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HomeMy WebLinkAboutApplication and Supporting DocsHENSIVE PLAN APPLICATI -PLANNING AND ZONING DEPARTMENT, HEARING BOARDS SECTION F 57444 SW:' 'd Avenue, 3`d Floor + Miami, Florida 33130 • Telephone 305-416-2030 www.miamicov.comlhearinq boards NOTICE Completion of staff review indicates permit application meets milifrarn require -rants under Miami 21and/or the City or Miami Core, only. his accord ppllcatlon will reel m Ise scheduled for a pude tearing In accordance with timelines set forthln the CIy of Miami code. The appllade deadon-malting body vnll meek the pemit application at the public hearing and render eithera recommendation or a final dedson. PZ-18-263 01/22/19 Welcome to the City of Miami! This application is intended to serve as a guide in assisting you with our public hearing process. Please feel free to contact us, should you have any questions. There is no deadline to submit this application as it is presented semi-annually to the Planning, Zoning and Appeals Board and the City Commission. The application submittal date is the date stamped by Hearing Boards' staff on this page. The responses to this application must be typed and signed in black ink, All pertinent and accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the time of filing, ie addition to the paid receipt. The applicant is responsible for the accuracy of the Information contained in the application and all supporting materials. Should you wish, you could bring the materials to our office for review prior to submittal to ensure completeness. You will be responsible, if needed, to bring an interpreter for the English language to any presentation before city boards, committees and the city commission. A valid power of attorney will be required if neither applicant or legal counsel representing the applicant execute the application or desire to make a presentation before city boards, committees and The city commission. All documents, reports, studies, exhibits (8Yzx11") or other materials submitted during this process will be kept as part of the record. Any documents offered to the Planning, Zoning and Appeals Board and the City Commission, which have not been provided fifteen (15) days before the meeting as part of the agenda materials will be entered into the record at the discretion of the aforementioned Board and Commission. ORDINANCE NO. 11469, CODIFIED IN CHAPTER 2, ARTICLE VI OF THE CITY CODE STATES THAT ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. Ordinance No. 12918 states that each person or entity requesting approval, relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees regarding any issue, shall disclose at the commencement (or continuance) of the public hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, for an agreement to support or withhold objection to the requested approval, relief or action. The Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit included in this package must be submitted with the application. The applicant must, at the commencement of any public hearing on the issue, if there is any disclosure to report, read the disclosure into the record. Also, the applicant must supplement the affidavit if there is any new information or additional information to disclose. Copies of City Commission resolutions and ordinances can be obtained at our website through the "Legislative Hub", or for certified copies, contact the City Clerk's Office at 305-250-5360. EHENSIVE PLAN APPLICATI e refer to Se4ction 62-31 of the Miami City Code for Comprehensive Plan info Applcant(s):=nMiami Produce Center LLC Subject property address(es) and folio number(s): 3. Present designation(s): Industrial NOTICE Completion of s ., re.ew indices permit apptiatim meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit appLcation vntl reel et be su,mtetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor mi Code. The appkabldecmon making body virmiew ppbcahon at thepubtic hearing ald rents eMea ',recommendation or a final ...ion. PZ-18-263 01/22/19 2140 NW 12th Avenue, 1243 NW 21 st Street, 1215 NW 21st Street: 01-3126-066-0010 4. Future designation(s): General Commercial 5. If the requested Land Use is approved, will a Rezoning be requested for consistency with the Zoning Atlas, per F.S. 163.3184(3)(e)? Yes (SAP) If yes, please contact Planning at 305-416-1400. 6. Has the designation of this property been changed in the last year? If so, when? No 7. Do you own any other property within 200 feet of the subject property? No If yes, has the property been granted a Land Use Change within the last year? 8. One (1) original, two (2) 11x17" copies and one (1) 8%x11 copy of the survey of the property prepared by a State of Florida registered land surveyor within six (6) months from the date of the application. 9. A clear and legible copy of the recorded warranty deed and tax forms of the most current year showing the present owner(s) and legal description of the property to match the legal description on the survey. 10. A clear and legible copy of the subject property address(es) and legal description(s) on a separate sheet, labeled as "Exhibit A", to match with the current survey's legal description. 11, At least two photographs showing the entire property showing land and improvements. 12. Copy of the lobbyist registration processed by the Office of the City Clerk, if applicable. 13. Affidavit of Authority to Act and the Disclosure of Ownership of all owner —and contract purchasers, if applicable —of the subject property. 14. For all corporations and partnerships indicated: a) Articles of Incorporation; b) Certificate from Tallahassee showing good standing, less than one (1) year old; c) Corporate Resolution or a Power of Attorney signed by the secretary of the Corporation authorizing the person who signed the application to do so; d) Non-profit organizations: A list of Board of Directors less than one (1) year old. 15. Certified list of owners of real estate within 500 feet of the subject property. 16. Original Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit. 17. Original Public School Concurrency Management System Entered Requirements form. Rev, 07-2013 2 COMPREHENSIVE PLAN APPLICATI 18. The subject property(ies) cannot have any open code enforcement/lien violations. 19. What is the acreage of the project/property site'? 8.25 acres NOTICE Completion of staff review inei,Mes permit application meets mitimrn requlrenents under Miami 2/and/or the City of Miami Code, only. Ms permit apWca,mn wane. ...he.. for a punk hearing In accordance Will timelines set fort In the Cly of Miami Code. The applicable decision -making body vnll review the permit application at ihepubtic hearing and render either recommendation or a hrel decision. PZ-18-263 01/22/19 20. What is the purpose of this application/nature of proposed use? Mixed -use Special Area Plan 21. Is the property within the boundaries of a historic site, historic district or archeological zone? Please contact the Planning and Zoning Department on the 3rd Floor for information. No 22. Is the property within the boundaries of an Environmental Preservation District? Please contact the Planning and Zoning Department on the 3rd Floor for information. No 23. Is the property within the Coastal High Hazard Area (CHHA)? Please contact the Planning and Zoning Department on the 3rd Floor for information and further instructions. No 24. What would be the anticipated duration of the presentation in front of the: X Planning, Zoning and Appeals Board 30-45 min. and/or X City Commission 30-45 min. 25. Cost of processing according to Section 62-22 of the Miami City Code*: a, Application to Amend the Comprehensive Neighborhood Plan per acre b, Advertising c. School Concurrency Processing d. Mail notice fee per notice e. Meeting package mailing fee per package $ 5,000.00 $ 1,500.00 $ 150.00 $ 4.50 $ 6.00 ''Fees over $25,000.00, shall be paid in the form of a certified check, cashier's check, or money order. gnature , "^" ;"� "n`,;e, Address Miami Produce Center, LLC By UTA Management, LLC, I its Manager By: Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management I, LLC, its Managing Member Name Robert S. Wennett on behalf of Miami Produce Center, LLC Telephone 305-538-9320 1111 Lincoln Road, Suite 760 Miami Beach, FL 33139 E-mail rwennettuiamanagement.com STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of iii,Jffr- , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is.1) personally known to me or ( ) produced a valid driver's license as identification. Suset Lopez COMwSSIoN / FF185370 EXPIRES: December 23, 2015 %FaTtiO www.AARONNOTARY.coM t tln„s (NOTARIAL SEAL) Notary PUbti Sign Name: Print Name:503e-4-- lFA-De- My Commission Expires: l d. f118 Rev. 07-20I3 COMPREHENSIVE PLAN APPLICATI AFFIDAVIT OF AUTHORITY TO ACT NOTICE Completion of staff review indicates permit apptiatlon meet un requlrenents under Miami 31and/or Me City of Miami Code, only. Ms permit apWcatbn will reed to...Med for a pudic hearing In accordanceWM a Vlnes set fort/nine Clay of Miami Code. The applicable pecicon-mating body will review Pannonia application at ihepubfc hearing and render althorn recommendation or a final decision, PZ-18-263 01/22/19 Before me this day, the undersigned personally appeared Robert S. Wennett , who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, including or not including responses to day to day staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. Further Affiant sayeth not. Robert S. Wennett on behalf of Miami Produce Center, LLC Applicant(s) Name Applicant(s) Signature /Miami Produce Center, LLC By, UTA Management, LLC, its Manager By, Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management !, LLC, its Managing Member 3rrirr c yJ Mc rr�� STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 16 day of `t�J���i' , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is (.-) personally known to me or ( ) produced a valid driver's license as identification, Suset Lopez WWW,AARO0OTARY,COM (NOTARIAL SEAL) CDMMiSS1014 / FF185370 EXPIRES: December 23, 2018 Notary P,uh,,; 1 Sign Name: Print Name:t52.Q± L o f My Commission Expires: Jd/A3 6 Rev. 07-2013 4 COMPREHENSIVE PLAN APPLICATI DISCLOSURE OF OWNERSHIP NOTICE Completion of staff review indicates permit apptiatlon meets .. un requirements under Miami 31and/or Me City of Miami Code,only. Ms permit apncmbn will need etfesCretded for a pudic hearing In accordance WM timelines set fort In Me Clay of Miami Code. The applicable decision -making body will review he permit application at ihepubfc hearing and render either recommendation or a final decision, PZ-18-263 01/22/19 1. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Miami Produce Center, LLC: see Exhibit'B" for all disclosures Percentage of Ownership 100% Subject Property Address(es) 2140 NW 12th Avenue. 1243 NW 21 st Street, 1215 NW 21 st Street Miami, Florida 33142 2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es) 1335 NW 21 st Terrace Miami, Florida 33142 Robert S. VVennett on behalf of Miami Produce Center, LLC Owner(s) or Attorney Name Legal Description(s). Lots 31 through 45, inclusive, Block 7r Braddock Subdivision No, 3, PB 2, Page 7 Owner(s) or Attorney Signature Miami Produce Center, LLC By: UlA Management, LLC, its Manager By: Urban Investment Advisors, LLC, tts Member By: Wellspring Investments Management I, LLC, its Managing Member STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this / ice: day of ; , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He iso) personally known to me or ( ) produced a valid driver's license as identification. Suset Lopez EOMMISSION a F€185370 EXPIRES: Decambet 23. 2018 www.AA. oNHoTAAV.cO1 (NOTARIAL SEAL) Notary Pu Sign Name: Print Name: `-1-C rl My Commission Expires: Rev. 07-2013 5 Exhibit "A" NOTICE Completion of s ., neaew indices permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vnti reel b be so,mUetl for a pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. The appdecdon-mring body vig resew the pemit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Addresses: 2140 NW 12th Avenue, 1215 NW 21 st Street, and 1243 NW 21 st Street Folio: 01-3126-066-0010 ALL OF TRACT t'A" =:F TAVILLA REALTY ASSOCIATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECUki1ED IN PLAT BOOK 105, PAGE 88 OF THE PUBLIC RECORDS OF MIAMI-DADE FLORIDA, LESS & EXCEPT THE FOLLOWING DESCR BED PROPERTY: 'VENCE AT THE INTERSECTION OF THE MONUMENT LINE OF N.W. 12TH AVENUE AND THE •.iAENT LINE OF N.W. 21ST STREET, AS SHOWN ON SAID TAVILLA REALTY ASSOCIATES :,„„DIVISION: THENCE RUN 5 87°47'00- 'I+" ALONG SAID MONUMENT LINE OF N.W. 21ST STREET, FOR 55.1 6 FEET; THENCE RUN N 2' 13'00" W, FOR 25.00 FEET TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID TRACT "A", SAID POINT BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE RUN S 87'47'00" W ALONG SAID SOUTH LINE FOR 19.08 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS S 2° 1 3'OO" E; THENCE NORTHEASTERLY 39.43 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'21'57" TO A POINT OF TANGENCY; THENCE RUN N 2°34'57" W, FOR 560.96 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 89°37'41 "; THENCE NORTHWESTERLY 39.1 1 FEET ALONG SAID CURVE TO A POINT OF CUSP WITH A TANGENT LINE; THENCE RUN N 87'4-7'22" E ALONG SAID TANGENT LINE, SAID LINE ALSO BEING THE NORTH LINE OF SAID TRACT "A", FOR 20.84 FEET TO A POINT OF CURVATURE DF A CURVE CONCAVE TO THE SOUTHWEST, H .vING A RADIUS OF 25-00 FEET AND A CENTRAL ANGLE OF 89'48'31 "; THENCE RUN SOUTHEASTERLY 39.19 FEET ALONG SAID CURVE TO A POINT OF TANGENCY; THENCE RUN S 2'24'07" E ALONG THE EAST LINE OF SAID TRACT "A", FOR 360.95 FEET TO A QOINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90'11'08"; THENCE SOUTHWESTERLY 39.35 FEET ALONG SAID CURVE TO THE POINT OF TANGENCY, SAID POINT BEING THE POINT OF BEGINNING. MIAMI 5894698.1 83329/85503 Nonmember -Manager of Miami Produce Center, LLC) UTA Management, LLC Robert S. Wennett Revocable Trust 85.00% Vote & Capital* 76.50% Operating Profits 73.10% Sale Profits Beneficiary: Robert S. Wennett Exhibit "B" Disclosure of Ownership Miami Produce Center, LLC i Mario Cader-Frech Revocable Trust 15.00% Vote & Capital* 13.50% Operating Profits 12.90% Sale Profits Beneficiary: Mario Cader-Frech Jeff Weinstein Nonvoting Interest 5.00% Operating Profits** 7.00% Sale Profits** * capital interests entitled to 10%cumulative preference ** 5.00%profits interests subject to five-year vesting; 7.00%profits interests vest on sale ofproperty NOTICE CerpleAan of staff mmwintliMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitanW vl nwill reel b besu,¢Iheetl bra pu is lezrng In accordance wIM limellnes set bbrill ody the Cltyof Miami Code. The applicable ckcison-maMng bodyvlg re.iew the petit application at Mepublic heariiged rendereiNea recommendation or a ling Eedzun. PZ-18-263 01/22/19 Mary Jessica Woodrum Nonvoting Interest 5.00% Operating Profits** 7.00% Sale Profits** Bilzin Sumberg October 30, 2018 Mr. Francisco J. Garcia Director, Planning and Zoning Department City of Miami 444 SW 2nd Avenue Miami, FL 33130 Re: Revised and Supplemental Letter of Intent Special Area Plan Application - Miami Produce Center, LLC 2140 NW 12th Avenue, Miami, Florida Folio: 01-3126-066-0010 Dear Mr. Garcia: NOTICE completion of staff review indicates permit application meets mum requirements undo Miami ]land/or the dilami Code, ony.Tt'is permit application will need to lad scheduled for a pudic nerving in accordance wit m Imams set tank in the CM of Miami Code The applicable decision -making body will review the pemvt application at thepubtic hearer; and rendereithe a recommendation ore final decision. PZ-18-263 _. A01112$2/19 Tsai 3 Fax 305-35 javino@bilzin.com This firm represents Miami Produce Center, LLC ("Owner") as the owner and developer of the property located at approximately 2140 NW 12th Avenue, Miami, Florida (the "Property"). Please accept this correspondence as the letter of intent for the Special Area Plan application for the project known as "Miami Produce" (the "Project"), filed pursuant to Section 3.9 of the City of Miami (the "City") zoning code, Miami 21. Property The Property consists of a large parcel running approximately 560 feet north to south and 540 feet east to west directly adjacent to the Santa Clara Metrorail Station in the heart of Allapattah's industrial district. The Property is bordered on all sides by thoroughfares with NW 22nd Street to the north, NW 21st Street to the south, NW 12th Avenue to the east, and NW 13' Avenue to the west, but does not provide any thru-site passage for vehicles or pedestrians. The Property currently contains the three large industrial warehouses of the Miami Produce Center. As expressed in Section 3.9 of Miami 21, the purpose of a Special Area Plan is to allow large parcels of land to be master planned for greater integration of public improvements and infrastructure, to enable thoroughfare connectivity, to encourage a variety of building heights and massing, and to provide high quality building and streetscape design. Large properties containing a single use with a lack of connectivity directly adjacent to a transit station is precisely the undesirable urban condition Special Area Plans are intended to remedy. Proposed Project Designed by award -winning architects Bjarke Ingels Group, Miami Produce will be a cutting -edge, mixed -use development in the industrial neighborhood of Allapattah. This MIAMI 6081456.2 83329/85503 BILZIN SUMBERG BAENA PRICE & AXELROD LLP 1450 Brickell Avenue, 23rd Floor, Miami, FL 33131-3456 305.374.7580 305.374.7593 www.bilzin.com October 30, 2018 Page 2 Bil er NOTICE Carrpleenn of staff review indcaes permit application meets rrrum requirements under Muni 21 and/or tEeCRyo(Mlami Code, only. Tis Remit applcatbn will need to be scheduled fora pu la fearinggin accordance wit) Ernelines set forth intneCMof Miami Cotle The apdicaGe tlsision-m*ng Eddy will review this area of Miami, including retail, residential uses, co -working offices, restau pedestrian -oriented Project will incorporate an innovative mix of uses not previou dff ��dtx oa re� =��d-e a `am , RiZb1a-263 ,<<v farming, and educational components such as college courses or training in highly s 'izeccti19 � fields. Inspired bythe reimagined and repurposed Miami Produce Center warehous- FVIEW COr P Project will also integrate the industrial character of the neighborhood through the inclusion of manufacturing -enabled retail or similar light industrial uses. Miami Produce will provide a truly unique urban experience oriented to the engagement of pedestrians and use of transit. The Project will connect directly to the adjacent Santa Clara Metrorail station. Clear directional signage and thoughtful design elements will encourage the use of public transit by residents and visitors. Ground level retail, dining, and other amenities will be designed around a prominent pedestrian and vehicle promenade. Aligned with NW 21 st Terrace, the promenade will provide thru-site connectivity between NW 13th Avenue and NW 12th Avenue. The architecture represents a three-dimensional urban framework, designed with large industrial -sized floor plates to provide maximum programmatic flexibility. At the ground floor, the existing produce warehouses will be restored and reprogrammed to create a vibrant public realm while preserving the industrial spirit of the neighborhood. Between the warehouses, three large pedestrian corridors will exhibit a variety of lush landscaping and plentiful open space, resulting in diverse microclimates that allow the buildings' programming to extend outdoors. These corridors will create valuable open and green space to be used passively by the public or activated with social activities. A stack of linear buildings will float above the existing warehouses, creating a large urban courtyard at the center while forming gateways that open to the surrounding context. On top of each building, programmed "roofscapes" extend the public realm vertically and capture stunning views of downtown Miami and surrounding neighborhoods. Land Use and Zoning The Property has a current zoning designation of D2 under Miami 21. In order to accommodate the proposed uses and Project design, the Special Area Plan application contemplates a transition to the T6-12-0 zoning designation, as modified by the Regulating Plan. This zoning designation will allow residential uses with a density of 150 units per acre. The Property's current land use designation of Industrial under the City's Comprehensive Neighborhood Plan ("Comprehensive Plan") and Future Land Use Map will necessarily be amended to General Commercial to ensure consistency between the zoning and land use designations, as well as compatibility with the spirit, intent, and policies of the Comprehensive Plan. The requested rezoning and land use amendment will allow development of the Project in furtherance of several Comprehensive Plan policies. Policy HO-1.1.9 and Policy LU-1.1.11 state that the City shall encourage high -density residential development and redevelopment in close proximity to Metrorail and Metromover stations. Under the related Policy TR-1.5.2, the City shall determine whether appropriate and use and zoning changes should be implemented for areas surrounding transit stations to foster the development and use of the stations. The Project advances such policies through the provision of a high density, mixed -use residential project directly adjacent to the Santa Clara Metrorail station. As noted above, direct connections to the station coupled with clear signage will encourage increased ridership. Additionally, Policy HO-2.1.5 states that the City will promote regulations that encourage the adaptive reuse of MIAMI 6081456.2 83329/85503 *0RpUBLIC/y 414/ October 30, 2018 Page 3 B 1 commercial space for residential use. This Project is centered around the ada existing produce warehouses, preserving the industrial and commercial char neighborhood while providing needed residential and other compatible uses to Allapattah. o Qu Q um erk NOTICE Canpletion of staff review ineicate pefmlt application rramts minimum requiereins under Miami gland/ores Cityof Miami Cade, onM..TNs permit apWealbnwal need to lae scheduled for a pilaf, Bearing in aceaeamai vnM timelines set forth in the City of Miami Ctheale. TThe applcable deciv hearprrg body will review reallJli h Ixalirg anLiendereMaera 'Afimldedsbn. th 0 / 263 /19 EW CO' The Project's location in an industrial neighborhood with a direct connection to the Metrorail system allows the provision of needed uses and resources to local residents, those who live or work in the neighboring Health District, and to the greater Miami community at large. The Project will produce a considerable recurring fiscal benefit to the City's tax base and will create a substantial number of jobs both during and after construction. Miami Produce will also provide an important opportunity to many of Miami's artisans, brewers, light manufacturers, and other producers. Based on the foregoing, the Owner respectfully requests the City accept and process the Miami Produce SAP application. Please do not hesitate to contact the undersigned should you have any questions or need additional information. ncerely, ier F. Avino JFA Enclosures MIAMI 6081456.2 83329/85503 c 02 Exhibit "A" NOTICE Completion of s ., neaew indices permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vnti reel b be so,mUetl for a pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. The appdecdon-mring body vig resew the pemit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Addresses: 2140 NW 12th Avenue, 1215 NW 21 st Street, and 1243 NW 21 st Street Folio: 01-3126-066-0010 ALL OF TRACT t'A" =:F TAVILLA REALTY ASSOCIATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECUki1ED IN PLAT BOOK 105, PAGE 88 OF THE PUBLIC RECORDS OF MIAMI-DADE FLORIDA, LESS & EXCEPT THE FOLLOWING DESCR BED PROPERTY: 'VENCE AT THE INTERSECTION OF THE MONUMENT LINE OF N.W. 12TH AVENUE AND THE •.iAENT LINE OF N.W. 21ST STREET, AS SHOWN ON SAID TAVILLA REALTY ASSOCIATES :,„„DIVISION: THENCE RUN 5 87°47'00- 'I+" ALONG SAID MONUMENT LINE OF N.W. 21ST STREET, FOR 55.1 6 FEET; THENCE RUN N 2' 13'00" W, FOR 25.00 FEET TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID TRACT "A", SAID POINT BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE RUN S 87'47'00" W ALONG SAID SOUTH LINE FOR 19.08 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS S 2° 1 3'OO" E; THENCE NORTHEASTERLY 39.43 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'21'57" TO A POINT OF TANGENCY; THENCE RUN N 2°34'57" W, FOR 560.96 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 89°37'41 "; THENCE NORTHWESTERLY 39.1 1 FEET ALONG SAID CURVE TO A POINT OF CUSP WITH A TANGENT LINE; THENCE RUN N 87'4-7'22" E ALONG SAID TANGENT LINE, SAID LINE ALSO BEING THE NORTH LINE OF SAID TRACT "A", FOR 20.84 FEET TO A POINT OF CURVATURE DF A CURVE CONCAVE TO THE SOUTHWEST, H .vING A RADIUS OF 25-00 FEET AND A CENTRAL ANGLE OF 89'48'31 "; THENCE RUN SOUTHEASTERLY 39.19 FEET ALONG SAID CURVE TO A POINT OF TANGENCY; THENCE RUN S 2'24'07" E ALONG THE EAST LINE OF SAID TRACT "A", FOR 360.95 FEET TO A QOINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90'11'08"; THENCE SOUTHWESTERLY 39.35 FEET ALONG SAID CURVE TO THE POINT OF TANGENCY, SAID POINT BEING THE POINT OF BEGINNING. MIAMI 5894698.1 83329/85503 woo -x mg, ..wu -+re .. .. pw zm. aa1 w,Piak alp,rq,rpau•1[o-w,aic,watrne ire YO11:1O1i adYtrI Yl Arvin �s.i®+n.9a V...e+r�sewlar+...wfe,—.roMe.l . 7.pl nra,nu.:,laovu l..lo u+pap.nm �a E 1301:Nd • NOISIA10811S S31tl1OOSStl SWAMI R. SaoAaAWIVSZv olu ICO A3AU flS d7J.11. ONV1 Sd Sri] Sfl iI71$ `h AAdr j .1„aLdod 0 pUBLI rm1Av i1nrs ri QT.! Ebs re9ui M61ar{VaE R$ Mami N M rrea+mbe&ipd rdra public hew rlgm ctl0ae>t4 vath Welin@setfiBMlnthd Onjot Miam1Code. Iheappfode tl cioon-maanghotlytMtlre thepemt appl'Icaton at thepubtic hearing and rendereil recommendation or a final Beason. PZ-18Pk`� 3 19 I II 1 lb j" 1 j Iii I, �i .t { ��' 1 1'I'•il I'� _I 111 ! ,t t1b fig, i �t ,lily i►� 'F i With' 'i• �i , ili�,� ,. SI I f I i 1 j1. � 11 1;1f1� 'if Si x lre�DL�°� ! . ��• ii x � � rl �• �� it a Flri tf S= 1 �� 2 , � # „ e!@ kg1Sapi 1 " f#"� 1`�t�j 1r;��rstl� I}tl�� P 1'�! �t t �eF I• �¢ � t iiJ S rf8ti : F, ip i r� 3 � � � �� ( it ll�a _ aiT r#ia}ra i spat t tt It'N i� 1 t.l� i 1; Ei I} lfi 1, 1 I jr*-1011,11 • IA glib 3hNRAr int M Id — — -- 3nIJ3nY' 4tx L' M O l ,4z cr 10 0: 0= sumo. MIAMI PRODUCE CENTER. LLC ARCHITECT SIG TRAFFIC Kimley>»Horn • REV DESCRIPTION 02 July 20th Comments Revision September 14th Comments Revision DRAWING STATUS NOTES PROJECT DATE 07/31/2018 00/27/2018 ALL DIMENSIONSARE SHOWN IN IMPERIAL MIAMI PRODUCE DRAWING TITLE SITE AERIALS Digitally signed by Kai -Uwe Bergmann Date: 2018.10.15 17:36:20-04'00' DATE SCALE FORMAT DRAWN DWG No A3 10/15/18 :47-1 F • A -41-; tp t Et eti•ge, rtaiA...triipref-j - ' 'nits ICE feettl,et, Es "-'411.1111P. NORTH PASSAGEWAY 0 MIDDLE PASSAGEWAY ANN SOUTH PASSAGEWAY CLIENT MIAMI PRODUCE CENTER. LLC '7E'La71.3057383AnIUS' ARCHITECT 111G ....,..,....., TRAFFIC Kimley>>> Horn REV DESCRIPTION DATE 01 July 20th Comments Revision 07/31/2018 02 september 1,1th Comments Revision 09/27/2018 DRAWING STATUS NOTES ALL p,m,„,s,s ARE sHowN.,ER„ PROJECT MIAMI PRODUCE TEL .1305 978 I., DRAWING TITLE EXISTING SITE CONDITIONS 1/2 SE, „ ... DATE 10/15/18 a:k.N. PROJECT No 18500 MIPRO FORMAT 1::: DRAWN Digitally signed by CHK Kai -Uwe Bergmann Date: 2018.10.15 A4 17:36:46 -04'00' I F ' - - €1,t( itrft J f Et • mist ilztt- A Ait ' gr ,Irtte TIt clay, mPe, 3 MIDDLE BUILDING 7.LW COME 51101, • sumo MIAMI PRODUCE CENTER. LLC '7E'La71.30 573An'AnIUS.. ARCHITECT 111G ....,.,... TRAFFIC Kimley>>> Horn REV DESCRIPTION DATE 01 July 20th Comments Revision 07/31/2018 0 2 september 1,1th Comments Revision 09/27/2018 DRAWING STATUS NOTES ALL DIMENSIONSARE SHOWN IN IMPERIAL PROJECT MIAMI PRODUCE TEL .1305 978 I., DRAWING TITLE EXISTING SITE CONDITIONS 2/2 DATE 10/15/18 042% PROJECT No lesoo MIPRO FORMAT Digitally signed by CHK Kai -Uwe Bergmann Date:2018.10.15 A5 17:37:16 -04'00' NW 21st Terrace WAREHOUSE B WAREHOUSE C MIAMI PRODUCE 359,661 SF SANTA CLARA METRORAIL CLIENT MIAMI PRODUCE CENTER. LLC ED Luum,,Ad Amp M7E'L'.1.305'97383.1831U" ARCHITECT 111G .....„... TRAFFIC Kimley>»Horn REV DESCRIPTION DATE 01 July 20th Comments Revision 07/31/2018 02 september lElth Comments Revision 09/27/2018 DRAWING STATUS NOTES ALL DIMENSIONSARE SHOWN IN IMPERIAL PROJECT MIAMI PRODUCE Dao EA um ..‘on, Duo, FL 3310E USA TEL L1 305 NA A370 DRAWING TITLE EXISTING AERIAL PLAN .0 --, PROJECT No 18500 MIPRO : 1 SCALE E,4.N.,.. E 0, FORMAT Digitally signed by Kai -Uwe Bergmann DWG NE Date:2018.10.15 A6 17:38:10 -04'00' O4O pUBLIC/y 4.9. This instrument prepared by and after recording return to: Leo J. Salvatori, Esq. Salvatori, Wood, Buckel, Carmichael & Lottes 9132 Strada Place, Fourth Floor Naples, FL 34108 CFN: 201605273 DATE: 09/09/201 DEED DOC 96,14 SURTAX 72,109.80 HARVEY RUVIN, CLER 4 NOTICE odiE=tan,ekewindrate,pem�napai�fim�m�en glllp pjd�^�, 'Mtimetirres xitodM1intM1e Ciryot �p K C0�7M1 dplil{19Rtle[I9on-maklttp bodY�ll mrlew dPkeaflwl SEttMWHleepubucbean�g and reneereiuwa recommendation or a final deavon. PZ-18-263 .i 01/22/19 0.49 �4b 1OT n." VIEW cO, (For Recorder's Use Only) SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED (this "Deed"), dated as of the 3/ day of August, 2016, is given by TAVILLA REALTY ASSOCIATES LTD., a Massachusetts limited partnership, with an address at 530 Great Road, Acton, Massachusetts 01720 ("Grantor"), to and for the benefit of MIAMI PRODUCE CENTER, LLC, a Delaware limited liability company, with an address at 1111 Lincoln Road, Suite 760, Miami Beach, Florida 33139 ("Grantee"). Grantor, for and in consideration of the sum of $10.00 and other good and valuable consideration paid by Grantee, receipt of which is acknowledged, grants, bargains, sells and conveys to Grantee the land situate, lying and being in Miami -Dade County, Florida, more particularly described on the attached Exhibit "A" (the "Property"). The Property Appraiser's Parcel Identification (Folio) Numbers for the Property are 01-3126-045-0330 and 01-3126-066- 0010 TOGETHER WITH (i) any and all structures and improvements on the Property; (ii) all right, title, and interest, if any, of Grantor in any land lying in the bed of any street or highway, opened or proposed, in front of or adjoining the Property; and (iii) all easements, rights of way, privileges, licenses, appurtenances and other rights and benefits belonging to, running with the owner of, or in any way related to the Property. TO HAVE AND TO HOLD, the same in fee simple forever. SUBJECT TO: real estate taxes for the current and subsequent years, zoning and other restrictions, regulations and prohibitions imposed by governmental authorities, and the conditions, restrictions, limitations, reservations, declarations, easements, dedications and agreements of record, without intent to reimpose same. AND Grantor covenants with Grantee that Grantor is lawfully seized of the Property it fee supple; that Grantor has good right and lawful authority to sell and convey the Property; that Grantor warrants the title to the Property and will defend the same against the lawful claims of others claiming by, through or under Grantor, Special Warranty Deed Page 1 Prolaw:1589524 3 * CTY O ,'O 0 PUBLIC :-9 0 a CFN:201605273 Grantor has executed this Deed as of the date indicated above. Signed, sealed and delivered in the presence of: Witness No. 1 Signa re Wit s No A 1 Printed , ame 4J Witness No. 2 Signature Witness No. 2 Printed Name GRANTOR: • C.901.K2 meiun repu.emertx under Miand uandlor NeahofMiami Cod only. iM1z pemdappfcationwll need to be .led fora public hearing in accordance val timefna set forth in NeCity of MIanlCpde.The appludeCxdon-maldng bbdyvlllmdew the paint applown x .public bearing and render elNa a recommmdalion or a Rrel d®9on. 44, Q�. REVIEW G0�` PZ-18-263 01/22/19 TAVILLA REALTY ASSOCIATES LTD., a Massachusetts limited partnership By: TAVILLA MANAGEMENT COMPANY LLC, a Massachusetts limited liability company, as General rtner By: COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF MIDDLESEX 61114irrea. ichard J. avi1 a1 as Manager SS: The foregoing instrument was acknowledged before me this 'day of September, 2016, by RICHARD J. TAVILLA, as Manager of TAVILLA MANAGEMENT COMPANY LLC, a Massachusetts limited liability company, as General Partner of TAVILLA REALTY ASSOCIATES LTD., a Massachusetts limited partnership. He is (X) personally known to me or ( ) has produced a drivers' license as identification. r Notary Public, State of , 2d.fSo' t!l 5 Print Name: Ple,tl-66✓ E, fZ0 i 4 My Commission Expires:,y`Dn.keerr*21V LI' 2e2 I r: Special Warranty Deed Page 2 fitness No. 1 Sfgn3ature a44i4= fr , /1100,0 y Witness No. 1 Printed Naine Witness No. 2 Signature Witness No. 2 Printed Name T/f?i_ o F .t)t eT ' COUNTY OF 4Vi P. The foregoing instrument was acknowledged before me this �a day of August, 2016, by PAUL J. TAVILLA, as Manager of TAVILLA MANAGEMENT COMPANY LLC, a Massachusetts limited liability company, as General Partner of TAVILLA REALTY ASSOCIATES LTD., a Massachusetts limited partnership. He is ( ) personally known to me or ( as produced a drivers' license as identification. AND By: CFN:201605273 Paul . Tavilla, as anager SS: mei un repu.emertx under Miand uandlor Neahp,diami Cod only. iM1z pemdappfcationwll need to be .led fora public hearing in accordance val timefna set forth in NeCity of MIanlCpde.The appludeCxdon-maldng bbdyvlllmdew the paint applown x .public bearing and render elNa a recommmdalion or a Rrel d®9on. SHELLEY SIMMONS in Notary Public Watauga Co., North Carolina My Commission Expires Sept. 13, 2020 Notary Publi€, State of Print Name: 5..r tles My Commission Expires: /L4 4 _ COY I et, .*.M.. *. e Special Warranty Deed Page 3 O ,'O 0 PUBLIC :-9 0 cid ttQ aT ness No. 1 Signature C6's-Q-\ \ -e- eA(v).0 Witness No. 1 Printed N A Cu-\eto.. Witness No. 2 Signature (jff 2 iel t /Utc/,,d cc S Witness No. 2 Printed Name S 0Ae. cyc C M*SSACH JS TTS- COUNTY OF 1b'MI- .N CFN:201605273 AND �/ By: ` 7�----,L • 4 meiun repu.emertx under Mdrri uandlor NeahofMiami Cod only. iM1z pemdappfcationwll need to be .led fora public hearing in accordance val timefna set forth in NeCity of MIanlCpde.The appludeCxdon-maldng bbdyvlllmdew the paint applown x .public bearing and render elNa a recommmdalion or a Rrel d®9on. 44, Q\' REVIEW c0�` PZ-18-263 01/22/19 T. Kirkland Ware, as Manager SS: The foregoing instrument was acknowledged before me this (`day of August, 2016, by T. KIRKLAND WARE, as Manager of TAVILLA MANAGEMENT COMPANY LLC, a Massachusetts limited liability company, as General Partner of TAVILLA REALTY ASSOCIATES LTD., a Massachusetts limited partnership. He is (() personally known to me or ( ) has produced a drivers' license as identification. Medara R. Sherman Notary Public - State of New York No.01SH6316698 Qualified in Essex County ��r�' My Commission Expires PeooMbot i t ML&Lk /Oa t Notary Public1Sntate of 10 Print Name: i'Ve (.rCr My Commission Expires: /.x- 45- / r Special Warranty Deed Page 4 PUBLIC EXHIBIT "A" LEGAL DESCRIPTION Parcel 1: CFN:201605273 a • mei un repu.emaae under Mdrri uandlor Ne ChyotMiami Cod only. iM1z pemdappfcationwll need to be .led fora public hearing in accordance val timefna set forth in NeCity of Mlanl Cpde.The applude .public bp.ylll renew the paint applown x Ne public hearing and render elNa a recommmdalion or a Rrel d®9on. 44, Q�. REVIEW G0�` PZ-18-263 01/22/19 Tract A, Tavilla Realty Associates Subdivision, according to plat thereof as recorded in Plat Book 105, Page 88, of the Public Records of Miami -Dade County, Florida, less and except the following described property: Commence at the intersection of the monument line of N.W. 12th Avenue and the monument line of N.W. 21st Street, as shown on said Tavilla Realty Associates Subdivision; thence run S 87°47'00" W along said monument line of N.W. 21st Street, for 55.16 feet; thence run N 2°13'00" W, for 25.00 feet to a point of intersection with the south line of said Tract Al,"said point being the Point of Beginning of the herein described parcel of land; thence run S 87°47'00" W along said south line for 19.08 feet to a point of cusp with a curve concave to the Northwest, having a radius of 25.00 feet and to which point a radial line bears S 2°13'00" E; thence Northeasterly 39.43 feet along said curve through a central angle of 90°21'57" to a point of tangency; thence run N 2°34'57" W, for 560.96 feet to a point of curvature of a curve concave to the southwest, having a radius of 25.00 feet and a central angle of 89°37'41" thence Northwesterly 39.11 feet along said curve to a point of cusp with a tangent line; thence run N 87°47'22" E along said tangent line, said line also being the North line of said Tract "A", for 20.84 feet to a point of curvature of a curve concave to the southwest, having a radius of 25.00 feet along said curve to a point of tangency; thence run S 2° 24'07" E along the East line of said Tract "A", for 560.95 feet of a point of curvature of a curve concave to the Northwest, having a radius of 25.00 feet and a central angle of 90°11'08' ; thence Southwesterly 39.35 feet along said curve to the point of tangency, said point being the Point of Beginning. Parcel 2: Lots 31 through 45, inclusive, Block 7, Braddock Subdivision No. 3, according to plat thereof as recorded in Plat Book 2, Page 71, of the Public Records of Miami -Dade County, Florida. Prolaw: 15895243 Special Warranty Deed Page 5 PUBLIC O' Miami -Dade County Public S(iii4ioafs Superintendent of Schools Alberto M. Carvalho July 31, 2018 VIA ELECTRONIC MAIL Ms. Carly Grimm Bilzin Sumberg Baena Price & Axelrod LLP 1450 Brickell Avenue, 23rd Floor Miami, Florida 33131 cgrimm(a�bilzin.com c.o, 0...k. Q®►►•A•►•9 giving our studen, * RE: PUBLIC SCHOOL CONCURRENCY PRELIMINARY ANALYSIS MIAMI PRODUCE - 1 LOCATED AT 2140 NW 12 AVENUE PH0118072700557 - FOLIO No.: 0131260660010 Dear Applicant: F,y th�I, }�] ..�y app co meets e t yw rl esCllyNMiarnl resbb Muleeduled Para set forthh In the city of Miami Code. Theappbcable decision -making bodywIl review the perm application Aft pubk hearing and rendereither a / recomrnentlatim or a final decision. / n 9 4 oard// r$ l-Iltd2/19, Cb t' Miami -Dad Perla Dr. 'r Dr. Dorothy B IEW Q a/l Susie V. Castillo Dr. Lawrence S. Feldman Dr. Steve Gallon III Lubby Navarro Dr. Marta Perez Mari Tere Rojas Pursuant to State Statutes and the Interlocal Agreements for Public School Facility Planning in Miami -Dade County, the above -referenced application was reviewed for compliance with Public School Concurrency. Accordingly, enclosed please find the School District's Preliminary Concurrency Analysis (Schools Planning Level Review). As noted in the Preliminary Concurrency Analysis (Schools Planning Level Review), the proposed development would yield a maximum residential density of 1200 multifamily units, which generate 229 students: 122 elementary, 55 middle and 52 senior high students. At this time, all school levels have sufficient capacity available to serve the application. However, a final determination of Public School Concurrency and capacity reservation will only be made at the time of approval of final plat, site plan or functional equivalent. As such, this analysis does not constitute a Public School Concurrency approval. Should you have any questions, please feel free to contact me at 305-995-7287. Best regards, Nathaly Simon Supervisor NS:ns L-32 Enclosure cc: Ms. Ana Rijo-Conde, AICP Mr. Michael A. Levine Mr. Ivan M. Rodriguez City of Miami School Concurrency Master File Planning, Design & Sustainability Ms. Ana Rio -Conde, Deputy Chief Facilities & Eco-Sustainability Officer• 1450 N.E. 2nd Ave. • Suite 525 • Miami, FL 33132 305-995-7285. 305-995-4760 (FAX) •arijo@dadeschools.net oncurrency Monogernent System (CMS) Miami Dade County Public Schools oao, ..nnpwmitapnaoonwll p Maml CAng InaccordaaEe ehdm thepnnft Theappucablle pubbcI the pemil appl'Icadon attle public I Miami -Dade County Public Schools ' �n,ne1ati�oraf �PZ018 2 9 Concurrency Management System R Preliminary Concurrency Analysis FBI EW MDCPS Application Number: PH0118072700557 Local Government (LG): Miami Date Application Received: 7/27/2018 9:49:47 AM LG Application Number: 1 Type of Application: Public Hearing Sub Type: Zoning Applicant's Name: Miami Produce Address/Location: 2140 NW 12th Avenue, Miami, FL Master Folio Number: 0131260660010 Additional Folio Number(s): PROPOSED # OF UNITS 1200 SINGLE-FAMILY DETACHED UNITS: 0 SINGLE-FAMILY ATTACHED UNITS: 0 MULTIFAMILY UNITS: 1200 CONCURRENCY SERVICE AREA SCHOOLS CSA Facility Name Net Available Seats Seats Id Capacity Required Taken ; LOS Source Type Met 1441 PAUL LAURENCE DUNBAR K-8 CENTER (ELEM COMP) 7 122 7 NO Current CSA 11441 PAUL LAURENCE DUNBAR K-8 CENTER (ELEM COMP) 0 115 0 NO Current CSA Five Year Plan 11442 PAUL LAURENCE DUNBAR K-8 CENTER (MID COMP) 88 55 55 YES Current CSA 7791'BOOKER T WASHINGTON SENIOR 1225 52 152 (YES 'Current CSA ADJACENT SERVICE AREA SCHOOLS 801 'CITRUS GROVE ELEMENTARY 1120 1115 1115 'YES 'Adjacent CSA *An Impact reduction of 25.28% included for charter and magnet schools (Schools of Choice). MDCPS has conducted a preliminary public school concurrency review of this application; please see results above. A final determination of public school concurrency and capacity reservation will be made at the time of approval of plat, site plan or functional equivalent. THIS ANALYSIS DOES NOT CONSTITUTE PUBLIC SCHOOL CONCURRENCY APPROVAL. 1450 NE 2 Avenue, Room 525, Miami, Florida 33132 / 305-995-7634 / 305-995-4760 fax / concurrency@dadeschools.net �ORpUBLIC, 4/„pit. CE Q Conletion of staff • ndkatopermk app4mEon mre6 1 --Minas i* nents under Mania ncVcr the Ciryof Miami etlto be scheduled fora es set fort In the City of aaking body vnll renew ring and renter either a I decision. 3 Concurrency Application Online Payment Service - Successful Payment Receipt Miami -Dade Count = Mc Scar) Successful Payment Receipt Please print this receipt for your records Remittance ID: Schoo1073018093051621VBILLS Received: July 30, 2018 09:31AM EDT Contact Name: Carly Grimm Application Address: 2140 NW 12th Avenue Miami FL Local Govt. App. Number: 1 Folio Number: 0131260660010 MDCPS Application ID: PH0118072700557 Amount: $289.00 Transaction Type: Authorization and Capture Card Information: MasterCard PAULA D VEROLI ************5667 Billing information: Address Line 1: 1450 Brickell Ave Country: United States City: MIAMI State: Florida ZIP Code: 33131 Print Your payment request has been submitted. Thank you for your payments. Please print this page for your records. Payments received after 12:OOPM PT, will be processed the next business day. Your payment will be posted to your School Board of Miami -Dade County Concurrency Application account the following business day. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. IE 124503990 NOTICE C«ralelienolstaff raiewlnd ates permit app.ianmeet miinun requirements under Miami 21 and/or the City IN Miami ..-.., nwill reed b besd,mkled fora an set forth In meCiryor "on-m-rn aking bodyvr ter and - public hearing rents eiNea lion or a final dedzion. -18-263 01/22/19 https://www.velocitypayment.com/vrelay/check.do?currentRefresh= l &maxRefresh=5&re... 7/30/2018 City of Miami Public School Concurrency Concurrency Management System Entered Requirements Applicant Fields Information Application Type Public Hearing Application Sub -Type -- Select One -- Application Name * Miami Produce Application Phone * jw@uiamanagement.com Application Email * 305-538-9320 Application Address * 2140 NW 12th Avenue, Miami, FL Contact Fields Information Contact Name * Carly Grimm Contact Phone * 305-350-2352 Contact Email * cgrimm@bilzin.com Local Govt. Name City of Miami Local Govt. Phone 305-416-1400 Local Govt. Email mirfernandez a miamigov.com• lellis( miamieov.com Local Govt. App. Number (OFFICIAL USE ONLY) Property Fields Information Master Folio Number * 01-3126-066-0010 Additional Folio Number Total Acreage * 8.257 Proposed Land Use/Zoning * -- Select One -- Single-Family Detached Units * 0 Single -Family Attached Units (Duplex) * 0 Multi -Family Units * 1,200 Total # of Units * 1,200 Redevelopment Information (MUSPs) - Re -development applications are for those vacant sites for which a local government has provided vested rights; or for an already improved property which does not have to be re -platted as deemed by the local government. The number of units to be input into the CMS is the net difference between the existing vested number of units and the newly proposed number of units. Example: an existing 20-unit structure will be torn down for redevelopment. The newly proposed development calls for 40 total units.. Local government shall input 20 units in the CMS (net difference between the 20 units vested less the newly proposed 4 units). Required Fields for Application * Cav k V ,MW1 Owner(s)/4ttomey/Applicant Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Owner(s/Attomey/AppI' lit Signature oregoing w t/k wl dged before this 7 day or j 20 �i{ , byf r I ,.—r who is a(n individuaUpartnerlagentJicorporation of a(n) individual/partnership/corporation. He/She is personally known to me or who has produced as identification and who did (did not) take an oath. (Stamp) Notary PubtiC State of Florida blotsa Esther Borroto-Loper K My Commission FF132228 Expires 07/23/2016 na urc NOTICE Completion of retie d inmaates permit appimdon mots minimum regurements under Mum a antllot Me Chy of Miami Co.,* his perm appliralionvill need to he scheduled br public healing Taccor fltedectinelinasetfonh in Meatyd Miami Castle. The appltable derision-mating[alp*, revew the permit application at the public hearing and render eiMea recommendation or a final decision. PZ-18-263 01/22/19 2017 roll details - Real Estate Account at 2140 NW 12 AVE, Miami 33142-7746 - TaxSy... miamiclade.Govf NOTICE Completion of s ., neaew indices permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Mimi Castle, only. his permit apptiraton vnti reel b be sd,mUetl for a pudic rearing In accordance tlty mellnes set forth In the Clor Miami Castle. The appf bldecdon-miring body resew the permit appliralion at thepubtic hearing old rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 If paying delinquent taxes (2017 and prior) by mail, acceptable forms of payment are: Cashier's Check, Certified Funds or Money Order. If paying delinquent taxes (2017 and prior) in person, acceptable forms of payment are: Cashier's Check, Certified Funds, Money Order, or Cash. The information contained herein does not constitute a title search or property ownership. Amount due May be subject to change without notice. The online payment button has been disabled. You may mail your payment or visit our public service office. Please call 305-270-4916V for information. 2018 1a' quarter Tax Bills are Payable on June 1, 2018. If you have a deed certified on your account, click the following link for sale information https://miamidade.realtdm.com/public/cases/list 2017 Roll Details — Real Estate Account At 2140 NW 12 AVE, Miami 33142-7746 Real Estate Account #01-3126-066-0010 111 Parcel details J J Latest bill L I' Full bill history Print this page 2017 PAID 2016 2015 PAID PAID 2014 PAID PAID 2018-01-18 $179,370.86 Receipt #0229-18-003344 Owner: MIAMI PRODUCE CENTER LLC 1111 LINCOLN RD 760 MIAMI BEACH, FL 33139 Situs: 2140 NW 12 AVE Miami 33142-7746 Account number: 01-3126-066-0010 Millage code: 0100 - MIAMI Millage rate: 21.18420 Assessed value: 8,640,000 School assessed value: 8,640,000 2017 Annual bill Li View Ad valorem: $183,031.49 Non -ad valorem: $0.00 Total Discountable: 183031.49 No Discount NAVA: 0.00 Total tax: Legal description 2005 PAID Property Appraiser 26 53 41 8.54 AC M/L TAVILLA REALTY ASSOCIATES SUB PB 105-88 TRACT A LOT SIZE 372002 SQ FT M/L Location Range: 41E Township: 53S Section: 26 Block: 10 Use code: 4837 Total acres: 9.000 https://miamidade.county-taxes.com/public/real estate/parcels/0131260660010 6/4/2018 2017 roll details - Real Estate Account at 2140 NW 12 AVE, Miami 33142-7746 - TaxSy... Powered by 1111C.RAN T STREET C ROU P Safrroxrre That Works is NOTICE Completion of s ., neaew indices permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vnti reel b be so,mUetl for a pudic rearing In accordance tlmellnes set forth In the Gig or f tl Miami Castle. The appdecdon-mring body vig resew the pemit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 https://miamidade.county-taxes.com/public/real estate/parcels/0131260660010 6/4/2018 Paid By MIAMI PRODUCE CENTER LLC Miami -Dade County, Florida Paid 01/18/2018 plicate Receipt # 0229-18-003344 2017 Real Estate Property Taxes Notice of Ad Valorem Tax and Non -Ad Valorem Assessm SEE REVERSE SIDE FOR IMPORTANT INFORMATION 01-3126-066-0010 MIAMI PRODUCE CENTER LLC 1111 LINCOLN RD 760 MIAMI BEACH, FL 33139 Miami -Dade School Board School Board Operating School Board Debt Service State and Other Florida Inland Navigation Dist South Florida Water Mgmt Dist Okeechobee Basin Everglades Construction Proj Childrens Trust Authority Miami -Dade County County Wide Operating County Wide Debt Service Library District Municipal Governing Board Miami Operating Miami Debt Service MIAMI Property Address 2140NW12AVE 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 6.77400 0.22000 0.03200 0.12750 0.13840 0.04410 0.46730 4.66690 0.40000 0.28400 8,640,000 7.43650 8,640,000 0.59350 Exemptions: 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 8,640,000 NOTICE Completion Df sd , resew inrfeales permit appkation meet mitinurn requirement under Miami aantl/ortoe City of Miami Cock, only. his remitapWration will reed b be sd,rxlLletl for a In the City of retiew eimea 58,527.36 1,900.80 276.48 1,101.60 1,195.78 381.02 4,037.47 40,322.02 3,456.00 2,453.76 64,251.36 5,127.84 NON -AD VALOREM ASSESSMENTS Save Time. Pay Online. www.miamidade.gov t RETAIN FOR YOUR RECORDS t (Combined taxes and assessments $183,031.49 • 2017 Real Estate Property 4. DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT 4- Taxes FOLIO NUMBER 01-3126-066-0010 PROPERTY ADDRESS 2140 NW 12 AVE LEGAL DESCRIPTION 26 53 41 8.54 AC M/L TAVILLA REALTY ASSOCIATES SUB PB 105-88 TRACT A LOT SIZE 372002 SQ FT MIAMI PRODUCE CENTER LLC 1111 LINCOLN RD 760 MIAMI BEACH, FL 33139 11111111111111111111 II O '1 3 '1 2 6 0 6 6 0 0 '1 O+ Make checks payable to Miami -Dade Tax Collector (in U.S. funds drawn on U.S. banks) Amount due May be Subject to Change Without Notice Mail payments to: 200 NW 2nd Avenue, Miami, FL 33128 olio 2 Du.licate .ublic user 06/04/2018 PAY ONLY ONE AMOUNT If Paid By Please Pay Jan 31, 2018 $0.00 1000000000000000000131260660010201700000000000000000000007 RpUBLIC 0 Delaware The First State NOTICE ccenpktron&=turtrMewlnaraM=pemlrappenapnmeets anreqp.anaeunder MUMua,tl,o,MeCleo, Mlaml Castle, only. iM1z permitappication *Armed to lee schedletl fora public hearing in accordance val emeina setfoMin theCity of Mlanl Castle. The app.. @aeon-mardng Miry AC eLLw the paint appfcawn a ve punit hearing and render elms rewmmmtlalion or a Rrel tl®9on. PZ-18-263 01/22/1s I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF FORMATION OF "MIAMI PRODUCE CENTER, LLC", FILED IN THIS OFFICE ON THE EIGHTEENTH DAY OF JULY, A.D. 2016, AT 11:56 O'CLOCK A.M. 6100262 8100 SR# 20164949663 co0 Authentication: 202673358 Date: 07-18-16 r You may verify this certificate online at corp.delaware.gov/authver.shtml RPUBLI ,49 State Secre Division Delivered FILED 1 SR 20164949663 Certificate of Formation of MIAiI PRODUCE CENTER, LLC rQ Q aware Stat °�-r ip�le ��n ()TICEeanrf Pe revirv, inc ates permit application rnems A' "t „umr:eCity bra WO timelines set forth In Me city of e decision -malting b eel retina -perri application thepublic hearing artl ten renMeiMea Num>fiF'mentitY2Mr— PZ-18-263 01/22/19 IE This Certificate of Formation is being duly executed by the undersigned as an authorized person for the purpose of forming a limited liability company pursuant to the Delaware Limited Liability Company Act: 1. The name of the limited liability company is Miami Produce Center, LLC. 2. The registered office of the limited liability company in the State of Delaware is 2711 Centerville Road, Suite 400, Wilmington, New Castle County, Delaware 19808. The registered agent for service of process at such address is Corporation Service Company. 3. This Certificate of Formation shall be effective upon filing. In Witness Whereof, the undersigned has executed this Certificate of Formation this 5 day of July, 2016. By Robert S. Wennett, Authorized Person co ,‘4'O y tiG' pUBLIC/yF� q� a State of Florida Department of State NOTICE Compeaon&start redewind,ams permuaptkaam mirrirmrn requirements under Mimi xlanelor me CryrnM Cork only.Prs permitapplcatonwn need M berdetlided publiclmnng in accordance sal timeNe selbM in MeC Miami Code. Mte appal. @cidon-maidng. W dy Nil mi Me permit appanwn etdo cubit nearing and render e recommendation a a Rrel d®don. PZ-18-263 01/22/19 'QFVI EW C°" I certify from the records of this office that MIAMI PRODUCE CENTER, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on July 19, 2016. The document number of this limited liability company is M16000005762. I further certify that said limited liability company has paid all fees due this office through December 31, 2018, that its most recent annual report was filed on January 11, 2018, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fourth day of June, 2018 Icy, 1).#41". Secretary of State Tracking Number: CU4239114752 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateofStatus/CertificateAuthenticatiot RESOLUTIONS BY MIAMI PRODUCE CENTER, LLC NOTICE Completion of sax renew indicates pemgt application meets minimum repulremen6 under Mani gland/or the City of Miami Code, oriy.Ti permitapglcationwur dtosc.. fora public healingg in accordance vnh limelnes setfofonC n in the ip of Nam! Cale. The applicable clecision-mating body. renew he pemvtapplicaton at atepubic head, and render eihaa recommendation or a final decision. These Resolutions are adopted by Robert S. Wennett (the "Managing Membe behalf of Miami Produce Center, LLC, and its manager, UIA MANAGEMENT, LLC, for purposes specified below. RECITALS: PZ-18-263 01/22/19 A. Miami Produce Center, LLC ("Miami Produce"), a Delaware limited liability company, organized and existing pursuant to a Certificate of Formation recorded with the Delaware Secretary of State on December 15, 2014, is governed by a Limited Liability Company Agreement dated as of August 31, 2016 (collectively, the "LLC Agreement"). B. Article XV of the LLC Agreement vests in Miami Produce's Manager, UIA Management, LLC, a Delaware limited liability company (the "Manager"), the sole and exclusive authority to manage Miami Produce's operations and affairs. Pursuant to Section 15.1 of the LLC Agreement, the Manager shall have all of the powers, authority and duties accorded to a "manager" (as that term is defined in Section 18-101(10) of the Limited Liability Company Act of 1992 of the State of Delaware (the "Act") by the Act and as otherwise provided by law, and any action taken by the Manager in accordance with Article XV in the LLC Agreement shall constitute the act of, and serve to bind the Company. Under Section 9.1 of the Limited Liability Agreement of the Manager dated March 10, 2005, Urban Investments Advisors, LLC ("UIA"), a Delaware limited liability company, is granted the sole and exclusive authority to manage the Manager's operations and affairs and to make all decisions regarding the Manager's business. Under the Amended and Restated Limited Liability Company Agreement of UIA dated January 1, 2005, Wellspring Investments Management I, LLC ("WIM I"), a Delaware limited liability company, has the sole and exclusive authority to manage UIA's operations and affairs and to make all decisions regarding UIA's business. Under the Amended and Restated Limited Liability Company Agreement of WIM I dated January 1, 2005, as subsequently amended, the managing member of WIM I has the exclusive authority to manage WIM I's operations and affairs and to make all decisions regarding WIM I's business. The Managing Member is the managing member of WIM I. C. Miami Produce is the owner of that certain parcel of real property located at 2140 NW 12th Avenue, Miami, Florida, 1215 NW 21st Street and 1243 NW 21st Street, Miami, Florida, and all related facilities, amenities, fixtures, and personal property situated thereon (collectively, the "Property"). D. Miami Produce desires to obtain certain land use and zoning approvals for the Property, including, without limitation, approval for a "Special Area Plan" (all land use and zoning approvals that are necessary for the Property being referred to collectively as the "Approvals"). MIAMI 5884298.1 83329/85503 2 E. The Managing Member has reviewed and approved the proposed Ap behalf of WIM I, UIA, and the Manager with respect to the portions of the Property Miami Produce. The Managing Member has determined that Miami Produce should pr the Approvals. RESOLUTIONS: NOTICE Cam im requirement IX staff review Indicates permitapplicaian meets mum requirement under Mom 21am/or the City of Miami Code, arty his pennitapdiahon willneed..sc Nrled bra public hearing in accordanrewi dtimeline set for. in the City of Mlaml Cale. The appllade RHM Laing g Cady MI review the cerritmplication at the public Fearing and rents either ren.toraf��daon. on 18-263 ais• 9,(> 11/22/19 oceec FV,EW G� NOW, THEREFORE, BE IT RESOLVED, that the Managing Member hereby adopts the foregoing Recitals by this reference as if restated in full herein and hereby certifies that Paragraph B of the Recitals fully and accurately set forth the chain of his authority to act on behalf of Miami Produce and the Manager. BE IT FURTHER RESOLVED, that the Managing Member hereby ratifies, confirms and approves Miami Produce seeking to obtain the Approvals. BE IT FURTHER RESOLVED, that each of the Managing Member and the Manager is authorized and empowered, in the name of and on behalf of Miami Produce, to execute all applications in connection with the Approvals and any and all other assignments, affidavits, documents, instruments, statements, certificates and agreements as may be required in order to obtain the Approvals (all such applications, assignments, affidavits, documents, instruments, statements, certificates and agreements collectively referred to as the "Approval Documents"). BE IT FURTHER RESOLVED, that each of the Managing Member and the Manager is authorized and empowered, in the name of and on behalf of Miami Produce, to enter into any amendments or modifications to the Approval Documents, or any other documents relating to the sale of the Property which may be either necessary or appropriate, as the Managing Member determines in his reasonable discretion to be in the best interests of Miami Produce. BE IT FURTHER RESOLVED, that each of the Managing Member and the Manager is authorized and empowered, in the name of and on behalf of Miami Produce, to take all other actions as may be necessary or appropriate, in the reasonable discretion of the Managing Member, to implement the purposes of these Resolutions. {Signature page follows} MIAMI 5884298.1 83329/85503 3 The undersigned has executed these Resolutions as of the s.. ` day of May, 2018. NOTICE C iozron of staff reriewntlimrespermit�Miaaan nce6 m requiremetumer Mum 21antlfor NeGry of Miarri Cotle, andni a cconiplgiotbnwfmrreel forth dJetlbra p Mbml anng inacroNa�widsmelinang inlemaf Mom Catle.Tmcalien at tie @cation-maMng d render ietiew me pemi[appf amen n atihnorPublic final decision. render eiNera n:mmmerxgtbn or a final tlrn'sion. PZ-18-263 Ro r S. Wennett, Managing Member of Wellspring Investments Management I, LLC, K\N._....s. the Managing Member of Urban Investments Advisors, LLC, the Member of UTA Management, LLC, the Manager of Miami Produce Center, LLC Miami Produce Center, LLC By: UIA Management, LLC, its Manager By: Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management I, LLC, Its Managing Member 01/22/19 MIAMI 5884298.1 83329/85503 DEVELOPMENT AGREEMENT BETWEEN THE CITY OF MIAMI, FLORIDA AND MIAMI PRODUCE CENTER, LLC, REGARDING DEVELOPMENT OF THE MIAMI PRODUCE PROJECT NOTICE Completion of staff neaewintlic.s permitappl'r.n meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vntl reel b be su,mUetl for a pudic tearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring b render resew the permit application at thepubtic hearing etl rents eiNea recommendation or a final derizion. PZ-18-263 01/22/19 This is a Development Agreement ("Agreement") made this day of , 2018, between Miami Produce Center, LLC, a Delaware limited liability company, ("Owner"); and the City of Miami, Florida, a municipal corporation and a political subdivision of the State of Florida ("City"), collectively referred to as the "Parties" to this Agreement. RECITALS WHEREAS, the Owner is the fee simple owner of 8.25 acres o operty in Miami -Dade County, Florida, legally described on Exhibit "A", having a street a. ® m of 2140 NW 12th Avenue, Miami, Florida ("Property"); and WHEREAS, on June 19, 2018, the Owner file' an application with the City for approval of a Special Area Plan ("Miami Produce SAP") in order to develop the Property as a mixed use development with residential units, retail, restaurants, educational uses, light manufacturing, and other amenities ("Project"); and WHEREAS, the Owner received Waiver #[] pursuant to Article 3, Section 3.9 of the Miami 21 Code ("Zoning Ordinance") from the City to allow a ten percent (10%) reduction in the required minimum acreage of nine (9) acres where the Miami Produce SAP is for approximately 8.25 acres; and, WHEREAS, the Property, pursuant to the Zoning Ordinance is presently zoned D2, District Zone and proposed to be zoned T6-12, Urban Core Zone; and WHEREAS, the Property, pursuant to the Miami Neighborhood Comprehensive Plan, is designated Industrial and proposed to be designated General Commercial; and WHEREAS, the proposed Project location in the industrial area of Allapattah will provide a mix of amenities and resources not previously available in that neighborhood for use and enjoyment by not only the residents and patrons of the Property, but also the general public; and WHEREAS, the proposed Project will create certain recurring fiscal benefits for the City's tax base as well as much needed temporary and permanent jobs for the City's residents; and MIAMI 5862989.6 83329/85503 1 WHEREAS, the Parties wish for the development to proceed substantially i with the "Miami Produce SAP Regulating Plan and Design Concept Book" attache "B" ("Regulating Plan and Design Concept Book"); and NOTICE CompleMan of staff review indices permit appfrztian meet minimum nments under Murry aantl/or the City of Miami �I Y. htLa1MLneselsebt be ronzbtlRhin atyhrpra MiamiGtle. hea Mcatle tleci9pn-maMng hotly vig reNew ihEICpabnora-cfirel EetlheariZizbn.end'r LiX WHEREAS, as a condition to the approval of the Miami Produce SAP, the Owne the City must enter into a development agreement pursuant to Article 3, Section 3.9.1.f of the Zoning Ordinance and the Florida Local Government Development Agreement Act, Florida Statutes, 163.3220 through 163.3243; and PZ-18-263 01/22/19 WHEREAS, assurances to the Owner that they may proceed in accordance with existing laws and policies, subject to the conditions of a development agreement, strengthens the public planning process, encourages sound capital improvement planning and financing, assists in assuring there are adequate capital facilities for the development, encourages private participation in comprehensive planning, and reduces the economic costs of development; and WHEREAS, the City Commission, pursuant to Ordinance No. [ ], adopted on [ ], 2018, has authorized the City Manager to execute this Agreement upon the terms and conditions as set forth below, and the Owner has been duly authorizes + -xecute this Agreement upon the terms and conditions set forth below NOW THEREFORE, in co ideration of the mutual covenants contained herein, it is hereby understood and agreed: Section 1. Recitals. The above recitals are true and correct and are incorporated into and made a part of this Agreement. Section 2. Consideration. The Parties hereby agree that the consideration and obligations recited and provided for under this Agreement constitute substantial benefits to all Parties and thus adequate consideration for this Agreement. Section 3. Rules of Legal Construction. For all purposes of the Agreement, unless otherwise expressly provided: (a) A defined term has the meaning assigned to it; (b) Words in the singular include the plural and words in plural include the singular; (c) A pronoun in one gender includes and applies to other genders as well; (d) The terms "hereunder", "herein", "hereof', "hereto", and such similar terms shall refer to the instant Agreement in its entirety and not to individual sections or articles; (e) The Parties hereto agree that this Agreement shall not be more strictly construed against any individual party as all Parties are drafters of this Agreement; and MIAMI 5862989.6 83329/85503 2 (f) The attached exhibits shall be deemed adopted and incorpora Agreement; provided, however, that this Agreement shall be deemed the event of a conflict between the attachments and this Agreement. NOTICE equi rMn Mur!,,aantl/oriM1e CityINMiami nw;-remm eeth,m�eamra ame-nesset forth inthe aryie or Miami C Section 4. Definitions. Capitalized terms that are not specifically defined herein sha the meaning given in the City Zoning Ordinance, Miami 21, as amended. "Agreement" means this Development Agreement between the City and the Owner. "City" means the City of Miami, a municipal corporation of the State of Florida, and all departments, agencies, and instrumentalities subject to the jurisdiction thereof. "Comprehensive Plan" means the comprehensive plan known as the Miami Comprehensive Neighborhood Plan (MCNP) adopted by the City pursuant to Chapter 163, Florida Statutes, meeting the requirements of Sections 163.3177, 163.3178, and 163.3221(2), Florida Statutes, which is in effect as of the Effective Date of the Agreement. "County" means Miami -Dade County, a political subdivision of the State of Florida. "Design Concept Book" means the Design Concept "Book as described in Exhibit "B" attached to this Agreement "Development" means the carrying out of any building activity, the making of any material change in the use or appearance of any structure or land, or the dividing of land into three (3) or more parcels and such other activities described in Section 163.3221(4), Florida Statutes. "Effective Date" is the date of recordation of the fully -executed, original version of this Agreement. "Existing Zoning" is the applicable zoning designation and land development regulations of the City Zoning Ordinance (Miami 21), the City Charter, and the City Code in effect as of the time of the Effective Date of this Agreement. "Land" means the earth, water, and air above, below, or on the surface, and includes any improvements or structures customarily regarded as land. "Laws" mean all ordinances, resolutions, regulations, comprehensive plans, land development regulations, and rules adopted by a federal, local or State government affecting the Development of Land. "Parties" means the Owner and the City. MIAMI 5862989.6 83329/85503 PZ-18-263 01/22/19 otle.Tnr tleci9an-maMng hotly vig review ' trItheariigartlienMeiNera norafirel Eetlzbn. 3 4° O Oa PUBLICy F9, 0 "Public Facilities" mean major capital improvements, including, but not li to, transportation, sanitary sewer, solid waste, drainage, potable educational facilities, parks and recreational facilities, streets, parking and he systems and facilities. NOTICE Completion of staff revew indicates permitappl'rzlian meet un requirement under Murry nantl/or the City of Miami only. his pmnitapptiration will need et bescheckledeC fora rearing In accordancewnth are-neaset formintheatyd Miami Castle. The appf tletlecdon-mritl render rentsng body retlew rm - petappliration at thepubtic hearing eeiNea , recommendation or a final Eerizion. "Regulating Plan" means the Regulating Plan for the Miami Produce SAP, as attached to this Agreement as Exhibit "B." PZ-18-263 01/22/19 ‘'gg'4 IEW COV Section 5. Purpose. The purpose of this Agreement is for the City to authorize the Owner to redevelop the Properties pursuant to the Miami Produce SAP. This Agreement will establish, as of the Effective Date, the land development regulations that will govern the Development of the Property, thereby providing the Parties with additional certainty during the Development process. This Agreement satisfies the requirements of Article 3, Section 3.9.11 of the City Zoning Ordinance (Miami 21). Pursuant to Section 3.9.1.f of Miami 21, Development within the SAP shall be pursuant to a recorded development agreement that will establish the allocation of Thoroughfares and Civic Space Types and Building Area among the Building sites, and the creation and retention of the public benefits. Section 6. Intent. The Owner and the City intend for this Agreement to be construed and implemented so as to effectuate the purpose of the Miami Produce SAP, this Agreement, the Comprehensive Plan, Existing Zoning, and the Florida Local Government Development Agreement Act, s. 163.3220 - 163.3243, Florida Statutes. Section 7. Applicability. This Agreement only applies to they Property as identified and legally described in Exhibit "A" ("SAP Property"). Section 8. Term of Agreement, Effective Date, and Binding Effect; Covenant Running with the Land. This Agreement shall have a term of thirty (30) years from the Effective Date and shall be recorded in the public records of Miami -Dade County and filed with the City Clerk. The term of this Agreement may be extended by mutual consent of the Parties subject to a public hearing, pursuant to s. 163.3225, Florida Statutes. This Agreement shall become effective on the Effective Date and shall constitute a covenant running with the land that shall be binding upon, and inure to, the benefit of the Owner, its successors, assigns, heirs, grantees, legal representatives, and personal representatives. If the Property is submitted to condominium ownership, then the association or other entity designated to represent all of the condominium ownership interests as to the Property, as may be applicable, shall be the proper entity or entities to execute any such release for properties in a condominium form of ownership after City approval as discussed herein. Section 9. Regulating Plan and Design Concept Book. The Property is intended to be developed and used substantially in accordance with the Regulating Plan and Design Concept Book as described in Exhibit "B" attached to this Agreement. Section 10. Zoning, Permitted Development Uses, and Building Intensities. The City has designated the Property as "Miami Produce SAP" on the official Zoning Atlas of the City, pursuant to the applicable procedures in the City Zoning Ordinance (Miami 21). As part of the Miami Produce SAP process, the Property is being rezoned to T6-24-0. The Regulating Plan and MIAMI 5862989.6 83329/85503 r 4 NOTICE Design Concept Book attached as Exhibit "B" provides for any deviations from t regulations of the City Zoning Ordinance (Miami 21). In approving the Miami Prod City has determined that the uses, intensities, and densities of Development permitte are consistent with the Comprehensive Plan and the Existing Zoning under the Cit Ordinance (Miami 21). Signage and deviations to the regulations in the City Zoning Ordi (Miami 21) are articulated further in the Regulating Plan and Design Concept Book and will be approved administratively in accordance with these regulations. Carpletion of Miff resew indicates permitappl'rzd.an meet rmientold Murry nand/or Me City of Miami n vnu reel M bezdhm.led fora WatTPc1w1M amellnes set forth In Me Gig or a iGtle The lir tleci9on-maltlng hotly WU rmiev public hearing artl rents ciNea rsm nor a final Eedzirm IE8-263 .01/22/19 Section 11. Future Development. Development within the Miami Produce SAP is intended to be developed substantially in accordance with the Regulating Plan and Design Concept Book attached as Exhibit "B". The criteria to be used in determining whether future Development shall be approved are the proposed development's consistency with the Comprehensive Plan, this Agreement, and the Miami Produce SAP. The Comprehensive Plan, this Agreement, and the Miami Produce SAP shall govern Development of the Property for the duration of the Agreement. The City's laws and policies adopted after the Effective Date may be applied to the Property only if the determination(s) required by Section 163.3233(2), Florida Statutes, have been made after 30 days' prior written notice to the Owner and after a public hearing. Pursuant to Section 163.3233(3), Florida Statutes, a prohibition on downzoning supplements, rather than supplants, any rights that may be vested to the Owner under Florida or Federal law. As a result, the Owner may challenge any subsequently adopted changes to land development regulations based on (a) common law principles including, but not limited to, equitable estoppel and vested rights; or (b) statutory rights which may accrue by virtue of Chapter 70, Florida Statutes. The City reserves all of its defenses, immunities, and any claims it may have it response to the right to challenge changes in the land development regulations. Section 12. Local Development Permits. e Project may require additional permits or approvals from the City, County, State, or Federal government and any division thereof. Subject to required legal processes and approvals, the City shall make a good faith effort to take all reasonable steps to cooperate with and aid in facilitating all such City approvals. Such approvals include, without limitation, the following approvals and permits and any successor or analogous approvals and permits: (a) Waiver(s), Warrant(s), Exceptioh(s), Variances and SAP Permits; (b) Subdivision plat or waiver of plat approvals; (c) Covenant in Lieu of Unity of Title or Unity of Title acceptance or the release of existing unities or covenants; (d) Building permits; (e) Certificates of use or occupancy; (f) Stormwater Permits; and (g) Any other official action of the Federal, City, County, State or any other government agency having the effect of permitting development of the Property. MIAMI 5862989.6 83329/85503 5 In the event that the City substantially modifies its land development regulations plan approval procedures, authority to approve any site plan for the Project shall be with the City Manager, with the recommendation of the Planning Director or any of party. Any such site plan shall be approved if it meets the requirements and criter Existing Zoning, the Comprehensive Plan, and the terms of this Agreement. NOTICE CoupMan of staff rEv.0 deans permitappkum meet eguirenttLz urMn Murry aantl/or the City of Miami Rignp #.�t;anl'm remm4eIInt amra n T appiG.4'vnm ameurnes set roan in the ary ar Aka 'Cotl�eerµµn ppllcade tlecion-maMng hotly vig reNew 4d1 nora heairaetlzun.gmtlrenc'er firel ,1t8-263 _ 01/22/19 Section 13. Utilities and Easements. The Owner understands and agrees that the utilities presently serving the Property may be insufficient for the Development of the Project. The Owner agrees that it will, at its sole cost and expense, make any and all changes, improvements, alterations, or enhancements to these facilities as necessary or appropriate to provide the required level of service to the SAP Property in order to comply with applicable laws without materially diminishing the service to other properties within the City. The Owner also understands and agrees that no development will encroach upon any existing easements, including platted easements, unless otherwise permitted by law. Section 14. Compliance With Florida Building Code, Florida Fire/Life Safety Laws, and all Applicable Laws. The Owner shall at all times in the Development and operation of the Project comply with all applicable laws, ordinances, and regulations including but not limited to the Florida Building Code and Florida Life Safety codes to ensure the safety of all Project and City residents and guests. Specifically and without limitation, the Owner will install and construct all fire safety equipment and water lines required pursuant to all applicable laws. Section 15. Notice. All notices, demands, and requests which are required to be given hereunder shall, except as otherwise expressly provided, be in writing and delivered by personal service or sent by United States Registered or Certified Mail, return receipt requested, postage prepaid, or by overnight express delivery, such as Federal Express, to the Parties at the addresses listed below. Any notice given pursuant to this Agreement shall be deemed given when received. Any actions required to be taken hereunder which fall on Saturday, Sunday, or United States legal holidays shall be deemed to be performed timely when taken on the succeeding day thereafter which shall not be a Saturday, Sunday, or legal holiday. To the City: City Manager City of Miami 3500 Pan American Drive Miami, FL 33133 With a copy to: City Attorney Miami Riverside Center 444 S.W. 2nd Ave., 9th Floor Miami, FL 33130 To Miami Produce Center, LLC/Owner: Robert Wennett UIA Management, LLC 1111 Lincoln Road, Suite 760 MIAMI 5862989.6 83329/85503 6 Miami Beach, FL 33139 With a copy to: Javier F. Avifo, Esq. Bilzin Sumberg Baena Price and Axelrod, LLP 1450 Brickell Avenue, 23rd Floor Miami, FL 33131 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Castle, only. his pmnitapplcatonvnllreelet be.le. fora publictea hng In accontlanrew1M aC mellnes set forth In the lryor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommen.on or a final tletlsion. PZ-18-263 01/22/19 Any party to this Agreement may change its notification address(es) by providing written notification to the remaining Parties pursuant to the terms and conditions of this Section. Section 16. Environmental. The City finds that the proposed Project will confer a significant net improvement upon the publicly accessible tree canopy in the area. The Parties agree that the Owner will comply with the intent and requirements of Chapter 17 of the City Code within the Miami Produce SAP where required. (a) For all trees placed within the SAP Property and abutting rights -of -way, the Developer shall install any needed irrigation and corresponding water meters to support the growth and viability of the trees located within the right-of-way. The Developer shall agree to water, trim, root, prune, brace or undertake any other necessary maintenance as may be required for trees located within the SAP Property and abutting rights -of -way for the term of this Agreement. The Developer further agrees to warrant each SAP Property tree and abutting right-of-way for the Term of this Agreement after installation. A tree removal permit shall be required for all removal, relocation and mitigation of trees within the SAP Property and abutting rights -of -way. (b) Tree installation. The Developer shall install trees opportunistically within the public right-of-way, subject to approval by the appropriate City department. (c) Staff Arborist Review. Tree installation and tree maintenance plans shall be administratively reviewed and approved by a City staff arborist. Section 17. Alcoholic Beverage Sales. Upon approval of this Agreement, pursuant to Chapter 4 of the City Code, a Retail Specialty Center is hereby designated for the Miami Produce SAP. Planning, Zoning and Appeals Board and/or City Commission approval shall not be required for Alcohol Service Establishments as principal uses to be located within the Miami Produce SAP. Such Alcohol Service Establishments may utilize a series 2-COP, 3PS, 4COP quota, or another alcoholic beverage license notwithstanding any other requirements of the City Code. The maximum number of Alcohol Service Establishments within the Retail Specialty Center shall not exceed five (5) Alcohol Service Establishments, exclusive of any such establishments in existence as of the date of this Agreement, and also exclusive of any bona fide licensed Restaurants where the sale of alcoholic beverages is entirely incidental to, and in conjunction with, the principal use of the sale of food (e.g. bona fide, food service establishments, regardless of type or series of alcoholic beverage licensure utilized). If the Miami Produce SAP Retail Specialty Center is located within a Specialty District or Entertainment District, the Alcohol Service Establishments within the Retail Specialty Center shall not be counted against the total MIAMI 5862989.6 83329/85503 7 NOTICE number of Alcohol Service Establishments allowed within the Specialty Entertainment District. The number of approved Alcohol Service Establishm increased by amendment to this Agreement before the City Commission and Sectio Agreement. Section 18. Public Benefits Pursuant to this Agreement. The proposed Project will create public benefit by providing a mix of amenities and resources not previously available in the industrial area of Allapattah and by creating certain recurring fiscal benefits for the City's tax base and temporary and permanent jobs for the City's residents. The public benefits set forth in this Section may be provided in phases as and when the vaous portions of the Project are developed. Compton of.ff r.ewintlic.s permitappk.n meet ntle Murry aantl/orfhe City of Miami • �p�gply npemA nMe%nel bbezu,meetlhra MIami.�linf{e. rdafkvnm ameuressetronninmearyar Miami Cntle. Theo .6 tlecdon-maMng hotly vig refiev tIn ry{ tm�c public hearirgartlrenM either norfirnitletlzbn. oPiit8-263 01/22/19 (a) Civic Space. Pursuant to 3.9.1 (e) of the Zoning Ordinance, the Owner shall incorporate a minimum of 5%. The Owner is currently proposing 15.8% as depicted in the Concept Book. The Owner shall be responsible for constructing the public improvements within the Special Area Plan, including but not limited to the Civic Space Types and Thoroughfares. (b) Job Creation & Employment Opportunities. Generally, the Owner shall consult with local and state economic development entities regarding job training and job placement services for area City residents seeking employment opportunities with potential employers which will locate or establish a business within the Miami Produce SAP. (c) Connectivity and Thoroughfares. The Miami Produce SAP is intended to provide a private pedestrian and vehicle promenade to serve as a thoroughfare, providing thru- site connectivity between NW 13th Avenue and NW 12th Avenue and connect to the Civic Spaces throughout the SAP. This promenade is intended to be aligned with NW 21st Terrace and create an enhanced pedestrian experience as well as aide traffic circulation around and through the Project. The Thoroughfares are established and provided for within the Concept Book. (d) Enable and Promote Use of Public Transit. The Miami Produce SAP is intended to provide direct connectivity to the adjacent Santa Clara Metrorail Station and promote the use of the Metrorail through the provision of directional signage and design elements. (e) Incorporation of Neighborhood Character. The Owner will use due diligence reasonable good faith efforts to retain the industrial character of the Property in harmony with the surrounding neighborhood context. In addition to the incorporation of industrial design elements, the Miami Produce SAP may include manufacturing - enabled retail uses or similar light industrial uses to retain the historic activities of the area. Section 19. Multiple Ownership. Owner shall have the right to develop the Project in phases, to sell or lease portions of the Project to third party developers, to condominiumize the Project (or portions thereof) and/or to enter into joint ventures for portions of the Project with MIAMI 5862989.6 83329/85503 8 4° O Oa PUBLICy 0.1 third parties. In the event of multiple ownership subsequent to the approval of th each of the subsequent owners, mortgagees, and other successors having interest in (or any portion thereof, including condominium unit owners) shall be bound by th provisions of this Agreement as covenants that run with the Property. NOTICE Co pleton of zdff rernintlic.s permitappfrztian meet minimum raOrernentEer Mioni aantl/or toe City of Miami n will need b bezd,mUetl fora with amellnes set forth In the aty of yliami Catle IThe appllmde tleci9on-maltlng hotly will re r n ora heal...io ienMeiNea norafireltletlzbn. Mw pzn$8-263 01/22/19 IE Section 20. Common Area Maintenance. The Owner will create, prior to the conveyance of any portion of the Property (less than the entire Property), a declaration of covenants, conditions and restrictions, easement and operating agreement or similar instrument, which shall provide for the maintenance of all common areas, private roadways, cross -easements, and other amenities common to the Property. This Agreement shall not preclude the Owner(s) of the Property from maintaining their own buildings or common areas not common to the Property. Such declaration, easement and operating agreement or similar instrument shall be subject to the approval of the City Attorney. Section 21. Annual Report and Review. (a) This Agreement shall be reviewed by the City annually on the anniversary of the Effective Date. The Owner shall submit an annual report to the City for review at least thirty (30) days prior to the annual review date. The annual report shall contain a section by section description of the Developer's compliance with its obligations under this Agreement. The Developer's obligation to submit an annual report shall cease as of the date on which this Agreement is terminated pursuant to any such term or provision herein. (b) If the City finds in the annual report, on the basis of competent substantial evidence, that the Owner has failed to comply with any of its obligations under this Agreement, the City may take action to terminate or amend this Agreement as set forth in this subsection. The City shall provide the Owner with written notice of its intent to terminate or amend the Agreement, and such notice shall state the reasons for the termination or amendment. Upon receipt of such written notice, the Owner shall have thirty (30) days to cure the default, or such longer period of time as may reasonably be necessary to cure the default if it is of such nature that cannot be cured within thirty (30) days; provided, however, that the Owner commences action to cure the default within thirty (30) days and diligently pursues the cure thereafter. Should the Owner fail to cure within the aforementioned periods, as applicable, the City may terminate or amend this Agreement by holding two (2) public hearing before the City Commission. Section 22. Modification. The provisions of this Agreement may be amended, added to, derogated, deleted, modified, or changed from time to time only by recorded instrument executed by the Owner, and the City after two (2) public hearings before the City Commission in accordance with Florida Statutes, Section 163.3225. If the Property is submitted to condominium ownership, then the association or other entity designated to represent all of the condominium interests as to the Property, as may be applicable, shall be the proper entity or entities to execute any such instrument described herein for properties in a condominium form of ownership after approval by the City and public hearings before the City Commission. In MIAMI 5862989.6 83329/85503 ‘e4 COV r 9 4° O Oa PUBLICy F9, 0 addition, pursuant to Section 163.3241, Florida Statutes (2017), if State or Fed enacted after the execution of this Agreement which are applicable to and preclud compliance with its terms, this Agreement shall be modified or revoked as provide Section as is necessary to comply with the relevant State or Federal laws. Any mo shall be in writing and signed by the Owner and City. • NOTICE orrpieeon or ze! re mw ineeaez perm! a,puaeen mesa requirement antler Marry ]lantl/orneCiarof Miami q��q pe�y�p w Lnes mbethint amra pEdk� acM�fvnm ameur�essecrorminmearyar `,Miami Cotle Tbeapplicatle tleci9an-maMng hotly vig reNew tlrapyprjt r'�t�p�' 1tAepubtic hearirgartl renMeiNea � IJC1, norafireltletlzbn. "IQZhit43-263 . 01/22/19 \ .�' 'cl?e._IEW GO�Q Section 23. Enforcement. The City, its successor or assigns, and the Owner shall have the right to enforce any of the provisions of this Agreement. Enforcement shall be by action at law or in equity against any party or person violating or attempting to violate any covenants, to restrain violation, to recover damages or both. Each party to any such action shall bear their own attorneys' fees and costs. This enforcement provision shall be in addition to any other remedies available at law, in equity or both. Additionally, the City may enforce this Agreement by any means allowed by law, including but not limited to injunction or via Chapter 2, Article X of the City Code. Section 24. No Exclusive Remedies. No remedy or election given by any provision in this Agreement shall be deemed exclusive unless expressly so indicated. Wherever possible, the remedies granted hereunder upon a default of the other Party shall be cumulative and in addition to all other remedies at law or equity arising from such event of default, except where otherwise expressly provided. Section 25. Authorization to Withhold Permits and Inspections. In the event the Owner is obligated to make payments or improvements under the terms of this Agreement or to take or refrain from taking any other action under this Agreement, and such obligations are not performed prior to the expiration of any applicable notice and/or cure period, in addition to any other remedies available, the City is hereby authorized to withhold any further permits for the Property and refuse any inspections or grant any approvals, with regard to any portion of the Property until such time this Agreement is complied with. Section 26. Exclusive Venue, Choice of Law, Specific Performance. It is mutually understood and agreed by all the Parties hereto that this Agreement shall be governed by the laws of the State of Florida, and any applicable federal law, both as to interpretation and performance, and that any action of law, suit in equity, or judicial proceedings for the enforcement of this Agreement or any provision hereof shall be instituted only in the courts of the State of Florida or federal courts and venue for any such actions shall lie exclusively in a court of competent jurisdiction in Miami -Dade County. In addition to any other legal rights, the City and the Owner shall each have the right to specific performance of this Agreement in court. If an action is brought in a court of competent jurisdiction, each Party shall bear their own attorneys' fees. Each Party waives any defense, whether asserted by motion or pleading, that the aforementioned courts are an improper or inconvenient venue. Moreover, the Parties consent to the personal jurisdiction of the aforementioned courts and irrevocably waive any objections to said jurisdiction. The Parties irrevocably waive any rights to a jury trial. MIAMI 5862989.6 83329/85503 r 10 Section 27. Severability. Invalidation of any of the sections in this Agreement, of court in any action initiated by a third party, in no way shall affect any of the oth of this Agreement, which shall remain in full force and effect. Section 28. Events of Default. NOTICE aywrtmm6urMn Murry nantl/oriM1e CityINMiami • I . nvnllreelet Beth InthMhra �1atdf&Akvnm am -rn.isecroominme ClryAe or Miami Cntle.ITheappticatle tlecitlan-maltlng body v r reNew WYVI pubtichemir .enMei"' lJ V 1 norafirelEetlzun. PZ-18-263 01/22/19 (a) The Owner shall be in default under this Agreement if the Owner fails to perform or is in breach of any term, covenant, or condition of this Agreement which is not cured within thirty (30) days after receipt of written notice from the City specifying the nature of such breach; provided, however, that if such breach cannot reasonably be cured within thirty (30) days, then Owner shall not be in default if it commences to cure such breach within said thirty (30) day period, diligently prosecutes such cure to completion, and notifies the City in writing of its attempt to comply. (b) The City shall be in default under this Agreement if the City fails to perform or breaches any term, covenant, or condition of this Agreement and such failure is not cured within thirty (30) days after receipt of written notice from the Owner specifying the nature of such breach; provided, however, that if such breach cannot reasonably be cured within thirty (30) days, the City shall not be in default if it commences to cure such breach within said thirty (30) day period and diligently prosecutes such cure to completion, and notifies the Owner in writing of its attempt to comply. (c) It shall not be a default under this Agreement if either party is declared bankrupt by a court of competent jurisdiction after the Project has been built. All rights and obligations in this Agreement shall survive such bankruptcy of either Party. The Parties hereby forfeit any right to terminate this Agreement upon the bankruptcy of the other Party. The default of any Owner, successor or Owner of any portion of the Owner's rights hereunder shall not be deemed a breach by any other Owner, or any other successor or Owner of any portion of the rights of the Owner hereunder or any other successor. Section 29. Remedies Upon Default. (a) Neither party may terminate this Agreement upon the default of the other Party, except as specifically provided in this Agreement, but shall have all of the remedies enumerated herein. (b) Upon the occurrence of a default by a Party to this Agreement not cured within the applicable grace period, the Owner and the City agree that any party may seek specific performance of this Agreement, and that seeking specific performance shall not waive any right of such party to also seek monetary damages, injunctive relief, or any other relief other than termination of this Agreement. If an action is MIAMI 5862989.6 83329/85503 11 *0 PUBLICy F9, 0 Section 30. brought in a court of competent jurisdiction to seek specific perfo Party shall bear their owns attorneys' fees. Obligations Surviving Termination Hereof. Notwithstanding and over any contrary term or provision contained herein, in the event of any lawful termina this Agreement, the following obligations shall survive such termination and continue in full force and effect until the expiration of a one (1) year term following the earlier of the Effective Date of such termination or the expiration of the Term: (i) the exclusive venue and choice of law provisions contained herein; (ii) rights of any Party arising during or attributable to the period prior to expiration or earlier termination of this Agreement; and (iii) any other term or provision herein which expressly indicates either that it survives the termination or expiration hereof or is or may be applicable or effective beyond the expiration or permitted early termination hereof. NOTICE Completion of zd, review inrfealez permit appfrztian meet rnitirmrn eqummimt nMurn 2lantl/oriM1e City INMiami I�q r4n'g nvvitireelbbez intnechna •puMmi Ccdg vnm am-maldntron:NMr iew thepeCastle.The lion tlepubLpnemaltingbeendirlitheri ihepemn[appticalion at Mepubtic heariigartl ienMeiNea recommendation or a final dedzion. PZ-18-263 • • 01/22/19 REVIEW COB Section 31. Lack of Agency Relationship. Nothing contained herein shall be construed as establishing an agency relationship between the Parties nor its employees, agents, contractors, subsidiaries, divisions, affiliates, or guests shall be deemed agents, instrumentalities, employees, or contractors of the City for any purpose hereunder, and the City, its contractors, agents, and employees shall not be deemed contractors, agents, or m ployees of the Owner or its subsidiaries, divisions, or affiliates. Section 32. Cooperation. (a) The Parties agree to cooperate with each other to the full extent practicable pursuant to the terms and conditions of this Agreement. The City shall use its best efforts to expedite the permitting and approval process in an effort to assist the Owner in achieving its Development and construction milestones. The City will accommodate requests from the Owner or the Owner's general contractor and subcontractors for review of phased or multiple permitting packages, as allowed by law or as approved by the Building Official in consultation with the Planning Director or any other relevant parties, such as those for excavation, site work and foundations, building shell, core, and interiors. (b) ` Notwithstanding the foregoing, the City shall not be obligated to issue Development permits to the extent the Owner does not comply with the applicable requirements of the City Zoning Ordinance (Miami 21), the Comprehensive Plan, this Agreement, or any applicable building codes. Section 33. Recording. This Agreement shall be recorded in the Public Records of Miami - Dade County, Florida by the Owner and at the Owner's expense and shall inure to the benefit of the City. A copy of the recorded Agreement shall be provided to the City Manager, City Clerk, and City Attorney within two (2) weeks of recording. Section 34. Successor(s), Assigns, Heirs, Grantees, and Designees. The covenants and obligations set forth in this Agreement shall run with the SAP Property extend to the Owner, their successor(s), heir(s), grantee(s) and/or assigns. Nothing contained herein shall be deemed to be a dedication, conveyance, or grant to the public in general nor to any persons or entities except as expressly set forth herein. MIAMI 5862989.6 83329/85503 r 12 NOTICE Section 35. Approvals. Whenever any matter set forth herein is made subject to of the City, the City Manager and/or the City Attorney, the approval shall be express and the City, the City Manager and/or the City Attorney (as applicable) shall not u withhold, delay or condition any such approval. The failure to grant or withhold approval within five (5) business days after receipt of written notice requesting the same (or other time period as may be expressly provided in this Agreement), shall be deemed approval of such matter. *mum reyuirertrents Murrv2lantl/oriM1e City INMiami nw;uremmee�ea mra vnm ameunes set forth in me ary or Miami Castle.ITM1e appl'raMe tlecitlon-maMng hotly IOU rAe v Wi=g7n btic rnarieyab ienMeiNe� VVVV orafirel Eetlzbn. aki -263 o /22/19 Section 36. Time. Time shall be of the essence for the performance of all obligations of the Owner and the City under this Agreement. Whenever this Agreement provides for or contemplates a period of time for performance of any obligation, such time period shall be calculated using calendar days, except when such time period is expressly stated to be calculated in business days. Any date in this Agreement which falls upon a Saturday, Sunday or legal holiday (defined as any weekday upon which banks in Miami, Florida or the City are not open for business) shall be deemed to be extended to the next business day. The term "business day" as used in this Agreement means any day that is not a Saturday, Sunday, or legal holiday. Section 37. Limitation of Liability. In no event shall any of the officers, directors, shareholders, partners, members, managers, employees or agents of Owner, or any subsidiaries or affiliates of Owner, ever be personally liable for any judgment against Owner under this Agreement. All of the officers, directors, shareholders, partners, members, managers, employees or agents of Owner, and any subsidiaries or affiliates of Owner, including, without limitation, Robert S. Wennett, Wellspring Investments Management I, LLC, a Delaware limited liability company, Urban Investments Advisors, LLC, a Delaware limited liability company, and UIA Management, LLC, a Delaware limited liability company are hereby unconditionally and irrevocably released, satisfied and forever discharged of and from any and all actions, causes of action, claims, demands, losses, costs and expenses, whether direct, contingent or consequential, liquidated or unliquidated, at law or in equity, that the City has or may or shall have against Owner arising out of this Agreement. Section 38. Estoppel. The City shall, within thirty (30) business days of its receipt of a written request from Owner, provide Owner with a written estoppel certificate duly executed stating: (a) to the best of the City's knowledge, whether Owner is in default or violation of this Agreement and setting forth with specificity the default or violation (if any); (b) that this Agreement is in full force and effect and identifying any amendments to the Agreement as of the date of such certificate; and (c) such other information as may be reasonably requested by Owner or any prospective purchaser or lender. Such estoppel certificate shall be certified to Owner and any prospective purchaser and/or lender, as applicable. MIAMI 5862989.6 83329/85503 13 [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] [SIGNATURE PAGES TO FOLLOW] MIAMI 5862989.6 83329/85503 NOTICE Completion of staff reaewintlic.s permitappl'r.n meet rnitirmrn requirement under Miami aantl/or the City of Mimi Cock, only. his permitappticationvntl need b besG,mUed fora pudic tearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring b render rmiew the permit application at thepubtic hearing etl rents eiNea recommendation or a final tlerizion. PZ-18-263 01/22/19 14 *0 pUBLICy 0 0 IN WITNESS WHEREOF, these presents have been executed this day of MIAMI PRODUCE CENTER, LLC limited liability company a NOTICE Completion of staff reHewintlic.s permitappl'r.n meet 5111=ntler Murry 21antl/oriM1e City INMimi PW nimenes meezorth Inthe afore ary or Miaubkmi wlec tlmetirresset rbodyvin miew thepeGMa.Thealon epubLpnemaltingbeendillrefine tlrepemn[a recommendation Mion or a hearing ald renMeiNea remmmeMation or a firm ...ion. ES82J 93 By: UIA Management, LLC, a Delaware limited liability company, its Manager By: Urban Investments Advisors, LLC, a Delaware limited liability company, its Sole Member By: Wellspring Investments Management I, LLC, a Delaware limited liability company, its Managing Member By: Name: Robert S. Wennett itle: Managing Member STATE OF FLORI COUNTY OF MIAMI- The foregoing instrument was ackefore me this day of 2018, by Robert S. Wennett, the Managing r of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UIA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is ( ) personally known to me or ( ) produced a valid driver's license as identification. My Commission Expires: Notary Public: Sign Name: Print Name: [NOTARIAL SEAL) IN WITNESS WHEREOF, these presents have been executed this day of , 2018. MIAMI 5862989.6 83329/85503 •4 GOV IS 15 *0 pUBLICH gyb% ATTEST: Todd Hannon, City Clerk APPROVED AS TO FORM AND CORRECTNESS: Victoria Mendez City Attorney MIAMI 5862989.6 83329/85503 CITY OF MIAMI, a municipal co BY: NOTICE CompMan of sdff reaewintlic.s permit application meet rnitirmrn requirement under Miami aantl/or the City of Mimi Cock, only. his pemnitappticationvnll need et besh,mkletl fora pu. rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cc.. The appf de Cecislon-marring body vig reWew Mallon taheopnuobrtic finariiEgaztlbrents eiNea PZ-18-263 01/22/19 ‘'4 �FVIEW COV Emilio T. Gonzalez, City Manager r 16 JOINDER BY MORTGAGEE SunTrust Bank, a Georgia banking corporation, being the holder of that certain Assignment of Rents, Security Agreement and Fixture Filing dated August 31, 2016, ex Miami Produce Center, LLC, a Delaware limited liability company, and recorded in 0 Records Book 30224, Page 931, in the Public Records of Miami -Dade County, Florida, together with all modifications thereto (the "Mortgage"), hereby consents to the filing of, and agrees that the Mortgage shall be subordinate to, the foregoing Development Agreement. NOTICE Completion of sdff reaewintlic.s permit application meet rnitirmrn requirement under Miami aantl/or the City of Mimi Cock, only. his permit application vnti reel et be sh,mdetl for a pudic rearing In accordance tlmellnes set forth In the Gig or f d MiamiGMe. Theapptlecdon-mring body vig retie the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. Signed, Sealed and Delivered in the presence of: Sign Print Name Sign Print Name STATE OF FLORI COUNTY OF tP l8-2 63 SUNTRUST BANK, a Georgia banking corporation By: Name: Title: The foregoing instrument was acknowledged before me this day of 20, by , as of SUNTRUST BANK, a Georgia banking corporation, on behalf of said corporation. He/She is ( ) personally known to me or ( ) has produced a Florida driver's license as identification. My Commission Expires: MIAMI 5862989.6 83329/85503 Notary Public, State of Florida 17 MIAMI 5862989.6 83329/85503 EXHIBIT "A" LEGAL DESCRIPTION NOTICE Carplefion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Munv aantl/orthe City of Mimi Cock, only. his permitappticafionvnllreelb be.le. tlfora pudicteahng In accortlamellnes set forth In the Clryor Miami Castle. The appf ob.e tletlecdon-mring body vig rmiew the peril application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 18 EXHIBIT "B" REGULATING PLAN AND DESIGN CONCEPT BOOK MIAMI 5862989.6 83329/85503 NOTICE Carplefion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Munv aantl/orthe City of Mimi Cock, only. his permitappticafionvnllreelb be.le. tlfora pudicteahng In accortlamellnes set forth In the Clryor Miami Castle. The appf ob.e tletlecdon-mring body vig rmiew the peril application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 19 Miami Economic Associates, Inc. June 14, 2018 Mr. Francisco J. Garcia Director, Planning City of Miami 444 SW 2ntl Avenue 3rd Floor Miami, FL 33130 Re: Economic and Fiscal Benefits Analysis Miami Produce Mixed -use Project Dear Mr. Garcia: NOTICE CompMeon of staff re.iew indicates permit application me. rnirinatrn requirements unaor Miami Clandforthe City ofMiami Co., only. This permit application w; in.]. eexnmaoa for a peak hearing In accordance WM nmeunes set (ordain the City of Miami Code. The applicable pecison-malting body vnll reitev the permit application at thepublic hearing and render eithera recommendation or a hurl doeskin. PZ-18-263 01/22/19 Miami Economic Associates, Inc. (MEAT) has performed an analysis to estimate the economic and fiscal benefits that will be realized by the City of Miami and Miami -Dade County as well as two other governmental jurisdictions as a result of the development of the Miami Produce mixed -use project in the Allapattah area of the City of Miami. The Subject Project, which will front on NW 12th Avenue between NW 21 st and 22nd Streets, will include the following uses: • 1,204 rental apartment units • 230,886 square feet office space • 227 hotel units in a full -service facility • 74,800 square feet of retail and restaurant space • A 78,347 square foot for -profit educational facility that will accommodate 400 students studying art, architecture, design and culinary arts • 1,175 parking spaces The purpose of this letter report is to provide you with the results of the analysis which MEAI performed. The estimates of economic and fiscal benefits presented in this report were calculated based on rates for taxes and fees that are subject to change as are the construction costs that we assumed in our analysis. Accordingly, the actual fiscal and economic benefits generated by the proposed mixed -use project for the City of Miami, Miami -Dade County and the other governmental jurisdictions enumerated above may vary from those estimated below and 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: d3051 669-0229 Fax: t8661 496-6107 Email: meainkabellsouth.net Mr. Francisco J. Garda Director, Planning City of Miami May 14, 2018 Page 2 the differences may be significant. All monetary amounts in this letter are express Dollars. Key Findings The key findings of the analysis MEAI performed are as follows: Economic Benefits NOTICE Completion of staff resew inrkales permit application mealy mitinyirn requlrenents u.or Miam ]land/or the City of Miami i Co.,, ony. Ms permit application Mile. robestl>edbed fora . pubk healing In accordance vAM 4metines set forth In the City of Miami Code. The applicable pecison-malting body vnll retrev the pemt application at thepubtic hearing and render eithera recommendation or a final decision. PZ-18-263 20)1i&2/19 • During the period in which the Miami Produce mixed -use project is being developed, 5,757jobs will be created, including 3,472 construction jobs on -site (direct jobs). The remainder of the jobs will either be in businesses that support the construction industry such as building supply and trucking companies (indirect jobs) or in establishments in which the construction workers and the indirect workers spend their earnings (induced jobs). The workers occupying these direct, indirect and induced jobs are projected to earn more than $305.15 million in wages and salaries throughout the period in which the project is being constructed. • After the development of Subject Project has been completed, it is expected that 1,482 workers will be employed on -site annually on a full-time equivalent basis in the proposed retail and restaurant space. An additional 858 indirect and induced workers will also be employed on a full-time equivalent. The earnings of all these workers on an annual basis are expected to approximate $113.0 million annually. It should, however, be noted that the number of people employed on -site will likely be greater than 1,482 because substantial portions of the workforces in the retail and food and beverage sectors as well as the hotel sector are part-time workers. ■ The occupants of the proposed rental apartment units will spend approximately 20 percent of their incomes while in residence on retail goods and in restaurants. While a small portion of their expenditures will on -site, the preponderance of them will occur off -site, providing support for additional jobs in the retail and food and beverage sectors as well as additional indirect and induced jobs. MEAI further believes that the preponderance of these additional jobs will be located within the City of Miami and/or Miami -Dade County. Assuming an annual rate of occupancy of 95 percent, MEAI estimates that the expenditures of the housing living at the Subject Project in retail and food and beverage establishments will approximate $16.7 million annually. Fiscal Benefits • During the period that the proposed Miami Produce mixed -use project is being developed, the City of Miami will collect approximately $8.3 million in general and trade -related building permit, impact fees and fees for certificates of occupancy and completion. It will also collect trade -related building permit fees in amounts that cannot presently be estimated based on the information currently available. Included in this amounts that it will collect will be approximately $4.77 million in park impact fees. Miami -Dade County and the Miami -Dade County Public School District will also receive significant benefits, with the former collecting Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669.0229 Fax: (305) 669-8534 Email: meaink©bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 3 more than $14.1 million in road impact fees and water and sewer connection fe latter more than $1.5 million in school impact fees. NOTICE Completion ofstaff review indrale,permit application rm. mitimirn requirements under Miami zlandror Me City of Miami Co.,, only. This permit apWeatMnw;in.] M b schedu dMra pub. fearing In accordance WM timelines (ordain the City a Miami Code. The applicablepecision-maltingng body ll maiev ' the permit application at thepublic hearing and render eithera recommendation or a hurl &dson. PZ-18-263 ,d t0122/19 • After the development the proposed project is fully cornpleted, the general/operating funds of the City of Miami, Miami -Dade County and the Miami -Dade County Public School District will collect approximately $8.26 million annually in ad valorem taxes, with the City's share exceeding $3.25 for its General and Debt Service Funds. The amount of ad valorem taxes that each jurisdiction will collect on an annual basis will be more than 47 times greater than the amount they collected in the current fiscal year on the properties on which the Subject Project will be developed. • The Subject Project will be well -located for its residents to take advantage of Metrorail and Metrobus service and as such should increase transit ridership, potentially enabling Miami - Dade County --- and its taxpayers --- to reduce the amount that those services need to be subsided with funds raised through ad valorem taxes. The remainder of this letter report, which is organized as shown at the top of the next page, provides a complete discussion of the findings of our analysis and their bases. Section Page Economic Benefits 4 Fiscal Benefits 6 Bases of Estimates of Fiscal Benefits 8 Closing 11 Project Description As discussed in the introductory paragraph of this letter report, the Miami Produce mixed -use project will be located in the Allapattah area of the City of Miami on a parcel land that fronts on NW 12th Avenue between NW 21 st and NW 22nd Streets. The parcel historically served as the site of a produce market. The Subject Project will include the following uses: • 1,204 rental apartment units • 230,886 square feet of office space • 227 hotel units • 74,800 square feet of retail and restaurant space • A 76,347 square foot for -profit educational facility • 1,175 parking spaces From a market prospective, the proposed rental apartments, which represent the most significant use in the Subject Project, will benefit from their proximity to the Santa Clara Metrorail Station, enabling the prospective residents to easily commute to such major employment centers as the Civic/Medical Center area, Downtown Miami, Mercy Hospital Downtown Coral Gables and the University of Miami and the Dadeland area. Several Metrobus routes also use NW 12th Avenue. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 4 The proposed rental apartment units will include a mix of efficiencies (749 units or 6 of the total), 1-bedroom units (154 units or 12.8 percent of the total) and 2-bedroo bedroom units (301 units or 25.0 percent of the total). The units will range in size from 41 1,518 depending on unit type, with the average unit being 625 square feet in size. Based on information provided by the developer, Miami Produce Center, LLC, MEAI expects that the proposed rental apartment units will rent at an average rate of $3.00 per square foot per month, which will result in an annual rental roll, assuming the units are 95 percent occupied, approximating $29.5 million. MEAI further estimates that at the estimated rental rate, a substantial portion, if not all, of the efficiencies and one -bedroom units, which equate to 75 percent of the total units, will qualify as workforce housing, i.e. attainable by households with incomes equal to or less than 140 percent of the Area Median Income in Miami -Dade County, which is currently $51,800. NOTICE With respect to the other proposed uses, the following points are noted. Completion of staff review inekales permit application rm. mitimirn requirements under Miami zlandror Me City of Miami Co., only. This permit apWeatpnw;in.] M b schedu dnora pub. tearing In accordance WM limetines set (ordain the City a Miami Code. The applicable clecison-making body vnll review the permit application at thepubtic hearing and render eithera recommendation or a hurl dedsian. PZ-18-263 ,rc@fr(2/19 • Miami Produce Center, LLC expects the proposed office and retail and restaurant space to achieve average rental rates on an annual basis of $45 per square foot. It further anticipates that the office space will appeal to a wide range of users in terms of business sector and that 75 percent of the retail and restaurant space will be occupied by food and beverage establishments. Finally, it estimates that the retail and restaurants space will achieve average annual sales volumes of $650 per square foot. • The proposed hotel will be a full -service facility that offers food service and meeting and function space as well as lodging in its 227 rooms. Miami Produce Center LLC estimates that the property will achieve a stabilized level of occupancy of 85 percent at an average daily rate per occupied room of $200 per night. • The proposed for -profit educational facility is being designed to accommodate 400 students studying art, architecture, design and culinary arts in curricula that will each extend one-year in duration under the auspices of a staff comprised of approximately 50 instructors and administrators. The operator of the facility will pay rent of $40 per square foot for use of the space it occupies. Information that was also provided by Miami Produce Center LLC estimates that it will cost approximately $400.0 million to develop the Subject Project in terms of hard construction costs. An additional $100.0 million will be spent on soft costs that will include, but not be limited to, architecture and engineering fees, building permits and impact fees, project management, real estate taxes, insurance and construction loan interest during the development period, marketing and leasing commissions. Accordingly, the Miami Produce mixed -use project will cost approximately $500.0 million to develop. Economic Benefits The term "economic benefits" relates to the positive impact that the Miami Produce mixed -use project, when developed, will have on the economy of the City of Miami and Miami -Dade County. The economic benefits that the project will provide will be both non -recurring and recurring in nature, with the former occurring during the construction period, the latter on an Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 5 annual basis each year after the project has been fully completed. Table 1 at the top page summarizes the economic benefits that the Subject Project will generate. The amounts shown are expressed in 2018 Constant Dollars. NOTICE Completion of staff resew inrkates permit application meets minimtrn requirements u.or Miami Clane/or Me City of Miami Co., only. This permit application will reed. EesC edul. for a puck rearing In accordance WM arm -nose' forth in ate City of Miami Code. The appl'I1the pecison-malting Early vnll retiep the permit application at thepubtic hearing and render eithera remmmendation or tim ide .., Table 1 Economic Benefits Miami Produce Mixed -use Project (2018 Constant Dollars) Benefits Non -recurring Recurring Jobs Created Direct 3,472 1,482 Indirect 967 402 Induced 1,318 456 Total 5,757 2,340 Labor Income (All workers) $ 305,158,300 $ 112,978,900 Gross Domestic Product (Value-added) $ 386,645,700 $ 223,839,300 Source: Miami Produce Center, LLC IMPLAN: GAI Consultants Inc.; Miami Economic Associates, inc. With respect to Table 1, the following points are noted: • The estimates of job creation, labor income and gross domestic product (or value-added) were formulated using the IMPLAN Input -Output Model developed at the University of Minnesota over 35 years ago and which has been updated on a continuing basis in the ensuing years. A description of the model may be found in the appendix to this report on page 12. • The term "direct jobs" refers to jobs on -site. "Indirect jobs" are jobs in industries related to the on -site economic activity while 'induced jobs" are jobs in economic sectors across the entirety of the economy in which the direct and indirect workers spend their earnings. Illustratively, during the construction period, the direct jobs would be filled by the on -site construction workers. The indirect workers would include people employed by building supply and trucking firms, among others, that provide goods and services that support the on -site construction activity. The Induced workers would include people working in supermarkets and doctors' offices, among other venues, that the direct and indirect workers patronize. • The estimates of non -recurring benefits are based on the project's estimated cost of hard construction, which is expected to total $400 million. Soft costs were not included in the input to the model since the model estimates those expenses and their inclusion in the input would result in double -counting. The benefits shown would be generated throughout the entirety of the development period and are stated 2018 Constant Dollars. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669.8534 Email: meaink@bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 6 • The estimates of recurring benefits are annual amounts expressed in 2018 Cons for each year after development of the entire project has been completed. The in induced jobs as well as labor income and gross domestic product were estimated base there being a total 1,482 direct employees on -site on a full-time equivalent basis. The number of full-time equivalents was estimated by assuming the following: c The office space would be occupied by 4 employees per 1,000 square feet. c The portion of the retail and restaurant space occupied by food and beverage establishments would employ 5 workers per 1,000 square feet while the businesses occupying the remainder of the space would employ 2 workers per 1,000 square feet. o The hotel would employ 0.7 workers per room. o The staff of the for -profit educational facility would be comprised of 50 instructors and administrators. o The project would employ 30 people in leasing, property operations and maintenance and parking operations. D Completion of staff resew inekates permit application rm. mitimirn requirements u.er Miami 31and/or Me City of Miami Co.,, only. This permit application wain.] M besmh]b] for a pub. fearing In accordance WM limetines set (ordain the City of Miami Code. The appl'labe pecison-malting body ll `� he permit application at thepubtic hearing and render either lthg ithera recommendation or a final dedsian. NOTICE With respect to economic benefits, one additional point should be considered. The occupants of the proposed rental apartment units will spend approximately 20 percent of their incomes while in residence on retail goods and in restaurants. While a small portion of their expenditures will likely occur on -site, substantial amounts will occur off -site, providing support for additional jobs in the retail and food and beverage sectors as well as additional indirect and induced jobs. MEAI further believes that the preponderance of these additional jobs will be located within the City of Miami and/or Miami -Dade County. Based on conventional underwriting standards used to determine the level of income required to make a specific level of rent attainable and assuming a 95 percent annual rate of occupancy, MEAI estimates that households residing at the Subject Project will have a combined income approximating $83.6 million annually and will spend approximately $16.7 million annually in retail and food and beverage establishments. Fiscal Benefits The term "`fiscal benefits'' refers to the positive impact that the Miami Produce mixed -use project will have on the finances of the City of Miami. Miami -Dade County and the other two jurisdictions in which it will be located. Table 2, on the next page, summarizes the fiscal benefits that the project will generate on both a non -recurring and annual recurring basis for each jurisdiction. With respect to the table, the following points are noted: • The amount of ad valorem taxes that the Subject Project will generate on an annual basis for the City of Miami's General Fund as well as all the other funds shown in Table 2 is nearly 47 times greater than the amount that each of those funds will collect in the current fiscal year on the properties on which it will be built. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink©bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 7 Table 2 *ORPUBLIC yFq J�O OF 4)4 NOTICE Completion of staff review indcaer permit apptiaden meets rniinyten requirements under Miami z,androrthe City ofMiami Code, only. This permit apWeatpnwig need ....dood for a peak hearing In accordance WM timelines set forth Ingle City of Miami Code. The applicable pecison-malting bogy vnll rettev the permit application at thepuble hearing and render eithera recommendation ore hurl &ester. PZ-18 263 01/2 /19 - - Miami Produce Mixed -use Project (2018 Constant Dollars) Jurisdiction Non -recurring Recurring City of Miami _ Master Building Permit Fees _ $ 2,150,000 Trade -related Building Permit Fees ** Impact Fees _ $ 6,157,610 Certificates of Completion and Occupancy $ 621,485 Ad valorem Taxes General Fund $ 3,013,270 Debt Service Fund $ 240,486 Utility Taxes and Franchise Fees ** Occupational License Fees ** Miami -Dade County Road Impact Fees $ 12,216,533 Water & Sewer Connection Fees $ 1,906,966 Building Permit Surcharge $ 279,000 Ad Valorem Taxes General Fund $ 1,891,028 Debt Service Fund $ 162,080 Library Fund $ 115.077 Local Option Sales Taxes $ 1,081,675 Hotel Occupancy Taxes $ 845,121 Water & Sewer Service Charges ** Occupational License Fees ** Miami -Dade Public School District School Impact Fees $ 1,526,128 Ad valorem Taxes Operating Fund $ 2,744,825 Debt Service Fund $ 89,144 Children's Trust (Ad valorem taxes) $ 189,350 — Amount cannot be estimated based on the information currently available. Source: Miami Produce Center, LLC; Relevant sections of the City of Miami Code; Miami -Dade County; Miami -Dade County Property Appraiser; Miami Economic Associates, Inc. • The estimate shown above of the impact fees to the City of Miami and Miami -Dade County and the water and sewer connection fees that will be paid to the Miami -Dade Water & Sewer Department are understated because they do not include the fees that will need to be paid on the proposed for -profit educational facility due to fact the published fee schedules do not provide a method for calculating the fees that will need to be paid on a facility of the type Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 8 proposed. The estimate of water and sewer connection fees is also understated does not include the amount that will need to be paid on the meters through whic will be provide because there is not sufficient engineering information currently availa know the number and sizes of meters that will be installed. Finally, the amounts of the trade - related building permits cannot be estimated at this time based on the information currently available. NOTICE D Completion of staff resew inc ., permit application meets mitimirn requirements u.er Miami Mand/or Me City of Miami Co.,, only. This hermit aprMealMn wane. ....dui. Mr a publk tearing In accordance WM limetines set (Whin Me City of Miami Code. The appl'lrabe decision -making body vnll rmiev `� he permit application at thepubllc hearing and render either recommendation or a finaln °midi . f 11g22293 • The estimate of ad valorem taxes shown in Table 2 are understated since they are based solely on the estimated value of the real property that will exist at the proposed project when it is developed. Ad valorem taxes will also need to be paid on the personal property such as furniture, fixtures and equipment in the non-residential uses. • Certain benefits identified in Table 2 cannot be estimated at this time because insufficient information is available to do so; however, the payment of these benefits will provide increased revenue for the City of Miami and/or Miami -Dade County. That will be particularly true in the case the amount the City of Miami will collect in utility taxes and franchise fees. One additional point should be noted. As discussed in the preceding section when the Subject Project was described, it is well -located for its residents to take advantage of Metrorail and Metrobus service and as such should increase transit ridership, potentially enabling Miami -Dade County --- and the taxpayers --- to reduce the amount that those services need to be subsided with funds raised through ad valorem taxes. Bases of Estimates of Fiscal Benefits The materials that follow explain how the estimates of fiscal benefits presented in Table 2 were calculated. All monetary amounts are in 2018 Constant Dollars. Non -recurring Fiscal Impacts • The amount the City of Miami collects for general building permits for a multi -family residential and/or commercial project is based on the amount that will be spent to build it in terms of hard costs. The rate charged is 1.0 percent for all costs up to $30.0 million and 0.5 percent on all costs above that figure. Based on estimated hard construction costs approximating $400.0 million, the general building permit fee and the associated fees just enumerated will total $2,150,000 A Miami -Dade Code Compliance fee in the amount of $279,000 will also need to be paid. • The various trades involved in constructing a new project including the roofing, electrical, plumbing, structural, mechanical, elevator, swimming pool and fire safety system contractors will also be required to pay permit fees on their work at a rate of 1.0 percent of the dollar value of their work. Calculation of the fees that the trades will pay requires that the project's final engineering drawings be completed, which has not yet occurred. Accordingly, the trade -related fees that will be paid cannot be quantified at this time. The City of Miami charges impact fees on all new construction projects for police, fire -rescue and general services. Park impact fees are also paid on residential units. For the purpose of Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr, Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 9 NOTICE Completion of staff review indrate, permit application rm. rnirimtrn requirements u.or Miami Clan:/or Me City of Miami Co., only. This permit application wig need M eexnmuoa for a punk rearing In accordance WM timelines set forth In the City a Miami Code. The applicable pecison-maltingE eyvnll retiev the permit application at thereat,. hearing and render eithera remmmendation or a hurl &Osten. calculating these fees, it is assumed that the space occupied by restaurant classified as retail space. Based on the quantities of development proposed and current impact fee rate schedule, it is estimated that impact fees totaling $6,157,610 paid to the City of Miami on the proposed rental apartment units, hotel, office space and retail and restaurant space. Additional impact fees may also need to be paid on the educational facility; however, the published rate schedule does not indicate a fee for the type of educational facility proposed in the Subject Project. New projects within the City of Miami are required to pay road impact fees to Miami -Dade County. When the project includes residential units, it also needs to pay impact fees to the Miami -Dade County Public School District for schools. Based on the quantities of development proposed and the County's current impact fee schedule, road impact fees in the amount of $12,216,533 will be need to paid on the proposed rental apartment units, hotel, office space and retail and restaurant space. Additional impact fees may also need to be paid on the educational facility; however, the published rate schedule does not indicate a fee for the type of educational facility proposed in the Subject Project. School impact fees in the amount of $1,526,128 will also need to be paid. • The Miami -Dade Water & Sewer Department requires that base connection fees be paid to activate water and sewer service for a new project. Based on the amount of proposed development, the County's estimated gallonage per use and a rate of $6,99 per gallon connection charge, the Subject Project will need to pay $1,906,966 in base connection charges. Additional monies will be owed dependent on the number of meters through which service is provided and the size of the meters. Since these engineering parameters have not be established, a fee estimate with respect to the meters cannot be formulated at this time. • Once construction of the Subject Project has been completed, Certificate of Occupancy fees of $105 per unit will be need to be paid for each rental apartment unit and certificate of completion fees will need to be paid on the hotel, office, retail and restaurant space and the educational facility in the amount of $0,10 per square feet. Accordingly, fees in the amount of $621,485 will need to be paid for these certificates. Recurring Fiscal Impacts • The millage rates currently being levied for ad valorem tax purposes by the governmental entities referenced on Table 2 are shown at the top of the next page. The ad valorem tax revenues projected were calculated by applying these millage rates to proposed project's estimated taxable value, which was assumed to be $405.2 million, which is a figure that equates to the current assessed value of the land on which the Subject Project will be developed plus the estimated hard cost to construct it. Miami Economic Associates, Inc, 6861 S.W. 89« Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@7bellsouth.net Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 10 NOTICE Corrploaon of staff review inrkale, permit application meek rnirimarn requirements under Miami Claud/or Me City of Miami Co.,, only. This permit application wain ]....due. fora punk hearing In accordance WM liVlnesset (ordain the City of Miami Code. The applicable pecison-malting body vnll the permit application at thepubllc hearing and render either lthg ithera recommendation or a final &Osk r, Rate/$1600 Entity/Fund Taxable Value A PZ-1B Taxes 9Afrova RF City of Miami III E General Fund 7.4365 $ 3,013,270 Debt Service Fund 0.5935 $ 240,486 Miami -Dade County General Fund 4.6669 $ 1,891,028 Debt Service Fund 0.4000 $ 162,080 Library 0.2840 $ 115,077 Miami -Dade County Public Schools Operating 6.7740 $ 2,744,825 Debt Service 0.2200 $ 89,144 Children's Trust 0.4673 $ 189,350 ■ The City of Miami collects utility taxes and franchise fees from the providers of telephone, electric and other such services based on their revenues. The amount collected as a result of the development of the proposed Miami Produce mixed -use project will be dependent on the amount of these services used by the project's residents, hotel guests and commercial tenants; therefore, it cannot be quantified at this time. • The Miami -Dade Water & Sewer Department will provide water and sewer services to Subject Project. The service fees that will be generated will be a determined by usage and the number and the size of the meters through which service is provided. Since the engineering parameters of the proposed project are not yet known, an estimate of the service fees earned cannot be formulated at this time. • Both the City of Miami and Miami -Dade County will collect occupational license fees from the operators of the hotel the for -profit educational facility as well as the occupants of the proposed office, retail and restaurant space at the Subject Project. The amounts collected cannot be estimated at this time since they will depend on knowing the exact nature of the businesses housed in the retail space, which is not currently known. • Miami -Dade County will collect a 1-cent County option sales tax on rents paid for the commercial space the proposed project as well as on the overwhelming preponderance of the sales receipts of the project's retailers and restaurants. The amounts collected will be shared equally by the Miami -Dade Health Trust and Miami -Dade Transit. For the purpose of this analysis, it has been assumed that the rental apartment units as well as the office, retail and restaurant space will be 95 percent occupied on an annual basis and that 90 percent of the sales in the 18,700 square feet of space occupied by retail establishments will be exempt from sales tax. Based on these assumptions. and the information previously presented regarding rent levels and the prospective operating performance of the proposed hotel and retail and restaurant space, it is estimated that County option sales taxes in the amount of $1,081,675 will be collected on annual basis Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsauth.net 263 /19 Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 11 NOTICE Completion of staff review indicates permit application meets mitimtrn requirements under Miami ziandror the City of Miami Co.,, only. This permit application w; in.] M beached°. nor a pub. fearing In accordance WM timelines set (ordain the City a Miami Code. The appl'lrabe pecison-malting body ll reitev `, the permit application at thepubtic hearing and renWdereither a rewmmeMation or a hurl decision, • The proposed hotel will be required to pay hotel occupancy taxes to Miami -Dade the revenues it records on the sale of room -nights at a rate of 6 percent. As achieves an annual occupancy rate of 85 percent on its 227 rooms and an average rate per occupied room of $200, hotel occupancy taxes in the amount of $845,121 will need to paid Closing The analysis performed by MEAI demonstrates that development of the proposed Miami Produce mixed -use project would be highly beneficial fiscally to the City of Miami. Miami -Dade County and the other jurisdiction in which it will be located. It will also provide employment opportunities for residents of the City of Miami and/or Miami -Dade County both while it is being built and after construction has been completed. Sincerely, Miami Economic Associates, Inc. Andrew Dolkart President Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@6ellsouth.net 263 2/19 Mr. Francisco J. Garcia Director, Planning City of Miami May 14, 2018 Page 12 Appendix Minnesota IMPLAN Input -Output Model NOTICE CompMeon of staff review indicates permit application me. rnirinatrn requirements unaer Miami Clandfor the City of Miami Co., only. This permit application w; in.]. eexnmuoa for a peak hearing In accordance WM nmeunes set (ordain the City of Miami Code. The applicable pecison-malting body vnll reitev the permit application at thepublic hearing and render eithera recommendation or a hurl doeskin. PZ-18-263 01/22/19 The Minnesota IMPLAN Input -Output Model relies on multiplier analysis which quantifies the cumulative effect of dollars inserted into the regional economy. As a dollar moves through the region, it creates additional revenue for linked businesses and/or their employees who also spend that money. More simply, expenditures dispersed by one entity become revenue to another, continuing an economic cycle which ultimately dissipates, bleeding into other regions or areas. Although a number of economic models are available, they work in fundamentally similar ways and center on the same indicators. The Minnesota IMPLAN model was initially created over 35 years ago at the University of Minnesota and has been upgraded on a continuing basis in the ensuing years. The multiplier impacts calculated by the Minnesota IMPLAN model are based on input-output methodology, which explicitly considers the inter -industry linkages that exist within an economy. Each industry needs labor and inputs from other industries in order to produce economic output. Whenever an industry experiences an increase in the demand for its output, many other industries within that economy indirectly experience an increase in demand as well because of these inter -industry linkages. This increase in demand that results from the need for material inputs is called the indirect effects. In addition, an increase in production within a region also leads to an increase in household income through the hiring of workers, which in turn generates further demands for goods and services within the region. Firms also need to expand their base of physical capital to meet higher levels of demand, and this too stimulates regional economic growth. The latter effects are referred to as induced effects. The inter -industry linkages and the induced effects on consumer and capital spending lead to successive rounds of production, and this process results in an increase in output that exceeds the initial change in demand, or a multiplier effect. Similarly, the increase in household income will exceed the initial payroll increase encountered in the industry that experienced the original increase in demand. The total change in employment in the regional economy is a multiple of the direct change in employment. In addition to estimating employment, MEAI also used the Minnesota IMPLAN model to quantify the total earnings or labor income of the direct, indirect and induced workers as well as the total gross domestic product, or value added, that would result from the efforts of the direct, indirect and induced employees. Labor income consists of all forms of employment income including wages and salaries and proprietor income. Gross domestic product (GDP), also known as value-added, is the increased value of a product or service as the result of the economic inputs (labor and capital) expended at a given stage, GDP is the sum of wages and salaries, proprietor income, interest and indirect business taxes. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email. meaink@bellsouth.net • Traffic Impact Analysis tor Submittal to the City of Miami Miami Produce Special Area Plan (SAP) Miami, Florida Kimley>>> Horn © 2018 Kimley-Horn and Associates, Inc. Updated November 2018 August 2018 043157001 NOTICE Completion of staff review indicates permit application neat n requirement under Muni 21and/or the City of Miami code. ually Riz pamaapgirati luau reel to heschelrled fora public Fearing in accordance wit, timeMes set forth in the City of Miami Cade. The applicable tlecidan-miring body uma miew the perrrit application at thepubtic hearing and rents eithera recommendation or a final dedzion. PZ-18-263 01/22/19 0 pUBLIc,1 tp��c 0 Traffic Impact Analysis for Submittal to the City of Miami Miami Produce Special Area Plan (SAP) Miami, Florida Prepared for: Miami Produce Center, LLC Prepared by: Kimley-Horn and Associates, Inc. Kimley>»Horn ©2018 Kimley-Horn and Associates, Inc. Updated November 2018 August 2018 043157001 Q. NOTICE Conplenon of staff review indicates permit apptiationmeek sninimfrn requlrenertls under Miami uandfor the city of Miami Co., only. This remit apnMatbnvnu o ne ischeduledscheduledstlMr puck tearing In accordance WMskies set fforth lntim Cityof Miami Code. The applicable decision -making body ll review the pemit appliCatbn at thepubllc hearing and render either recommendation or a final decision. PZ-18-263 01/22/19 ri,,/ M;�lyre Wish, STATE OF °its '/1/1fJl11,0\� No. 62541 John McWilliams, P.E. Florida Registration Number 62541 Kimley-Horn and Associates, Inc. 600 North Pine Island Road Fort Lauderdale, FL 33324 CA # 00000696 ts$‘'44' IEW C°' Kimley>>> Horn Tra EXECUTIVE SUMMARY Miami Produce Center, LLC is proposing a mixed -use redevelopment generally bou 22nd Street to the north, NW 215t Street to the South, SR 933/NW 12th Avenue to the east, pact Analy ss Completion of sdff neaewintlic.s permit application meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnitappticationvnti need et bescheckledeC fora pudic rearing In accordance with tlmellnes set forth In the Gigot Miami Code. The appf de decison-mddng body vr resew the pemit application at thepubtiand render rents c hearing eiNea recommendation or a final dedzion. 13th Avenue to the west in Miami, Florida. The proposed redevelopment consists of 1,200 high- rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. Access to the proposed redevelopment is provided via one (1) full -access driveway along NW 13' Avenue between NW 215t Street and NW 215t Terrace and one (1) full -access driveway along NW 13th Avenue between NW 215t Terrace and NW 22nd Street. Furthermore, to improve mobility and circulation, the project is proposing to extend NW 21st Terrace from NW 13th Avenue to SR 933/NW 12th Avenue via a one-way eastbound roadway. The project is also proposing to convert NW 22nd Street between NW 13th Avenue and SR 933/NW 12th Avenue to a two-way roadway. A traffic impact analysis was conducted for the project consistent with the City of Miami requirements. Trip generation calculations for the proposed redevelopment were performed using the Institute of Transportation Engineers' (ITE's) Trip Generation Manual, 10th Edition. Transportation corridor segment capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours under all analysis conditions. The project is committing to providing a series of improvements including bicycle amenities such as a bicycle share station and short-term and long-term bicycle parking, carpool incentive programs, subsidized transit passes for employees, electric vehicle charging stations, designated scooter/motorcycle and carpool/vanpool parking spaces, and other policies that encourage transit usage. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - i November 2018 Kimley>>>Horn Tra TABLE OF CONTENTS INTRODUCTION DATA COLLECTION 3 CAPACITY ANALYSIS METHODOLOGY 6 Level of Service Standard 6 Transportation Corridor Level of Service Methodology 6 Intersection Level of Service Methodology 6 EXISTING CONDITIONS CAPACITY ANALYSIS 8 Transportation Corridors 8 FUTURE BACKGROUND TRAFFIC CONDITIONS 17 Background Area Growth 17 PROJECT TRAFFIC 19 Existing and Proposed Land Uses 19 Project Access 19 Trip Generation 22 Multimodal Reduction 22 Internal Capture 22 Pass -by Capture 22 Net New Project Trips 23 Trip Distribution and Assignment 25 FUTURE TOTAL TRAFFIC 30 FUTURE CONDITIONS CAPACITY ANALYSIS 32 Future Background Traffic Conditions 32 Future Total Traffic Conditions 35 TRANSPORTATION CONTROL MEASURES PLAN 38 CONCLUSION 39 pact Analy ss Carp.fion of sdff reaewintlic.s permit appl'ra.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Castle, only. his pmnitappticafionvnllreelet be.leck fora publictea hng In accordance wN aC 1 mellnes set forth In the lryor Miami Castle. The appf the decison-maldng body vig resew the pemit application at thepubtiandts c hearing reneiNea recommendation or a final d.sion. F-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page- ii November 2018 Kimley>>> Horn Tra LIST OF FIGURES Figure 1: Site Location Map Figure 2: Existing A.M. and P.M. Peak Hour Traffic Volumes Figure 3: Future Background A.M. and P.M. Peak Hour Traffic Volumes Figure 4A: Miami Produce SAP Ingress Routes Figure 4B: Miami Produce SAP Egress Routes Figure 5: Peak Hour Net New Trip Distribution Figure 6: Peak Hour Net New Trip Assignment Figure 7: P.M. Peak Hour Pass -By Trip Distribution Figure 8: P.M. Peak Hour Pass -by Trip Assignment Figure 9: Future Total A.M. and P.M. Peak Hour Traffic Volumes pact Analy ss Carp.fion of sdff reaewintlic.s permit appl'ra.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Castle, only. his pmnit applcaton vnll reel b be sd,mk. for pudic teahng In accordance w1N amellnes set forth In the Clryor Miami Castle. The appf the decison-maldng body vig resew the pemit application at thepubtiandts c hearing reneiNea recommendation or a final d.sion. Ff8-263 0 22/19 18 20 21 26 27 28 29 31 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page- iii November 2018 Kimley>>> Horn Tra LIST OF TABLES pact Analy ss Cmrp.fion of sdff re.wintlic.s permit appl'ra.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Cotle, only. his pmnit applcaton vnll reel b be sd,mk. for pudic teahng In accordance w1N tlmellnes set forth In the Gig or Miami Code. The appf the decison-maldng body vig resew the pemit application at thepubtiandts c hearing reneiNea recommendation or a final d.sion. F-263 01/22/19 Table 1: Transportation Corridor Level of Service Thresholds Table 2: Existing A.M. and P.M. Peak Hour Roadway Volumes 8 Table 3: Peak Hour Transit Conditions on SR 933/NW 12th Avenue North 10 Table 4: Peak Hour Transit Conditions on SR 933/NW 12th Avenue South 11 Table 5: Peak Hour Transit Conditions on NW 20th Street West 12 Table 6: Peak Hour Transit Conditions on NW 20th Street East 13 Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions 14 Table 8: Existing P.M. Peak Hour Transportation Corridor Segment Conditions 14 Table 9: Existing Peak Hour Intersection Conditions 16 Table 10: Proposed Net New Trip Generation 24 Table 11: Cardinal Trip Distribution 25 Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions 33 Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions 33 Table 14: Future Background Peak Hour Intersection Conditions 34 Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions 36 Table 16: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions 36 Table 17: Future Total Peak Hour Intersection Conditions 37 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - iv November 2018 Kimley>>> Horn Tra LIST OF APPENDICES APPENDIX A: Site Plan APPENDIX B: Methodology Correspondence APPENDIX C: Traffic Data APPENDIX D: Miami -Dade Transit Data APPENDIX E: Existing Conditions Analysis APPENDIX F: Growth Rate Calculations APPENDIX G: Trip Generation APPENDIX H: Cardinal Trip Distribution APPENDIX I: Volume Development Worksheets APPENDIX J: Future Background Conditions Analysis APPENDIX K: Future Total Conditions Analysis pact Analy ss Completion ofs., reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - v November 2018 Kimley>>> Horn Tra INTRODUCTION Miami Produce Center, LLC is proposing a mixed -use redevelopment generally bou 22nd Street to the north, NW 215t Street to the South, SR 933/NW 12th Avenue to the east, pact Analy ss Completion of sdff neaewintlic.s permit application meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnitappticationvnti need et bescheckledeC fora pudic rearing In accordance with tlmellnes set forth In the Gigot Miami Code. The appf de decison-mddng body vr resew the pemit application at thepubtiand render rents c hearing eiNea recommendation or a final dedzion. 13th Avenue to the west in Miami, Florida. The proposed redevelopment consists of 1,200 high- rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. A location map is provided as Figure 1. A conceptual site plan is included in Appendix A. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Miami. The purpose of the study is to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. This report is being submitted in accordance with the requirements of the Special Area Plan (SAP) application. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic impact analyses. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. All methodology correspondence is included in Appendix B. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 1 November 2018 Figure 1 Location Map Miami Produce SAP Miami, Florida Kimley>>> Horn Tra DATA COLLECTION A.M. peak period (7:00 to 9:00 A.M.) and P.M. peak period (4:00 to 6:00 P.M.) turning counts were collected on June 5, 2018 (Tuesday) at the following intersections: • NW 28th Street and SR 933/NW 12th Avenue • NW 22nd Street and NW 13th Avenue • NW 22nd Street and SR 933/NW 12th Avenue • NW 215t Terrace and NW 13th Avenue • NW 215t Terrace and SR 933/NW 12th Avenue • NW 21st Street and NW 13th Avenue • NW 21st Street and SR 933/NW 12th Avenue • NW 20th Street and NW 17th Avenue • NW 20th Street and NW 14th Avenue • NW 20th Street and NW 13th Avenue • NW 20th Street and SR 933/NW 12th Avenue • NW 20th Street and NW 10th Avenue • NW 16th Street and SR 933/NW 12th Avenue • NW 14th Street and SR 933/NW 12th Avenue pact Analy ss Completion ofs., neaewintlic.s permit application meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnitappticationvnti need et bescheckledeC fora public rearing In accordance with amellnes set forth In the Clryor Miami Castle. Theappf the decdon-mnng body iresew the permit application at thepubtic hearings ld render rents eiNea recommendation or a final dedzion. 26 Prkle322/19 Additionally, 24-hour continuous counts were collected on June 5th, 2018 (Tuesday) at the following roadway segments: • SR 933/NW 12th Avenue North (between NW 20th Street and NW 28th Street) • SR 933/NW 12th Avenue South (between NW 14th Street and NW 20th Street) • NW 20th Street between West (NW 17th Avenue and SR 933/NW 12th Avenue) • NW 20th Street East (between NW 12th Avenue and NW 10th Avenue) All volumes were collected in 15-minute intervals. All traffic counts were adjusted to peak season conditions. Please note that the appropriate Florida Department of Transportation (FDOT) peak season factor for the study corridors and study area intersections is 1.03. Signal timing information was obtained from Miami -Dade County Department of Transportation and Public K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 3 November 2018 Kimley>>> Horn Tra Works — Signals and Signs Division for all study area signalized intersections. movement counts, 24-hour volume counts, FDOT peak season factor category repor timing data are included in Appendix C. pact Analy s" TICE CarpleAon of zdff re�ewindealez permit appl'ranan nce6 " mum Tippirr Mn will need ortlre iityled for u•-� pf nlellnelet Eez In the hra dei�vnmame-rn searomyinmr aryie d themiCnCapgUc Lion tepubLanearigadng bodyndirlithew iheperd[a recommendation Nion or a heafinal dgartlienMeiNea mmeMation or a final tletlzbn. 118-263 01/22/19 Figure 2 presents the existing turning movement volumes at the study intersections during the weekday A.M. and P.M. peak hours. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 4 November 2018 NOT TO SCALE �ry 414 t 60 (92) 570 (1,022) r, (123) NW 21st Terrace NW 21st Street NW 13th Avenue (5) 15 J (41) 48 ti (7) 40 q Jl (2) 31 J (6) 14 7 414 (4) 22 J (11) 26. (23) 38 LA t 28 (25) m f 550 (948) o m J 1 I. r 201 (93) J 14 (124) 84 J (553) 937 ti (88) 85 NW 17th Avenue �tr rv� 03) 55 J •1 t r (72) 46 J (514) 834 ti m (801) 940 ti (92) 2167 (11) 197 Kimley>>>Horn NW 14th Avenue t 47 (96) 82 (153) dii, re m (60) 67 J •1 t r (105) 125 ti (54) 71 7 m 14 SITE t 18 (8) 9 (6) ` 9 (9) (40) 66 J (7) 31 ti (15) 36 7 J1 (4) 37 32 (83) r 22 (16) 1r L 10 (26) r t 55 (58) 639 (992) r 25 (6) NW 2Oth Street (23) 21 414 tr NW 16th Street tr NW 12th Avenue t 75 (141) 494 (822) r 144 (146) NW 28th Street NW 22nd Street NW 21st Terrace 41l4 end MICE (;FraizstP— xtawarArt=treatt4=' , 1/22 263 ovzv19ls t 47 (77) 448 (634) t 85 (34) (110) 139 J i t (547) 696 ti (117) 169 1 t 78 (140) (47) J 14 r 31 (112) NW 14th Street (64) 66 J '1 t r (13) 64 (65) ]] .J — n t 151 (163) 353 (446) J l 4 r 200 (340) (135) 127 J �i t r (157) 465 (185) 192 7 CN ^ �' (166) 123 J (556) 518 ti (125) 377 Z NW 10th Avenue tr Figure 2 Existing Traffic (2018) Miami Produce Miami, Florida Kimley>>> Horn Tra CAPACITY ANALYSIS METHODOLOGY Level of Service Standard pact Analy ss Completion ofs., reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 01/22/19 Level of service (LOS) is the traffic performance measure generally used in traffic impact analyses. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard. However, as extraordinary transit service (Metrorail) operates within the vicinity of the redevelopment, the level of service standard is LOS E + 50%. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular capacity of a roadway. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Tables 1 summarizes the level of service thresholds for each study corridor for existing, future background, and future total conditions. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from FDOT's Quality/Level of Service Handbook, 2018. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's Synchro software, which applies methodologies outlined in the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM), 2000/2010 Editions. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 6 November 2018 Table 1: Transportation Corridor Level of Service Thresholds CarpMen of staff res4ew inckales permitapplimdan meet un requirement under Mum 21antl/or the City of Mimi Cock, only. his permit appLcation vnll reel b to sd,eldetl br pudic tsarina In accordance with Irnanes set fond In the CI of LOS NW 12th Ave North (NW 20th St and NW 28th St)(1) NW 12th Ave South (NW 14th St and NW 20th St)(2) NW 20th St West (NW 17th Ave and NW 12th Ave)(3) ` the permit appliralim rt Ne pubK I prig and render e' N J► nth S , = s pp t I`3.. (NW 12th Av �9 p'l ge)(3) Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds REVIEW C° V/C Ratio A (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) C 470 0.26 880 0.32 423 0.26 423 0.26 D 1,390 0.76 2,190 0.79 1,251 0.76 1,251 0.76 E 1,840 1.00 2,780 1.00 1,656 1.00 1,656 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 Note: (1) Based on Minor (1 signal per quarter mile) roadway, two-lane directional divided with exclusive left -turn lanes. (2) Based on Minor (1 signal per quarter mile) roadway, three -lane directional divided with exclusive left -turn lanes. (3) Based on Minor (1 signal per quarter mile) roadway, (10 percent capacity reduction), two-lane directional divided with exclusive left -turn lanes. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 7 November 2018 Kimley>>> Horn EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors Tra emu, l,eg, Intl S a mitinurn requirement under Murry aantl/or the City IN Miami Castle, only. his pmnit application vnll reel b be sd,mkleL for a pudic rearing In accordance vAN tlmellnes set forth In the Cltyor Miami Castle. The appf taetlecdon-mntl render rents ng body resew the permit application at thepubtic hearing eeiNea recommendation or a final tledzion. PZ-18-263 01/22/19 Vehicular roadway conditions and transit ridership were examined to determine current level of service for the transportation corridors examined in this study. Table 2 presents the unadjusted existing A.M. and P.M. peak hour directional traffic volumes, peak season conversion factors, and the existing peak season A.M. and P.M. peak hour directional traffic volumes for the study corridors. Corridor count data is included in Appendix C. Table 2: Existing A.M. and P.M. Peak Hour Roadway Volumes Roadway Segment Direction Raw Existing Volumes (veh/hr) Peak Season Factor Peak Season Volumes (veh/hr) From To A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour SR 933/NW 12th Avenue NW 20th Street NW 28th Street Northbound 686 1,304 1.03 707 1,343 Southbound 1,118 632 1.03 1,152 651 NW 14th Street NW 20th Street Northbound 739 1,165 1.03 761 1,200 Southbound 1,084 701 1.03 1,117 722 NW 20th Street NW 17th Avenue NW 12th Avenue Eastbound 1,098 748 1.03 1,131 770 Westbound 699 1,212 1.03 720 1,248 NW 12th Avenue NW 10th Avenue Eastbound 1,030 862 1.03 1,061 888 Westbound 637 1,059 1.03 656 1,091 Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) bus service operating along the corridors. Four (4) Miami -Dade transit routes presently serve the study corridors during the A.M. and P.M. peak hours. In addition, the study area is served by the Metrorail heavy rail system. • Route 12 operates along NW 12' Avenue in the vicinity of the study area with 30-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 8 November 2018 0 0a pU BLIC, Kimley>>> Horn Tra • Route 21 operates along NW 12th Avenue and NW 20th Street in the vicinity area with 30-minute headways in the northbound and southbound directions A.M. and P.M. peak hours. pact ANOTI C E .61l Ind ale pe [ ppaad rnhirnsrn requirement antler Murry Plantl/ortoe Ci.af Miami Cock, onty. his pamit app... en vnll reel b be sd,mkled for a puck rearing In accordance WM emeenes set forth In the Gigot aeCmonearing draywureaepr a�eim eonpo; nealiryam renaereimea rernmm final decision. - 011/22I s63 IE • Route 32 operates along NW 12th Avenue and NW 20th Street in the vicinity of the study area with 30-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 95 operates along NW 12' Avenue in the vicinity of the study area in the northbound and southbound directions with 30-minute headways during the A.M. peak hour and 10-minute headways during the A.M. peak hour. • Route 113/Route M operates along NW 12th Avenue and NW 20th Street in the vicinity of the study area with 45-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Metrorail operates at the Sant Clara Station in the vicinity of the study area with an average headway of 5-minutes in the northbound and southbound directions during the A.M. and P.M. peak hours. Metrobus routes on the study corridors utilize buses with capacities of 59 passengers. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hours using the appropriate headways and capacities. Metrobus route maps are included in Appendix D. Ridership data was obtained from Miami -Dade Transit for the identified transit routes. The data reflects typical ridership on the routes using the most recent ridership information available. Furthermore, the City of Miami Trolley, Allapattah, Stadium, and Health District routes operate along NW 12' Avenue and NW 20' Street in the vicinity of the study area. The routes serve the study area during the A.M. and P.M. peak hours. Ridership capacities were assumed to be 40 passengers (34 seats and 6 standing -room spaces). Tables 3 through 7 present the existing A.M. and P.M. peak hour ridership on the routes studied. The ridership data obtained from Miami - Dade Transit is included in Appendix D. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 9 November 2018 co 0 Kimley>>> Horn *0sz PUBLIC,1 44� a,�' OZ Tra Q pactANQTICE -4 Table 3: Peak Hour Transit Conditions on SR 933/NW 12th Avenue North Direction Peak Hour Headways in Vehicles Hour Capacity Per Peak Hour Directional J'N Fr1 '9� ` 1 A �, Transit Route Information of Travel minutes A.M. (P.M.) per A.M. (P.M.) Vehicle (riders) Person -Trip Capacity A.M. (P.M.) R. RSV► , Ridership A.M. (P.M.) SR 933/NW 12th Avenue North between NW 20th Street and NW 28th Street 30 2 118 23 riders Northbound 59 Route 12 (30) (2) (118) (30 riders) 30 2 118 49 riders Southbound 59 (30) (2) (118) (23 riders) 30 2 118 29 riders Northbound 59 Route 21 (30) (2) (118) (21 riders) 30 2 118 41 riders Southbound 59 (30) (2) (118) (28 riders) 30 2 118 I 7 riders Northbound 59 Route 95 (10) (6) (354) (102 riders) 30 2 118 33 riders Southbound 59 (10) (6) (354) (6 riders) 5 12 6,048 1,040 riders Northbound 504 Metrorail (5) (12) (6,048) (1,120 riders) 5 12 6,048 992 riders Southbound 504 (5) (12) (6,048) (2,480 riders) 18 6,402 1,099 riders Northbound - - (22) (6,638) (1,273 riders) Total 18 6,402 1,115 riders Southbound - - (22) (6,638) (2,537 riders) K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 10 November 2018 tl�pe pplicati mitinurn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitappticationvnll need et bescheckledeC fora pudic rearing In accordance with ilmellnes set forth In the Cltyor Miami Castle. Theappf th tlecdon-miring body resew the pemit application at th public hearing etl rents eithera r a final Eeoson. 2/ 3 Q‘'4 WC°v Kimley>>> Horn Tra Table 4: Peak Hour Transit Conditions on SR 933/NW 12th Avenue South Transit Route Information Direction of Travel Peak Hour Headways in minutes A.M. (P.M.) Vehicles per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) J'X .kIu18_ . 4, • rPa11(2 _RF ' VIE Ridership A.M. (P.M.) SR 933/NW 12th Avenue South Between NW 14th Street and NW 20th Street 30 2 118 23 riders Northbound 59 Route 12 (30) (2) (118) (30 riders) 30 2 118 49 riders Southbound 59 (30) (2) (118) (23 riders) 30 2 118 49 riders Northbound 59 Route 32 (30) (2) (118) (45 riders) 30 2 118 30 riders Southbound 59 (30) (2) (118) (30 riders) 30 2 118 7 riders Northbound 59 Route 95 (10) (6) (354) (124 riders) 30 2 118 33 riders Southbound 59 (10) (6) (354) (6 riders) 15 4 160 34 riders Northbound 40 Stadium (15) (4) (160) (42 riders) Trolley(1) 15 4 160 48 riders Southbound 40 (15) (4) (160) (30 riders) 15 4 160 34 riders Northbound 40 Health District (15) (4) (160) (42 riders) Trolley(1) 15 4 160 48 riders Southbound 40 (15) (4) (160) (30 riders) Eastbound/ 45 1 59 59 20 riders Route 113/ Northbound (45) (1) (59) (14 riders) Route M Westbound/ 45 1 59 27 riders Southbound (45) (1) 59 (59) (16 riders) 5 12 6,048 1,040 riders Northbound 504 Metrorail (5) (12) (6,048) (1,120 riders) 5 12 6,048 992 riders Southbound 504 (5) (12) (6,048) (2,480 riders) 27 6,781 1,207 riders Northbound - - Total (31) (7,017) (1,417 riders) 27 6,781 1,227 riders Southbound - - (31) (7,017) (2,615 riders) Note: (1) Ridership estimated based on adjacent MDT routes. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 11 November 2018 FOR PU BLIC, 4Q Q. F m a OZ Q pactANQTICE -4 mitinurn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitappticationvnll need et bes heckfora pudic rearing In accordance mellnessetroMlnthe eC Cltyor f the Miami Castle. The appdeciaon-maldng body iresew the pemit application at thepubk hearings ld render rents eiNea final deoson. 193 Kimley>>> Horn Table 5: Peak Hour Transit Conditions on NW 20th Street West Tra Transit Route Information Direction of Travel Peak Hour Headways in minutes A.M. (P.M.) Vehicles per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) `.A... i IA. -.- Al a ot'R`, FVI Ridership A.M. (P.M.) NW 20th Street West between NW 17th Avenue and SR 933/NW 12th Avenue Route 32 Northbound 30 (30) 2 (2) 59 118 (118) 49 riders (45 riders) Southbound 30 (30) 2 (2) 59 118 (118) 30 riders (30 riders) Allapattah Trolley(1) Eastbound 15 (15) 4 (4) 40 160 (160) 64 riders (61 riders) Westbound 15 (15) 4 (4) 40 160 (160) 41 riders (41 riders) Total Eastbound - 6 (6) - 278 (278) 113 riders (106 riders) Westbound - 6 (6) - 278 (278) 71 riders (71 riders) Note: (1) Ridership estimated based on adjacent MDT routes. FOR PUBLIC, 44� F m a OZ Q pactANQTICE -4 mitinurn requirement under Murry aancl/or the City IN Miami Cock, only. his pmnitappticationvnll need et bescheckledeC fora pudic rearing In accordance with ilmellnes set forth In the Cltyor the Me. Theappf tle public body resew the pemit application At public hearing etl rents eithera r a final Eeoson. 3-263 22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 12 November 2018 Kimley>>> Horn Table 6: Peak Hour Transit Conditions on NW 20th Street East Tra Transit Route Information Direction of Travel Peak Hour Headways in minutes A.M. (P.M.) Vehicles per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) �"� D A` a41 'c �. R. RFVI Ridership A.M. (P.M.) NW 20th Street East between NW 12th Avenue and NW 10th Avenue Eastbound/ 30 2 118 41 riders Southbound (30) (2) 59 (118) (28 riders) Route 21 Westbound/ 30 2 118 29 riders Northbound (30) (2) 59 (118) (21 riders) Eastbound/ 30 2 118 30 riders Southbound (30) (2) 59 (118) (30 riders) Route 32 Westbound/ 30 2 118 49 riders Northbound (30) (2) 59 (118) (45 riders) Eastbound/ 45 1 59 59 20 riders Route 113/ Northbound (45) (1) (59) (14 riders) Route M Westbound/ 45 1 59 27 riders Southbound (45) (1) 59 (59) (16 riders) 15 4 160 42 riders Eastbound 40 Allapattah (15) (4) (160) (32 riders) Trolley(1) 15 4 160 46 riders Westbound 40 (15) (4) (160) (37 riders) Eastbound/ 15 4 40 160 42 riders Stadium Southbound (15) (4) (160) (32 riders) Trolley(1) Westbound/ 15 4 160 46 riders Northbound (15) (4) 40 (160) (37 riders) 13 615 175 riders Eastbound - - Total (13) (615) (136 riders) 13 615 197 riders Westbound - - (13) (615) (156 riders) Note (1) Ridership estimated based on adjacent MDT routes. In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 2. Tables 7 and 8 present the existing transportation corridor level of service. As indicated in these tables, the transportation corridors have excess person -trip capacity during the A.M. and P.M. peak hours and operate at adopted levels of service. FOR PUBLIC, 44� F m a OZ Q pactANQTICE -4 mitinurn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitappticationvnll need et bescheckledeC fora pudic rearing In accordance with ilmellnes set forth In the Cltyor Miami Castle. Theappf tle tlecdon-miring body resew the pemit application At public hearing etl rents eithera r a final Eeoson. 3-263 22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 13 November 2018 Kimley>)>Horn Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions fic Impact Analysis Roadway Segment Direction Peak Season Factor 2018 A.M. Peak Season Volumes A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Capacity(2) A.M. Peak Hour Transit Capacity A.M. P- ), Hour Iota 9,�. Capacity (C) `.,,�, , L70.7. I Fj F�IQ(1 Mal 'QFVlEW w�,�,-/4i M A our Level of }} V� �Q ervice cod` From To Vehicles person-Tripsl' Person -Trips Person -Trips Vehicles Person-Tripsl' Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 1.03 707 990 1,099 2,089 1,840 2,576 6,402 8,978 6,889 0.233 C Southbound 1.03 1,152 1,613 1,115 2,728 1,840 2,576 6,402 8,978 6,250 0.304 C NW 14th St NW 20th Ave Northbound 1.03 761 1,065 1,207 2,272 2,780 3,892 6,781 10,673 8,401 0.213 C Southbound 1.03 1,117 1,564 1,227 2,791 2,780 3,892 6,781 10,673 7,882 0.261 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 1.03 1,131 1,583 113 1,696 1,656 2,318 278 2,596 900 0.653 D Westbound 1.03 720 1,008 71 1,079 1,656 2,318 278 2,596 1,517 0.416 C NW 10th Ave NW 12th Ave Eastbound 1.03 1,061 1,485 175 1,660 1,656 2,318 615 2,933 1,273 0.566 D Westbound 1.03 656 918 197 1,115 1,656 2,318 615 2,933 1,818 0.380 C Note: IrlVol umes (vehicles) were converted to person -trip usi ng 1.4 person/vehicle occupancy per City of Miami standards. °Directional peak hour capacity derived from the 2018 FDOT Qual ity/LOS Handbook. Table 8: Existing P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction Peak Season Factor 2018 A.M. Peak Season Volumes P.M. Peak Hour Transit Ridership P.M. Peak Hour Total Volume (V) Directional Peak Hour Capacity(2) P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service From To Vehicles person-Tripslil Person -Trips Person -Trips Vehicles Person-Tripslil Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 1.03 1,343 1,880 1,273 3,153 1,840 2,576 6,638 9,214 6,061 0.342 C Southbound 1.03 651 911 2,537 3,448 1,840 2,576 6,638 9,214 5,766 0.374 C NW 14th St NW 20th Ave Northbound 1.03 1 200 1 680 1 417 3 097 2 780 3 892 7 017 10 909 7 812 0.284 C Southbound 1.03 722 1,011 2,615 3,626 2,780 3,892 7,017 10,909 7,283 0.332 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 1.03 770 1,078 106 1,184 1,656 2,318 278 2,596 1,412 0.456 D Westbound 1.03 1,248 1,747 71 1,818 1,656 2,318 278 2,596 778 0.700 D NW 10th Ave NW 12th Ave Eastbound 1.03 888 1,243 136 1,379 1,656 2,318 615 2,933 1,554 0.470 D Westbound 1.03 1,091 1,527 156 1,683 1,656 2,318 615 2,933 1,250 0.574 D Note: I'IVolumes (vehicles) were converted to person -trip using 1.4 person/vehicle occupancy er City of Miami standards. °Di rectional peak hour capacity derived from the 2018 FDOT Quality/LOS Handbook. K.\FrL TPro\G.1SXoi- Miami Produce \Reoort\mlami Produce SAP. aoa Page- 14 November 2018 Kimley>>> Horn Tra A.M. and P.M. peak hour capacity analyses were also performed for existing con study intersections. Table 9 presents the results of the intersection analyses. All i are expected to operate at adopted level of service. Detailed information from the intersection capacity analysis is included in Appendix E. pact Analy "s Completion of zd , rein indealez permit appfrztian meet equiren under Murry aantl/oriM1e City INMiami 1a7�3�r1ye� y is role ��nw;umemm l,eth,m�eamra Ip Miami Code. r �vnm mne-rn nget ron:NMrh in iew the GMapgUc Lion t e pubdecLpnemalting d render ether hepemri[a recommendation Nion or a heal...iorenMeiNea mmerdation or a final ...ion. cO2DF6-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 15 November 2018 Kimley>>> Horn Tra Table 9: Existing Peak Hour Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (sec) NW 28th Street and SR 933/NW 12th Avenue E (D) 59.5 (40.5) NW 22nd Street and NW 13th Avenue A (A) 7.8 (7.4) NW 22nd Street and SR 933/NW 12th Avenue(1) B (B) 11.7 (11.4) NW 21' Terrace and NW 13th Avenue(2) A (A 9.9 (8.7) NW 21' Terrace and SR 933/NW 12th Avenue A (B) 9.2 (10.9) NW 21' Street and NW 13th Avenue A (A) 9.3 (8.9) NW 21' Street and SR 933/NW 12th Avenue B (A) 10.4 (9.3) NW 20th Street and NW 17th Avenue C (C) 32.0 (33.2) NW 20th Street and NW 14th Avenue C (C) 22.5 (32.6) NW 20th Street and NW 13th Avenue B (A) 18.1 (4.5) NW 20th Street and SR 933/NW 12th Avenue D (D) 43.5 (50.5) NW 20th Street and NW 10th Avenue C (D) 32.9 (51.2) NW 16th Street and SR 933/NW 12th Avenue C (B) 34.4 (19.1) NW 14th Street and SR 933/NW 12th Avenue C (D) 39.6 (51.8) Notes: (1) Intersection cannot be analyzed in HCM 2010. Therefore, HCM 2000 was used. (2) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest delay is indicated. pact Analy s Completion ofs., reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 16 November 2018 Kimley>>> Horn Tra FUTURE BACKGROUND TRAFFIC CONDITIONS Future background traffic conditions are defined as expected traffic conditions on th network in the year 2025 without project traffic. Future background traffic volumes use analysis are the sum of the existing traffic and additional amount of traffic generated by growth in the study area. Refer to Figure 3 for the year 2025 peak hour background traffic volumes during the weekday A.M. and P.M. peak hours. pact Analy -s Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. Background Area Growth ga 2193 Future traffic growth on the transportation network was determined based upon historic growth trends at nearby FDOT traffic count stations, and a comparison of the 2010 and 2040 traffic volume plots from the Florida Standard Urban Transportation Model Structure (FSUTMS) Southeast Florida Regional Planning Model (SERPM). FDOT count station no. 1146, located on SR 933/NW 12th Avenue north of NW 215t Street, was referenced for this analysis. The highest growth rate with the highest R-squared value calculated for the most recent ten (10) year period was 1.39 percent (1.39%). Based on the volume information obtained from the years 2010 and 2040 FSUTMS SERPM, an annual growth rate of 0.95 percent (0.95%) in the vicinity of the redevelopment was calculated. To provide a conservative analysis, a highest growth rate of 1.39 percent (1.39%) was applied exponentially to the existing traffic volumes for future (2025) background conditions. The worksheets used to analyze the historic growth trends along with the FSUTMS SERPM transportation model outputs are included in Appendix F. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 17 November 2018 f NOT TO SCALE 414 ® (137) 93 J (610) 1,033 (97) 94 t 66 (101) 628 (1,126) 4-82 (136) NW 21st Terrace NW 21st Street J14 14 t 52 (106) 90 (169) J14 r9 (6) (66) 74 J .1 t (116) 138 (60) ]8 35 (91) I. r 24 (18) (6) 17 J (45) 53 (8) 44 J1 (2) 34 J (7) 15 414 tr '1 1 t 20 (9) .10 (7) 10 (10) SITE (44) 73 J (8) 34 (17) 40 ES a J1 (4) 41 11 (29) NW 28th Street NW 22nd Street NW 21st Terrace rP NW 12th Avenue t 31 (28) 4 606 (1,045) r 222 (103) (4) 24 J (12) 29 (25) 42 414 �tr t 61 (64) 4 704 (1,093) 4- 28 (7) NW 20th Street (25) 23 al t 83 (155) 8 8'f 544 (906) J 14 r 159 (161) 414 NNE Tqndttv PZ-18-263 01/22/19 t_ 52 (85) 494 (699) t 9 (37) fir n (47) 61 J (633) 919 (101) 238 NW 14th Avenue Kimley>>>Horn 111tr (79) 51 J (883) 1,037 (12) 21 sir (18]) 153 J (603) 767 — 2 2 T (129) 186 Z a t 86 (1 ) f 18 (52) J 14 r 34 (123) NW16th Street (71) 73 J '1 t (14) ]1 y (72) 85 I. 166 (180) 389 (492) 41 4 r 220 (375) NW 14th Street (1a9) 140 J h t (173) 513 ti ry A (2.) 2127 NW 12th Avenue (183) 136 J (613) 511 (138) 416 NW 10th Avenue �tr Figure 3 Future Background Traffic (2025) Miami Produce Miami, Florida / Kimley>>> Horn Tra PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the proje distribution and assignment of that traffic, over the study roadway network. Existing and Proposed Land Uses pact Analy -s Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnitappticationvnti need et bescheckledeC fora pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. The appdecdon-mring body vig resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final dedzion. Egfi182I 63 The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. The proposed redevelopment consists of 1,200 high-rise apartment units, a 227- room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. Project Access Access to the proposed redevelopment is provided via one (1) full -access driveway along NW 13' Avenue between NW 215t Street and NW 215t Terrace and one (1) full -access driveway along NW 13th Avenue between NW 215t Terrace and NW 22nd Street. Furthermore, to improve mobility and circulation, the project is proposing to extend NW 21st Terrace from NW 13th Avenue to SR 933/NW 12th Avenue via a one-way eastbound roadway. The project is also proposing to convert NW 22nd Street between NW 13th Avenue and SR 933/NW 12th Avenue to a two-way roadway. Roadway circulation diagrams depicting the proposed circulation patterns into and out of the study area are provided in Figures 4A and 4B. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 19 November 2018 NOTICE rn z,a� ,• ly.RisPccoftrr lionvnurnelbbeth th'drorx puia iCodg iTaea.Uo decjon-mal setPoMin Netie: MiamiGMe.Thea.•limde tleci9an-maMn• ••• vill renew Figure 4A Vehicle Ingress Routes Miami Produce SAP Miami, Florida ty. RYspampaapglcatbnn AU nereedto besd, Ued bra pM Clt acppcnrnMatonoRlnati is rk€ �e erdation or a XreI Eedsbn recommendation r sites 01/22/19 Figure 4B Vehicle Egress Routes Miami Produce SAP Miami, Florida Kimley>>> Horn Tra Trip Generation Proposed vehicular trip generation for the project was calculated using rates and pact Analy s Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 o22/19 contained in the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 10th Edi The trip generation for the proposed land uses was determined using ITE Land Use Codes (LUC) 222 (High Rise Apartment), 310 (Hotel), 540 (Junior/Community College), 710 (General Office Building), and 820 (Shopping Center). For the existing land use, ITE LUC 150 (Warehousing) was used. Project trips were estimated for the A.M. and P.M. peak hours. Multimodal Reduction A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in the vicinity of the redevelopment. The US Census data indicated that there is a 23.6 percent (23.6%) multimodal factor within the vicinity of the redevelopment. It is expected that some residents and guests will choose to walk or use public transit to and from the redevelopment. Miami -Dade Transit (MDT), Miami Trolley, and Metrorail provide multiple transit service routes in the vicinity of the site. Internal Capture A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the ITE Trip Generation Handbook, June 2004. The expected internal capture rate is 11.0 percent (11.0%) during the A.M. peak hour and 19.0 percent (19.0%) during the P.M. peak hour. Pass -by Capture In addition to the internal capture, pass -by capture trips were also determined based on average rates provided in ITE's Trip Generation Handbook, 3rd Edition. The pass -by capture rate for the shopping center was 34.0 percent (34.0%) during the P.M. peak hour. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 22 November 2018 Kimley>>> Horn Tra Net New Project Trips ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; ho City of Miami has determined that 1.4 persons per vehicle are more appropriate for the area. Therefore, vehicular trips were reduced by 16.0 percent (16.0%) to adjust for these vehicle occupancy assumptions. The project is expected to generate 830 net new vehicle trips (1,162 person -trips) during the A.M. peak hour and 953 net new vehicle trips (1,334 person -trips) during the P.M. peak hour. Table 10 summarizes the proposed trip generation for the redevelopment. Detailed trip generation calculations for the project are presented in Appendix G. pact Analy s Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 t ilt22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 23 November 2018 Kimley»> Horn Table 10: Proposed Net New Trip Generation A.M. Peak Hour (P.M. Peak Hour) ape `a mend. Future Land Use (ITE Code) Scale Net New External Trips Entering • ,\ ,,: PZ-1 Trips Tr 'cA RFV►, Existing Development Warehousing 151,147 square feet 39 31 8 (41) (11) (31) Subtotal 39 31 8 (41) (11) (31) ITE/Miami vehicular occupancy adjustment 6 5 1 (16% reduction) (7) (2) (5) 33 26 7 Existing Vehicle Trips (34) (9) (25) Existing Vehicle Trips + Transit Trips 37 28 9 (39) (10) (29) 52 39 13 Existing Person -Trips (55) (14) (41) Proposed Redevelopment Multifamily Housing 260 63 197 1,200 dwelling units (High -Rise) (244) (145) (99) Hotel 227 rooms 71 49 22 (94) (43) (51) Junior/Community 125 104 21 500 students College (109) (61) (48) Shopping Center 74,800 square feet 111 68 43 (162) (84) (78) General Office Building 230,886 square feet 164 147 17 (177) (28) (149) Subtotal 731 431 300 (786) (361) (425) ITE/Miami vehicular occupancy adjustment 117 69 48 (16% reduction) (126) (59) (67) 614 362 252 Proposed Vehicle Trips (660) (302) (358) Proposed Vehicle Trips + Transit Trips 867 510 357 (992) (458) (534) 1,214 714 500 Proposed Person -Trips (1,389) (641) (748) Net New Redevelopment Net New Vehicle Trips 830 482 348 (953) (448) (505) 1,162 675 487 Person -Trips (1.4 persons per vehicle) (1,334) (627) (707) *0R PU BLIC, ne Q� ore of 02 Tra r .j pact Analy sTICE �-< Carpletan of sdff re.windealex permitappkation meet rnitirmrn requirement under Murry aantl/oft oe City of Miami Cock, only. his rernitapWcation Mine. b �etl fora pudic tearing In accordance with Ilmellnes set forthnth In In the Cltyor tlenson-malang body wrexew public hearings ld rents eiNea In or a final dedsbn. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 24 November 2018 -263 2/19 Kimley>>> Horn Tra Trip Distribution and Assignment The likely distribution of project traffic was forecast for the trips expected to be genera proposed redevelopment. The trip distribution was based on an interpolated cardina distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Transportation Planning Organization's (TPO) 2010 and 2040 Cost Feasible Plan travel demand model. The project is located within TAZ 494. The cardinal trip distribution for TAZ 494 is provided in Table 11. The detailed cardinal distribution is included in Appendix H. Figure 5 details the project's trip distribution for the weekday A.M. and P.M. peak hours. Figure 6 details the project's trip assignment for the weekday A.M. and P.M. peak hours. pact Analy s Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. Table 11: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 14% East -Northeast 7% East -Southeast 8% South -Southeast 10% South -Southwest 16% West -Southwest 18% West -Northwest 12% North -Northwest 15% Total 100% PZ-18-263 th'22/19 Figures 5 through 8 show the project trip distribution, pass -by trip distribution, and assignment at the project driveways and adjacent intersections for the A.M. and P.M. peak hours. The project traffic was then distributed and assigned to the roadway network. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 25 November 2018 NOT TO SCALE (13 0%) 130% —r NW 17th Avenue Kimley>»Horn .2018 NW 21st Terrace NW21st Street 90% J 90% —3 NW 14th Avenue NW 13th Avenue (430% J i4 North Driveway J A Ai t (20 0% p (300%) 14 South Driveway 1' J 4 tr NW 13th Avenue t 270% SITE (23 0% J (10 0%) NW 20th Street 1 NW 16th Street NW 14th Street 1 t NW 12th Avenue 70% J 1t i 1 NW 28th Street NW22nd Street NW 21st Terrace (z%) NW 10th Avenue 01/22/19 A. Figure 5 Peak Hour Project Trip Distribution Miami Produce Miami, Florida NOT TO SCALE (52) 60 ti NW 17th Avenue 44 (00) (35) 40 7 124 o 14 North Driveway NW 13th Avenue i 145 (126) 0 r 4- 50 (72) i 76 (107) NW 21st Terrace 1 Q4 (26) 30 J NW 21st Street J (26) 30 J (26) 80 ti 4' South Driveway 0 4 1. it SITE tr C 63 (89) 4 63 (90) tr (77) 56 J; NOTICE tro-a+ram �r x, k Hnusiiile spent 01/22/19 NW 28th Street NW 22nd Street -0 NW 21st Terrace (33) 25 . J1 NW 12th Avenue 22 (30) 13) C 91 (79) J 4 (26) 30 J `Traffic volumes in and out of the project driveways are total project volumes, while traffic volumes at external intersections are net new trips accounting for the existing development. Kimley>>Horn ©2018 n NW 13th Avenue NW 20th Street NW 16th Street NW 14th Street (33) 25 .1 32) °i .- 24 (21) 1 (33) 25 (23) 1] . (33) 25 t (23) 17 ti 4— 24 (21) NW 10th Avenue Figure 6 Peak Hour Project Trip Assignment Miami Produce Miami, Florida J NOT TO SCALE a Kimley>»Horn .2018 NW 13th Avenue ( 000% J4 NW 21st Terrace NW21st Street a North Driveway D 44 t_ (400% (10 0%) South Driveway 4 (300% a (t00% z SITE r 4- an; (20 0%) • XX% (XX% NW 28th Street NW22nd Street 8 NW 21st Terrace t 200% -200% 4 NW 20th Street 200% J -200% NW 13th Avenue NW 16th Street NW 14th Street NW 10th Avenue Figure 7 P.M. Peak Hour Pass -By Trip Distribution Miami Produce Miami, Florida / NOT TO SCALE a Kimley>»Horn .2918 NW 21st Terrace NW 21st Street a NW 13th Avenue (25 Jl North Driveway 14 South Driveway J 4 9 J -9 —r 11 4-4. SITE a t9 -9 NW 20th Street NW 16th Street NW 14th Street 8.1 1 0 xx (XX) NW 28th Street NW22nd Street Ith NW 21st Terrace NW 12th Avenue. -1 —r ti NW 10th Avenue Figure 8 P.M. Peak Hour Pass -By Trip Assignment Miami Produce Miami, Florida / Kimley>>> Horn Tra FUTURE TOTAL TRAFFIC Future total traffic conditions are defined as the expected traffic conditions in the year project traffic. Total traffic volumes considered in the analysis for this project are the sum o year 2025 background traffic volumes and the expected project traffic volumes. The peak hour traffic volumes for the A.M. and P.M peak hours are shown in Figure 9. Volume development worksheets for the study intersections are included in Appendix I. Future total conditions include the proposed extension of NW 215t Terrace from NW 13th Avenue to SR 933/NW 12th Avenue and the conversion of NW 22nd Street between NW 13th Avenue and SR 933/NW 12th Avenue to a two-way roadway. pact Analy s Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 ij-(22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 30 November 2018 NOT TO SCALE 66 (101) ^ 612 (1,185) J 1 4 r 82 (136) NW 21st Terrace NW 21st Street .1 4 J14 4-171 (152) `vv I. 52 (106) � ^ 90 (169) 4 L. r 9 (8) (66) ]4 J •1 I r (116) 138 ^ (60) ]8 7 ES ES LS. L 35 (91) 4 4 r 24 (18) (6) 1] (45) 53 (43) 8 tr I- 66 (87) 4 r 80 (111) North Driveway tk 1 (28) 64 J O 157 3 T 1 South Driveway, J14 tr SITE (132) 141 J1 tit (24) 44 y �tr I-6] (93) r 79 (106) tr t 20 (9) 10 (7) r 10 (10) (45) 74.4 i C 31 (28) 628 (1,074) r 222 (103) (13]) 93J 1 tr (3) 91 J (662) 1,093 ^ 61) 238 (97) 94 (101) 238 7 NW 17th Aven Kimley>»Horn ©2018 NW 14th Avenue tata (4) 24 J Mtr (12) 29 (25) 42 i 44 C 161 (152) ^ 695 (1,084) 1 4 r28 (n (114) 90J Yt r ( 1.O2, (12) 1 a a NW 20th Street NW 16th Street (58) 48 7 t 83 (155) ^ 568 (92n )4 4 r 159 (161) (220) 178 J , t (162) 25211 7 a C 86 (154) 18 (52) 41. r 34 (123) NW 28th Street NW 22nd Street NW 21st Terrace J14 geed NOTICE t PZ-18-263 01/22/19 I- 52 (85) 518 (,0) r 94 (37) (71) 73 M t r (14) ]1 H24( (2) 85 7 r 166 (180) 389 (492) 4 1 4 r 220 (375) NW 14th Street (149) 149 t (173) 513 y (2.) 212Z ry mm (183) 136 J (635) 588 (138) 416 Z NW 10th Avenu titr Figure 9 Future Total Peak Hour Traffic Volumes (2025) Miami Produce Miami, Florida Kimley>>> Horn Tra FUTURE CONDITIONS CAPACITY ANALYSIS Two (2) separate future conditions peak hour capacity analyses were performed: • A transportation corridor (person -trips) capacity analysis • Intersection capacity analysis Future Background Traffic Conditions pact Analy s Carp.fion of.ff reaewintlic.s permitappl'im.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Castle, only. his pmnit applcaton vnll reel b be sd,mk. for pudic teahng In accontlanrewIM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the pemit application at thepubtic hearing artl rents eiNea remmmeMation or a final d.sion. PZ-18-263 01/22/19 Tables 12 and 13 present the results of the transportation corridor capacity analysis for the 2025 A.M. and P.M. peak hour background traffic conditions. As indicated in the tables, the corridors have sufficient capacity are expected to operate at adopted levels of service during the A.M. and P.M. peak hours. Table 14 presents the results of the future background intersection capacity analysis. All intersections are expected to operate at adopted level of service. Detailed Synchro outputs are included in Appendix J. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 32 November 2018 Kimley)»Horn Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction 2018 A.M. Peak Season Volumes Growth Rate 2025 A.M. Peak Season Volumes A.M. Peak Hour Transit RidershipA.M. 2025 Background Peak Hour Total Volume (V) Directional Peak Hour Capcite) °St' A.M. Peak Hour Transit Ca panty A.M, f _ up�.'�.¢�:�,_.A. %\PZM18r2�I§eAA Total . q� (CI F•� Qiis�uZap�/QV�of M (VIEW C° T4 �' : k Hour Level Service From To Vehicles Person-Tripsl'I Vehicles Person-Tripsl'I Person -Trips Person -Trips Vehicles Person-Tripsl'I Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 707 990 1.39% 790 1,105 1,099 2,253 1,840 2,576 6,402 8,978 6,725 0.251 C Southbound 1,152 1,613 1.39% 1,287 1,801 1,115 2,964 1,840 2,576 6,402 8,978 6,014 0.330 C NW 14th St NW 20th Ave Northbound 761 1,065 1.39% 850 1,190 1,207 2,411 2,780 3,892 6,781 10,673 8,262 0.226 C Southbound 1,117 1,564 1.39% 1,247 1,746 1,227 2,987 2,780 3,892 6,781 10,673 7,686 0.280 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 1,131 1,583 1.39% 1,263 1,768 113 1,895 1,656 2,318 278 2,596 701 0.730 D Westbound 720 1,008 1.39% 804 1,126 71 1,211 1,656 2,318 278 2,596 1,385 0.466 D NW loth Ave NW 12th Ave Eastbound 1,061 1,485 1.39% 1,185 1,659 175 1,869 1,656 2,318 615 2,933 1,064 0.637 D Westbound 656 918 1.39% 733 1,026 197 1,258 1,656 2,318 615 2,933 1,675 0.429 C Note: (')Volumes (vehicles) were converted to pers n-trips using 1.4 pe son/vehicle occ pancy per City of Miami standards. (xi DI recto nal pe k hour capacity derived fr m the 2018 FDOTQ ality/LOSHandb ok. Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction 2018 P.M. Peak Season Volumes Growth Rate 2025 P.M. Peak Season Volumes P.M. Peak Hour Transit Ridership 2025 Background P.M. Peak Hour Total Volume (V) Directional Peak Hour Cap ci Ixl cite) P.M. Peak Hour Transit Capacity P.M) Peek Hour Total Capacity (C) P.M. Peak Hour Excess Ca Capacity P.M. Peak Hour Level of Service From To Vehicles Person-Tripsl'I Vehicles Person-Tripsl'I Person -Trips Person -Trips Vehicles Person-Tripsl'I Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 1,343 1,880 1.39% 1,500 2,100 1,273 3,422 1,840 2,576 6,638 9,214 5,792 0.371 C Southbound 651 911 1.39% 727 1,018 2,537 3,603 1,840 2,576 6,638 9,214 5,611 0.391 C NW 14th St NW 20th Ave Northbound 1,200 1,680 1.39% 1,340 1,876 1,417 3,307 2,780 3,892 7,017 10,909 7,602 0.303 C Southbound 722 1,011 1.39% 806 1,129 2,615 3,758 2,780 3,892 7,017 10,909 7,151 0.344 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 770 1,078 1.39% 860 1,204 106 1,324 1,656 2,318 278 2,596 1,272 0.510 D Westbound 1,248 1,747 1.39% 1,394 1,951 71 2,036 1,656 2,318 278 2,596 560 0.784 D NW 10th Ave NW 12th Ave Eastbound 888 1,243 1.39% 992 1,388 136 1,559 1,656 2,318 615 2,933 1,374 0.531 D Westbound 1,091 1,527 1.39% 1,218 1,706 156 1,897 1,656 2,318 615 2,933 1,036 0.647 D Note: 'Volumes (vehicles) were converted to person -trips using 1.4 pe son/vehicle occ pancy per City of Miami standards. (z) Di rectional pe k hour capacity derived fr m the 2018 FDOTQ ality/LOSHandb ok. K;Fn_,P,o\063157001-Miami Produce \aeportVAami ProduceSAP. Page - 33 November 2018 Kimley>>> Horn Tra Table 14: Future Background Peak Hour ntersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (sec) NW 28th Street and SR 933/NW 12th Avenue E (D) 68.0 (46.0) NW 22nd Street and NW 13th Avenue A (A) 7.9 (7.4) NW 22nd Street and SR 933/NW 12th Avenue(�) B (B) 12.2 (12.1) NW 215t Terrace and NW 13th Avenue(2) A (A) 10.1 (8.7) NW 21st Terrace and SR 933/NW 12th Avenue A (B) 9.3 (11.3) NW 215t Street and NW 13th Avenue A (A) 9.5 (9.0) NW 215t Street and SR 933/NW 12th Avenue B (A) 10.7 (9.4) NW 20th Street and NW 17th Avenue C (D) 34.4 (36.2) NW 20th Street and NW 14th Avenue C (D) 24.7 (40.0) NW 20th Street and NW 13th Avenue C (A) 20.0 (4.9) NW 20th Street and SR 933/NW 12th Avenue D (E) 46.6 (56.6) NW 20th Street and NW 10th Avenue D (E) 35.8 (65.2) NW 16th Street and SR 933/NW 12th Avenue D (B) 38.9 (19.5) NW 14th Street and SR 933/NW 12th Avenue D (E) 44.2 (57.0) Notes: (1) Intersection cannot be analyzed in HCM 2010. Therefore, HCM 2000 was used. (2) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest delay is indicated. pact Analy s Completion ofs.,re.ewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 34 November 2018 Kimley>>> Horn Tra Future Total Traffic Conditions Tables 15 and 16 present the results of the transportation corridor capacity analysis f A.M. and P.M. peak hour future total traffic conditions. As indicated in the tables, the co have sufficient capacity are expected to operate at adopted levels of service during the A.M. and P.M. peak hours. pact Analy Carp.fion of sdff reaewintlic.s permit appl'ra.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Cotle, only. his pmnit applcaton vnll reel b be sd,mdetl for pudic teahng In accortlanrewIM tlmellnes set forth In the Gigot Miami Code. The appf detlecdon-miring body resew the pemit application at thepubtic hearing and rents eiNea recommendation or a final d.sion. I2g22N 9 -263 Table 17 presents the results of the intersection capacity analysis for the 2025 A.M. and P.M. peak hour total traffic conditions. All intersections are expected to operate at adopted level of service. Detailed Synchro outputs are included in Appendix K. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 35 November 2018 Kimley)»Horn Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction 2025 Background A.M. Peak Hour Total Volume A.M. Peak Hour Net New Trip Distribution A.M. Peak Hour Net New Trip Assignment 2025 with Project Traffic A.M. Peak Hour Total Volume (V) A.M. Peak Hour Total Capacity (C) `rj, A.M. Peak Hour Excess Capacity � PZ-18-263 qtk. r\ Pd� ade. Rtv Ew co From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Northbound 2253 33% In 223 2,636 8,978 6,342 0.294 C 33% Out 161 NW 20th St NW 28th St Southbound 2964 33% In 223 3,347 8,978 5,631 0.373 C 33% Out 161 NW 12th Ave Northbound 2411 30% In 203 2,760 10,673 7,913 0.259 C 30% Out 146 NW 14th St NW 20th Ave 30% In 203 Southbound 2987 3,336 10,673 7,337 0.313 C 30% Out 146 Eastbound 1895 18% In 122 2,104 2,596 492 0.810 D 18% Out 88 NW 12th Ave NW 17th Ave Westbound 1211 18% In 122 1,420 2,596 1,176 0.547 D 18% Out 88 NW 20th St Eastbound 1869 7/ In 47 1,950 2,933 983 0.665 D 7% Out 34 NW 10th Ave NW 12th Ave Westbound 1258 1,339 2,933 1,594 0.457 D 7% Out 34 Table 16: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction 2025 Background P.M. Peak Hour Total Volume P.M. Peak Hour Net New Trip Distribution P.M. Peak Hour Net New Trip Assignment 2025 with Project Traffic P.M. Peak Hour Total Volume (V) P.M. Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Northbound 3422 33% In 207 3,862 9,214 5,352 0.419 C 33% Out 233 NW 20th St NW 28th St Southbound 3603 33% In 207 4,043 9,214 5,171 0.439 D 33% Out 233 NW 12th Ave Northbound 3307 30% In 188 3,707 10,909 7,202 0.340 C 30% Out 212 NW 14th St NW 20th Ave Southbound 3758 4,158 10,909 6,751 0.381 C 30% Out 288 Eastbound 1324 18% In 113 1,564 2,596 1,032 0.602 D 18% Out 127 NW 12th Ave NW 17th Ave Westbound 2036 18% In 113 2,276 2,596 320 0.877 D 18% Out 127 NW 20th St Eastbound 1559 7/ In 44 1,652 2,933 1,281 0.563 D 7% Out 49 NW 10th Ave NW 12th Ave Westbound 1897 1,990 2,933 943 0.679 D 7% Out 49 fic Impact Analysis K,Fn_TPToro.157001-Miami Produce \aeportVAami ProduceSAP. Page - 36 November 2018 Kimley>>> Horn Tra Table 17: Future Total Peak Hour Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (sec) NW 28th Street and SR 933/NW 12th Avenue E (D) 64.9 (44.2) NW 22nd Street and NW 13th Avenue A (A) 9.7 (9.1) NW 22nd Street and SR 933/NW 12th Avenue(1) B (B) 16.0 (17.5) NW 21' Terrace and NW 13th Avenue(2) B (B) 13.7 (11.6) NW 21' Terrace and SR 933/NW 12th Avenue B (B) 11.2 (11.5) NW 21' Street and NW 13th Avenue B (B) 12.0 (11.6) NW 21' Street and SR 933/NW 12th Avenue B (A) 11.0 (9.7) NW 20th Street and NW 17th Avenue C (D) 34.3 (36.2) NW 20th Street and NW 14th Avenue C (D) 25.9 (40.8) NW 20th Street and NW 13th Avenue E (D) 58.3 (48.2) NW 20th Street and SR 933/NW 12th Avenue D (E) 53.8 (70.6) NW 20th Street and NW 10th Avenue D (E) 35.6 (64.6) NW 16th Street and SR 933/NW 12th Avenue D (B) 36.1 (18.4) NW 14th Street and SR 933/NW 12th Avenue D (E) 44.3 (56.0) NW 13th Avenue and North Driveway B (B) 12.3 (11.7) NW 13th Avenue and South Driveway B (B) 11.3 (11.0) Notes: (1) Intersection cannot be analyzed in HCM 2010. Therefore, HCM 2000 was used. (2) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest delay is indicated. pact Analy s Completion ofs., reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. PZ-18-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 37 November 2018 Kimley>>> Horn Tra TRANSPORTATION CONTROL MEASURES PLAN A Transportation Control Measures Plan is proposed to reduce the impacts of the pr on the surrounding roadway network. Miami -Dade County provides public transit in proximity to the project site. Furthermore, the Santa Clara Metrorail station is directly adjacent to the project site. Measures are under consideration to encourage people to use public transportation, use bicycles and walk, use car/vanpools, and find alternatives to the typical workday hours. The applicant is has committed to the following: pact Analy -s Completion of sdff neaewintlic.s permit application meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a pudic rearing In accordance amellnes set forth In the Clryor f the Miami Castle. Theappdecdon-mnandts ng body vig resew the peril application at thepubtic hearing reneiNea recommendation or a final dedzion. • Providing secure bicycle parking (bicycle racks and/or bicycle lockers) on -site. • Providing transit information within the site including route schedules an22d maps. • Providing designated scooter/motorcycle parking spaces. • Providing designated carpool/vanpool parking spaces. • Providing a carpool incentive program. • Providing subsidized transit passes for employees. • Providing a bicycle share station. • Providing improved, enhanced (wide) sidewalks around the site. • Providing electric vehicle charging stations in the parking garage. g221 63 The applicant intends to make the site bicycle/pedestrian and transit -friendly and is committing to these features for incorporation into the site. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 38 November 2018 Kimley>>> Horn Tra CONCLUSION Miami Produce Center, LLC is proposing a mixed -use redevelopment generally bou pact Analy s Completion ofs., reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be sd,mkletl for a public rearing In accordance%NM amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tledzion. 22nd Street to the north, NW 215t Street to the South, SR 933/NW 12th Avenue to the east, a 13th Avenue to the west in Miami, Florida. The proposed redevelopment consists of 1,200 high- rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. A traffic impact analysis was conducted for the project consistent with the City of Miami requirements. Trip generation calculations for the proposed redevelopment were performed using the Institute of Transportation Engineers' (ITE's) Trip Generation Manual, 10th Edition. Transportation corridor segment capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that3 the transportation corridors and intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours under all analysis conditions. The project is committing to providing a series of improvements including bicycle amenities such as a bicycle share station and short-term and long-term bicycle parking, carpool incentive programs, subsidized transit passes for employees, electric vehicle charging stations, designated scooter/motorcycle and carpool/vanpool parking spaces, and other policies that encourage transit usage. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page - 39 November 2018 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix A Site Plan NW 22st St NW 21st Terrace NW 21st St ♦ i TYPICAL RETAIL • • T TYPICAL RETAIL TYPICAL RETAIL • • .�r ♦ • • ♦ ♦ 4 -6- • r • • TYPICAL RETAIL TYPICAL RETAIi TYPICAL e ., RETAIL ,A I,A n • • ♦ ♦ • • .• TYPICAL RETAIL ♦ ♦ • TYPICAL RETAIL r ♦ U'-U' •�- �{�iitfAVI ♦ • • • • • ♦ TYPICAL RETAIL ♦ • ♦ NW 21st St � r cTh Cz 3 co NW CUE MIAMI PRODUCE CENTER, LLC CHITECT EiIG DJARKE INGELS GROUP TRAFFIC Kimley>»Horn E., DE CRIPTIO DATE SA.P.APPLICA ALL DIMENSIONSARESHOWN IN IMPERIAL MIAMI PRODUCE KEYPL LEVEL 01 PLAN DATE 04/27718 SCALE DRA CHK DWG No Cs NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel et be schelhetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Appendix B Methodology Gorresponaence 4° 0 pUBLIC#1 F9, 0 From: Carlos Alba [mailto:calba@HNTB.com] Sent: Monday, June 25, 2018 4:45 PM To: McWilliams, John <John.McWilliams@kimley-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino < hbadia@miamigov.com Subject: RE: Miami Produce SAP - Traffic Study Methodology Review John, avino bi NOTICE Completion ofs., reaewintlic.s permit application meet rnitirmrn requirement under Murry aantl/oftoe City of Miami Cock, only. his pmnitapptication will reel besu,mtetl fora pudic rearing In accordance with amellnes set forth In the Clryor `emiCode. The aateLahemarringbo dy irrmiew thepemr[a mntMpubhearing ad render eiNe a recommendation or a firer tletlzun. EiZ 18-263 01/22/19 The City will look into performing data collection to update the 1.4 occupancy rate. For the meantime, please continue with the traffic impact study. hanks, Carlos A. Alba, PE, PTOE Project Manager -el (305) 222-1456 Cell (305) 509-9187 Email calbahntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 1 Miami, FL 33136 hntb.com 100+ YEARS OF INFRASTRUCTURE SOLUTIONS ©®E From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Monday, June 25, 2018 3:08 PM To: Carlos Alba <calba@HNTB.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com Subject: RE: Miami Produce SAP - Traffic Study Methodology Review Carlos: IE Thank you for providing. However, please see the attached document that established the person -trip methodology and the vehicle occupancy factors in 1989 as part of the Comprehensive Neighborhood Plan for use throughout the City. As a matter of fact, refer the second bullet on Page 21-2 of Increment II where it refers to the subject document. It is abundantly clear from this information that the vehicle occupancy factors are not exclusive to the DRI nor where the established in the DRI. Furthermore, the 16% reduction was determined by [(1.4-1.2)/1.2] = 16.6% or 16% from the factors in the attached document as highlighted per Table PT-2 — Maximum Auto Scenario. We are respectfully requesting that this application be treated consistent with all other application in the City. It is unclear why the application of this City-wide factor is no longer appropriate given the hundreds of projects where it applied and approved by the City and their reviewers. Regards, John John J. McWilliams, P.E. Kimley-Horn I Suite 1400, 355 Alhambra Circle, Coral Gables, FL 33134 Direct: 954-535-5106 I Mobile: 954-873-9407 I www.kimley-horn.com v4 COV r Kimley>»Horn Memorandum To: Collin Worth City of Miami From: John McWilliams, P.E.9� Omar Kanaan, P.E. Cc: Carlos A. Alba, P.E., HNTB Date: June 24, 2018 Subject: Miami Produce Special Area Plan Traffic Study Methodology NOTICE Completion of s ., neaew indices permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vnti reel b be so,mUetl for a pudic rearing In accordance tlmellnes set forth In the Clryor f tl Miami Castle. The appdecdon-mring body vig resew the pemit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 The purpose of this memorandum is to summarize the traffic study methodology for the proposed Miami Produce Special Area Plan (SAP). The proposed redevelopment is generally bounded by NW 22nd Street to the north, NW 21' Street to the South, NW 12' Avenue to the east, and NW 13th Avenue to the west in Miami, Florida. The proposed redevelopment will consist of a mixed -use project that will include residential, hotel, retail, and office land uses. The proposed redevelopment consists of 1,200 high-rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office building. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. A conceptual site plan and project location map for the proposed redevelopment are included in Attachment A. STUDY AREA The following intersections and roadway segments will be examined as part of the study area: • NW 28' Street and SR 933/NW 12' Avenue • NW 22nd Street and NW 13' Avenue • NW 22nd Street and SR 933/NW 12' Avenue • NW 21st Terrace and NW 13th Avenue • NW 21' Terrace and SR 933/NW 12' Avenue • NW 21' Street and NW 13' Avenue • NW 21' Street and SR 933/NW 12' Avenue • NW 20' Street and NW 17' Avenue • NW 20' Street and NW 14' Avenue • NW 20' Street and NW 13' Avenue • NW 20' Street and SR 933/NW 12' Avenue • NW 20' Street and NW 10' Avenue • NW 16' Street and SR 933/NW 12' Avenue • NW 14' Street and SR 933/NW 12' Avenue The following corridors were identified for analysis: • SR 933/NW 12th Avenue between NW 20' Street and NW 28' Street • SR 933/NW 12' Avenue between NW 14' Street and NW 20' Street kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 Kimley>»Horn Mr. Collin Worth, June • NW 20' Street between NW 17' Avenue and SR 933/NW 12' Avenue • NW 20th Street between NW 12th Avenue and NW 10th Avenue NOTICE Co pleton of sdff rerninde•es permitappfrztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnit application vnll reel et be su,mdetl for a pu Miami rearing In accordance vAN Iimellnes set forth lnthe Cltyor Miami Cashe applir ode decipn-maMng hotly v# Thiew • emittle. TpudtichezrirgartlrenM a a orafireltletlzun. PZ-18-263 01/22/19 DATA COLLECTION Typical weekday (Tuesday, Wednesday, or Thursday) A.M. (7:00-9:00 A.M.) and P.M. (4:00-6:00 P.M.) peak hour turning movement counts will be conducted at all identified study intersections. Continuous 24-hour machine counts will be conducted on study corridors. All traffic counts will be adjusted to peak season conditions using the appropriate Florida Department of Transportation (FDOT) peak season category factors. Traffic signal timing information will be obtained from Miami -Dade County Department of Transportation and Public Works — Signals and Signs Division. All traffic data collected will be provided in the Appendix of the traffic impact study. TRIP GENERATION Trip generation calculations for the proposed development were performed using Institute of Transportation Engineer's (ITE) Trip Generation Manual, 10' Edition. The trip generation for the proposed land uses was determined using ITE Land Use Codes (LUC) 222 (High Rise Apartment), 310 (Hotel), 540 (Junior/Community College), 710 (General Office Building), and 820 (Shopping Center). For the existing land use, ITE LUC 150 (Warehousing) was used. Project trips were estimated for the A.M. and P.M. peak hours. A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in the vicinity of the redevelopment. The US Census data indicated that there is a 23.6 percent (23.6%) multimodal factor within the vicinity of the redevelopment. It is expected that some residents and guests will choose to walk or use public transit to and from the redevelopment. Transit route information will be documented in the report. A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the ITE Trip Generation Handbook, June 2004. The expected internal capture rate is 11.0 percent (11.0%) during the A.M. peak hour and 19.0 percent (19.0%) during the P.M. peak hour. In addition to the internal capture, pass -by capture trips were also determined based on average rates provided in ITE's Trip Generation Handbook, 3rd Edition. The pass -by capture rate for the shopping center was 34.0 percent (34.0%) during the P.M. peak hour. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips were reduced by 16.0 percent (16.0%) to adjust for these vehicle occupancy assumptions. The project is expected to generate 581 net new vehicle trips (814 person -trips) during the A.M. peak hour and 626 net new vehicle trips (876 person -trips) during the P.M. peak hour. Detailed trip generation calculations and excerpts from ITE's Trip Generation Handbook, 3rd Edition are included in Attachment B. kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 *0 pUBLICN o<a 0 Kimley>»Horn TRIP DISTRIBUTION Mr. Collin Worth, June NOTICE Co pleton of sdff rernintlic.s permitappfrztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnit application vnll reel et be su,mtetl for a pu Miami rearing In accordance v. Iimellnes set forth lnthe Cltyor Miami Cnde.Theappf deci9on-maMnghptlyvigreNew emit ri or aleari..io renMeiNea norafireltletlzun. The likely distribution of project traffic will be forecasted for the trips expected to be generated proposed development. The trip distribution will be based on an interpolated cardinal trip distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Metropolitan Planning Organization's 2040 Cost Feasible Plan travel demand model 2010 and 2040 data. The project is located within TAZ 494. The detailed cardinal distribution is provided in Attachment C. \3 0182/ 9 4.. R£ V/ W o1IQN' BACKGROUND GROWTH RATE/MAJOR COMMITTED DEVELOPMENT A background growth rate will be calculated based on historic growth trends at nearby FDOT traffic count stations. Additionally, growth rates based on Miami -Dade Metropolitan Planning Organization's (MPO) projected 2010 and 2040 model network volumes will be examined. The higher of the two (2) growth rates will be used in the analysis. Documentation will be provided in the Appendix of the traffic impact study. The City's review of this document will determine any committed projects to include in background conditions. The City will provide the corresponding approved traffic study for any committed projects identified. CAPACITY ANALYSIS Capacity analyses will be conducted for the A.M. and P.M. peak hours at the study intersections. Intersection analyses will be performed using Trafficware's Synchro traffic engineering analysis software, which applies the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM), 2000 and 2010 methodologies. Corridor analyses will be conducted using information from the Miami DRI-II/III (i.e. person -trip capacity) and FDOT's Quality/LOS Handbook. If intersection or roadway deficiencies are identified, strategies and improvements may be developed as mitigation measures. Capacity analyses will be conducted for three (3) scenarios: existing, build -out without project, and build -out with project. The build -out year will be specified in the analysis. If intersection deficiencies are identified, strategies and improvements will be developed as mitigation measures. The following graphics will be included for the study intersections: 1. Existing conditions 2. Trip distribution 3. Trip assignment 4. Future background conditions (with growth rate and committed development traffic) 5. Future total traffic conditions (with project) THOROUGHFARE AND VEHICLE CIRCULATION DIAGRAMS As part of the Special Area Plan submittal, a roadway thoroughfare diagram will be submitted. The diagram will consist of a vehicle circulation diagram depicting truck and passenger car traffic patterns entering and exiting the site will also be provided as part of the submittal. TRANSPORTATION DEMAND MANAGEMENT STRATEGIES Transportation Demand Management (TDM) strategies will be developed to reduce the impact of project traffic on the surrounding roadway network and promote trip reduction. Typical measures r kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 �0 pUBLIC/y , Kimley>»Horn Mr. Collin Worth, June include promoting bicycling and walking, encouraging car/vanpooling, and offering alternat typical workday hours. Specifically providing an on -site bicycle sharing station will be exa Furthermore, examining a potential on -site bus stop to serve future City of Miami trolley routes proposed in the area will also be examined. NOTICE Co pleMon of sdff re.w indicates permit appkation meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnM reel b be sdeckletl for a pu. rearing In accordance wlN Mmellnes set forth In the Clryor Miami Castle. The appf be tlecdon-marring hotly vig rmiew p.• emit tattP tichearirgartlrenMei"a aa��''oo orafirel Eetlzbn. PZ-18-263 t22/1 9 N'4 IEW C°' DOCUMENTATION The results of the traffic analysis will be summarized in a report. The report will include supporting documents including signal timings, lane geometry, and software output sheets. The report will also include text and graphics necessary to summarize the assumptions and analysis. MANEUVERABILITY AND ENTRY GATE OPERATIONS ANALYSIS Maneuverability analyses and garage entry gate operations analyses will be performed when applications for specific site plans are submitted as part of the entitlement process. Operational analyses of specific driveways and trip generation analyses will also be performed. K:\FTL_TPTO\043157001 - Miami Produce\Correspondence\Memo\06 24 18 - Traffic Study Methodology.docx r kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Attachment A Conceptual Site Plan Figure 1 Location Map Miami Produce SAP Miami, Florida NW 21st Terrace a 3 4 a 10 a 14 J cr) B cr) D E F Q H 0 J K cr) M c-r) V't 1?IM.INA• 1111"I • • • • • • • • • • • I I I I I • PRIVATE ROAD I I I • • • • • .Ld4 : <= , 25 SPACES 14 FLooRp 10110 IMF * '5 6 [ -1-] => . • -1-] • illif IVA • 1 • FAMIWMii 4114.1 => => => => => => • a NW 22st St NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel et be schelhetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Attachment B Trip Generation Calculations NOTICE CarpMen of staff mmwindiMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/orthe City of Miami Code, only. his permitaW vl nwill reel tobesd,¢Ided bra pudb tearing In accordance tnellnes set fond In the Cltyof MiamiGMe. The appf ble ckcison-makingb dpMil rtlew the pe it application at Mepublic hearing and render eiNea recommendation or a final dedzun. PZ-18-263 01/22/19 EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE .4.11W PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 warehousing 10 150 151.147 ksf 77% 23% 33 10 43 10.0% 4 31 8 39 0.0% 0 31 8 39 0.0% 0 31 8 39 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 33 10 43 10.0% 4 31 8 39 0.0 % 0 31 8 39 0.0% 0 31 8 39 150 Y=0.12"(X)+25.32 16% VOF Reduction 5 1 6 Existing Vehicle Trips 26 7 33 Existing Person -Trips (1.4 persons per vehicle) 36 10 46 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Muibfamny Mousing(High-Rise) 10 222 1200 du 24% 76% 84 265 349 23.6% 82 64 203 267 2.6% 7 63 197 260 0.0% 0 63 197 260 2 Hotel 10 310 227 room 59% 41% 64 44 108 23.6% 25 49 34 83 14.5% 12 49 22 71 0.0% 0 49 22 71 3 .lunioncommuniy College 10 540 500 stu 81% 19% 149 35 184 23.6% 43 114 27 141 11.6% 16 104 21 125 0.0% 0 104 21 125 4 shopping center 10 820 74.8 ksf 62% 38% 117 72 189 23.6% 45 89 55 144 22.9% 33 68 43 111 0.0% 0 68 43 111 5 General Office Bunging 10 710 230.886 ksf 86% 14% 210 34 244 23.6% 58 160 26 186 11.6% 22 147 17 164 0.0% 0 147 17 164 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 624 450 1,074 23.6% 253 476 345 821 11.0% 90 431 300 731 0.0% 0 431 300 731 222 310 540 820 710 Y=0.28"(X)+12.86 Y=0.5*(X)+-5.34 LN(Y) = 0.63*LN(X)+1.3 Y=0.5*(X)+151.78 Y=0.94*(X)+26.49 16% VOF Reduction 69 48 117 Existing Vehicle Trips 362 252 614 Proposed Person -Trips (1.4 persons per vehicle) 507 353 860 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 336 245 581 471 343 814 K:\FTLTPTO\043157001 - Miami Produce\Calcs\Trip Gen\TRIP GEN 10AM.xlsx: PRINT -PEAK HOUR 6/24/2018,12:56 PM NOTICE CarpMen of staff mmwindiMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/orthe City of Miami Code, only. his permitaW vl nwill reel tobesd,¢Ided bra pudb tearing In accordance tnellnes set fond In the Cltyof MiamiGMe. The appf ble ckcison-makingb dpMil rtlew the pe it application at Mepublic hearing and render eiNea recommendation or a final dedzun. PZ-18-263 01/22/19 EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE .4.11W PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 warehousing 10 150 151.147 ksf 27% 73% 12 34 46 10.0% 5 11 30 41 0.0% 0 11 30 41 0.0% 0 11 30 41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 12 34 46 10.0% 5 11 30 41 0.0 % 0 11 30 41 0.0 % 0 11 30 41 150 Y=0.12"(X)+27.82 16% VOF Reduction 2 5 7 Existing Vehicle Trips 9 25 34 Existing Person -Trips (1.4 persons per vehicle) 13 35 48 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Muibfamny Mousing(High-Rise) 10 222 1200 du 61% 39% 254 163 417 23.6% 99 194 124 318 23.0% 74 145 99 244 0.0% 0 145 99 244 2 Hotel 10 310 227 room 51% 49% 73 71 144 23.6% 34 56 54 110 14.4% 16 43 51 94 0.0% 0 43 51 94 3 .lunioncommuniy College 10 540 500 stu 56% 44% 86 68 154 23.6% 36 66 52 118 8.0% 9 61 48 109 0.0% 0 61 48 109 4 shopping center 10 820 74.8 ksf 48% 52% 210 228 438 23.6% 104 160 174 334 26.6% 89 128 117 245 34.0% 83 84 78 162 5 General Office Bunging 10 710 230.886 ksf 16% 84% 40 212 252 23.6% 59 31 162 193 8.0% 16 28 149 177 0.0% 0 28 149 177 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 663 742 1,405 23.6% 332 507 566 1,073 19.0% 204 405 464 869 9.6% 83 361 425 786 222 310 540 820 710 Y=0.34"(X)+8 56 Y=0.75*(X)+-26.02 LN(Y) = 0.68*LN(X)+0.81 LN(Y) = 0.74*LN(X)+2.89 LN(Y) = 0.95*LN(X)+0.36 16% VOF Reduction 59 67 126 Existing Vehicle Trips 302 358 660 Proposed Person -Trips (1.4 persons per vehicle) 423 501 924 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 293 333 626 410 466 876 K:\FTLTPTO\043157001 - Miami Produce\Calcs\Trip Gen TRIP GEN 10PM.xlsx: PRINT -PEAK HOUR 6/24/2018,1:06 PM *0 pUBLICN o<a 0 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation E Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour NOTICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitappticationvnti reeler bescheckledeC fora pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Code. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. sPZ-18-263 01/22/19 IE SUMMARY (PROPOSED) p ZRestaurant _ GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 274 53 97 214 Retail 89 55 160 174 Cinema/Entertainment Residential 64 203 194 124 Hotel 49 34 56 54 476 345 507 566 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 15 8 17 Retail 21 12 32 57 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 1 6 49 25 Hotel 0 12 13 3 45 45 102 102 OUTPUT Total % Reduction 11.0% 19.0% Office 11.6% 8.0% Retail 22.9% 26.6% Restaurant Cinema/Entertainment Residential 2.6% 23.3% Hotel 14.5% 14.5% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 251 38 89 197 Retail 68 43 128 117 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 63 197 145 99 Hotel 49 22 43 51 300 405 464 v4 GOV r U.S. Census Bureau AMERICAN FOB pUBLIC iv 0 FactFinder B08301 MEANS OF TRANSPORTATION TO WORK Universe: Workers 16 years and over 2012-2016 American Community Survey 5-Year Estimates NOTICE Completion of staff reiewintllcdes permit application mee. miimum regtirenents under Miami 21 antllor the City of Miami COED onmit . This perappfationvnllreed tobet be bra pudic rearing In accordance .114mlln ees set fore Inlnththe City of Miami Castle. The applicable tlecison-maMng hotly WU re ew the pemt application at thepublb hearing and rents eiNea recommendation or a final Eedsbn. PZ-18-263 01/22/19 IEW C° Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section. Tell us what you think. Provide feedback to help make American Community Survey data more useful for you. Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties. (441 + 52 + 159)/2,768 = 23.6% Census Tract 29, Miami -Dade County, Florida Estimate Margin of Error Total: 2,768 +/-340 Car, truck, or van: 2,004 +/-340 Drove alone 1,735 +/-313 Carpooled: 269 +/-131 In 2-person carpool 253 +/-137 In 3-person carpool 0 +/_19 In 4-person carpool 0 +/-19 In 5- or 6-person carpool 16 +/-25 In 7-or-more-person carpool 0 +/_19 Public transportation (excluding taxicab): 441 +/-162 Bus or trolley bus 330 +/-148 Streetcar or trolley car (carro publico in Puerto Rico) 11 +/-19 Subway or elevated 78 +/_49 Railroad 22 +/_26 Ferryboat 0 +/-19 Taxicab 40 +/-37 Motorcycle 23 +/_37 Bicycle 52 +/-67 Walked 159 +/-110 Other means 39 +/-42 Worked at home 10 +/-14 Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in these tables. Workers include members of the Armed Forces and civilians who were at work last week. 1 of 2 04/18/2018 While the 2012-2016 American Community Survey (ACS) data generally reflect the February 2013 Office of Management and definitions of metropolitan and micropolitan statistical areas; in certain instances the names, codes, and boundaries of the pr ACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities. 0 PUBLIC,* iessh�K.n '9 Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined ba a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Source: U.S. Census Bureau, 2012-2016 American Community Survey 5-Year Estimates Explanation of Symbols: n= s • ,datatLt rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his permit appticaton vnll reel b be so,mUed for a pudic rearing In accordance v. amellnes set forth In the Clryor Miami Castle. Theappf de decdon-mring body vig resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 IEW C° 1. An '**' entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An '-' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution. 3. An '-' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '***' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. A statistical test is not appropriate. 6. An '*****' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available. NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Attachment C Cardinal Distribution 4° O Oa PUBLIC/1 F9, 0 Cardinal Distribution for TAZ 494 14.5% 15% 11.6% 12% 14.4% 14% Year 2 Applied Perce 7.4% 7% 1 17.5% 18% 16.2% 16% 10.1 10% Cardinal Trip Distribution 8.3% 8% Cardinal Direction Percentage of Trips 2022 Interpolated 2022 Rounded 2010 2040 North -Northeast 14.2% 14.8% 14.4% 14% East -Northeast 7.2% 7.8% 7.4% 7% East -Southeast 8.1% 8.5% 8.3% 8% South -Southeast 8.0% 13.3% 10.1% 10% South -Southwest 16.8% 15.3% 16.2% 16% West -Southwest 18.9% 15.3% 17.5% 18% West -Northwest 11.0% 12.4% 11.6% 12% North -Northwest 15.9% 12.5% 14.5% 15% Total 100% 100% 100% 100% NOTICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Castle, only. his pmnitapptication will reel bescheckledckeC fora pudic rearing In accordance tlmellnes set forth In the Cltyor Miami Castle. The appf ble decdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. PZ-18-263 01/22/19 vgg'4 IEW COV r O:\JMcW\Miami Produce\Calcs\Distribution\Cardinal Distrbution.xls a pUBLIC Miami -Dade 2010 Directional Distribution Summary Q NOTICE ..tea a Miaryor the wuedroce • =hZ "„°=°oa �"'s"w=e0' '" fi 18 263 Origin TAZ Cardinal Directions �urem '""1®irpWaun County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW p ° NVit=7,_ "5. PZ 493 3393 TRIPS 1,376 474 772 455 1,048 1,082 1,257 '9,t•• 01/22/11, 493 3393 PERCENT 17.8 6.2 10.0 5.9 13.6 14.0 16.3 REVIEW C2 494 3394 TRIPS 365 185 208 207 432 487 284 410 2,578 494 3394 PERCENT 14.2 7.2 8.1 8.0 16.8 18.9 11.0 15.9 495 3395 TRIPS 96 34 29 152 198 194 144 179 1,026 495 3395 PERCENT 9.4 3.3 2.8 14.8 19.3 18.9 14.0 17.5 496 3396 TRIPS 200 48 79 114 278 228 130 163 1,240 496 3396 PERCENT 16.1 3.9 6.4 9.2 22.4 18.4 10.5 13.2 497 3397 TRIPS 45 60 50 103 103 76 43 41 521 497 3397 PERCENT 8.6 11.5 9.6 19.8 19.8 14.6 8.3 7.9 498 3398 TRIPS 428 106 125 134 270 357 239 317 1,976 498 3398 PERCENT 21.7 5.4 6.3 6.8 13.7 18.1 12.1 16.0 499 3399 TRIPS 420 172 128 269 329 496 366 390 2,570 499 3399 PERCENT 16.3 6.7 5.0 10.5 12.8 19.3 14.2 15.2 500 3400 TRIPS 441 179 164 128 340 504 278 415 2,449 500 3400 PERCENT 18.0 7.3 6.7 5.2 13.9 20.6 11.4 17.0 501 3401 TRIPS 280 83 206 101 150 347 302 300 1,769 501 3401 PERCENT 15.8 4.7 11.6 5.7 8.5 19.6 17.1 17.0 502 3402 TRIPS 180 58 100 73 147 226 178 161 1,123 502 3402 PERCENT 16.0 5.2 8.9 6.5 13.1 20.1 15.9 14.3 503 3403 TRIPS 246 78 86 122 93 318 312 253 1,508 503 3403 PERCENT 16.3 5.2 5.7 8.1 6.2 21.1 20.7 16.8 504 3404 TRIPS 44 38 16 35 91 101 87 40 452 504 3404 PERCENT 9.7 8.4 3.5 7.7 20.1 22.4 19.3 8.9 505 3405 TRIPS 361 106 127 255 416 473 386 348 2,472 505 3405 PERCENT 14.6 4.3 5.1 10.3 16.8 19.1 15.6 14.1 506 3406 TRIPS 394 103 165 249 431 463 430 351 2,586 506 3406 PERCENT 15.2 4.0 6.4 9.6 16.7 17.9 16.6 13.6 507 3407 TRIPS 437 57 172 259 274 464 233 370 2,266 507 3407 PERCENT 19.3 2.5 7.6 11.4 12.1 20.5 10.3 16.3 508 3408 TRIPS 3 0 10 11 57 47 45 19 192 508 3408 PERCENT 1.6 0.0 5.2 5.7 29.7 24.5 23.4 9.9 509 3409 TRIPS 104 65 41 97 110 117 99 114 747 509 3409 PERCENT 13.9 8.7 5.5 13.0 14.7 15.7 13.3 15.3 510 3410 TRIPS 752 372 410 466 873 855 618 607 4,953 510 3410 PERCENT 15.2 7.5 8.3 9.4 17.6 17.3 12.5 12.3 511 3411 TRIPS 365 80 132 394 424 453 314 428 2,590 511 3411 PERCENT 14.1 3.1 5.1 15.2 16.4 17.5 12.1 16.5 512 3412 TRIPS 126 38 56 78 260 269 210 176 1,213 512 3412 PERCENT 10.4 3.1 4.6 6.4 21.4 22.2 17.3 14.5 513 3413 TRIPS 1,173 226 495 668 805 1,510 855 995 6,727 281 MOBILITY OPTIONS a pUBLIC Miami -Dade 2040 Directional Distribu Q 'n 5fff onw Ineedtorthe• . `T i hotly _ "„°�°oa�"'s"w�e0' '" fi 3 18 263 Origin TAZ Cardinal Directions '9 County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW nopp r naccof'aWrauonvnirieetlroce P°�` '9^a"°'�`e pu c Miani Cod°.TMap�iraGe tills Waa� 4). PZ 493 3393 TRIPS 1,498 730 1,182 779 1,287 1,303 1,423 '9,t• 2 01/22/9916� 493 3393 PERCENT 15.8 7.7 12.5 8.2 13.6 13.8 15.0 RFV►EW C2 494 3394 TRIPS 509 269 292 456 527 527 426 429 3,435 494 3394 PERCENT 14.8 7.8 8.5 13.3 15.3 15.3 12.4 12.5 495 3395 TRIPS 201 102 117 195 202 219 162 141 1,339 495 3395 PERCENT 15.0 7.6 8.7 14.6 15.1 16.4 12.1 10.5 496 3396 TRIPS 220 138 125 163 294 301 133 161 1,535 496 3396 PERCENT 14.3 9.0 8.1 10.6 19.2 19.6 8.7 10.5 497 3397 TRIPS 94 176 112 190 95 111 61 29 868 497 3397 PERCENT 10.8 20.3 12.9 21.9 10.9 12.8 7.0 3.3 498 3398 TRIPS 307 160 202 153 370 307 298 317 2,114 498 3398 PERCENT 14.5 7.6 9.6 7.2 17.5 14.5 14.1 15.0 499 3399 TRIPS 406 188 265 328 317 475 388 394 2,761 499 3399 PERCENT 14.7 6.8 9.6 11.9 11.5 17.2 14.1 14.3 500 3400 TRIPS 977 667 763 668 956 1,184 1,200 1,140 7,555 500 3400 PERCENT 12.9 8.8 10.1 8.8 12.7 15.7 15.9 15.1 501 3401 TRIPS 600 282 263 347 352 686 688 682 3,900 501 3401 PERCENT 15.4 7.2 6.7 8.9 9.0 17.6 17.6 17.5 502 3402 TRIPS 250 131 142 233 176 417 298 333 1,980 502 3402 PERCENT 12.6 6.6 7.2 11.8 8.9 21.1 15.1 16.8 503 3403 TRIPS 492 139 74 132 174 406 303 370 2,090 503 3403 PERCENT 23.5 6.7 3.5 6.3 8.3 19.4 14.5 17.7 504 3404 TRIPS 54 41 42 48 75 104 80 55 499 504 3404 PERCENT 10.8 8.2 8.4 9.6 15.0 20.8 16.0 11.0 505 3405 TRIPS 385 265 287 400 443 586 457 409 3,232 505 3405 PERCENT 11.9 8.2 8.9 12.4 13.7 18.1 14.1 12.7 506 3406 TRIPS 862 237 361 637 687 1,005 790 688 5,267 506 3406 PERCENT 16.4 4.5 6.9 12.1 13.0 19.1 15.0 13.1 507 3407 TRIPS 433 188 274 361 345 492 400 400 2,893 507 3407 PERCENT 15.0 6.5 9.5 12.5 11.9 17.0 13.8 13.8 508 3408 TRIPS 255 121 150 359 377 300 235 247 2,044 508 3408 PERCENT 12.5 5.9 7.3 17.6 18.4 14.7 11.5 12.1 509 3409 TRIPS 117 77 90 84 161 148 105 132 914 509 3409 PERCENT 12.8 8.4 9.9 9.2 17.6 16.2 11.5 14.4 510 3410 TRIPS 915 475 546 772 962 1,081 830 827 6,408 510 3410 PERCENT 14.3 7.4 8.5 12.1 15.0 16.9 13.0 12.9 511 3411 TRIPS 484 170 238 562 547 690 451 467 3,609 511 3411 PERCENT 13.4 4.7 6.6 15.6 15.2 19.1 12.5 12.9 512 3412 TRIPS 417 163 238 430 428 548 467 376 3,067 512 3412 PERCENT 13.6 5.3 7.8 14.0 14.0 17.9 15.2 12.3 513 3413 TRIPS 2,077 449 947 1,982 2,168 3,211 2,213 2,289 15,336 1041 MOBILITY OPTIONS NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Appendix C f raff is uata NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Turning Movement Counts LOCATION: SR 933/ NW 12th Ave & NW 28th St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 1182 722 61 1073 48 4 ♦ 4 t Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 63 102 66 64 42 4 ♦ 4 t `r 186 65 J Peak Hour Factor t 46 134 54 92 J t,52 121 ♦ 0.91 ♦ 80 3.3 y ♦ 55 255 69 Z r 8 188 4.3 1.4 Z r 0.0 4.3 ♦ h t r+ 45 611 19 1150 675 t ♦ h t 10 4.4 10.0 10 5F 6, 9.6 4. t 2 0 ♦ '4'♦ National Data & Surveying Services 0 3 1 4 44 ♦ 2 0 j t 1 5 t t 2 (_It it l 1 1`,..40E4 /8-3248-00' 0 -0. 1 4-1 r 6 .4,_ —0 y p ...t— 2 0 F 4z— ♦ t -Alp L i 4 4 Lo 6 J t 7 'ppJ t 4 y 4..4 6 T y �«, IQ 10 r r 1h i ♦ ♦ t r+ 2 61 2 ♦ t t r► 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 28th St Eastbound NW 28th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 15 130 3 0 10 268 13 1 11 29 17 0 3 17 6 0 523 2237 07:15 AM 07:30 AM 12 130 5 0 9 174 4 0 10 277 19 2 9 245 17 0 13 25 13 0 16 27 17 0 4 25 13 0 0 21 11 0 548 550 2246 2208 07:45 AM 15 157 4 0 16 308 11 0 15 43 23 0 2 14 8 0 616 2166 08:00 AM 9 150 6 0 10 243 14 1 21 26 16 0 2 20 14 0 532 2078 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 7 137 5 0 13 146 2 0 15 130 2 0 Northbound 12 255 16 1 11 241 13 0 8 285 11 2 Southbound 12 14 23 0 10 28 13 0 10 25 14 0 Eastbound 1 17 10 0 4 21 6 0 3 17 6 0 Westbound 510 508 528 Total 1546 1036 528 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 60 696 24 0 4 76 4 8 0 4 0 64 1232 76 8 8 84 8 8 4 8 0 84 172 92 0 12 8 4 12 0 0 4 16 100 56 0 0 12 16 8 0 4 4 2680 236 36 28 NOTICE xrpMan of staff reaewindeaes permitappl'rzlian meet un requirenenis under Murry nand/or theciry of Miami only. his pmnit appkation vnll reel et be sdeckled for a is rearing inaccordanrevdth ameunessetfomtlnthearyar miCode.Theappf blepubLcn-making bodyMIretlew permtappliration at thepubic hearing atl rents eiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 28th St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 687 1346 69 573 45 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 4.4 3.7 4.3 4.7 0.0 t 314 58 J Peak Hour Factor t 93 249 1.3 1.7 J t 4.3 102 ♦ 0.95 ♦ 149 20 ♦ ♦ 0.a 212 52 i r 7 169 1 28 58 lir r 14.3 24 ♦�h ♦ t 1+p♦♦�h 96 1195 22 632 1313 j t ♦ t r►�♦ 1.0 3.6 9, 4.9 3.7 t 0 ♦ 4'♦ National Data & Surveying Services 0 2 0 4 5 ♦ ♦ 6 0 j t 3 7 t ♦ 1 Id ''ee /8-324g-twl 0 1. r o --11.. t I* .4,_h p ♦ t Alp LI L \\ 4 4 /7 _ 1 J t 4 `/� J t 2 mil.Am0 1, Am 1 t / Mi.r ` , r ♦-h ♦ t5 r►�♦ t h t r►F 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 28th St Eastbound NW 28th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 30 303 4 0 29 268 5 0 12 139 14 1 10 127 16 2 15 28 11 0 9 24 16 0 7 30 20 0 7 30 16 0 614 559 2373 2372 04:30 PM 04:45 PM 05:00 PM 27 288 2 0 22 289 10 0 15 303 2 0 9 145 19 2 7 130 18 2 10 152 16 1 13 22 16 1 16 27 11 0 14 27 12 0 3 38 22 0 0 37 24 0 2 38 21 0 607 593 613 2461 2428 2323 05:15 PM 32 315 8 0 14 146 16 0 14 26 13 0 2 36 26 0 648 1710 05:30 PM 05:45 PM 14 255 2 0 20 221 6 0 10 172 21 0 13 109 19 1 12 27 13 0 8 32 12 0 3 25 20 0 6 29 12 0 574 488 1062 488 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 128 1260 40 0 4 56 4 0 4 8 4 56 608 76 8 0 36 8 8 0 4 0 64 108 64 4 4 4 12 20 0 4 0 12 152 104 0 4 0 8 12 0 0 12 2684 140 40 36 NOTICE xrpMan of staff reaewindeaes permitappl'rzlian meet un requirenenis under Murry nantl/or the Ciry of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 22nd St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ s9 s5 1 49 19 t Peak -Hour: 07:00 AM - 08:00 AM ♦ Peak 15-Minute: 07:00 AM - 07:15 AM 29.0 30.8 0.0 24.5 42.1 t 4 15 "16 Peak Hour Factor t 3 5 o.0 53.3 J t 6G 4 ♦ 0.93 ♦ 1 34.0 y ♦60 101 39 Z r 1 127 32.7 23.1 Z 4'100.0 28.3 ♦ h t e 2 461 89 110 ♦ , y, t ♦ h t 1+ 0.0 21.3 197 24 7 20.0 p t z aL ♦ ♦ National Data & Surveying Services o 0 0 4 ♦ 4 19 ♦ ♦ 9 0 J t 1 15 t 4 1 ♦ 0 + ♦ Vim- loll ♦ 0 r 0 r 13 �\® 'M�d f(g-'32—oo Ji h t e 0 0 0 ♦ 0 12 8 t ♦ ♦ 4 ♦ 4 ♦ 4 -\ J t 8 J t 2 16 p ♦ 0 91 y z, IQ , -40 r r1 ♦-h ♦ t r2 t h t r'p 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 0 10 12 0 2 18 1 0 2 15 16 0 0 0 1 0 77 285 07:15 AM 07:30 AM 07:45 AM 1 9 11 0 0 19 15 0 1 9 23 0 10 3 0 0 3 15 0 0 4 13 0 0 5 13 6 0 4 12 8 0 4 7 9 0 1 0 0 0 0 0 1 0 0 1 1 0 59 77 72 272 280 254 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 12 18 0 0 11 21 0 3 9 12 0 2 22 14 0 Northbound 3 9 0 0 4 8 0 0 2 6 0 0 3 9 0 0 Southbound 0 12 9 0 2 13 7 0 3 8 5 0 4 5 11 0 Eastbound 1 0 0 0 1 0 0 0 1 1 1 0 1 0 0 0 Westbound 64 67 51 71 Total 253 189 122 71 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 4 76 92 0 0 16 16 56 0 0 0 40 72 4 0 24 24 0 12 0 0 0 20 60 64 0 12 20 16 40 0 4 0 4 4 4 0 4 0 4 16 0 0 4 444 136 124 8 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 22nd St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 17 54 3 13 1 .+ ♦ 4 t Peak -Hour: 04:00 PM - 05:00 PM ♦ Peak 15-Minute: 04:15 PM - 04:30 PM ♦ ♦ 176 5.6 0.0 23.1 0.0 .4 ♦ 4 t 4 5 J Peak Hour Factor t 1 4 0.0 0.0 J t 0.0 �7 40 ♦ 0.90 ♦ , 7.5 ♦ ♦ 0.0 52 7 i r 2 78 77 143 Z r 50.0 5., ♦—+, t ep♦♦�h 0 48 37 22 85 , t�s t ♦ t 0p♦ 0.0 6.3 27 227 47 t o aL ♦ ♦ National Data & Surveying Services o 0 0 ., ♦ 4 8♦ ♦, 0 J t i 8 t ♦ 6 I 2 `` r 2 z o „\0 y j rF-3-t�3_ooz, 0 o 3 i 0 3 0 t —�1 L I 4 to J t0 ,\ _L J t 0 3 y ♦ 0 1z y (;) ,r 10 ♦—h i Hr1 3 r►F♦ t -h t ep 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 0 14 9 0 1 2 1 0 1 8 2 0 1 1 1 0 41 158 04:15 PM 0 10 10 0 0 4 1 0 1 16 2 0 0 0 0 0 44 143 04:30 PM 04:45 PM 0 14 8 0 0 10 10 0 0 2 1 0 0 5 0 0 3 8 3 0 0 8 0 0 0 0 0 0 1 0 0 0 39 34 129 120 05:00 PM 05:15 PM 05:30 PM 05:45 PM 1 8 5 0 1 9 8 0 0 1 6 0 0 7 2 0 0 3 0 0 1 1 0 0 1 6 0 0 0 1 0 0 1 4 3 0 0 9 1 0 3 8 5 0 1 10 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 30 30 23 109 83 53 23 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 56 40 0 0 8 4 12 0 0 8 4 20 4 0 0 8 0 8 0 0 0 12 64 12 0 0 8 4 20 0 0 8 4 4 4 0 4 0 0 12 4 4 4 224 36 52 28 NOTICE Manor staff reaewindraes permitappfrztian meet mien requirement under Murry alantl/or iMCie of Miami only. his pmnit appleation Mane. ..sdeckled for a is rearing inaccoroanrevim ameurnessecronninthe oryor ami Castle. The appf ble decidon-making body eel netlew permtappliralion at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 22nd St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 1057 687 2 966 89 4 ♦ 4 ♦ Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 5.5 10.9 50.0 5.2 7.9 4 ♦ 4 `r 2 64 J Peak Hour Factor t 31 52 500 266 J t 29.0 30 ♦ 0.92 ♦ 0 200 y ♦ 60 129 35 Z r 21 126 25.6 28.6 Z r 33.3 11.9 4,1022 h t I+ 0 592 7 599 , p y, i ♦ 0 t r o.8.3 6.6 8.5 0 0 ♦ ♦ National Data & Surveying Services L 1 z o 4 ♦ 4 971, ♦ 6 0 J t 1 3 i i 1 W 1 IS_ 3242- 003 . 0 I,r 0 -6 y ♦ , t 0p 0 p ♦ 0 ♦Li_ v r 4 ♦ 4 J t 17 J t 9 ( 6 p ♦ 0 10 + 7 n� Mr. 1. IQ L , -40 4- r IN -. -4% t IT = t r'p 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 0 143 2 0 13 229 1 0 6 6 12 0 3 0 10 0 425 1821 07:15 AM 07:30 AM 0 130 3 0 0 154 3 0 16 253 1 0 19 228 0 0 10 7 13 0 19 7 10 0 4 0 8 0 3 0 11 0 445 454 1837 1800 07:45 AM 0 159 1 0 26 266 1 0 19 5 7 0 7 0 6 0 497 1810 08:00 AM 0 149 0 0 28 219 0 0 16 11 5 0 7 0 6 0 441 1734 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 145 5 0 0 143 2 0 0 123 4 0 Northbound 21 183 0 0 32 252 3 0 23 239 0 0 Southbound 20 10 10 0 8 2 14 0 10 6 5 0 Eastbound 8 0 6 0 3 0 5 0 9 0 2 0 Westbound 408 464 421 Total 1293 885 421 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 636 12 0 0 60 8 0 0 4 4 112 1064 4 0 16 68 4 0 0 8 4 76 44 52 0 24 12 20 16 0 4 0 28 0 44 0 12 0 12 12 0 0 4 2072 236 28 28 NOTICE xrpMan of zdff reaewindeaez permit apprentice meet un requirement under Murry nantl/or the City of Miami only. his pmnitappleation yell need et...sal dfora is rearing in accordance vim ameurnesset fonnlnthe oryor ami Castle. The appf tle decidon-making body eel netlew permtappliration at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 22nd St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 562 1308 0 539 23 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 4.6 3.9 0.0 3.9 21.E t 39 J Peak Hour Factor t 81 97 0.0 2.6 J t 4.9 7 ♦ 0.90 ♦ 0 00 ♦ ♦ 0.a 61 15 i r 16 40 4.9 13.3 Z r 0.0 125 ♦�h ♦ t 1+p♦♦�h 1 1188 10 570 1199 j t ♦ t r►�♦ I0 3.9 00 4.0 3.8 t 0 0L National Data & Surveying Services 1 s 1 24, ♦ 1 i J t 0 11 t ♦, 4 4 1,_ No rg, Is_ 32. 2- 00 3. 1 ♦ 0 Z ♦ ° r 0 --10. ..„,_0F -h4 op ♦ t '_t• 1-♦ 0 21 5 4 4' VLI♦ 4 t4 J t 1, \ 0 y ♦ 0 1,r° ! � - T mi.2 z� (;) , -.1• r .-h ♦ t6 r►p♦ t = 71 t ep 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 0 283 1 0 0 266 1 0 11 124 2 0 10 137 0 0 13 2 3 0 13 7 4 0 4 0 39 0 4 0 20 0 482 462 1884 1848 04:30 PM 04:45 PM 05:00 PM 0 307 4 0 0 279 4 0 1 276 0 0 6 127 0 0 5 137 0 0 6 119 0 0 12 0 4 0 12 2 4 0 7 2 3 0 2 0 12 0 4 0 19 0 7 0 25 0 474 466 446 1919 1888 1860 05:15 PM 0 326 2 0 6 156 0 0 8 3 4 0 3 0 25 0 533 1414 05:30 PM 05:45 PM 0 237 1 0 0 267 1 0 7 151 1 0 3 134 0 0 6 4 6 0 11 3 2 0 4 0 26 0 1 0 16 0 443 438 881 438 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 4 1304 16 0 0 60 0 0 4 8 0 24 624 0 0 8 32 0 0 4 8 4 48 12 16 0 4 0 4 24 4 4 0 28 0 100 0 0 0 8 16 0 0 0 2176 116 40 36 NOTICE Manor staff reaewindraes permitappfrztian meet mien requirement under Murry alantl/or iMCie of Miami only. his pmnit appleation Mane. ..sdeckled for a is rearing inaccoroanrevim ameurnessecronnintneoryor ami Castle. The appf ble decidon-making body eel netlew permtappliralion at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 21st Terrace PROJECT ID: 18-03278-01 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 101 128 37 64 0 4 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 267 197 43.2 17.2 0.0 4 ♦ 4 t s0 30 J Peak Hour Factor t 0 0 34 7 40.0 J t 2 0 0 ♦ 0.88 ♦ o oo y ♦ 00 44 14 Z r 0 0 1 38.6 35 7 lir r 0.0 0.0 ♦ ♦ h t r+ ,a sa o 78 111 p♦ ��V�\ ♦ �, t ♦ h t r► 7.7 13.3 00 20.0 12.6 t 0 0 ♦ ♦ LNational Data & Surveying Services 0 1 0 4 ♦ 4 ,♦ ♦ 0 0 J t 0 2 t t o I + fI _Noa�'�, 0 -0. , 1, -.0o r o II.. ♦ S 3Y98 004. h t f ♦ 3 16 „ 0 t 3 - 0 0 0 ♦ 4 ♦ 4 ♦ ��o ♦ 4 J t 12 J t6 o y ♦ 0 s 0 "y y 1. 1:;) v , -40 r Z r ♦-h ♦ t r7 t �h t r•p 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 2 14 0 0 1 16 0 0 0 22 9 0 0 14 9 0 7 0 2 0 11 0 4 0 0 0 0 0 0 0 0 0 56 55 242 250 07:30 AM 4 26 0 1 0 15 4 0 5 0 3 0 0 0 0 0 58 256 07:45 AM 5 25 0 0 0 15 10 0 15 0 3 0 0 0 0 0 73 250 08:00 AM 08:15 AM 0 21 0 1 2 26 0 0 0 21 11 0 0 13 12 0 5 0 4 1 4 0 4 0 0 0 0 0 0 0 0 0 64 61 240 176 08:30 AM 08:45 AM Peak 15-Min Flowrates 4 20 0 1 3 32 0 0 Northbound 0 10 8 0 0 12 3 0 Southbound 6 0 3 0 8 0 5 0 Eastbound 0 0 0 0 0 0 0 0 Westbound 52 63 Total 115 63 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 20 104 0 4 4 16 0 8 0 0 0 0 84 48 0 0 16 24 0 0 4 0 60 0 16 4 28 0 12 12 0 0 4 0 0 0 0 0 0 0 0 0 0 0 340 100 20 8 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bet Inthedfora is rearing In accordancewnth ameunesset forminthearyar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 21st Terrace PROJECT ID: 18-03278-01 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 22 80 4 18 0 t Peak -Hour: 04:00 PM - 05:00 PM ♦ Peak 15-Minute: 04:30 PM - 04:45 PM 18 2 5.0 25.0 16.E 0.0 t 10 2 1 Peak Hour Factor t 0 0 125 0.0 1 t 0.0 0 ♦ 0.84 ♦ 0 o o ♦ ♦ 0.a 8 6 i r 0 0 o.o o.o 1, r o.o o.o ♦�+1 t 1►p♦♦�h 6 78 0 24 84 , ��s t ♦ t 0p♦ 6.6 5., 66 ,, 5 4.8 t 0 , ♦ ♦ National Data & Surveying Services 0 4 0 ., ♦ 4 2 ♦ ♦ 0 i 1 t 0 0 t ♦ 0 T —Nob4 0 ♦ 2 , ♦ 0 r 0 y .1_J ;3_g?9B— 004. f1 t v i , 0 p t 3 � o z o LI ..0.� ♦ ..0. ♦ 4 1t Flo 1 t 6 6 0 y ♦ 0 o 1, r 0 s y Z (;) , -. r .-h r►p♦ t ep i 4 -h t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 0 20 0 2 1 18 0 0 0 2 2 0 0 5 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 28 25 114 107 04:30 PM 1 24 0 0 0 7 0 0 0 0 2 0 0 0 0 0 34 104 04:45 PM 2 16 0 0 0 4 1 0 1 0 3 0 0 0 0 0 27 94 05:00 PM 05:15 PM 05:30 PM 05:45 PM 0 13 0 0 2 16 0 0 2 7 0 2 2 11 0 0 0 4 1 1 0 3 0 0 0 10 1 0 0 3 0 0 1 0 1 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 22 24 16 83 62 40 16 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 8 96 0 8 0 8 0 8 0 4 0 0 28 8 0 0 8 4 4 0 12 0 4 0 12 0 0 0 0 8 4 0 8 0 0 0 0 0 0 0 0 0 0 0 164 20 20 28 NOTICE Manor staff reaewindraes permitappfrztian meet mien requirement under Murry alantl/or iMCie of Miami only. his pmnit appleation Mane. ..zdeckled for a is rearing in accordance vim ameurnessecronninthe oryor ami Castle. The appf ble decidon-making body eel netlew permtappliralion at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 21st Terrace PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 1021 605 44 977 0 4 ♦ 4 ♦ Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 71 8.8 29.5 6.0 0.0 4 ♦ 4 `r 44 0 J Peak Hour Factor t 10 10 29.5 0.0 J t 10.0 0 y 0.97 ♦ 0 oo y 1000 36 36 Z r 0 21 13.9 13.9 Z r 0.0 4.8 ♦ h t r+ 0 595 21 1013 616 , i ♦ 0 t r► 1 8] 48 6.3 8.6 3 , y ♦ National Data & Surveying Services 0 3 0 4 ♦ 4 971, ♦ 8 0 j t o 9 • • 2 I T ` 0 y +♦ 0 r 0 11.' r o , I' I .0r tag—ooi t _ h t �+ o z o ♦ f I - L 4 4 4 J t 0 J t1 T1T. 0 y ♦ o 5 0 I y IQ v / f r Z r I 1 y h♦ &y h t e 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 0 136 5 0 0 218 14 0 0 0 9 0 0 0 4 0 386 1669 07:15 AM 07:30 AM 0 126 5 0 0 167 7 0 0 261 13 0 0 243 3 0 0 0 8 0 0 0 11 0 0 0 1 0 0 0 3 0 414 434 1683 1614 07:45 AM 0 149 3 0 0 254 16 0 0 0 8 0 0 0 5 0 435 1607 08:00 AM 0 153 6 0 0 219 12 0 0 0 9 0 0 0 1 0 400 1597 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 137 3 0 0 145 5 0 0 139 9 0 Northbound 0 177 15 0 0 246 16 0 0 250 14 0 Southbound 0 0 11 0 0 0 12 0 0 0 10 0 Eastbound 0 0 2 0 0 0 3 0 0 0 3 0 Westbound 345 427 425 Total 1197 852 425 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 668 28 0 0 68 4 4 0 4 0 0 1044 64 0 0 72 16 12 0 8 0 0 0 44 0 0 0 8 20 0 0 4 0 0 20 0 0 0 4 16 0 0 0 1868 172 52 16 NOTICE xrpMan of 658 re.w indices permit appkation meet un requirement under Murry ]land/or the Ciry of Miami only. his pmnitappLcationvnllreel et bescheckled for a is rearing inaccoroancevim ameunesseeronninmearyor ami Cntle.Theapo tle decdon-maldng balywUrmiew rmtl render petappliration at mepubk hearing arents eimea recommendation or a final derizion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 21st Terrace PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 593 1158 3 590 0 t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 3.0 4.0 66.E 2.7 0.0 t 3 0 J Peak Hour Factor t 25 25 66E 00 J t 12.0 0 ♦ 0.93 ♦ o oo ♦ ♦ 0.0 4 4 i r 0 10 50.0 50.0 Z r 00 100 ♦ —+, ♦ t e 0 1133 10 594 1143 p♦ C�V� .� �h j t ♦ t 0�♦ 0.0 3.8 100 3.0 3.8 t 0 0 ♦ ♦ LNational Data & Surveying Services o s o 4, ♦ 4 5 ♦ ♦ 0 0 J t i 8 t ♦ 8 I T 0 ♦ 0 1. -.I 0 r 1 0 1 Ik—i'�—Oo) 6 4 6 ♦ ♦ 2 16 0 —1 1- 4.0 ♦ 4 ♦ l ♦ 4 t3 J t 0J TIT- �I 0 MI. ♦ 0 2 z 4'0 y (;) , -4I r ♦ h t e ♦ t r► ♦ 0 43 , t r 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 0 279 0 0 0 268 1 0 0 280 3 0 0 125 1 0 0 142 0 0 0 137 1 0 0 0 2 0 0 0 4 0 0 0 0 0 0 0 3 0 0 0 6 0 0 0 4 0 410 421 425 1706 1708 1760 04:45 PM 05:00 PM 0 301 6 0 0 261 2 0 0 135 1 0 0 138 1 0 0 0 1 0 0 0 1 0 0 0 6 0 0 0 9 0 450 412 1765 1685 05:15 PM 0 311 1 0 0 152 1 0 0 0 1 0 0 0 7 0 473 1273 05:30 PM 0 260 1 0 0 165 0 0 0 0 1 0 0 0 3 0 430 800 05:45 PM 0 239 0 0 0 129 0 0 0 0 1 0 0 0 1 0 370 370 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 1244 24 0 0 52 4 0 0 16 0 0 660 4 0 0 20 4 0 0 8 0 0 0 4 0 0 0 4 28 0 0 0 0 0 36 0 0 0 8 12 4 0 4 1972 92 40 32 NOTICE xrpMan of ear, reaewindeaez permit apprentice meet mien requirement under Murry nantl/or the City of Miami only. his pmnitappleation yell need et...sal dfora is rearing in accordance vim ameurnesset fonnlnthe oryor ami Castle. The appf tle decidon-making body eel netlew permtappliration at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 21st St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ a, ,os 14 56 11 4 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 07:30 AM - 07:45 AM ♦ ♦ is 5 ,, , 35. 7 ,0.7 364 4 ♦ 4 t `r 44 21 J Peak Hour Factor t 17 35 15.6 14.3 J t 11.3 25 ♦ 0.95 ♦ 9 120 y ♦,,, 83 37 Z r 9 56 9.6 5.4 Z r 222 14.5 ♦ h t e 21 70 20 102 111 , p t ♦ 8 t e 4.9.6 ,00 9.8 81 p t , aL ♦ ♦ National Data & Surveying Services o z o 4 ♦ 4 , ♦ ♦ 2 , j t o 2 t 9 1 . N o 0 ♦ _ 0 ♦ 0 0 r � y 141. p ..- g— 3zAa-t. .,_ P\ � h t fo 0 0 0 ♦ 5 6 3► t ______..ir 4-$ — L _ 4 4 to J t J t 2 .11. z\- 1:;) , 11. r z r2 ♦�41 t a2 t r'p ♦ �h t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 6 13 8 0 6 12 8 0 3 14 3 0 2 10 5 0 0 5 7 0 1 2 3 0 4 3 2 0 4 0 6 0 68 59 288 297 07:30 AM 5 23 11 0 2 12 4 1 2 6 5 0 3 4 4 0 82 310 07:45 AM 08:00 AM 08:15 AM 4 19 3 0 8 13 2 0 4 15 4 0 1 12 4 0 3 20 4 0 4 12 2 0 7 10 9 0 5 6 11 0 6 3 12 1 1 3 6 0 1 2 2 0 4 0 5 0 79 77 72 280 270 193 08:30 AM 08:45 AM Peak 15-Min Flowrates 3 12 8 0 1 23 4 0 Northbound 3 8 1 0 2 9 4 0 Southbound 7 3 3 0 9 4 9 0 Eastbound 2 2 0 0 1 1 2 0 Westbound 52 69 Total 121 69 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 32 92 44 0 4 12 8 12 0 0 0 16 80 16 4 8 8 8 12 0 8 0 28 40 48 4 8 8 8 8 4 0 0 16 16 24 0 4 4 8 32 0 0 0 460 88 64 12 NOTICE xrpMan of ear, reaewindeaez permitappfrztian meet un requirement under Murry nantl/or the City of Miami only. his pmnitappleation vnll need et...sal dfora is rearing Inaccordance eel ameunesset rennin thearyor ami Castle. The appf tle decidon-making body eel net,ew permtappliration at tenable hearing atl rents eahea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 21st St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 30 79 3 22 5 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 6 7 7 6 0.0 9.1 0.0 t 24 4 J Peak Hour Factor t 6 23 0.0 25.0 J t 25.0 11 ♦ 0.90 ♦ 6 0.0 ♦ ♦ 6.a 37 22 i r 9 35 54 45 Z r 222 229 ♦�+1 ♦ t 1►p♦♦�h 15 67 19 53 101 , tys t ♦ t 0p♦ 6.6 4.5 42, 9.4 10.9 t National Data & Surveying Services 4, ♦ 4 L 1 ♦ ♦ 5 0 J t 3 , t ♦ , I oyr^ 2♦ o ♦, r o 11'. .1_ 9 p , o 0 0 ♦ 0 2 0_t_.. t _air LI L 4 to J t _ J t i 2 0 .0. ♦ 0 1. r2 l'a----- y . (;) , -.1• r ♦�h r►p0♦ t ep ♦ 3 71 t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 6 20 2 0 5 18 7 0 1 2 1 0 2 3 0 0 0 2 1 0 1 3 6 0 3 1 1 0 1 0 0 0 40 46 184 184 04:30 PM 04:45 PM 05:00 PM 4 19 4 0 2 17 6 0 8 12 3 0 1 10 1 0 1 5 1 0 1 4 0 0 0 2 3 0 1 3 4 0 1 2 6 0 3 1 4 0 3 3 0 0 2 1 0 0 52 46 40 191 190 179 05:15 PM 1 19 6 0 2 3 1 0 2 4 9 0 1 1 4 0 53 139 05:30 PM 05:45 PM 6 11 5 1 4 9 5 0 2 5 1 0 1 6 0 0 3 2 13 0 1 3 5 0 0 2 0 0 0 0 1 0 51 35 86 35 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 32 76 24 0 0 4 12 16 0 0 0 8 40 4 0 0 4 0 4 4 4 4 8 16 36 0 4 0 4 4 0 4 0 12 12 16 0 4 0 8 8 0 4 8 284 40 32 28 NOTICE xrpMan of ear, reaewindiceez permit apprentice meet mien requirement under Murry nantl/or the City of Miami only. his pmnitappleation yell need et...sal dfora k rearing in accordance vim ameurnes set foMln the oty of ami Castle. The appf tle decidon-making bodyyell netlew pemitappliration at tenable hearing atl renrents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 21st St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 977 606 2 975 0 4 ♦ 4 t Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:30 AM - 07:45 AM ♦ ♦ 5.9 7.1 0.0 5.9 0.0 4 ♦ 4 t `r 2 0 J Peak Hour Factor L 0 0 0.0 0.0 J t 00 0 ♦ 0.91 ♦ o 0.0 y ♦ 00 20 20 Z r 0 0 00 00 Z r 00 00 ♦ h t e 0 606 0 995 606 , y, t ♦ h t 1+ 0.0 z1 00 58 71 p t 7 aL ♦ ♦ National Data & Surveying Services o a o 4 ♦ 4 5. ♦ 0 0 j t 0 6 t t o SDI I I 0 r e 117 p ig ....-.34.4ts — o4q-- Jr i Jr 1 — Ha 0 p ♦ t ♦ 0 58 0 ♦ 4 ♦ ♦ 4 1t ?4 t 0 .1. t 0 I ,. 0 y ♦ 0 0 z'.I I Mr.o Z` (;) , 10 r Z r ♦—h ♦ t r+p♦ t h t r'p 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 0 142 0 0 0 223 0 0 0 0 6 0 0 0 0 0 371 1590 07:15 AM 0 130 0 0 0 252 1 0 0 0 2 0 0 0 0 0 385 1603 07:30 AM 0 168 0 0 0 265 1 0 0 0 7 0 0 0 0 0 441 1591 07:45 AM 08:00 AM 0 154 0 0 0 154 0 0 0 233 0 0 0 225 0 0 0 0 6 0 0 0 5 0 0 0 0 0 0 0 0 0 393 384 1588 1591 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 140 0 0 0 150 0 0 0 140 0 0 Northbound 0 226 1 0 0 284 1 0 0 249 1 0 Southbound 0 0 6 0 0 0 3 0 0 0 6 0 Eastbound 0 0 0 0 0 0 0 0 0 0 0 0 Westbound 373 438 396 Total 1207 834 396 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 672 0 0 0 48 0 4 0 8 0 0 1060 4 0 0 88 0 12 0 8 0 0 0 28 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1764 136 44 16 NOTICE xrpMan of staff reaewindeaes permit application meet un requirement under Murry alantl/or the City of Miami only. his pmnitappleation yell nee ...heckled fora is rearing inaccoroanrevnm ameurnessetronnlnthearyaf ami Castle. The appf ble decidon-making hotly eel netlew permtappliration at tenable hearing atl rents eiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 21st St PROJECT ID: 18-03278-0• I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 606 1133 2 604 0 4% ♦ 4 t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM ♦ ♦ 2 8 4.2 0.0 2.8 0.0 4 ♦ 4 t 2 0 Peak Hour Factor t 6 6 6.6 6.6 1 t a.a �9 0 ♦ 0.95 ♦ o o o ♦ ♦ 0.a 22 22 i 0 27.3 27.3lir r 0 r 0.0 0.0 ♦ ♦ +� t 1► 0 1133 0 626 1133 ♦ C�V� ♦ j t ♦ h t 0 0.o a.z o.o 3 7 4.2 p t s aL National Data & Surveying Services o a o 2 ♦ ♦ 0 2 1 t o 4 t ♦ 0 - NCO' I s I I 0 r 0 ~ ♦ p /fig,-3ax8-oe'4- tit I 41 I ~ t i o P ♦ At _____,,„ 4-4.0 0 17 0 ♦ 4 ♦ � ♦ 4 L 1 t 1T 1t 0 0 I 0 Mi. ♦ 0 1, r 0 `i I mi.6 (;) v , -. r . —h r►p0� t ep ♦ 48 -h t 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 0 279 0 0 0 262 0 0 0 274 0 0 0 130 0 0 0 152 1 0 0 134 0 0 0 0 7 0 0 0 9 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 416 424 413 1710 1708 1748 04:45 PM 05:00 PM 0 307 0 0 0 269 0 0 0 145 1 0 0 141 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 457 414 1761 1693 05:15 PM 0 301 0 0 0 156 0 0 0 0 7 0 0 0 0 0 464 1279 05:30 PM 0 256 0 0 0 162 1 0 0 0 7 0 0 0 0 0 426 815 05:45 PM 0 254 0 0 0 130 0 0 0 0 5 0 0 0 0 0 389 389 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 1228 0 0 0 56 0 20 4 8 0 0 648 4 0 0 20 0 20 0 8 0 0 0 28 0 0 0 8 8 4 0 0 0 0 0 0 0 0 0 0 0 0 0 1908 84 48 24 NOTICE Manor staff reaewindraes permitappfrztian meet mien requirement under Murry alantl/or meciry of Miami only. his pmnitappleation Manned et...sal dfora is rearing inaccoroanrevim ameunessecronninthe oryor ami Castle. The appf ble decidon-making body eel netlew permtappliralion at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 17th Ave & NW 20th St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 504 419 60 305 139 4 ♦ 4 t Peak -Hour: 08:00 AM - 09:00 AM ♦ Peak 15-Minute: 08:00 AM - 08:15 AM ♦ ♦ 6.5 5.5 10.0 7.2 3.6 4 ♦ 4 t `r 698 82 J Peak Hour Factor t 58 683 9.0 4.9 J t 10.3 910 ♦ 0.94 ♦ 553 4.8 y ♦ 9.9 1075 83 Z r 72 1167 4.7 2.4 Z r 8.3 4.9 ♦ h t r+ 85 279 118 460 482 y, t ♦ h t e 2.4 4.7 68F 6.5 4.8 4. t 7 6 ♦ '.44 National Data & Surveying Services 0 2 0 ♦ 4 571, ♦ 11 0 J t 0 5 t t 2 1 ♦ 0 ♦ 3 r 0 .11. .4,_ 1 0 p I; II II Ifi-304.^ ..is e 2 0 t 2 p __, ♦ t .... �`� ♦4 ♦ 4 ♦ / / 4 ♦ 4 J t 4 J t6 1t 44 y ♦ 55 2 y '41 1:;) 11. r Z r6 ♦-h t r7 t r•p ♦ t �h 15-Min Count Period Beginning At NW 17th Ave Northbound NW 17th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 07:30 AM 07:45 AM 19 60 46 0 15 59 34 0 21 68 48 0 21 61 27 0 26 57 13 0 26 70 15 0 24 70 9 0 39 89 20 0 32 207 24 0 20 234 21 0 31 241 26 0 24 183 17 0 27 123 14 0 22 128 5 0 19 125 16 0 20 91 9 0 648 649 698 601 2596 2677 2705 2670 08:00 AM 34 66 40 0 41 63 15 0 18 250 21 0 13 156 12 0 729 2744 08:15 AM 08:30 AM 08:45 AM 15 70 22 0 16 74 28 0 20 69 28 0 31 71 17 0 34 87 13 0 33 84 15 0 20 238 18 0 25 203 27 Q 19 219 17 d'•• 22 137 16 0 19 122 15 0 18 138 15 0 677 663 675 2015 1338 675 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 136 296 160 0 4 28 16 4 8 0 4 164 348 68 0 8 28 12 20 0 4 0 100 1000 108 0 12 56 4 20 0 4 0 88 624 64 0 12 96 12 20 0 12 0 3156 288 64 32 NOTICE xrpMan of staff reaewindeaes permit apprentice meet un requirement under Murry 21antl/or the City of Miami only his pmnitappleation yell need et...sal dfora is rearing in accordance vim ameurnesset fonnlnthe oryor ami Castle. The appf ble decidon-making body eel net,ew permit application at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 17th Ave & NW 20th St PROJECT ID: 18-03278-0• I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 459 579 82 288 89 4.0 ♦ '. t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 05:30 PM - 05:45 PM ♦ ♦ , 5 3.1 2.4 1.7 0.0 .J ♦ 4 t f� 1175 120 J Peak Hour Factor t 89 1200 3.0 3.3 J t 1.1 537 ♦ 0.97 ♦ 992 4.1 ♦ ♦ 3A 742 85 i r 119 712 3.9 3.5 Z r 0.8 3.6 ♦�h ♦ t 1+p♦♦�h 101 370 86 492 557 , tys t ♦ t r►�♦ 3.0 3.5 4 7 , 8 3.6 t 12 4 ♦ ♦ National Data & Surveying Services 0 5 1 ♦ 4 7 ♦ ♦ 6 0 J t 1 „ 4 ♦ a I , LIg''''' 2 ♦ , ♦ 4 r o �~ .4,_ p 4111 —3148--erg ~t r+ 0 7 3 p A= ♦ t _ .. 2 5 0 ..� LI L 1 1 4 4 J t _ J t 4 1 1 t I 22 y ♦ 30 3 z r, y z` Q , r ♦ - h r► ♦ h t r► ♦ 13 � t F 15-Min Count Period Beginning At NW 17th Ave Northbound NW 17th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 31 93 26 0 31 87 25 0 34 71 19 0 18 73 21 0 19 59 24 0 21 62 17 0 32 111 15 0 15 106 19 0 25 143 20 0 38 223 22 0 30 245 19 0 25 258 22 0 703 679 717 2819 2870 2909 04:45 PM 05:00 PM 05:15 PM 28 104 13 0 26 84 14 0 19 91 27 0 23 72 18 0 23 68 27 0 21 70 21 0 24 127 16 0 35 147 21 0 31 132 23 0 26 247 21 1 32 250 27 0 30 237 16 0 720 754 718 2958 2947 2193 05:30 PM 28 91 32 0 22 78 16 0 30 131 25 0 30 258 25 0 766 1475 05:45 PM 23 78 26 0 15 63 25 0 31 149 20 0 33 230 16 0 709 709 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 112 416 128 0 4 24 8 8 0 24 8 92 312 108 0 0 12 8 24 4 12 0 140 588 100 0 4 24 8 28 0 4 4 128 1032 108 4 4 40 4 20 0 8 4 3268 140 80 68 NOTICE xrpMan of staff reaewindeaes permit apprentice meet mien requirement under Murry alantl/or the City of Miami only. his pmnitappleation yell nee ...heckled fora is rearing in accordance vim ameurnesset fonnlnthe oryor ami Castle. The appf ble decidon-making body eel netlew permtappliration at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 14th Ave & NW 20th St PROJECT ID: 18-03278-0Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 305 172 47 238 20 4 ♦ 4 t Peak -Hour: 08:00 AM - 09:00 AM ♦ Peak 15-Minute: 08:00 AM - 08:15 AM ♦ ♦ 5 2 4 7 8.5 4.2 ,0.0 4 ♦ 4 t `r 665 53 J Peak Hour Factor t 27 756 9.2 11.3 J t 0.0 810 ♦ 0.94 ♦ 534 4 6 y ♦ s 4 1073 210 Z r 195 987 4.7 3.3 Z r 6.7 4.5 ♦ h t r+ 84 92 157 643 333 t ♦ h t e 14.3 22 3 2F 4 7 5 7 4. t s ♦ ♦ National Data & Surveying Services 0 , 0 ♦ 4 0♦ ♦ 0 0 J t o 0 t 6 1 2 ♦ 1 +♦ `VV��- 1��lJl + ♦ 2 4 0 11'. .4,_ p N YA'" u IS-32R-t—ocq '7 t f' , o ♦ t --- 4 10 2 ___,... —• ♦ ♦ 4 ♦ 4 ♦ 4 J t 6 J t o `1 ? f 37 y ♦ 45 7 + 13 y 1 1:;) , 1. r 4- ♦-h t r7♦ t r•p ♦ �h t 15-Min Count Period Beginning At NW 14th Ave Northbound NW 14th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 07:30 AM 07:45 AM 16 19 19 0 15 15 26 0 20 17 29 0 13 17 36 0 2 45 6 0 3 62 11 0 2 67 9 0 4 83 8 0 15 207 36 0 19 204 53 0 12 212 48 0 8 178 40 0 61 142 4 0 46 123 3 0 60 136 5 0 57 121 4 0 572 580 617 569 2338 2422 2463 2458 08:00 AM 16 23 33 0 4 60 9 0 19 242 44 0 54 146 6 0 656 2467 08:15 AM 08:30 AM 08:45 AM 23 22 44 0 13 24 41 0 32 23 39 0 5 69 17 0 6 64 9 0 5 45 12 0 8 188 45 0 10 186 66 0 M. 16 194 55 0 = 57 133 10 0 50 141 2 0 34 114 9 0 621 612 578 1811 1190 6578 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 128 96 176 0 20 4 8 12 0 4 0 24 276 68 0 4 20 4 12 0 4 0 76 968 264 0 8 40 12 0 0 8 4 228 584 40 0 24 68 0 0 0 4 0 2928 212 24 24 NOTICE Manor staff reaewindeaes permit application meet un requirement under Murry ]land/or iMCie of Miami only. his pmnitappleation Marcel ...heckled fora re is rearing inaccoroanvim ameurnessetecfonnlntnearyor miCode.Theappf ble decidon-making body eel netlew permtappliralion at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 14th Ave & NW 20th St PROJECT ID: 18-03278-0• I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 142 404 45 83 14 4.0 ♦ '. t Peak -Hour: 04:00 PM - 05:00 PM ♦ Peak 15-Minute: 04:00 PM - 04:15 PM ♦ ♦ 2 8 4.0 6.7 1.2 0.0 .J ♦ 4 t f� 1234 42 1 Peak Hour Factor t 24 1034 4.1 11.9 1 t 20.8 557 ♦ 0.95 ♦ 920 5.0 ♦ ♦ 4.6 688 89 i r 90 884 1 5.1 2 2 lir r 2 2 3.8 ♦�h ♦ t 1+p♦♦�h 269 338 313 262 920 , is t ♦ t r► ,.9 ,.8 , 9 , 9 , 8 p♦ t 4' National Data & Surveying Services L 0 , 0 , ♦ ♦ 0 0 1 t 0 2 t t 0 8 ♦ 0 ♦ 4 r 0 y + Nay 18-32v-t—=oq - `VV���I��.IJJ '1 t e* 0 1 o F ♦ At -- t- 3 1 o __,... _... LI ♦ 4 ♦ 4 4'G, ♦ b 1 t _ 1 t 5 5 28 y ♦ 42 2 Z 1�� y z� Q , 11. r 21r2 ♦-h At6 r►�♦ h t r►F ♦ t 15-Min Count Period Beginning At NW 14th Ave Northbound NW 14th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 63 87 92 0 4 18 14 0 9 136 26 0 27 248 7 0 731 2784 04:15 PM 04:30 PM 04:45 PM 67 75 62 0 62 71 67 0 77 105 92 0 3 27 12 0 0 14 15 0 7 24 4 0 16 121 17 0 8 164 24 0 9 136 22 0 19 203 5 0 24 241 7 0 20 228 5 0 627 697 729 2711 2756 2689 05:00 PM 05:15 PM 05:30 PM 05:45 PM 42 75 53 0 52 55 52 0 64 64 50 0 30 52 45 0 0 35 14 0 0 20 14 0 3 32 7 0 1 32 6 0 12 158 21 0 13 153 22 0 11 143 15 0 15 170 20 0 21 223 4 0 18 263 10 0 25 212 4 0 12 232 3 0 658 672 630 618 2578 1920 1248 618 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 308 420 368 0 8 12 12 12 0 4 0 28 108 60 0 0 4 8 8 0 4 0 64 656 104 0 8 36 8 8 0 16 0 108 992 28 0 4 52 8 0 0 8 0 3244 160 28 32 NOTICE xrpMan of staff reaewindeaes permitappl'rzlian meet un requirenenis under Murry nantl/or the Ciry of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 20th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 132 104 99 6 27 4 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 08:00 AM - 08:15 AM ♦ ♦ 8.3 8.7 9.1 16.E 3.7 4 ♦ 4 At `r 759 45 J Peak Hour Factor t 53 697 8.6 4.4 J t 94 914 mi. 0.95 620 4.2 y 1. 5.3 977 18 Z r 24 982 4.1 0.0 Z r 20.8 6.4 4.48 h t r+ 40 6 41 87 y, t ♦ h t e 575 333 585F 14.0 56.3 4. t 0 0 ♦ '11 National Data & Surveying Services 0 0 1 ♦ 4 o♦ ♦ o o f t o 3 t t 0 �� � oar," o r 0 �� i t r+ �y �. �qt-3i-do o 0 0 ti ♦ t 1 1 ♦ ♦ 4 ♦ z► 4 ♦ 4 J t 2 J t 5 38 y ♦ 33 0+ 5 -I I► y z 1:;) , .. r r ♦-h t r7 t r•p ♦ �h t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 13 0 5 0 4 2 11 0 6 4 22 0 6 0 22 0 12 205 6 0 13 180 3 0 4 174 9 0 2 127 15 0 460 385 1790 1827 07:30 AM 07:45 AM 12 4 16 0 9 1 11 0 6 2 25 0 7 3 20 0 12 225 5 0 6 227 3 0 4 168 16 1 6 143 12 1 496 449 1893 1853 08:00 AM 11 1 8 0 6 0 28 0 12 242 8 0 4 160 16 1 497 1835 08:15 AM 8 0 6 0 8 1 26 0 15 220 2 0 5 149 9 2 451 1338 08:30 AM 08:45 AM Peak 15-Min Flowrates 6 1 8 0 3 0 8 0 Northbound 3 0 14 0 8 1 17 0 Southbound 18 213 4 0 9 218 8 0 Eastbound 6 173 10 0 5 139 15 0 Westbound 456 431 Total 887 431 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 48 16 64 0 44 4 44 8 0 0 0 32 12 112 0 4 4 12 0 4 0 0 60 968 32 0 4 40 0 8 0 0 4 24 672 64 8 8 44 8 0 0 16 0 2112 216 16 24 NOTICE xrpMan of zdff reaewindeaez permit apprentice meet un requirement under Murry nantl/or the City of Miami only. his pmnitappleation yell reel et...cad for a is rearing in accordance vim ameurnessetfonnlnthe oryor ami Castle. The appf tle decidon-making body eel netlew permtappliration at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 13th Ave & NW 20th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 66 129 51 2 13 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 04:45 PM - 05:00 PM 6, 9.3 5.9 50.0 0.0 t 1027 70 1 Peak Hour Factor t 56 1025 3.6 5.7 1 t 14.3 778 ♦ 0.98 ♦ 963 24 ♦ ♦ 3.3 659 11 i r 6 607 30 27.3 Z r 00 24 ♦�h ♦ t r•p♦♦�h 13 3 16 19 32 , tys t ♦ t r•�♦ 7.7 6.6 60 22.2 3, t 5 3 ♦ ♦ L National Data & Surveying Services , 0 0 4, ♦ 4 04. ♦ 0 0 1 t o a t ♦ , ��I 1# I N orlH 0 1 3.1 r 2 .4,_t....„..„0,. h e* �y 1 1 � - 0 _ \ ♦ t �— \ 3 L. ♦ ♦ z. ♦ 4 1 t 1 t 4 6 / 19y 1035 3 1, r 0 4'I, y (;) , .. r ♦-h r►p♦ t r►p ♦ 0 -h t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 2 2 4 0 1 2 3 0 4 0 11 0 6 0 5 0 21 199 2 0 17 156 3 0 0 266 18 1 0 236 11 0 530 440 1965 1923 04:30 PM 1 0 5 0 5 0 13 0 16 203 2 0 0 228 14 0 487 1982 04:45 PM 3 0 2 0 1 1 8 0 16 209 3 0 3 247 14 1 508 1976 05:00 PM 05:15 PM 4 2 3 0 5 1 6 0 3 1 16 0 4 0 14 0 24 185 2 0 14 181 4 0 2 243 3 0 0 245 25 0 488 499 1913 1425 05:30 PM 05:45 PM 0 0 1 0 0 1 3 0 1 0 8 0 5 0 8 0 10 184 2 0 13 193 3 1 0 259 15 1 1 207 10 0 481 445 926 445 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 20 8 24 0 4 0 0 4 0 0 0 20 4 64 0 0 4 4 12 0 0 4 96 836 16 0 8 24 8 16 0 16 0 12 988 100 4 0 56 12 4 0 4 0 2192 120 36 24 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 20th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 959 607 130 730 99 4 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 07:30 AM - 07:45 AM ♦ ♦ 66 66 3.8 7.1 6.1 4 ♦ 4 t `r 694 135 "16 Peak Hour Factor Peak t 693 6.2 8.9 J t 9.6 676 ♦ 0.95 ♦ 480 7.1 y ♦ 7.3 975 164 Z r 140 946 6.9 4.3 Z r 19.3 7.5 ♦ h t r+ 84 399 171 ,034 654 t ♦ h t e 3.6 5.3 99F 8.3 6.3 4. t ,2 ♦ ♦ National Data & Surveying Services 0 3 0 4 ♦ 4 7 ♦ ♦ 15 0 J t , 1 ty ♦ 'is Teo , ♦ ♦ 2 ro ♦ , III`f �+ Ig—3i4-8- on h t e 2 o ♦ t 4-- ...v__ 5 52 6 _s L 4 4 4 12 J t 7 J t 48 . ♦35 7+ 2 1I ** I y 1\ 1:;) , 1. r r ♦�♦h t r3 t ,p ♦ 21 7p �h t 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 23 110 40 0 20 98 41 0 18 162 51 0 16 198 50 1 29 155 25 0 33 124 34 0 21 111 10 0 31 77 9 0 755 732 3195 3243 07:30 AM 20 120 44 1 30 192 37 1 31 169 36 0 37 125 24 0 867 3281 07:45 AM 08:00 AM 08:15 AM 21 104 48 2 15 84 37 0 24 91 42 1 29 192 30 1 20 170 36 0 17 176 27 1 29 182 35 0 37 181 44 0 38 144 49 0 32 117 19 0 37 123 19 0 34 115 11 0 841 803 770 3269 3227 2424 08:30 AM 08:45 AM Peak 15-Min Flowrates 20 97 36 0 27 91 38 1 Northbound 37 189 37 2 23 198 25 3 Southbound 32 164 51 0 33 144 50 0 Eastbound 43 132 15 0 42 109 15 0 Westbound 855 799 Total 1654 799 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 96 480 192 8 8 28 28 8 0 8 0 120 768 148 4 12 80 8 20 0 8 0 152 728 196 0 20 72 12 24 0 4 4 148 500 96 0 32 40 12 24 0 4 4 3636 352 76 32 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 20th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 614 1111 114 417 83 t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 3.6 3.9 5.3 2.9 4.8 t 1057 165 J Peak Hour Factor t 137 1077 29 1.8 J t 36 531 ♦ 0.95 ♦ 798 24 ♦ ♦ 2.3 810 114 i r 142 803 1 2 2 1.8 lir r 6.3 3.1 ♦�h ♦ t 1+p♦♦�h 145 809 189 673 „43 , t�s t ♦ t r►�♦ 4.8 4.4 4 2 3.4 4.5 t a a ♦ 4'♦ National Data & Surveying Services 0 2 0 4 5 ♦ ♦ 3 0 J t 2 ♦ ♦ z T 5 ♦ 1 1. ♦ r 0 -.. .4,_ 8 p 4.-1j Ig —3k4€— on —h 0 0 ♦ t 4-- -s L _Li 4 4 3 J t 5 J t 18 13 Me. elmf 1 \ , r ♦-h t6 r►�♦ t r►F ♦ �h t 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 42 204 42 0 30 187 43 0 41 232 33 1 17 90 36 3 15 107 36 1 21 108 19 0 35 154 27 0 47 120 20 0 35 112 32 0 36 211 25 0 32 173 25 0 29 181 22 0 922 836 866 3540 3478 3597 04:45 PM 05:00 PM 41 197 35 0 32 206 52 0 18 98 18 1 22 93 35 1 54 156 29 0 39 120 26 0 28 205 36 0 33 175 26 0 916 860 3644 3547 05:15 PM 38 233 53 0 23 115 33 0 35 112 30 0 42 204 37 0 955 2687 05:30 PM 34 173 49 0 16 111 28 2 37 143 29 0 38 214 38 1 913 1732 05:45 PM 40 193 38 0 18 102 23 0 38 125 25 0 36 156 25 0 819 819 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 164 932 212 0 12 48 16 24 4 0 0 92 460 140 8 8 20 8 20 0 4 0 216 624 120 0 4 20 4 20 0 8 4 168 856 152 4 20 32 8 8 0 4 4 4148 200 72 28 NOTICE Manor staff renew indraes permitappfrztian meet mien requirement under Marry nand/oreeCiryof Miami only. his pmnit appleation vnll reel et be sdera. for a is rearing inaccoroanrevim ameurnessecronnlntnearyor miCode.Theappf bledecidon-making body eel netlew permtappliralion at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 10th Ave & NW 20th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 336 326 65 203 68 4 ♦ 4 ♦ Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 07:30 AM - 07:45 AM ♦ ♦ 6.0 3.7 12.3 2.0 11.8 4 ♦ 4 `r 645 119 J Peak Hour Factor L 46 564 7.0 7.6 J t 4.3 503 ♦ 0.90 ♦ 435 6.6 y ♦ 6.7 988 366 Z r 83 658 5.3 2.7 Z r 12 7.1 4.652 h t e• 145 161 87+1 393 p y, i ♦ 5 t 5.0.6 69 2.3 3.8 F 4. 12 2 ♦ '11 L National Data & Surveying Services 0 , 0 ♦ 4 4 ♦ ♦ 34 0 J i 0 2 ♦ ♦ 3 ._ «iII 7,,,k- 0 Z r 6 11,1 .4,_p i Y _., . ,F 1 0 1 0 ..._. ..__ ♦ ♦ _ v- _a- — ♦ 8 4 8 ♦ 4 ♦ —,♦ i' ♦ 4 N,trfnn 9 ?� i 2 J t 33 p ♦ 29 ,OZ 1 T.' y z, Q , 10 r r, ♦-h t r6 t r•p �h 15-Min Count Period Beginning At NW 10th Ave Northbound NW 10th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 25 31 8 0 34 32 18 0 15 51 25 0 10 71 13 0 25 103 71 0 20 86 61 0 13 89 7 0 14 99 9 0 463 467 2150 2219 07:30 AM 51 58 39 0 15 55 20 0 33 134 96 0 18 101 13 0 633 2281 07:45 AM 08:00 AM 08:15 AM 30 48 19 0 33 27 14 0 31 28 15 0 17 55 15 0 17 48 18 0 19 45 12 0 36 123 101 0 27 119 89 0 23 127 80 0 22 100 21 0 21 116 3 0 21 9 1 587 532 529 2180 2074 1542 08:30 AM 08:45 AM Peak 15-Min Flowrates 20 30 7 0 44 33 11 0 Northbound 13 70 26 0 9 52 14 0 Southbound 25 124 84 0 18 117 75 0 Eastbound _118 15 113 5 0 21 81 6 0 Westbound 532 481 Total 1013 481 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 204 232 156 0 16 4 12 24 0 4 0 76 220 80 0 12 12 16 20 0 4 0 144 536 404 0 16 44 16 16 0 4 0 88 472 84 4 4 48 4 48 0 12 0 2700 204 108 24 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: NW 10th Ave & NW 20th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 168 579 67 60 41 4.0 ♦ '. t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 05:00 PM - 05:15 PM ♦ ♦ 3.6 1.2 1.5 3.3 7.3 .J ♦ 4 t f� 1024 161 1 Peak Hour Factor t 75 724 2.7 1.2 1 t 2.7 540 ♦ 0.94 ♦ 616 28 ♦ ♦ 2.9 822 121 i r 33 700 1 2.7 4.1 lir r 0.0 3.0 ♦�h ♦ t 1+p♦♦�h 341 343 119 214 803 , t�s t ♦ t r►p♦ 2.6 6.9 2 5 3.3 1.9 t s ♦ ♦ National Data & Surveying Services 0 , , ♦ 4 4 ♦ ♦ 15 0 1 t i 11 t ♦ 6 J ii /f I,,,,k- 4 .0. i V��I�IJ ♦ 4 r 0 y .4,_i 18,_,23rs-0b2_1 t :1 8 8 p ...A___ ♦ t L- ♦ b .4. - ♦ b 2 1 t 2 J t 15 y ♦ 18 Z r 0 fi y Q5 , r . -r r►p♦ t ,p ♦ 3 _h t 15-Min Count Period Beginning At NW 10th Ave Northbound NW 10th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 68 87 20 0 82 93 27 0 80 92 19 0 7 22 19 0 8 19 16 0 14 13 16 0 37 147 34 0 22 121 17 1 36 121 35 0 5 140 15 0 6 126 18 0 10 161 14 0 601 556 611 2348 2413 2510 04:45 PM 81 66 28 0 12 15 16 0 46 133 23 0 11 135 14 0 580 2517 05:00 PM 93 106 27 0 8 26 22 0 40 134 32 0 7 151 20 0 666 2484 05:15 PM 05:30 PM 85 84 29 0 82 87 35 0 12 11 16 0 9 8 13 0 38 149 27 0 37 124 39 0 10 168 24 0 5 162 17 0 653 618 1818 1165 05:45 PM 70 82 15 0 7 20 5 0 32 129 31 0 6 133 17 0 547 547 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 372 424 140 0 16 8 4 24 4 4 4 48 104 88 0 4 4 4 28 4 4 0 184 596 156 0 8 20 8 28 0 8 4 44 672 96 0 0 20 4 36 0 8 4 2924 100 116 44 NOTICE xrpMan of staff re.windealez permit appkalian meet un requirement under Murry aantl/or the Ciry of Miami only. his pmnit appLcation vnll reel et be sd,mkled for a is rearing in accordance vim ameurnesset fonninthe oryor ami Castle. The appf tle decidon-making body vig etlew permtappliration at mepubk hearing atl rents eimea recommendation or a final derizion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 16th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 1025 719 96 821 108 4 ♦ 4 ♦ Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 7 6 5.0 2.1 9.3 0.0 4 ♦ 4 `r 265 64 J Peak Hour Factor t 76 122 1.6 172.J t O.p 62 ♦ 0.91 ♦ 16 3.2 y ♦ 99 201 75 Z r 30 324 7.5 2.7 Z r 0.0 1.5 ♦ h t• I 579 154 926 886 , i ♦ h t 1.3 4.3 , 9 8 a 3 a F. cos d ♦ ♦ National Data & Surveying Services 0 3 0 4 ♦ 4 36 ♦ ♦ 6 0 J t 0 m 0 t .. T 0 ♦ o+ `IVVT�t�VI+ ♦ , r, y ♦ ill 7 INa/$^ 0 4 1 a `� 4, t �� 2 76 0 ♦ ♦ - ♦ 4 4 ♦ 4 „ J t 0 .... .---- . J t 2 y ( ♦ 0 2 1'r. y Z (;) , .40 r Z r0 ♦7 t r+F♦ _h t r'p 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 16th St Eastbound NW 16th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 39 177 41 1 23 157 31 1 19 11 15 0 3 3 5 0 526 2231 07:15 AM 07:30 AM 43 151 41 4 39 126 33 1 24 204 26 1 18 181 25 0 13 13 22 0 16 16 19 0 3 2 7 0 15 6 39 0 554 534 2234 2179 07:45 AM 39 169 40 2 31 225 28 0 19 21 10 0 6 6 21 0 617 2190 08:00 AM 24 133 40 1 34 211 17 0 16 12 24 0 6 2 9 0 529 2082 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 32 129 36 0 22 150 41 0 32 141 39 4 Northbound 18 197 9 1 33 231 16 0 29 207 18 0 Southbound 17 15 20 0 12 13 10 1 12 10 4 0 Eastbound 9 4 12 0 5 2 9 0 7 0 6 0 Westbound 499 545 509 Total 1553 1054 509 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 172 676 164 16 4 40 4 40 0 8 4 136 900 112 4 0 100 4 200 0 8 0 76 84 96 0 16 4 4 72 0 0 0 60 24 156 0 0 0 0 8 4 4 0 2676 176 320 28 NOTICE xrpMan of ear, reaewindeaez permit apprentice meet un requirement under Murry nantl/or the City of Miami only. his pmnitappleation yell need et...sal dfora is rearing in accordance vim ameurnesset fonnlnthe oryor ami Castle. The appf tle decidon-making body eel netlew permtappliration at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 16th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 703 1152 57 598 48 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 3.8 4.4 14.0 3.2 0.0 t 132 62 J Peak Hour Factor t 136 291 6.3 4.8 J t a.a 13 ♦ 0.95 ♦ 46 0.0 ♦ ♦ o.a 138 63 i r 109 114 1 29 1.6'V r 0.0 28 ♦�h ♦ t 1+p♦♦�h 29 954 53 770 1036 , tys t ♦ t r►p♦ 6.6 5.6 5 2.6 4.9 t 40 14 ♦ ♦ National Data & Surveying Services 0 5 3 4 ♦ 4 5 ♦ ♦ 6 0 j t o t11,11140 2 ♦11 TNd, 2 ♦ e �'' ♦ 0 r, ss 40 p Ig�3 ���-al3 f r+ 1 . ♦ t a ,s o ♦ 4J 4 ♦ 4 ♦ ♦ 3 J t 6 .... ..0... .- J t o y ♦ 0 ,z r0 1'r y z (;) ,r -4I ♦ -h ♦ t8 p- t _h t , F 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 16th St Eastbound NW 16th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 10 223 18 2 6 237 23 1 11 132 19 1 13 150 20 1 17 2 22 0 11 4 16 0 28 10 27 0 25 15 28 0 522 550 2113 2146 04:30 PM 04:45 PM 05:00 PM 8 216 9 2 6 204 15 2 4 260 14 3 12 135 17 1 12 152 16 3 7 143 13 0 19 5 18 0 20 3 14 0 15 3 16 1 30 11 37 0 25 14 35 0 26 13 37 0 520 521 555 2168 2149 2117 05:15 PM 4 274 15 0 10 168 11 3 7 2 15 0 28 8 27 0 572 1562 05:30 PM 05:45 PM 8 227 11 2 4 239 16 2 14 153 15 2 9 149 9 0 10 2 12 0 8 2 12 0 18 4 23 0 19 5 15 0 501 489 990 489 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 32 1096 60 12 0 68 8 124 4 8 4 48 672 68 12 0 28 12 76 12 12 0 80 20 72 4 8 0 4 12 0 4 0 120 56 148 0 0 0 0 12 4 0 0 2500 128 224 48 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iretlew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 14th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 920 1014 128 663 129 4 ♦ 4 t Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 10.5 3 2 7.8 11.2 10.1 4 ♦ 4 t `r 688 123 J Peak Hour Factor t 147 684 a.s a.s J t , 4 451 ♦ 0.97 ♦ 343 1.1 y ♦ 3.5 760 186 Z r 194 1111 2.9 5.9 Z r 2.1 1.8 ♦ h t r+ 217 744 531 1043 1492 t ♦ h t e 0.9 3.2 06F 8.5 , 9 4. t 26 87 ♦ ♦ National Data & Surveying Services 0 2 1 4 ♦ 4 82 ♦ ♦ 11 1 J t 0 ,0 t t 26 1 TNnr1F I%-2.04—OA 0 r 1 II,- 11 t �+ 9 17 p 0 5 0 r ♦ t — —Lis --► 10 74 12 L 4 4 Lo J t 6 J t 2 11 11 5 y ♦ 12 „ + 4 y 1:;) L , 1. r r ♦-h t r7 h t r•p ♦ t 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 14th St Eastbound NW 14th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 55 211 115 0 26 135 20 1 32 101 29 0 31 63 53 0 872 3817 07:15 AM 07:30 AM 52 204 118 0 56 195 157 3 28 150 39 4 18 182 33 3 40 127 32 0 24 99 43 0 46 84 36 0 56 79 44 0 960 992 3856 3779 07:45 AM 61 182 113 3 35 176 32 2 32 119 60 0 48 94 36 0 993 3743 08:00 AM 40 163 143 2 37 155 24 2 27 106 51 0 44 86 31 0 911 3707 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 44 187 123 1 47 150 107 1 45 185 103 1 Northbound 46 168 25 6 48 165 38 6 31 171 60 2 Southbound 31 108 33 0 33 114 58 0 35 100 46 0 Eastbound 40 56 15 0 47 89 53 0 55 77 45 1 Westbound 883 956 957 Total 2796 1913 957 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 244 816 628 12 4 36 4 72 0 8 0 148 728 156 16 20 96 16 128 4 4 0 160 508 240 0 8 16 12 128 4 8 0 224 376 176 0 8 16 4 44 4 4 0 4432 240 372 36 NOTICE xrpMan of staff renew indexes permitappl'rzlian meet un requirenenis under Murry nantl/or the City of Miami only. his pmnitappkation will need et bes heckdfora is rearing In accordancewnth ameunesset forth inthe aryar ami Castle. The appf ble decidon-making body iret,ew rmtl render rents petappliration at thepubic hearing aeiNea recommendation or a final dedzion. -18-263 01/22/19 LOCATION: SR 933/ NW 12th Ave & NW 14th St PROJECT ID: 18-03278-0 Q I. CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 950 1004 89 775 86 t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 04:45 PM - 05:00 PM 2.7 4.9 ,., 2.2 9.3 t 691 131 J Peak Hour Factor t 158 921 2.7 9.2 J t 1.3 152 ♦ 0.91 ♦ 433 3.3 ♦ ♦ 3A 463 180 i r 330 400 3.9 0.6 Z r 1.2 3.8 ♦�41 ♦ t 1+p♦�h 169 715 162 1285 1046 ,J t1t t ♦ t r► 2.4 5.0 , 2 , 7 4.0 p♦ t 68 29 ♦ ♦ National Data & Surveying Services 0 7 0 4 ♦ 4 7 ♦ ♦ 13 0 J t 0 48 t ♦8 _Ta I—244 —014 0+ r 0 y .4,_ t r+ ♦ t 1 17 8 = ♦ ♦ _ J 4 ♦ 4 t J P ♦ 4 t 12 2 `I I 5 MP' ♦ 13 , z r4 y (;) , 10 r ♦ -.41 r► At♦ h t r► ♦ 4 36 p t F 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 14th St Eastbound NW 14th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 39 177 38 3 35 170 36 4 46 114 26 3 14 177 33 5 22 166 18 3 31 106 27 2 37 44 48 0 36 35 43 0 44 41 41 0 76 96 44 0 66 110 54 0 63 113 48 0 831 798 705 3259 3220 3252 04:45 PM 48 182 47 3 27 248 27 3 31 39 61 0 80 90 39 0 925 3380 05:00 PM 05:15 PM 05:30 PM 30 156 47 4 33 198 37 4 40 179 31 7 16 169 21 3 19 186 23 0 16 172 18 2 49 25 42 0 32 46 35 0 19 42 42 0 79 110 41 0 76 105 36 0 95 128 42 0 792 830 833 3214 2422 1592 05:45 PM 32 170 33 6 14 169 21 1 22 26 31 0 82 115 37 0 759 759 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 192 792 188 28 16 56 4 64 0 12 4 108 992 108 12 12 28 4 108 0 12 0 196 184 244 0 20 12 4 84 0 12 0 380 512 168 0 8 16 4 40 0 4 0 4104 184 296 44 NOTICE xrpMan of ear, reaewindeaez permit apprentice meet mien requirement under Murry nantl/or the City of Miami only. his pmnitappleation yell need et...sal dfora is rearing in accordance vim ameurnesset fonnlnthe oryor ami Castle. The appf ble decidon-making body eel netlew permtappliration at tenable hearing atl rents eimea recommendation or a final dedzion. -18-263 01/22/19 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 24-Hour Continuous Counts Prepared by NDS/ATD VOLUME SR 933/NW 12th Ave Bet. NW 25th St & NW 26th St Day: Tuesday Date: 6/5/2018 City: Project #: FL NOTICE Completion of staff ...indicates permit applmton meet rnitirmrn requirenenis under Murry gland/or the Ciry of Miami Cock, only. his pmnit appLcation vnll reel b be sd,mkled for a -pfie Inirmg In accordance vilth amellnes set forth In the CI ry or .Theappf ueLon-making body MI rmiee the pemt application at thepubpubk hearing and render eiNea AM Period 00:00 00:15 00:30 00:45 NB 55 32 24 26 137 SB 20 35 22 13 EB WB 90 TOTAL 75 67 46 39 227 PM Period NB SB EB WB RFVI EW GO .• 360 li 403 412 1539 12:00 12:15 12:30 12:45 195 192 211 212 810 169 168 192 200 729 01:00 01:15 01:30 01:45 34 16 20 19 89 12 10 12 20 54 46 26 32 39 143 13:00 13:15 13:30 13:45 185 174 226 206 791 201 200 186 195 782 386 374 412 401 1573 02:00 02:15 02:30 02:45 12 11 16 13 52 10 20 13 16 59 22 31 29 29 111 14:00 14:15 14:30 14:45 214 233 239 212 898 198 185 155 168 706 412 418 394 380 1604 03:00 03:15 03:30 03:45 11 7 6 7 31 8 11 10 19 48 19 18 16 26 79 15:00 15:15 15:30 15:45 257 269 386 311 1223 167 176 138 164 645 424 445 524 475 1868 04:00 04:15 04:30 04:45 12 12 13 25 62 25 20 28 39 112 37 32 41 64 174 16:00 16:15 16:30 16:45 325 310 313 325 1273 135 158 154 148 595 460 468 467 473 1868 05:00 05:15 05:30 05:45 21 36 48 73 178 58 72 86 133 349 79 108 134 206 527 17:00 17:15 17:30 17:45 318 348 275 254 1195 147 164 166 155 632 465 512 441 409 1827 06:00 06:15 06:30 06:45 73 100 108 125 406 128 209 282 277 896 201 309 390 402 1302 18:00 18:15 18:30 18:45 250 220 190 180 840 134 165 152 157 608 384 385 342 337 1448 07:00 07:15 07:30 07:45 151 142 195 179 667 277 265 265 311 1118 428 407 460 490 1785 19:00 19:15 19:30 19:45 144 189 172 127 632 126 132 117 103 478 270 321 289 230 1110 08:00 08:15 08:30 08:45 163 149 173 142 627 275 237 260 280 1052 438 386 433 422 1679 20:00 20:15 20:30 20:45 160 130 106 110 506 112 109 106 103 430 272 239 212 213 936 09:00 09:15 09:30 09:45 152 151 166 176 645 249 250 235 192 926 401 401 401 368 1571 21:00 21:15 21:30 21:45 118 90 107 83 398 96 87 94 84 361 214 177 201 167 759 10:00 10:15 10:30 10:45 157 143 156 189 645 201 201 164 186 752 358 344 320 375 1397 22:00 22:15 22:30 22:45 104 78 73 83 338 70 59 59 61 249 174 137 132 144 587 11:00 11:15 11:30 11:45 184 165 180 214 743 168 146 173 173 660 352 311 353 387 1403 23:00 23:15 23:30 23:45 69 64 116 48 297 53 43 55 49 200 122 107 171 97 497 TOTALS 4282 6116 10398 TOTALS 9201 6415 15616 SPLIT% 41.2% 58.8% 40.0% SPLIT % 58.9% 41.1% 60.0% DAILY TOTALS 13,483 12,531 AM Peak Hour 11:45 07:00 07:15 PM Peak Hour 15:30 12:30 15:30 AM Pk Volume 812 1118 1795 PM Pk Volume 1332 793 1927 Pk Hr Factor 0.949 0.899 0.916 Pk Hr Factor 0.863 0.986 0.919 7 - 9 Volume 1294 2170 3464 4 - 6 Volume 2468 1227 3695 7 - 9 Peak Hour 07:30 07:00 07:15 4 - 6 Peak Hour 16:30 17:00 16:30 7 -9 Pk Volume 686 1118 1795 `omo 1304 632 1917 Pk Hr Factor 0.879 0.899 0.916 Pk Hr Factor 0.937 0.952 0.936 Prepared by NDS/ATD VOLUME SR 933/NW 12th Ave Bet. NW 19th St & Hospital Dwy Day: Tuesday Date: 6/5/2018 City: Project #: FL NOTICE Completion of staff ...indicates permit applmton meet mitinurn requirement under Murry gland/or the Ciry of Miami Cock, only. his pmnit appLcation vnll reel b be sd,mkled for a -pfie In accordance with amellnes set forth In the Cl ry or .Theappf ueLon-making body MI rmiee the pemt application at thepubpubk hearing and render eiNea AM Period 00:00 00:15 00:30 00:45 NB 51 41 23 22 137 SB 21 23 19 20 EB a WB 83 TOTAL 72 64 42 42 220 PM Period NB SB EB WB R V EW C° 361 389 398 1522 12:00 12:15 12:30 12:45 201 183 206 184 774 173 178 183 214 748 01:00 01:15 01:30 01:45 28 19 25 20 92 12 13 19 15 59 40 32 44 35 151 13:00 13:15 13:30 13:45 181 208 179 190 758 208 185 223 165 781 389 393 402 355 1539 02:00 02:15 02:30 02:45 16 21 13 13 63 10 14 11 16 51 26 35 24 29 114 14:00 14:15 14:30 14:45 201 214 235 167 817 223 201 189 170 783 424 415 424 337 1600 03:00 03:15 03:30 03:45 15 10 13 7 45 6 9 9 11 35 21 19 22 18 80 15:00 15:15 15:30 15:45 207 282 290 289 1068 173 182 176 168 699 380 464 466 457 1767 04:00 04:15 04:30 04:45 17 10 23 30 80 12 10 20 15 57 29 20 43 45 137 16:00 16:15 16:30 16:45 275 266 290 274 1105 167 176 188 158 689 442 442 478 432 1794 05:00 05:15 05:30 05:45 20 53 76 97 246 40 46 48 113 247 60 99 124 210 493 17:00 17:15 17:30 17:45 302 299 272 267 1140 159 196 181 164 700 461 495 453 431 1840 06:00 06:15 06:30 06:45 111 132 179 166 588 106 160 200 220 686 217 292 379 386 1274 18:00 18:15 18:30 18:45 212 193 219 187 811 119 162 186 128 595 331 355 405 315 1406 07:00 07:15 07:30 07:45 196 158 185 200 739 198 258 272 268 996 394 416 457 468 1735 19:00 19:15 19:30 19:45 111 175 166 121 573 136 129 114 101 480 247 304 280 222 1053 08:00 08:15 08:30 08:45 156 160 178 152 646 268 251 279 286 1084 424 411 457 438 1730 20:00 20:15 20:30 20:45 129 139 108 100 476 114 111 109 91 425 243 250 217 191 901 09:00 09:15 09:30 09:45 168 166 160 175 669 245 231 222 224 922 413 397 382 399 1591 21:00 21:15 21:30 21:45 112 97 115 112 436 110 86 103 92 391 222 183 218 204 827 10:00 10:15 10:30 10:45 173 168 203 178 722 213 197 179 196 785 386 365 382 374 1507 22:00 22:15 22:30 22:45 98 84 88 96 366 86 66 69 61 282 184 150 157 157 648 11:00 11:15 11:30 11:45 194 171 193 217 775 177 170 174 204 725 371 341 367 421 1500 23:00 23:15 23:30 23:45 76 78 82 51 287 48 47 44 34 173 124 125 126 85 460 TOTALS 4802 5730 10532 TOTALS 8611 6746 15357 SPLIT% 45.6% 54.4% 40.7% SPLIT % 56.1% 43.9% 59.3% AM Peak Hour AM Pk Volume 11:45 807 08:00 1084 07:15 1765 PM Peak Hour PM Pk Volume 16:30 1165 12:45 830 16:30 1866 Pk Hr Factor 0.930 0.948 0.943 Pk Hr Factor 0.964 0.930 0.942 7 - 9 Volume 1385 2080 3465 4 - 6 Volume 2245 1389 3634 7 - 9 Peak Hour 07:00 08:00 07:15 4 - 6 Peak Hour 16:30 16:30 16:30 7 -9 Pk Volume 739 1084 1765 .... omo 1165 701 1866 Pk Hr Factor 0.924 0.948 0.943 Pk Hr Factor 0.964 0.894 0.942 Prepared by NDS/ATD VOLUME NW 20th St Bet. NW 15th Ave & NW 14th Ave Day: Tuesday Date: 6/5/2018 City: Project #: FL NOTICE Completion of staff review indicates permit applmton meet rnitirmrn requirement under Murry aand/or the City of Miami Cock, only. his pmnit appLcation vnll reel b be sd,mkled for a y C i+y in accordancee ltl amellnes set forth In the aryl M .The appf dLon-maldn4 body vill rmiew paint application at thepubpubk hearing and render eiNea AM Period 00:00 00:15 00:30 00:45 NB SB EB 32 21 24 18 95 WB 65 57 26 25 173 TOTAL 97 78 50 43 268 PM Period NB SB EB WB k vI EW GO 437 li 442 470 1800 12:00 12:15 12:30 12:45 205 226 215 211 857 246 211 227 259 943 01:00 01:15 01:30 01:45 30 21 36 17 104 42 24 23 22 111 72 45 59 39 215 13:00 13:15 13:30 13:45 229 208 225 189 851 236 253 217 217 923 465 461 442 406 1774 02:00 02:15 02:30 02:45 14 15 19 28 76 14 19 24 15 72 28 34 43 43 148 14:00 14:15 14:30 14:45 205 183 209 202 799 237 222 270 256 985 442 405 479 458 1784 03:00 03:15 03:30 03:45 20 27 21 49 117 17 10 20 17 64 37 37 41 66 181 15:00 15:15 15:30 15:45 145 197 181 166 689 301 319 291 296 1207 446 516 472 462 1896 04:00 04:15 04:30 04:45 41 33 45 66 185 30 25 23 32 110 71 58 68 98 295 16:00 16:15 16:30 16:45 162 156 180 168 666 316 279 306 307 1208 478 435 486 475 1874 05:00 05:15 05:30 05:45 64 104 127 184 479 38 42 67 67 214 102 146 194 251 693 17:00 17:15 17:30 17:45 187 177 192 192 748 286 313 271 266 1136 473 490 463 458 1884 06:00 06:15 06:30 06:45 233 276 285 291 1085 83 115 124 129 451 316 391 409 420 1536 18:00 18:15 18:30 18:45 184 177 156 133 650 249 187 248 202 886 433 364 404 335 1536 07:00 07:15 07:30 07:45 274 277 279 233 1063 173 163 164 147 647 447 440 443 380 1710 19:00 19:15 19:30 19:45 156 143 125 131 555 182 186 187 148 703 338 329 312 279 1258 08:00 08:15 08:30 08:45 304 266 265 263 1098 185 176 171 167 699 489 442 436 430 1797 20:00 20:15 20:30 20:45 111 93 107 112 423 173 155 127 123 578 284 248 234 235 1001 09:00 09:15 09:30 09:45 248 223 230 201 902 170 192 196 217 775 418 415 426 418 1677 21:00 21:15 21:30 21:45 102 99 99 104 404 129 118 122 112 481 231 217 221 216 885 10:00 10:15 10:30 10:45 230 191 211 207 839 207 202 211 214 834 437 393 422 421 1673 22:00 22:15 22:30 22:45 110 80 89 94 373 93 88 100 63 344 203 168 189 157 717 11:00 11:15 11:30 11:45 191 201 201 234 827 211 246 231 233 921 402 447 432 467 1748 23:00 23:15 23:30 23:45 50 60 48 39 197 92 89 99 69 349 142 149 147 108 546 TOTALS 6870 5071 11941 TOTALS 7212 9743 16955 SPLIT% 57.5% 42.5% 41.3% SPLIT % 42.5% 57.5% 58.7% DAILY TOTALS 0 0 AM Peak Hour 06:30 11:15 08:00 PM Peak Hour 12:15 15:15 15:15 AM Pk Volume 1127 956 1797 PM Pk Volume 881 1222 1928 Pk Hr Factor 0.968 0.972 0.919 Pk Hr Factor 0.962 0.958 0.934 7 - 9 Volume 2161 1346 3507 4 - 6 Volume 1414 2344 3758 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 16:30 16:30 7 -9 Pk Volume 1098 699 1797 v..to..,o 748 1212 1924 Pk Hr Factor 0.903 0.945 0.919 Pk Hr Factor 0.974 0.968 0.982 Prepared by NDS/ATD VOLUME NW 20th St Bet. NW 11th Ave & NW 10th Ave Day: Tuesday Date: 6/5/2018 City: Project #: FL NOTICE Completion of staff renew indicates permhapptianon meet reitirtern requirement under Murry aand/or the City of Miami Cock only. his pmnit appleation ee neel b be xlheckled for a ➢ge yIn accordance vAN amellnes set forth In the aryl MM .The appf deLon-maldn4 body MI reNew pe ntapplicalion at Mepubpubk hearing and render eiNea AM Period 00:00 00:15 00:30 00:45 NB SB EB 37 40 29 16 122 WB 24 42 32 30 128 TOTAL 61 82 61 46 250 PM Period NB SB EB WB R V EW GO 416 449 435 1742 12:00 12:15 12:30 12:45 213 186 213 213 825 229 230 236 222 917 01:00 01:15 01:30 01:45 22 21 15 18 76 30 27 16 20 93 52 48 31 38 169 13:00 13:15 13:30 13:45 218 207 206 228 859 221 284 231 233 969 439 491 437 461 1828 02:00 02:15 02:30 02:45 14 22 19 17 72 8 25 21 15 69 22 47 40 32 141 14:00 14:15 14:30 14:45 183 214 198 185 780 222 243 275 251 991 405 457 473 436 1771 03:00 03:15 03:30 03:45 11 11 18 22 62 16 12 8 11 47 27 23 26 33 109 15:00 15:15 15:30 15:45 174 204 249 195 822 310 280 295 293 1178 484 484 544 488 2000 04:00 04:15 04:30 04:45 15 11 27 40 93 16 18 25 24 83 31 29 52 64 176 16:00 16:15 16:30 16:45 224 173 191 225 813 237 246 218 241 942 461 419 409 466 1755 05:00 05:15 05:30 05:45 33 51 83 126 293 21 41 59 71 192 54 92 142 197 485 17:00 17:15 17:30 17:45 213 205 219 198 835 277 279 262 219 1037 490 484 481 417 1872 06:00 06:15 06:30 06:45 120 193 252 228 793 82 109 133 149 473 202 302 385 377 1266 18:00 18:15 18:30 18:45 181 167 189 142 679 241 259 222 193 915 422 426 411 335 1594 07:00 07:15 07:30 07:45 207 192 239 278 916 134 129 160 155 578 341 321 399 433 1494 19:00 19:15 19:30 19:45 135 132 133 112 512 178 191 196 160 725 313 323 329 272 1237 08:00 08:15 08:30 08:45 268 218 266 210 962 155 167 160 144 626 423 385 426 354 1588 20:00 20:15 20:30 20:45 126 96 104 106 432 162 132 133 123 550 288 228 237 229 982 09:00 09:15 09:30 09:45 196 193 221 200 810 175 205 190 193 763 371 398 411 393 1573 21:00 21:15 21:30 21:45 87 101 94 105 387 117 104 121 120 462 204 205 215 225 849 10:00 10:15 10:30 10:45 163 191 184 184 722 183 182 202 220 787 346 373 386 404 1509 22:00 22:15 22:30 22:45 76 82 69 76 303 92 84 95 63 334 168 166 164 139 637 11:00 11:15 11:30 11:45 199 198 204 203 804 195 237 188 240 860 394 435 392 443 1664 23:00 23:15 23:30 23:45 59 57 58 44 218 80 99 77 44 300 139 156 135 88 518 TOTALS 5725 4699 10424 TOTALS 7465 9320 16785 SPLIT% 54.9% 45.1% 38.3% SPLIT % 44.5% 55.5% 61.7% AM Peak Hour AM Pk Volume 07:45 1030 11:45 935 11:45 1750 PM Peak Hour PM Pk Volume 15:15 872 15:00 1178 15:00 2000 Pk Hr Factor 0.926 0.974 0.974 Pk Hr Factor 0.876 0.950 0.919 7 - 9 Volume 1878 1204 3082 4 - 6 Volume 1648 1979 3627 7 - 9 Peak Hour 07:45 07:30 07:45 4 - 6 Peak Hour 16:45 16:45 16:45 7 -9 Pk Volume 1030 637 1667 .... y�lomo 862 1059 1921 Pk Hr Factor 0.926 0.954 0.962 Pk Hr Factor 0.958 0.949 0.980 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Signal Timings RpUBLIC Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 2414: NW 12 Av&NW 28 St 2414 NW 12 Av&NW 28 St DOW-3 N/A 0 0 Splits PH1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - SBT - WBT - NBT - EBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 0 - 0 - 0 0 - 0 - 0 14 - 14 - 14 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 2 - 2 - 2 14- 14 - 14 7 - 7 - 7 2.5 -2.5 - 2.5 10 - 10 - 10 45 - 30 - 30 4 2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 0 - 0 - 0 0 - 0 - 0 14 - 14 - 14 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 2 - 2 - 2 14- 14 - 14 7 - 7 - 7 2.5 -2.5 - 2.5 10 - 10 - 10 45 - 30 - 30 4 2 T N/A 0 NOTICE leo .O CwrpleAan of staff mmwintliMex permit appliadan meet unrequirenentuMer Muni lan grip Cityaf Mimi puNcona.hiepamit.ance tionv' ;€��letlbra pudk IeaAng InacmNar�ew/1{N �tliicm�. xr i�i�ii .Me CIryIX MiamiCtPTTheappf de/ty ion�-s� a� theparri[appliralion atM Ali PZ-18-26ID3 01/22/19 IEW COV Last In Service Date: unknown r Time: AM Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 2414: NW 12 Av&NW 28 St ORpUBLIC/y, Time: AM Current Cycle 1 2 - SBT Green Time 6 NBT 7 8 - EBT Ring Offset Offset 3 4 - WBT 5 - TOD Schedule Plan 1 70 0 35 0 23 0 35 0 23 0 36 2 90 0 50 0 28 0 50 0 28 0 2 3 120 0 70 0 38 0 70 0 38 0 38 4 90 0 50 0 28 0 50 0 28 0 28 8 100 0 50 0 38 0 50 0 38 0 60 10 60 0 30 0 18 0 30 0 18 0 32 12 120 0 70 0 38 0 70 0 38 0 0 13 90 0 50 0 28 0 50 0 28 0 8 19 70 0 34 0 24 0 34 0 24 0 56 20 90 0 50 0 28 0 50 0 28 0 12 21 100 0 50 0 38 0 50 0 38 0 56 22 70 0 34 0 24 0 34 0 24 0 66 Current Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuMTWThFS Local TOD S Time 0000 0000 0100 0600 0600 0700 0900 0900 1300 1600 1900 1900 2200 2300 2300 Carp'1".q:renLr's*a catle,wly.hisPmnaapWm.nntlioinMvesdreamm brbbeuryit.Lcmmweeb6 a v rringInmn=mell enesset bthInMe Cltyof CepenntapgUc lion at Mpublic haingrtlrencLi7aa recommendation or a lingdetlzon. Fre Flash 19 2 3 4 20 8 12 13 21 22 Free Free PZ-13 01/22/191 W Gp S Su M T W Th F M T W Th F M T W Th F Su S M T W Th F M T W Th F MTWThF S Su S Su S Su S M T W Th F • Local Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuMTWThFS No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLIC Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 2409: NW 12 Av&NW 22 St 2409 NW 12 Av&NW 22 St DOW-3 N/A 0 0 Splits PH1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - SBT EBT WBT - NBT - - 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 0 - 0 - 0 0 - 0 - 0 16 - 16 - 16 1 - 1 - 1 35 - 35 - 35 0 - 0 - 0 4 2 3 EBT 7 - 7 - 7 16- 16 - 16 7 - 7 - 7 2.5 -2.5 - 2.5 16 - 16 - 16 40 - 40 - 40 4 2 4 WBT 0 - 0 - 0 0 - 0 - 0 7 - 7 - 7 2 - 2 - 2 16 - 16 - 16 40 - 40 - 40 4 2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 0 - 0 - 0 0 - 0 - 0 16 - 16 - 16 1 - 1 - 1 35 - 35 - 35 0 - 0 - 0 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 T N/A 0 NOTICE leo .O CwrpleAan of staff mmwintliMex permit appliadan meet unrequirenentuMer Muni lan grip Cityaf Mimi puNcona.hiepamit.ance tionv' ;€��letlbra pudk IeaAng InacmNar�ew/1{N �tliicm�. xr i�i�ii .Me CIryIX MiamiCtPTTheappf de/ty ion�-s� a� theparri[appliralion atM Ali PZ-18-26ID3 01/22/19 IEW COV Last In Service Date: unknown r Time: AM Permitted Phases 12345678 Default-234-6-- External Permit 0 External Permit 1 External Permit 2 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 2409: NW 12 Av&NW 22 St �ORpUBLIC/y, Time: AM Current Cycle 1 2 - SBT 3 EBT Green Time 6 NBT 7 8 - - Ring Offset Offset 4 WBT 5 - TOD Schedule Plan 2 125 0 75 24 8 0 75 0 0 0 28 3 130 0 74 23 15 0 74 0 0 0 24 4 125 0 64 24 19 0 64 0 0 0 60 8 130 0 74 24 14 0 74 0 0 0 15 12 140 0 74 29 19 0 74 0 0 0 63 13 125 0 65 27 15 0 65 0 0 0 69 19 125 0 64 24 19 0 64 0 0 0 16 20 130 0 74 24 14 0 74 0 0 0 10 21 125 0 64 24 19 0 64 0 0 0 12 22 110 0 54 23 15 0 54 0 0 0 35 Current Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local TOD S Time 0000 0000 0600 0600 0700 0900 0900 1300 1600 1900 1900 2200 2300 2300 CarpleAan of zdff mmwintliMez mee6 unrequvermitapanion dam uryledr Cock, wiry. ntla Pmna apWcmion vnll rem brbe th In ism br a tIraenglnacmmar�wlm4meu�ssetb4"2 er QGMapaca ion atte pubLc hearin ng b render Cr pemi[a recommendation ec mm nMion or a heariigartlientler either remmmeMaf ion or a ling tletlzon. Fre 19 2 3 4 20 8 12 13 21 22 Free Free PZ-13 01/22/191 S S M T W Th F M T W Th F M T W Th F Su S M T W Th F M T W Th F M T W Th F Su S Su S Su S M T W Th F Local Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLIC Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 2402: NW 17 Av&NW 20 St 2402 NW 17 Av&NW 20 St DOW-3 N/A 0 0 Splits PH1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT SBL NBT WBL EBT NBL SBT 0 0 0 0 0 0 0 0 sib t rah Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 7- 7- 7 15 - 15 - 15 4 2 2 WBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 0 - 0 4 2 3 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 7- 7- 7 15 - 15 - 15 4 2 4 NBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 2.5 -2.5 - 2.5 30 - 30 - 30 48 - 40 - 40 4 2 5 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 7- 7- 7 15 - 15 - 15 4 2 6 EBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 0 - 0 4 2 7 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 7- 7- 7 15 - 15 - 15 4 2 8 SBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 2.5 -2.5 - 2.5 7 - 7 - 7 48 - 40 - 40 4 2 T N/A 0 NOTICE leo .O CwrpleAan of staff mmwintliMex permit appliadan meet unrequirenentuMer Muni lan grip Cityaf Mimi puNcona.hiepamit.ance tionv' ;€��letlbra pudk IeaAng InacmNar�ew/1{N �tliicm�. xr i�i�ii .Me CIryIX MiamiCtPTTheappf de/ty ion�-s� a� theparri[appliralion atM Ali PZ-18-26ID3 01/22/19 IEW COV Last In Service Date: unknown r Time: AM Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 2402: NW 17 Av&NW 20 St Current cle 1 EBL 2 WBT 3 SBL Green Time 6 EBT 7 NBL 8 SBT Ring Offset Offset 4 NBT 5 WBL TOD Schedule Plan 2 150 10 81 10 25 10 81 10 25 0 110 3 160 14 60 14 48 14 60 14 48 0 44 4 140 12 54 12 38 12 54 12 38 0 58 8 150 12 66 12 36 12 66 12 36 0 100 12 160 15 65 12 44 15 65 12 44 0 150 13 140 11 62 11 32 11 62 11 32 0 22 19 125 10 54 11 26 10 54 11 26 0 10 20 130 10 65 10 21 10 65 10 21 0 0 21 125 10 54 10 27 10 54 10 27 0 6 22 110 8 48 8 22 8 48 8 22 0 26 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 Carpleuan of sdff mmwintloMespe mee6 un requirenems uran numdao urycwarm Cock, only. his permitapWcaton w;u rem b be sd,mklea kr public hearing In accordance .1 triunes set foMln the clryof libleCode. The applicable ckcision-maldng body vrie the pemit application at Mepublic hearing and render render eithera recommendation or a final Eetlzon. PZ-13 01/2 /19 Fre 2 19 3 20 4 8 12 13 22 Free Free F W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF Time: AM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S M TWThF Su S SuM TWThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLic Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 3885: NW 14 Av&NW 20 St 3885 NW 14 Av&NW 20 St DOW-3 N/A 0 0 Splits PH1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT - NBT WBL EBT - SBT 0 0 0 0 0 0 0 0 s Active Phase Bank: T t Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10- 10 - 10 15 - 15 - 15 4 2 2 WBT 7 - 7 - 7 12- 12 - 12 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 4 -2.5 - 2.5 35 - 35 - 35 60 - 40 - 40 4 2 5 WBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 15 - 15 - 15 4 2 6 EBT 7 - 7- 7 12-12 -12 7 - 7 - 7 1 -1 - 1 40- 40- 40 0 -40-40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 4 -2.5 - 2.5 35 - 35 - 35 60 - 40 - 40 4 2 T N/A 0 NOTICE CwrpleAan of staff mmwintliMex permit appliadan meet unrequirenentuMer Muni lan grip Cityaf Mimi pudk Ieaeng InacmNar�w1N tliicm�. xr i�iu ii��Ne CIryIX MiamiCotle.Theaon tle/{�pionS-SM� a theparri[a re mends �N e�atnnaratl�lffan,nn. PZ-18-26ID3 01/22/19 1EW COV Last In Service Date: unknown Time: PM Permitted Phases 12345678 Default 12-456-8 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 3885: NW 14 Av&NW 20 St �ORpUBLIC/y, Time: PM Current cle 1 EBL 2 WBT Green Time 6 EBT 7 8 - SBT Ring Offset Offset 3 4 - NBT 5 WBL TOD Schedule Plan 2 150 15 78 0 39 15 78 0 39 0 32 3 160 15 71 0 56 15 71 0 56 0 124 4 140 15 67 0 40 15 67 0 40 0 130 8 150 15 77 0 40 15 77 0 40 0 30 12 160 15 73 0 54 15 73 0 54 0 154 13 140 12 71 0 39 12 71 0 39 0 26 19 125 11 74 0 22 11 74 0 22 0 44 20 130 12 74 0 26 12 74 0 26 0 38 21 125 9 66 0 32 9 66 0 32 0 96 22 110 6 64 0 22 6 64 0 22 0 6 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 Fre 2 19 3 20 4 8 12 13 22 Free Free Carpleuan of sdff mmwintloMespe mee6 un requinnemsunn numdao urycwarm Cock, only. his permitapWcaton w;u rem to be sd,mklea kr public hearing In accordance .1 triunes set foMln the clryof libleCode. The applicable ckcision-maldng b v rle the pemit application at Mepublic hearing and render render eithera recommendation or a ling Eetlzon. PZ- 3 A,. Q\' GOB IE hF W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S M TWThF Su S SuM TWThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLic Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 4696: NW 13 Av&NW 20 St 4696 NW 13 Av&NW 20 St DOW-3 N/A 0 0 Splits PH1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - WBT - NBT WBL EBT - SBT 0 0 0 0 0 0 0 0 Active Phase Bank: T t Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 10- 10 - 10 16- 16 - 16 1 - 1 - 1 40- 40 - 40 0 - 0 - 0 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 7 - 7 - 7 14- 14 - 14 7 - 7 - 7 5 - 5 - 5 40 - 15 - 15 50 - 40 - 40 4 2 5 WBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 20 - 20 - 20 4 2 6 EBT 7 - 7 - 7 10- 10 - 10 16- 16 - 16 1 - 1 - 1 40- 40 - 40 0 - 0 - 0 4 1.3 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7 - 7 14- 14 - 14 7 - 7 - 7 5 - 5 - 5 15 - 15 - 15 50 - 40 - 40 4 2 T N/A 0 NOTICE CwrpleAan of staff mmwintliMex permit apptialian meet unrequirenentuMer Mumi lan qr tle Cityaf Mimi pubparaingI accordpptiationv' ;€�1 heEbra pudk Ieaeng InacmNar�w1N tliicm�. xr i�iu ii��Ne CIryIX MiamiCotle.T=catthe/{�pionS-i wy_�_ a theparri[a re mends CNN G e�anaratlplalffanvon. PZ-18-26ID3 01/22/19 \14 1EW COV Last In Service Date: unknown Time: PM Permitted Phases 12345678 Default-2-456-8 External Permit 0 External Permit 1 External Permit 2 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 4696: NW 13 Av&NW 20 St *ORpUBLIC/y, 0 Time: PM Current Cycle 1 2 - WBT Green Time 6 EBT 7 8 SBT Ring Offset Offset 3 4 NBT 5 WBL TOD Schedule Plan 2 150 0 106 0 32 15 85 0 32 0 38 3 160 0 104 0 44 18 80 0 44 0 132 4 140 0 89 0 39 15 68 0 39 0 130 8 150 0 100 0 38 15 79 0 38 0 32 12 160 0 104 0 44 15 83 0 44 0 84 13 140 0 91 0 37 15 70 0 37 0 100 19 125 0 82 0 31 9 67 0 31 0 48 20 130 0 84 0 34 13 65 0 34 0 50 21 125 0 87 0 26 9 72 0 26 0 86 22 110 0 74 0 24 7 61 0 24 0 0 Current Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 Fre 2 19 3 20 4 8 12 13 22 Free Free Carpleuan of sdff mmwintloMespe mee6 un requinnemsunn numdao urycwarm Cock, only. his permitapWcaton w;u rem to be sd,mklea kr public hearing In accordance .1 triunes set foMln the clryof libleCode. The applicable ckcision-maldng b v rle the pemit application at Mepublic hearing and render render eithera recommendation or a ling Eetlzon. PZ- 3 01/v.1/119 Q� COB IE hF W Th F Su M T W Th F Su S M T W Th F M T W Th F M T W Th F M T W Th F Su S Su S M T W Th F Local Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLIC Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 2401: NW 12 Av&NW 20 St 2401 NW 12 Av&NW 20 St DOW-3 N/A 0 0 Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 NBL SBT EBL WBT SBL NBT WBL EBT 0 0 0 0 0 0 0 0 by sFyT r� Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 15 - 5- 5 15 - 15 - 15 4 2 2 SBT 7 - 7- 7 18-18 -18 7 - 7 - 7 1 -1 - 1 50- 35- 35 0 -70-70 4 2 3 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 15 - 6- 6 15 - 15 - 15 4 2 4 WBT 7 - 7 - 7 30 - 30 - 30 7 - 7 - 7 1 - 1 - 1 60 - 25 - 25 70 - 70 - 70 4 2.6 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 15 - 5- 5 15 - 15 - 15 4 2 6 NBT 7 - 7- 7 18-18 -18 7 - 7 - 7 1 -1 - 1 50- 35- 35 0 -70-70 4 2 7 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 15 - 6- 6 15 - 15 - 15 4 2 8 EBT 7 - 7 - 7 30 - 30 - 30 7 - 7 - 7 1 - 1 - 1 60 - 25 - 25 70 - 70 - 70 4 2.6 T N/A 0 NOTICE leo .O CwrpleAan of staff mmwintliMex permit appliadan meet unrequirenentuMer Muni lan grip Cityaf Mimi puNcona.hiepamit.ance tionv' ;€��letlbra pudk IeaAng InacmNar�ew/1{N �tliicm�. xr i�i�ii .Me CIryIX MiamiCtPTTheappf de/ty ion�-s� a� theparri[appliralion atM Ali PZ-18-26ID3 01/22/19 IEW COV Last In Service Date: unknown r Time: AM Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1 12-456-8 External Permit 2 12-456-8 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 2401: NW 12 Av&NW 20 St Current cle 1 NBL 2 SBT 3 EBL Green Time 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 2 150 14 56 15 40 14 56 15 40 0 94 3 160 14 56 15 50 14 56 15 50 0 32 4 140 12 51 12 40 12 51 12 40 0 54 8 150 14 51 15 45 14 51 15 45 0 90 12 160 14 56 15 50 14 56 15 50 0 144 13 140 11 51 12 41 11 51 12 41 0 14 19 125 10 44 9 37 10 44 9 37 0 22 20 130 11 47 10 37 11 47 10 37 0 0 21 125 12 40 11 37 12 40 11 37 0 0 22 110 5 38 5 37 5 38 5 37 0 4 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 Carpleuan of sdff mmwintloMespe mee6 un requirenems uran numdao urycwarm Cock, only. his permitapWcaton w;u rem b be sd,mklea kr public hearing In accordance .1 triunes set foMln the clryof libleCode. The applicable ckcision-maldng body vrie the pemit application at Mepublic hearing and render render eithera recommendation or a final Eetlzon. PZ-13 01/2 /19 Fre 2 19 3 20 4 8 12 13 22 Free Free F W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF Time: AM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S M TWThF Su S SuM TWThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLic Print Date: 5/22/2018 Asset 2400 TOD Schedule Report for 2400: Bob Hope Rd&NW 20 St TOD Intersection Schedule Op Mode Plan # Cycle Offset Sett Bob Hope Rd&NW 20 St DOW-3 N/A 0 0 N/A Splits PH1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT SBL NBT WBL EBT NBL SBT 0 0 0 0 0 0 0 0 sib t rah Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 6- 6- 6 20 - 20 - 20 4 2 2 WBT 7- 7- 7 10-10 -10 7- 7- 7 1 -1 - 1 28- 28- 28 0- 0- 0 4 2 3 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 6- 6- 6 15 - 15 - 15 4 2 4 NBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 18 - 18 - 18 45 - 45 - 45 4 2 5 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 6- 6- 6 20 - 20 - 20 4 2 6 EBT 7- 7- 7 10-10 -10 7- 7- 7 1 -1 - 1 28- 28- 28 0- 0- 0 4 2 7 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 6- 6- 6 15 - 15 - 15 4 2 8 SBT 7 - 7 - 7 10- 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 18 - 18 - 18 45 - 45 - 45 4 2 T 0 NOTICE CwrpleAan of staff mmwintliMex permit appliadan meet unrequirenentuMer Muni lan grip Cityaf Mimi puNcona.hiepamit.ance tionv' ;€��letlbra pudk Ieaeng InacmNar�ew/1{N �tliicm�. xr i�i�ii��Me CIryIX MiamiCtPT=ceaon de/ty ionS-saa theparri[a re mends e�atnnaratlllffan.nn. .9 PZ-18-26ID3 01/22/19 \14 1EW COV Last In Service Date: unknown Time: AM Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2 um 0 Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 2400: Bob Hope Rd&NW 20 St Current cle 1 EBL 2 WBT 3 SBL Green Time 6 EBT 7 NBL 8 SBT Ring Offset Offset 4 NBT 5 WBL TOD Schedule Plan 2 150 15 70 15 26 15 70 15 26 0 28 3 160 15 74 15 32 15 74 15 32 0 126 4 140 15 60 15 26 15 60 15 26 0 128 8 150 15 66 15 30 15 66 15 30 0 24 12 160 15 64 15 42 15 64 15 42 0 70 13 140 12 64 12 28 12 64 12 28 0 92 19 125 12 56 9 24 12 56 9 24 0 16 20 130 11 62 11 22 11 62 11 22 0 82 21 125 14 52 11 24 14 52 11 24 0 18 22 110 9 47 8 22 9 47 8 22 0 6 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 CarpleAan of sdff mmwintloMespe mee6 un requinnemsunn numdao urycwarm Cock, only. his permitapWcaton vnll rem to be sd,mklea kr public hearing In accordance .1 limeunes set foMln the clryof libleCode. The applicable ckcision-maldng body v rle render the pemit application at Mepublic hearing and render eithera Fre 2 19 3 20 4 8 12 13 22 Free Free recommendation or a ling Eetlzon. PZ-13 ovv.09 F W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF Time: AM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S M TWThF Su S SuM TWThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 RpUBLic Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 3152: NW 12 Av&NW 16 St 3152 NW 12 Av&NW 16 St DOW-3 N/A 0 0 Splits PH1 PH 2 PH3 PH4 PH 5 PH6 PH7 PH 8 NBL SBT XPD WBT SBL NBT - EBT 0 0 0 0 0 0 0 0 by Active Phase Bank: N/A Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0 - 0- 0 0 - 0 - 0 5 - 5 - 5 2 -2 - 2 7 - 10 - 10 20 - 18 - 18 4 2 2 SBT 0 - 7- 7 0 -16 -16 18- 7 - 7 1 -1 - 1 40- 40- 40 0 -40-40 4 2 3 XPD 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 0 - 7 - 7 0 - 26 - 26 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 30 - 30 36 - 40 - 40 4 3 5 SBL 0 - 0- 0 0 - 0 - 0 5 - 5 - 5 2 -2 - 2 7 - 10 - 10 20 - 18 - 18 4 2 6 NBT 0 - 7- 7 0 -16 -16 18- 7 - 7 1 -1 - 1 40- 40- 40 0 -40-40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 0 - 7 - 7 0 - 26 - 26 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 30 - 30 36 - 40 - 40 4 3 Current cle 1 NBL 2 SBT 3 XPD Green Time 6 NBT 7 8 - EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 4 160 12 71 0 58 12 71 0 58 0 0 5 150 12 51 0 68 12 51 0 68 0 0 10 180 13 90 0 58 13 90 0 58 0 48 13 130 11 44 0 56 11 44 0 56 0 0 15 120 8 30 0 63 8 30 0 63 0 0 18 130 18 35 0 58 18 35 0 58 0 0 21 130 9 53 0 49 9 53 0 49 0 0 22 120 7 32 0 62 7 32 0 62 0 0 23 110 5 29 0 57 5 29 0 57 0 0 T N/A 0 NOTICE Complet:n orstaff review intliMex permitapplianan meals unrequirenenkuMer Muni lam gpCityot Mimi Catle, Doty hia pennitapptirationv' ;€�1��letl bra polcZering lnazmmancevilthen mm.xri,iun eCltyd Miami Cotle.TheappliattlI itibry iili a1 thepenn[a re mends �N e,aanorann,nn. PZ-18-26ID3 01/22/19 1 E W GOV Last In Service Date: 07/13/2010 11:37 O Time: PM Permitted Phases 12345678 Default 123456-8 External Permit 0 External Permit 1 External Permit 2 um 0 Local TOD Schedule Time Plan DOW 0000 Free M T W Th F 0000 Free Su S 0630 4 M T W Th F 0700 18 Su S 0900 5 M T W Th F 1500 10 M T W Th F 1500 21 Su S 1800 22 Su S 1930 13 M T W Th F 2200 15 M T W Th F 2200 23 Su S Page 1 of 2 Print Date: 5/22/2018 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0630 TOD OUTPUTS 1930 TOD OUTPUTS Settings* Day of Week - 7----2- SuM T W ThF S MTWThF - 7----2- M T W ThF TOD Schedule Report for 3152: NW 12 Av&NW 16 St Local Time of Day Function Time Function 0000 TOD OUTPUTS 0630 TOD OUTPUTS 0700 TOD OUTPUTS 1800 TOD OUTPUTS 1930 TOD OUTPUTS Settings* Day of Week - 7----2- SuM T W ThF S MTWThF Su S - 7----2- Su S - 7----2- M T W ThF No Calendar Defined/Enabled Blank - Blank - PI 1 - Phase Bank 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA �ORpUBLIC/y, NOTICE Cempletion ofstaff reMintltMes permit appliafan meet rnitirmrn requirement under Mb. 21antl/or the City of Mimi puoik ng I acc roance 4th ne nes se fm nheC ty f pudk IeaAng InaccoNanG?vAM tlmetlnes set foMln Ne CllyIX MiamiG 1°T kaGe�rei 9, 12,iaeyvillretie theparri[applica' �artltentlereiNera mmmmerda' norafi detlzon. PZ-18-263 - POMO/ v..n RF 1EW C0 Time: PM ax 2 1 Page 2 of 2 RpUBLic Print Date: 5/22/2018 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset Sett TOD Schedule Report for 2377: NW 12 Av&NW 14 St 2377 NW 12 Av&NW 14 St DOW-3 N/A 0 0 Splits PH1 PH2 PH 3 PH4 PH 5 PH6 PH 7 PH 8 NBL SBT EBL WBT SBL NBT WBL EBT 0 0 0 0 0 0 0 0 by sFyT r� Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 8- 8- 8 18 - 18 - 18 4 3 2 SBT 7 - 7 - 7 16 - 16 - 16 7 - 7 - 7 1 - 1 - 1 26 - 26 - 26 0 - 50 - 50 4 3 3 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 7- 7- 7 28 - 28 - 28 4 3 4 WBT 7 - 7 - 7 28 - 28 - 28 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 26 - 26 50 - 50 - 50 4 3 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 8- 8- 8 18 - 18 - 18 4 3 6 NBT 7 - 7 - 7 16 - 16 - 16 7 - 7 - 7 1 - 1 - 1 26 - 26 - 26 0 - 50 - 50 4 3 7 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2 - 2 - 2 7- 7- 7 28 - 28 - 28 4 3 8 EBT 7 - 7 - 7 28 - 28 - 28 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 26 - 26 50 - 50 - 50 4 3 Current cle 1 NBL 2 SBT 3 EBL Green Time 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 4 160 16 55 13 48 16 55 23 38 0 20 5 150 16 52 11 43 18 50 22 32 0 0 10 180 15 64 24 49 15 64 24 49 0 16 13 130 10 46 13 33 10 46 13 33 0 0 15 120 6 48 5 33 6 48 5 33 0 0 18 130 10 49 10 33 10 49 10 33 0 0 21 130 9 43 17 33 9 43 17 33 0 0 22 120 9 46 5 32 9 46 5 32 0 0 23 110 6 39 5 32 6 39 5 32 0 0 T N/A 0 NOTICE 0 Completion of at e, raMew intliMex permit appaatian meet unrequirenentuMer Muni lan grthe Ciryat Mimi puNcona.hiepamitapptimationv' ;€��letlbra pudk IeaAng InaccomanavAm tliicm�. xr i�i�ii .Me CIryIX MiamiCtPTThe catte/ty i s� a� thepermitapplialion atM Ali e la n„orahal�n.nn. PZ-18-26ID3 01/22/19 1EW COV Last In Service Date: unknown Time: AM Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 um 0 Local TOD Schedule Time Plan DOW 0000 Free M T W Th F 0000 Free Su S 0630 4 M T W Th F 0700 18 Su S 0900 5 M T W Th F 1500 10 M T W Th F 1500 21 Su S 1800 22 Su S 1930 13 M T W Th F 2200 15 M T W Th F 2200 23 Su S Page 1 of 2 Print Date: 5/22/2018 TOD Schedule Report for 2377: NW 12 Av&NW 14 St Current Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S 1500 VEH MAX RECALL 8---4--- M T W ThF 1800 VEH MAX RECALL M T W ThF Local Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S 1500 VEH MAX RECALL 8---4--- M T W ThF 1800 VEH MAX RECALL M T W ThF No Calendar Defined/Enabled �ORpUBLIC/yF.1 O NOTICE Blank - Blank - PI 1 - Phase Bank 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Time: AM Completion of staff mmwintltMes permitapptiati un requirement under Muni 21antl/or the Ci ems,... c rdance ith an esseL� pudk lxaAng lnaccorOanG?wlM tlmetines set foMln MiamiC tappUcaa katag gbaen theparri[a re �ana merda' fi detlzun. PZ-18-263 - POMO/ v..n RF 1EW C0 ax 2 1 Page 2 of 2 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Peak Season Conversion Factor 2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.96 PSCF 1 01/01/2017 2 01/08/2017 3 01/15/2017 4 01/22/2017 5 01/29/2017 6 02/05/2017 7 02/12/2017 * 8 02/19/2017 * 9 02/26/2017 *10 03/05/2017 *11 03/12/2017 *12 03/19/2017 *13 03/26/2017 *14 04/02/2017 *15 04/09/2017 *16 04/16/2017 *17 04/23/2017 *18 04/30/2017 *19 05/07/2017 *20 05/14/2017 21 05/21/2017 22 05/28/2017 - 01/07/2017 - 01/14/2017 - 01/21/2017 - 01/28/2017 - 02/04/2017 - 02/11/2017 - 02/18/2017 - 02/25/2017 - 03/04/2017 - 03/11/2017 - 03/18/2017 - 03/25/2017 - 04/01/2017 - 04/08/2017 - 04/15/2017 - 04/22/2017 - 04/29/2017 - 05/06/2017 - 05/13/2017 - 05/20/2017 - 05/27/2017 - 06/03/2017 1.07 1.04 1.01 1.00 0.99 0.98 0.97 0.97 0.96 0.95 0.95 0.95 0.96 0.96 0.97 0.97 0.97 0.97 0.97 0.97 0.98 0.98 1.11 1.08 1.05 1.04 1.03 1.02 1.01 1.01 1.00 0.99 0.99 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 23 06/04/2017 - 06/10/2017 0.99 1.03 24 06/11/2017 25 06/18/2017 26 06/25/2017 27 07/02/2017 28 07/09/2017 29 07/16/2017 30 07/23/2017 31 07/30/2017 32 08/06/2017 33 08/13/2017 34 08/20/2017 35 08/27/2017 36 09/03/2017 37 09/10/2017 38 09/17/2017 39 09/24/2017 40 10/01/2017 41 10/08/2017 42 10/15/2017 43 10/22/2017 44 10/29/2017 45 11/05/2017 46 11/12/2017 47 11/19/2017 48 11/26/2017 49 12/03/2017 50 12/10/2017 51 12/17/2017 52 12/24/2017 53 12/31/2017 * PEAK SEASON - 06/17/2017 - 06/24/2017 - 07/01/2017 - 07/08/2017 - 07/15/2017 - 07/22/2017 - 07/29/2017 - 08/05/2017 - 08/12/2017 - 08/19/2017 - 08/26/2017 - 09/02/2017 - 09/09/2017 - 09/16/2017 - 09/23/2017 - 09/30/2017 - 10/07/2017 - 10/14/2017 - 10/21/2017 - 10/28/2017 - 11/04/2017 - 11/11/2017 - 11/18/2017 - 11/25/2017 - 12/02/2017 - 12/09/2017 - 12/16/2017 - 12/23/2017 - 12/30/2017 - 12/31/2017 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.04 1.07 1.11 1.14 1.12 1.10 1.08 1.06 1.04 1.05 1.06 1.07 1.07 1.07 1.07 1.07 1.07 1.05 1.03 1.01 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.08 1.11 1.16 1.19 1.17 1.15 1.13 1.10 1.08 1.09 1.10 1.11 1.11 1.11 1.11 1.11 1.11 1.09 1.07 1.05 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Castle, only. his pmnitapplcaton vnll reelb be.le. tlfora pudic teahng In accontlanrew1M tlmellnes set forth In the Gigot Miami Castle. The appf tletlecdon-mriartlts ng body vig resew the pemit application at thepubtic hearing render recommen..n or a final tletlsion. PZ-18-263 01/22/19 02-MAR-2018 15:35:06 830UPD 6 8700 PKSEASON.TXT NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix D Miami -Dade Transit uata Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ASTOP 12 12 12 1 NORTHBOUND 605 AM Peak 7167 46 12 12 12 1 NORTHBOUND 630 AM Peak 7167 46 12 12 12 1 NORTHBOUND 700 AM Peak 7167 46 11 12 12 12 1 NORTHBOUND 730 AM Peak 7167 46 12 12 12 12 1 NORTHBOUND 800 AM Peak 7167 46 8-4 12 12 12 1 NORTHBOUND 830 AM Peak 7167 46 13-1 12 12 12 1 NORTHBOUND 1500 PM Peak 7167 46 21.3 12 12 12 1 NORTHBOUND 1530 PM Peak 7167 46 4.0 10.0% 12 12 12 1 NORTHBOUND 1600 PM Peak 7167 46 12.8 32.0% 12 12 12 1 NORTHBOUND 1630 PM Peak 7167 46 14.8 37.0% 12 12 12 1 NORTHBOUND 1700 PM Peak 7167 46 15.1 37.8% 12 12 12 1 NORTHBOUND 1730 PM Peak 7167 46 14.7 36.7% 12 12 12 0 SOUTHBOUND 615 AM Peak 7131 46 12.3 30.8% 12 12 12 0 SOUTHBOUND 635 AM Peak 7131 46 13.4 33.5% 12 12 12 0 SOUTHBOUND 655 AM Peak 7131 46 19.2 47.9% 12 12 12 0 SOUTHBOUND 725 AM Peak 7131 46 22.4 56.0% 12 12 12 0 SOUTHBOUND 755 AM Peak 7131 46 5.8 14.5% 12 12 12 0 SOUTHBOUND 825 AM Peak 7131 46 28.8 72.0% 12 12 12 0 SOUTHBOUND 855 AM Peak 7131 46 20.3 50.7% 12 12 12 0 SOUTHBOUND 1525 PM Peak 7131 46 13.4 33.6% 12 12 12 0 SOUTHBOUND 1555 PM Peak 7131 46 15.6 39.0% 12 12 12 0 SOUTHBOUND 1625 PM Peak 7131 46 11.8 29.6% 12 12 12 0 SOUTHBOUND 1655 PM Peak 7131 46 2.0 5.0% 12 12 12 0 SOUTHBOUND 1725 PM Peak 7131 46 10.9 27.2% 12 12 12 0 SOUTHBOUND 1755 PM Peak 7131 46 11.9 29.7% 21 21 21 1 NORTHBOUND 605 AM Peak 7167 26 1.5 3.7% 21 21 21 1 NORTHBOUND 635 AM Peak 7167 26 1.9 4.7% 21 21 21 1 NORTHBOUND 705 AM Peak 7167 26 11.8 29.4% 21 21 21 1 NORTHBOUND 735 AM Peak 7167 26 17.5 43.9% 21 21 21 1 NORTHBOUND 805 AM Peak 7167 26 2.3 5.7% 21 21 21 1 NORTHBOUND 835 AM Peak 7167 26 2.4 6.1% 21 21 21 1 NORTHBOUND 1505 PM Peak 7167 26 30.3 75.7% 21 21 21 1 NORTHBOUND 1535 PM Peak 7167 26 13.3 33.1% 21 21 21 1 NORTHBOUND 1605 PM Peak 7167 26 14.4 36.1% 21 21 21 1 NORTHBOUND 1635 PM Peak 7167 26 6.2 15.5% 21 21 21 1 NORTHBOUND 1705 PM Peak 7167 26 4.1 10.3% 21 21 21 1 NORTHBOUND 1735 PM Peak 7167 26 17.3 43.2% 21 21 21 0 SOUTHBOUND 613 AM Peak 7131 46 11.9 29.8% 21 21 21 0 SOUTHBOUND 638 AM Peak 7131 46 22.4 55.9% 21 21 21 0 SOUTHBOUND 705 AM Peak 7131 46 2.8 7.1% 21 21 21 0 SOUTHBOUND 735 AM Peak 7131 46 3.0 7.5% 21 21 21 0 SOUTHBOUND 805 AM Peak 7131 46 18.5 46.3% 21 21 21 0 SOUTHBOUND 837 AM Peak 7131 46 22.9 57.3% 21 21 21 0 SOUTHBOUND 1506 PM Peak 7131 46 20.0 50.0% 21 21 21 0 SOUTHBOUND 1536 PM Peak 7131 46 5.1 12.7% 21 21 21 0 SOUTHBOUND 1606 PM Peak 7131 46 4.2 10.5% 21 21 21 0 SOUTHBOUND 1636 PM Peak 7131 46 17.5 43.8% 21 21 21 0 SOUTHBOUND 1707 PM Peak 7131 46 10.7 26.6% 21 21 21 0 SOUTHBOUND 1740 PM Peak 7131 46 3.3 8.4% 32 32 32 1 NORTHBOUND 615 AM Peak 7133 16 25.8 64.5% 32 32 32 1 NORTHBOUND 639 AM Peak 7133 16 7.1 17.6% 32 32 32 1 NORTHBOUND 703 AM Peak 7133 16 16.1 40.3% 32 32 32 1 NORTHBOUND 727 AM Peak 7133 16 30.3 75.8% 32 32 32 1 NORTHBOUND 751 AM Peak 7133 16 2.4 6.1% 32 32 32 1 NORTHBOUND 815 AM Peak 7133 16 21.0 52.5% 32 32 32 1 NORTHBOUND 839 AM Peak 7133 16 13.4 33.6% 32 32 32 1 NORTHBOUND 1519 PM Peak 7133 16 9.2 22.9% 32 32 32 1 NORTHBOUND 1543 PM Peak 7133 16 5.6 14.0% 32 32 32 1 NORTHBOUND 1607 PM Peak 7133 16 16.0 40.0% NCB-TICE Completion of staffs w InclIFtes permit apptiatim meet mitimun requiresu15tlH i3iry aantl/or the City of Miami Cock, only. his pamitapWmationvnti need et bethted fora pudic tearing In accontla v04rnelines set forth In In the Gigot Miami Code. The appf de decision-maMng hotly Irk refiery the permit applicatiop eplatic hearing artl rents either recomn4n6ficaaa final Eeozion. PZa1 &4263 Qi/42/19 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ASTOP 32 32 32 1 NORTHBOUND 1631 PM Peak 7133 16 32 32 32 1 NORTHBOUND 1655 PM Peak 7133 16 32 32 32 1 NORTHBOUND 1719 PM Peak 7133 16 1 32 32 32 1 NORTHBOUND 1743 PM Peak 7133 16 20 32 32 32 0 SOUTHBOUND 612 AM Peak 7166 127 1-8 32 32 32 0 SOUTHBOUND 632 AM Peak 7166 127 17-9 32 32 32 0 SOUTHBOUND 649 AM Peak 7166 127 11.9 32 32 32 0 SOUTHBOUND 713 AM Peak 7166 127 19.0 47.6% 32 32 32 0 SOUTHBOUND 7.37 AM Peak 7166 127 1.7 4.1% 32 32 32 0 SOUTHBOUND 803 AM Peak 7166 127 9.3 23.3% 32 32 32 0 SOUTHBOUND 830 AM Peak 7166 127 3.2 8.0% 32 32 32 0 SOUTHBOUND 854 AM Peak 7166 127 10.6 26.6% 32 32 32 0 SOUTHBOUND 1512 PM Peak 7166 127 22.8 57.1% 32 32 32 0 SOUTHBOUND 1536 PM Peak 7166 127 1.5 3.6% 32 32 32 0 SOUTHBOUND 1558 PM Peak 7166 127 21.2 53.0% 32 32 32 0 SOUTHBOUND 1622 PM Peak 7166 127 22.0 55.0% 32 32 32 0 SOUTHBOUND 1646 PM Peak 7166 127 7.9 19.8% 32 32 32 0 SOUTHBOUND 1710 PM Peak 7166 127 11.4 28.5% 32 32 32 0 SOUTHBOUND 1734 PM Peak 7166 127 11.3 28.3% 95 95 95 1 NORTHBOUND 618 AM Peak 7166 44 .8 1.9% 95 95 95 1 NORTHBOUND 618 AM Peak 7167 95 1.7 4.3% 95 95 95 1 NORTHBOUND 648 AM Peak 7166 44 1.7 4.2% 95 95 95 1 NORTHBOUND 648 AM Peak 7167 95 4.0 9.9% 95 95 95 1 NORTHBOUND 733 AM Peak 7166 44 1.6 4.0% 95 95 95 1 NORTHBOUND 733 AM Peak 7167 95 3.3 8.3% 95 95 95 1 NORTHBOUND 753 AM Peak 7167 95 1.5 3.8% 95 95 95 1 NORTHBOUND 818 AM Peak 7166 44 1.5 3.9% 95 95 95 1 NORTHBOUND 818 AM Peak 7167 95 2.4 6.0% 95 95 95 1 NORTHBOUND 1530 PM Peak 7166 44 20.9 52.3% 95 95 95 1 NORTHBOUND 1530 PM Peak 7167 95 21.0 52.4% 95 95 95 1 NORTHBOUND 1540 PM Peak 7166 44 11.4 28.4% 95 95 95 1 NORTHBOUND 1540 PM Peak 7167 95 11.0 27.6% 95 95 95 1 NORTHBOUND 1600 PM Peak 7166 44 32.0 80.0% 95 95 95 1 NORTHBOUND 1600 PM Peak 7167 95 32.0 80.0% 95 95 95 1 NORTHBOUND 1610 PM Peak 7166 44 15.4 38.5% 95 95 95 1 NORTHBOUND 1610 PM Peak 7167 95 15.5 38.7% 95 95 95 1 NORTHBOUND 1620 PM Peak 7166 44 19.0 47.6% 95 95 95 1 NORTHBOUND 1620 PM Peak 7167 95 19.1 47.8% 95 95 95 1 NORTHBOUND 1630 PM Peak. 7166 44 24.2 60.6% 95 95 95 1 NORTHBOUND 1630 PM Peak 7167 95 24.8 61.9% 95 95 95 1 NORTHBOUND 1640 PM Peak 7166 44 17.9 44.7% 95 95 95 1 NORTHBOUND 1640 PM Peak 7167 95 18.0 45.1% 95 95 95 1 NORTHBOUND 1655 PM Peak 7166 44 18.8 46.9% 95 95 95 1 NORTHBOUND 1655 PM Peak 7167 95 14.9 37.2% 95 95 95 1 NORTHBOUND 1710 PM Peak 7166 44 26.9 67.3% 95 95 95 1 NORTHBOUND 1710 PM Peak 7167 95 25.3 63.2% 95 95 95 1 NORTHBOUND 1730 PM Peak 7166 44 17.3 43.3% 95 95 95 1 NORTHBOUND 1730 PM Peak 7167 95 17.4 43.5% 95 95 95 1 NORTHBOUND 1735 PM Peak 7166 44 19.6 99.0% 95 95 95 1 NORTHBOUND 1735 PM Peak 7167 95 19.7 49.3% 95 95 95 0 SOUTHBOUND 603 AM Peak 6695 110 14.3 35.8% 95 95 95 0 SOUTHBOUND 618 AM Peak 6695 110 12.1 30.3% 95 95 95 0 SOUTHBOUND 628 AM Peak 6695 110 11.5 28.8% 95 95 95 0 SOUTHBOUND 628 AM Peak 6695 110 18.9 47.1% 95 95 95 0 SOUTHBOUND 636 AM Peak. 6695 110 13.9 34.6% 95 95 95 0 SOUTHBOUND 643 AM Peak 6695 110 12.2 30.6% 95 95 95 0 SOUTHBOUND 653 AM Peak 6695 110 20.9 52.4% 95 95 95 0 SOUTHBOUND 658 AM Peak 6695 110 10.0 25.1% 95 95 95 0 SOUTHBOUND 700 AM Peak 6645 110 24.0 60.0% NO-TICE Completion of sd, OwIn gi. permit appl'rzthan meet miimun requires litlH i3hiaantl/or the City IN Miami Cock, only. his permit apWmztion vnti reel b be sG,mUed for a pudic rearing In accoratatey44mellnes set forth In the Clryor Miami Code. The appf de decision -marring hotly vig riew the permitapplimationatthe gticheariigartlienM eitliea renmme�co�eanmlaen:on. PZ 984263 01/22/19 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ASTOP 95 95 95 0 SOUTHBOUND 703 AM Peak 6645 110 95 95 95 0 SOUTHBOUND 708 AM Peak 6645 110 95 95 95 0 SOUTHBOUND 713 AM Peak 6645 110 1 95 95 95 0 SOUTHBOUND 718 AM Peak 6645 110 9 95 95 95 0 SOUTHBOUND 720 AM Peak 6645 110 14-4 95 95 95 0 SOUTHBOUND 723 AM Peak 6645 110 14-0 95 95 95 0 SOUTHBOUND 728 AM Peak 6645 110 16.9 95 95 95 0 SOUTHBOUND 730 AM Peak 6645 110 12.4 30.9% 95 95 95 0 SOUTHBOUND 7.33 AM Peak 6645 110 12.5 31.1% 95 95 95 0 SOUTHBOUND 738 AM Peak 6645 110 12.0 29.9% 95 95 95 0 SOUTHBOUND 743 AM Peak 6645 110 13.0 32.6% 95 95 95 0 SOUTHBOUND 758 AM Peak 6645 110 23.8 59.5% 95 95 95 0 SOUTHBOUND 803 AM Peak 6645 110 8.2 20.6% 95 95 95 0 SOUTHBOUND 808 AM Peak 6645 110 16.8 42.1% 95 95 95 0 SOUTHBOUND 813 AM Peak 6645 110 11.5 28.7% 95 95 95 0 SOUTHBOUND 821 AM Peak 6645 110 13.9 34.7% 95 95 95 0 SOUTHBOUND 828 AM Peak 6645 110 13.7 34.2% 95 95 95 0 SOUTHBOUND 838 AM Peak 6645 110 12.6 31.4% 95 95 95 0 SOUTHBOUND 858 AM Peak 6645 110 17.2 43.0% 113 113 113 1 EASTBOUND 620 AM Peak 7166 9 4.1 10.2% 113 113 113 1 EASTBOUND 655 AM Peak 7166 9 4.9 12.2% 113 113 113 1 EASTBOUND 745 AM Peak 7166 9 12.5 31.3% 113 113 113 1 EASTBOUND 830 AM Peak 7166 9 7.5 18.8% 113 113 113 1 EASTBOUND 1540 PM Peak 7166 9 8.4 21.0% 113 113 113 1 EASTBOUND 1630 PM Peak 7166 9 8.9 22.2% 113 113 113 1 EASTBOUND 1715 PM Peak 7166 9 4.7 11.6% 113 113 113 0 WESTBOUND 626 AM Peak 7133 68 10.0 25.0% 113 113 113 0 WESTBOUND 702 AM Peak 7133 68 12.1 30.4% 113 113 113 0 WESTBOUND 743 AM Peak 7133 68 14.9 37.2% 113 113 113 0 WESTBOUND 825 AM Peak 7133 68 11.2 28.0% 113 113 113 0 WESTBOUND 1546 PM Peak 7133 68 8.1 20.2% 113 113 113 0 WESTBOUND 1629 PM Peak 7133 68 8.2 20.5% 113 113 113 0 WESTBOUND 1714 PM Peak 7133 68 7.8 19.5% NO-TICE Completion of staff) w ¢ilex permit appl'rzllan meet ire mitimun requs NStlH iihiaantl/or the City of Miami Cock, only. his permit apWmztion vnti reel et be sh,mbled for a pudic tearing In accondg63e ttliimellnes set forth In the Clryor Miami Code. The applicable deci9on-making hotly vig rmiew the permit application,aa$$pepugtic hearings ld lento either recommAldafio0 afinal detlzion. PZ&-263 q�/�2N9 Station Overtown Metrorail (Southbound) Overtown Metrorail (Northbound) In Metrorail Ridership AM Peak Hour Ridership 15-Minute Counts Out Directional Ridership 248 260 PM Peak Hour Ridership 15-Minute Counts In Calculated Peak Hour Out Directional Ridership 992 1040 Calculated Peak Hour RpUBLIC/y 419 Q- O a NOTICE \` He 5 min, 3 min, 2 Ietion deaf, ro ew indicates permit appeneden meet mem requirement under Muni ]land/orthe City of Miami Code, • ly.nie pemitapWcaton will reel b besoedUed bra puellt ring In accordance WO timelines set bat ty In the Clof Ma Mia Cole. The applicable clacision-maldng body vig re.iew t applicalon at Mepublic hearing and rendereiNea recommendation or a final dedzon. Station In Out Directional Ridership In Out Directional Ridership Headway Overtown Metrorail (Southbound) 620 2480 4 min, 30 sec Overtown Metrorail (Northbound) 280 1120 4 min, 28 sec K:\FTL_TPTO\043157001- Miami Produce\Data \Transt\[Ridership for Metrorail and Metromover.xlsx]Ridership PZ-18-263 01/22/19 Northside Metrorail Station 0 PUBLICNF NW 31 Ave NORTHSIDE SHOPPING CENTER NW 79 St 1 431 NORTH MAP NOT TO SCALE 07/12 NW 19 Ave METRORAIL NW 71 St a Q)Ell NW67St z a, z NW 62 St Santa Clara Metrorail Station giff—e Civic Center Metrorail Station NW 12 Ave • rC�. 0r • o ALLAPATTAH STATION O ni Allapattah Metrorail Station t Mercy Hospital Vizcaya Metrorail Station NOTICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitappticationvnti need et bescheckledeC fora pudic rearing In accordance%NM tlmellnes set forth IntIe Cltyor Miami Castle. The appf tletlecdon-mring body rmiew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. PZ-18-263 01/22/19 1EW C° Q COCONUT GROVE 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 0 METROBUS OTICE Comp taff renew ntlicates permit application m.. '' under Mu L tl/ar tp�C'gypf Miami patle. heal a Me p ity of Mllaml r&raxvntiitimeines set-maMng forth inch! new the natte public healing ldrendellreNew the h the ation healing ision. ereiNea erdaton ar afireldedsion. lkits �Q IEW Ada /https://www. instag am.cnm/gomiamidac 12 (Northbound) WEEKDAY MERCY HOSPITAL VIZCAYA METRORAIL STATION SW 12 AV & 1 ST NW 12 AV & 15 ST ALLAPATTAH METRORAIL STATION NW 71 ST & 12 AV NW 79 ST & 27 AV NORTHSIOE METRORAIL STATION 05:41AM 05:53AM 06:03AM 06:11AM 06:18AM 06:32AM 06:40AM 06:44AM 06:05AM 06:16AM 06:26AM 06:34AM 06:41AM 06:55AM 07:05AM 07:09AM 06:30AM 06:41AM 06:51AM 06:59AM 07:06AM 07:23AM 07:33AM D7:37AM 07:OOAM 07:12AM 07:25AM 07:34AM 07:41AM 07:58AM 08:O8AM DB:12AM 07:30AM 07:42AM 07:55AM 08:05AM 08:12AM 08:28AM 08:38AM DB:42AM 08:OOAM 08.12AM 08.25AM 08.35AM 08.42AM 08.58AM 09.08AM 09.12AM 08:30AM 08:42AM 08:55AM 09:05AM 09:12AM 09:27AM 09:36AM D9:4DAM 09:OOAM 09:12AM 09:23AM 09:32AM 09:39AM 09:54AM 10:03AM 10:07AM 09:30AM 09:42AM 09:53AM 10:02AM 10:09AM 10:25AM 10:34AM 1D:38AM 10:OOAM 10:12AM 10:23AM 10:32AM 10:39AM 10:55AM 11:04AM 11:O8AM 10:30AM 10:42AM 10:53AM 11:02AM 11:D9AM 11:25AM 11:34AM 11:38AM 11:00AM 11'. 12AM 11:23AM 11:32AM 11:39AM 11:55AM 12:04PM 12:08PM 11:30AM 11'.42AM 11:53AM 12:02PM 12:09PM 12:25PM 12:34PM 12:38PM 12:OOPM 12:12PM 12:23PM 12:32PM 12:39PM 12:55PM 01:04PM 01:08PM 12:30PM 12:42PM 12:53PM 01:02PM 01:09PM 01:25PM 01:34PM 01:38PM 01:OOPM 01:12PM 01:23PM 01:32PM 01:39PM 01:55PM 02:05PM 02:09PM 01:30PM 01:42PM 01:53PM 02:02PM 02:09PM 02:26PM 02:36PM D2:40PM 09:00PM 07:17PM 07:73PM 02:37PM 02:39PM 02:56PM 03:06PM 03:10PM 02:30PM 02:42PM 02:53PM 03:03PM 03:10PM 03:29PM 03:39PM 03:43PM 03:00PM 03:13PM 03:25PM 03:35PM 03:42PM 04:01PM 04:11PM 04:15PM 03:30PM 03:43PM 03:55PM 04:05PM 04:12PM 04:31PM 04:41PM D4:45PM 04:00PM 04:13PM 04:25PM 04:35PM 04:42PM 05:01PM 05:11PM 05:15PM 04:30PM 04:43PM 04:55PM 05:05PM 05:12PM 05:30PM 05:40PM 05:44PM 05:00PM 05:13PM 05:25PM 05:35PM 05:42PM 06:OOPM 06:10PM 06:14PM 05:30PM 05:43PM 05:55PM 06:05PM D6:11PM 06:27PM 06:37PM 06:41PM 06:00PM 06:13PM 06:24PM 06:32PM 06:38PM 06:54PM 07:04PM D7:08PM 06:30PM 06:43PM 06:54PM 07:02PM 07:08PM 07:24PM 07:34PM D7:38PM 07:20PM 07:33PM 07:44PM 07:52PM 07:58PM 08:14PM 08:23PM DB:26PM 08:25PM 08:36PM 08:45PM 08:51PM 08:56PM 09:10PM 09:18PM 09:21PM 09:40PM 09:5DPM 09:58PM 10:04PM 10:09PM 10:22PM 10:30PM 10:33PM 10:45PM 10:55PM 11:D3PM 11:09PM 11:14PM 11:27PM 11:34PM 11:37PM Back to previous page 4avascript historygo(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M®� r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=12&rtName=12 1/2 7/9/2018 Routes Schedule - Miami -Dade County NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=12&rtName=12 2/2 7/9/2018 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 0 METROB(JS OTICE Comp taff review nMicates permit application m.. '' under Mu L tl/artp�Cgypf Miami patle. heal a �' McEhra p Mllaml r&raxvntiitimeGvset forth in NeCity of il am the nattthe e tlecpublic healing aldrendereithew the h ation healde ision. ereiNea erdaton ar afireldedsion. lkits �Q IEW ode /hops://www. instag am.cnm/gomiamidac 12 (Scuthbound) WEEKDAY NORTHSIDE METRORAIL STATION NW 79 ST & 27 AV NW 12 AV & 70 ST ALLAPATTAH METRORAIL STATION NW 12 AV & 16 ST SW 12 AV & 2 ST VIZCAYA METRORAIL STATION MERCY HOSPITAL 04:40AM 04:42AM 04:49AM 04:59AM 05:O5AM 05:12AM 05:19AM 05:29AM 05:15AM 05:17AM 05:24AM 05:34AM 05:40AM 05:47AM 05:54AM 06:04AM 05:45AM 05:47AM 05:54AM 06:06AM D6:13AM 06:20AM 06:28AM 06:38AM 06:15AM 06:18AM 06:27AM 06:39AM 06:46AM 06:53AM 07:O6AM 07:18AM 06:35AM 06:38AM 0617AM 06:59AM 07:07AM 07:17AM 07:30AM 07:42AM 06:55AM 06:58AM 07:09AM 07:25AM 07:33AM 07:43AM 07:56AM 08:08AM 07:25AM 07:29AM 07:40AM 07:56AM D8:D4AM 08:14AM 08:27AM 08:39AM 07:55AM 07:59AM 08:10AM 08:26AM D8:34AM 08:44AM 08:57AM 09:09AM 08:25AM 08:29AM 08:40AM 08:56AM 09:04AM 09:14AM 09:26AM 09:38AM 08:55AM 08:59AM 09:10AM 09:24AM 09:31AM 09:41AM 09:53AM 10:O5AM 09:25AM 09:29AM 09:38AM 09:52AM D9:59AM 10:09AM 10:21AM 1133AM 09:55AM 09:59AM 10:08AM 10:22AM 10:29AM 10:39AM 10:51AM 11:03AM 10:25AM 10:29AM 10:38AM 10:52AM 10:59AM 11'.09AM 11:21AM 11:33AM 10:55AM 10:59AM 11:08AM 11:22AM 11:29AM 11 39AM 11:51AM 12:03PM 11:25AM 11:30AM 11:39AM 11:53AM 12:OOPM 12:10PM 12:22PM 12:34PM 11:55AM 12:00PM 12:09PM 12:23PM 12:30PM 12:40PM 12:52PM 01:04PM 12:25PM 12:30PM 12:39PM 12:53PM 01:OOPM 01:10PM 01:22PM 01:34PM 17:55PM 01:OOPM 01:09PM 01:73PM 01:30PM 01:40PM 01:57PM 07:04PM 01:25PM 01:30PM 01:39PM 01:53PM 02:OOPM 02:11PM 02:24PM 02:36PM 01:55PM 02:00PM 02:10PM 02:25PM 02:32PM 02:43PM 02:56PM 03:08PM 02:25PM 02:30PM 02:40PM 02:55PM 03:02PM 03:13PM 03:26PM 03:38PM 02:55PM 03:OOPM 03:11PM 03:26PM 03:33PM 03:44PM 03:57PM 04:09PM 03:25PM 03:30PM 03:41PM 03:56PM 04:03PM 04:14PM 04:27PM 04:39PM 03:55PM 04:00PM 04:11PM 04:27PM D4:34PM 04:45PM 04:58PM 05:10PM 04:25PM 04:30PM 04:41PM 04:57PM 05:D4PM 05:15PM 05:28PM 05:40PM 04:55PM 05:OOPM 05:11PM 05:25PM D5:32PM 05:43PM 05:56PM 06:08PM 05:25PM 05:30PM 05:41PM 05:55PM 06:02PM 06:11PM 06:22PM 06:34PM 05:55PM 06:00PM 06:10PM 06:23PM 06:30PM 06:39PM 06:50PM 07:02PM 06:25PM 06:29PM 06:39PM 06:52PM 06:59PM 07:O8PM 07:19PM 07:31PM 07:OOPM 07:04PM 07:14PM 07:27PM D7:34PM 07:43PM 07:54PM 08:06PM 07:50PM 07:54PM 08:04PM 08:16PM 08:22PM 08:29PM 08:37PM 08:47PM 08:35PM 08:38PM 08:48PM 09:OOPM 09:05PM 09:12PM 09:19PM 09:29PM 09:35PM D9:38PM 09:46PM 09:56PM 10:D1PM 10:08PM 10:15PM 10:25PM 10:45PM 10:48PM 10:56PM 11:06PM 11:11PM 11'. 18PM 11:25PM 11:35PM 11:45PM 11:48PM 11:56PM 12:05AM 12:1DAM 12:17AM 12:24AM 12:34AM Back to previous page pavascript historygo(-1) ) Page Last Edited: Mon Jan 30, 2017 22:39:07 PM MIAMIDADE r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=12&rtName=12 1/2 7/9/2018 Routes Schedule - Miami -Dade County NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=12&rtName=12 2/2 Route 21 Northside Metrorail Station NW 22 Ave NW 19 Ave NW 14 Ave Santa Clara Metrorail Station a) 0 2 0 NW 20 St Jackson Memorial Hospital ■ Bascom Palmer • NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel et be so,mtetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 ALLAPATTAH METRORAIL STATION NW 12 Ave 1 01/22/19 �NW 36 St NW 33 St J I Allapattah Metrorail Station Eye Institute m NW 17 St Z NW 11 St a) co Z 1 NW10St L NW 6 St =f NW5St� 0 a) a N Z L NORTH Flagler St fMiTi MAP NOT TO SCALE 10/2014 SW 1 St Downtown Bus Terminal SW/NW 1 Ave 7/9/2018 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` METROBUS OTICE Comp taff review ntlicates permit application m.. '' under Mu L tl/artp�Cgypf Miami paEe. heal a �' Me p Mllaml rtlaraxvntli4meGvset fmiM1 innihr City of new the natte pu Nan-rreg drenderreview the h the ation healing ision. ereiNea erdaton ar afireldedsion. lkits �Q IEW ode /hops://www. instagram.com/gomiamidac efEEKDAY DOWNTOWN METROBUS TERMINAL NW 9 AV & 17 ST ALLAPATTAH METRORAIL STATION NW 71 ST & 12 AV NW 79 ST & 27 AV NORTHSIDE METRORAIL STATION 05:35AM 05:47AM 05:52AM 06:06AM 06:14AM 06'. 1 BAM 06:05AM 06:19AM 06:25AM 06:39AM 06:47AM 06'. 51AM 06:35AM 06:49AM 06:55AM 07:11AM 07:21AM 07'. 25AM 07:05AM 07:22AM 07:29AM 07:45AM 07:55AM 07'.590M 07:35AM 07:52AM 07:59AM 08:16AM 08:26AM 08'.300M 08.05AM 08.23AM 08.30AM 08.47AM 08.57AM 09 01AM 08:35AM 08:53AM 09:OOAM 09:15AM 09:24AM 09'. 28AM 09:05AM 09:23AM 09:30AM 09:45AM 09:54AM 09'.5BAM 09:35AM 09:53AM 10:01AM 10:17AM 10:26AM 10'.300M 10:O5AM 10:22AM 10:30AM 10:46AM 10:55AM 10 59AM 10:35AM 10:52AM 11:OOAM 11:16AM 11:25AM 11'.29AM 11:05AM 11:22AM 11:30AM 11:46AM 11:55AM 11'.59AM 11:35AM 11:52AM 12:OOPM 12:16PM 12:25PM 12'. 29PM 12:05PM 12:22PM 12:30PM 12:46PM 12:55PM 12'.596M 12:35PM 12:52PM 01:00PM 01:16PM 01:25PM 01'. 29PM 01:05PM 01:22PM 01:30PM 01:46PM 01:55PM 01'.59PM 01:35PM 01:52PM 02:01PM 02:18PM 02:28PM 02.32PM 02:O5PM 07:23PM 02:32PM 07:49PM 02:59PM 03'. 03PM 02:35PM 02:53PM 03:03PM 03:22PM 03:32PM 03'. 36PM 03:05PM 03:23PM 03:33PM 03:52PM 04:02PM 04'.O6PM 03:35PM 03:53PM 04:05PM 04:24PM 04:34PM 04'.38PM 04:05PM 04:23PM 04:35PM 04:54PM 05:04PM 05'.OSPM 04:35PM 04:53PM 05:O5PM 05:23PM 05:33PM 05'. 37PM 05:05PM 05:23PM 05:34PM 05:52PM 06:02PM 06'.05PM 05:35PM 05:53PM 06:04PM 06:20PM 06:30PM 06'.336M 06:05PM 06:20PM 06:27PM 06:43PM 06:53PM 06'.566M 06:35PM 06:50PM 06:57PM 07:13PM 07:23PM 07'. 26PM 07:05PM 07:20PM 07:27PM 07:43PM 07:53PM 07'.566M 07:54PM 08:09PM 08:15PM 08:29PM 08:38PM 08'.416M 08:52PM 09:06PM 09:12PM 09:25PM 09:33PM 09'.356M 10:07PM 10:21PM 10:27PM 10:40PM 10:48PM 10'.50PM 11:38PM 11:50PM 11:55PM 12:O8AM 12:15AM 12'. 17AM Back to previous page Qavascnpt histotygo(-1) ) Page Last Edited: Mon Jan 30, 2017 2.39.07 PM MIMI®� r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=21 &rtName=21 1 /2 7/9/2018 Routes Schedule - Miami -Dade County NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=21 &rtName=21 2/2 7/9/2018 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` METROBUS OTICE Comp taff renew ntlicates permit application m.. '' under Mu L tl/artp�Cgypf Miami patle. heal a �' Me p ity of Mllaml r&raxvntiitimeines set-maMng fortcea in l! new the nattthe e public healing ldrendereithew the h ation healing ision. reiNea erdaton ar afireldedsion. lkits �Q IEW Ada /https://www. instagram.cnm/gomiamidac 21 (Southbound) WEEKDAY NORTHSIDE METRORAIL STATION NW 79 ST & 27 AV NW 12 AV & 70 ST ALLAPATTAH METRORAIL STATION NW 9 AV & 17 ST DOWNTOWN METROBUS TERMINAL 05:26AM 05:28AM 05:35AM 05:45AM 05:52AM 06:03AM 05:52AM 05:54AM 06:01AM 06:13AM 06:21AM 06:33AM 06:15AM 06:18AM 06:27AM 06:39AM 06:47AM 07:03AM 06:39AM 06:42AM 06:51AM 07:07AM 07:17AM 07:33AM 07:05AM 07:09AM 0720AM 07:36AM 07:46AM 08:03AM 07.34AM 07.38AM 07.49AM 08.05AM 08.16AM 08.33AM 08:04AM 08:08AM 08:19AM 08:35AM 08:46AM 09:03AM 08:35AM 08:39AM 08:50AM 09:D6AM 09:16AM 09:33AM 09:09AM 09:13AM 09:22AM 09:36AM 09:46AM 10:03AM 09:40AM 09:44AM 09:53AM 10:07AM 10:16AM 10:33AM 10:09AM 10:14AM 10:23AM 10:37AM 10:46AM 11:03AM 10:39AM 10:44AM 10:53AM 11:07AM 11:16AM 11:33AM 11'.09AM 11:14AM 11:23AM 11:37AM 11:46AM 12:03PM 11'.39AM 11:44AM 11:53AM 12:07PM 12:16PM 12:33PM 12:09PM 12:14PM 12:23PM 12:37PM 12:46PM 01:03PM 12:39PM 12:44PM 12:53PM 01:D7PM 01:16PM 01:33PM 01:09PM 01:14PM 01:23PM 01:37PM 01:46PM 02:03PM 01:38PM 01:43PM 01:57PM 07:D(PM 07:16PM 07:33PM 02:07PM 02:12PM 02:22PM 02:37PM 02:46PM 03:03PM 02:37PM 02:42PM 02:52PM 03:D7PM 03:16PM 03:33PM 03:06PM 03:11PM 03:22PM 03:37PM 03:46PM 04:03PM 03:34PM 03:39PM 03:50PM 04:D6PM 04:16PM 04:33PM 04:04PM 04:09PM 04:20PM 04:36PM 04:46PM 05:03PM 04:36PM 04:41PM 04:52PM 05:D8PM 05:17PM 05:33PM 05:O8PM 05:13PM 05:24PM 05:38PM 05:47PM 06:03PM 05:40PM 05:45PM 05:56PM 06:10PM 06:18PM 06:33PM 06:13PM 06:17PM 06:27PM 06:40PM 06:48PM 07:03PM 07:02PM 07:06PM 07:16PM 07:29PM 07:37PM 07:52PM 08:03PM 08:06PM 08:16PM 08:28PM 08:36PM 08:50PM 09:18PM 09:21PM 09:29PM 09:39PM 09:46PM 10:00PM 10:55PM 10:58PM 11:06PM 11:15PM 11:22PM 11:35PM Back to previous page Oavascript historygo(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M®� r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=21 &rtName=21 1/2 7/9/2018 Routes Schedule - Miami -Dade County NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=21 &rtName=21 2/2 Landmark Learning ■ Center a) z NW 167 St Florida Memorial • College NW 42 Ave a) z NW 159 St NW 157 St NW 37 Ave O < a> NW 206 Terr � 57? NW 203 Terr NW 201 St NW 191 St Carol > City N NW St w St.Thomas > University Opa-locka Tri-Rail Station MDC North Campus MDC served Weekdays and Saturdays only (N) MAP NOT TO SCALE 12/2015 Santa Clara & Civic Center Station a) 20 St 1— 20 St VA NW Hosp=1. 17 St 76 St N N z NW 151 St Opa-locka Blvd 1 c in 135 St NW 32 Ave NW 113 St a �a t NW 110 St CC c0 w Northside Metrorail Station Southbound bus does not enter station Santa Clara Metrorail 33; Station 4 CIVIC CENTER LIBERTY CITY a) GV w z Oa PUBLIC ^ems; NOTICE Completion ofs., reaewinde.es permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnitappticationvnti need et bescheckledeC fora public rearing In accordance%NM tlmellnes set forth In the Gigot Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. PZ-18-263 01/22/19 IEW Co NE 19 St Civic Center (� Metrorail t i Station Adrienne Arsht Center Metromover Station/ Bus Terminal �► NE 17 Terr c0 m NE14St z 02 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` METROB(JS OTICE Comp taff renew ntlicates permit application m.. '' under Mu L tl/ar tp�C'gypf Miami paEe. heal a McEhra p Mllaml r&raxvntiitimeines set-maMng forth incorkumMe the nattep Nan-rreg drender eithew the h the ation healing ision. ereiNea erdaton ar afireldedsion. lkits �Q IEW ode /https://www. instaqram.com/gomiamidac 32 (Northbound) WEEKDAY OMNI TERMINAL / ARSHT NW 12 AV & NW 32 AV & NW 32 AV & NORTHSIDE METRORAIL NW 32 AV & MIAMI DADE COLLEGE OPA-LOCKA TRI-RAIL NW 171 ST & NW 47 AV & 168 NW 47 AV & NW 47 AV & METROMOVER 16 ST 34 ST 36 ST STATION 103 ST NORTH CAMPUS STATION 32 AV TERR 183 ST 199 ST 05:27AM D5:39AM 05:50AM 05:51AM 06:01AM 06:07AM 06:12AM 06:24AM 06:33AM 06:44AM 06:47AM 06:57AM 05:57AM 06:12AM 06:25AM 06:26AM 06:36AM 06:42AM 06:47AM 06:59AM 07:O8AM 07:20AM 07:23AM 07:33AM 06:27AM 06:42AM 06:55AM 06:56AM 07:O6AM 07:12AM 07:17AM 07:30AM 07:39AM 07:51AM 07:54AM 08:04AM 06:57AM 07:13AM 07:27AM 07:28AM 07:38AM 07:44AM D7:49AM 08:02AM 08:11AM 08:23AM DB:26AM 08:36AM 07:27AM D7:43AM 07:57AM 07:58AM 08:08AM 08:14AM 08:19AM 08:32AM 08:41AM 08:53AM DB:56AM 09:D6AM 07:57AM DB:13AM 08:27AM 08:28AM 08:38AM 08:44AM 08:49AM 09:02AM 09:11AM 09:23AM 09:26AM 09:36AM 08:27AM OB:43AM 08:57AM 08:58AM 09:O8AM 09:14AM 09:19AM 09:32AM 09:41AM 09:53AM 09:56AM 10:06AM 08:57AM 09:13AM 09:28AM 09:29AM 09:39AM 09:45AM 09:50AM 10:03AM 10:12AM 10:24AM 10:27AM 10:37AM 09:27AM D9:43AM 09:58AM 09:59AM 10:09AM 10:15AM 10:20AM 10:33AM 10:42AM 10:54AM 10:57AM 11:07AM 09:47AM 10:03AM 10:18AM 10:19AM 10:29AM 10:35AM 10:40AM 10:53AM 11:02AM 11:14AM 11:17AM 11:27AM 10:15AM 1D:31AM 10:46AM 10:47AM 10:57AM 11:03AM 11:08AM 11:21AM 11:30AM 11:42AM 11:45AM 11:55AM 10:47AM 11:03AM 11:18AM 11:19AM 11:29AM 11:35AM 11:40AM 11:53AM 12:02PM 12:14PM 12:17PM 12:27PM 11:19AM 11:35AM 11:50AM 11:51AM 12:01PM 12:07PM 12:12PM 12:25PM 12:34PM 12:46PM 12:49PM 12:59PM 11:51AM 12:07PM 12:22PM 12:23PM 12:33PM 12:39PM 12:44PM 12:57PM 01:06PM 01:18PM 01:21PM 01:31PM 12:23PM 12:39PM 12:54PM 12:55PM 01:05PM 01:11PM 01:16PM 01:29PM 01:38PM 01:50PM 01:53PM 02:03PM 12:55PM 01:11PM 01:26PM 01:27PM 01:37PM 01:43PM 01:48PM 02:01PM 02:11PM 02:23PM 0227PM 02:37PM 01'27PM D1'43PM 01'58PM 01'59PM 02'11PM 02'18PM 0223PM 02.36PM 02'46PM 02.58PM 03'02PM 03'12PM 01:59PM D2:17PM 02:33PM 02:34PM 02:46PM 02:53PM 02:58PM 03:11PM 03:21PM 03:33PM 03:37PM 03:47PM 02:31PM 02:49PM 03:05PM 03:06PM 03:18PM 03:25PM 03:30PM 03:43PM 03:53PM 04:05PM 04:09PM 04:19PM 03:01PM 03:19PM 03:35PM 03:36PM 03:48PM 03:55PM 04:00PM 04:13PM 04:23PM 04:35PM 04:39PM 04:49PM 03:31PM 03:49PM 04:05PM 04:O6PM 04:18PM 04:25PM 04:30PM 04:43PM 04:53PM 05:O5PM 05:09PM 05:19PM 04:01PM 04:19PM 04:35PM 04:36PM 04:48PM 04:55PM 05:00PM 05:13PM 05:23PM 05:35PM 05:39PM 05:49PM 04:31PM 04:49PM 05:05PM 05:06PM 05:18PM 05:25PM 05:30PM 05:43PM 05:53PM 06:05PM 06:D9PM 06:19PM 05:01PM D5:19PM 05:35PM 05:36PM 05:48PM 05:55PM 06:00PM 06:13PM 06:23PM 06:35PM 06:39PM 06:49PM 05:31PM 05:49PM 06:05PM 06:06PM 06:18PM 06:25PM 06:30PM 06:43PM 06:53PM 07:O5PM 07:O8PM 07:17PM 06:01PM 06:19PM 06:35PM 06:36PM 06:48PM 06:55PM 07:OOPM 07:11PM 07:20PM 07:30PM 07:33PM 07:42PM 06:31PM 06:49PM 07:D5PM 07:06PM 07:17PM 07:23PM 07:28PM 07:39PM 07:48PM 07:58PM 08:01PM 08:10PM 07:01PM 07:16PM 07:28PM 07:29PM 07:40PM 07:46PM 07:51PM 08:02PM 08:11PM 08:21PM 08:24PM 08:33PM 07:31PM 07:46PM 07:58PM 07:59PM 08:10PM 08:16PM 08:21PM 08:32PM 08:41PM 08:51PM 08:54PM 09:D3PM 08:07PM OB:22PM 08:34PM 08:35PM 08:46PM 08:52PM 08:57PM 09:08PM 09:16PM 09:26PM 09:29PM 09:37PM 09:07PM 09:21PM 09:32PM 09:33PM 09:42PM 09:47PM D9:52PM 10:02PM 10:10PM 10:20PM 10:23PM 10:31PM 10:07PM 10:21PM 10:32PM 10:33PM 10:42PM 10:47PM 10:52PM 11:02PM 11:10PM 11:20PM 11:23PM 11:31PM Back to previous page Oavascript histoy..go(-1) ) Page Last Edited: Mon Jan 30, 2017 2.39.07 PM MIAM = r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=32&rtName=32 1/2 7/9/2018 Routes Schedule - Miami -Dade County NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=32&rtName=32 2/2 7/9/2018 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 32 (Scuthbound) WEEKDAY METROBUS OTICE Comp taff renew ntlicates permit application m.. '' under Mu L tl/ar tp�C'gypf Miami patle. heal a meEhra p Mllaml r&raxvntiitimeines set-maMng fortcce in hell d the natte tlecpublic n-r ng render rtiiew the h the ation healing ision. ereiNea erdaton ar afireldedsion. lkits ode IEW /https://www. instaqram.com/gomiamidac NW 47 AV & NW 47 AV & NW 168 NW 171 ST & NW OPA-LOCKA TRI-RAIL MIAMI DADE COLLEGE NORTH NW 32 AV & NW 32 AV & 79 NW 32 AV & 36 NW 32 AV & 34 NW 12 AV & 16 OMNI TERMINAL / ARSHT 199 ST TERR 32 AV STATION CAMPUS 103 ST ST ST ST ST METROMOVER 04:48AM 04:55AM 05:04AM 05:12AM 05:23AM 05:27AM 05:33AM 05:41AM 05:42AM 05:54AM 06:D5AM 05:10AM 05:17AM 05:26AM 05:34AM 05:45AM 05:49AM 05:55AM 06:04AM 06:05AM 06:18AM 06:29AM 05:38AM 05:45AM 05:54AM 06:02AM 06:13AM 06:1BAM 06:25AM 06:34AM 06:35AM 06:48AM 06:59AM 06:OOAM 06:07AM 06:18AM 06:26AM 06:37AM D6:42AM 06:49AM 06:58AM 06:59AM 07:15AM 07:29AM 06:24AM 06:31AM 06:42AM 06:50AM 07:04AM 07:09AM 07:17AM 07:28AM 07:29AM 07:45AM 07:59AM 06:51AM 06:58AM 07:11AM 07:20AM 07:34AM 07:39AM 07:47AM 07:58AM 07:59AM 08:15AM 08:29AM 07:19AM 07:28AM 07:41AM 07:50AM 08:04AM 08:09AM 08:17AM 08:28AM 08:29AM 08:45AM 08:59AM 07:49AM 07:58AM 08:11AM 08:20AM 08:34AM 08:39AM 08:47AM 08:58AM 08:59AM 09:15AM 09:29AM 08:21AM 08:30AM 08:43AM 08:52AM 09:06AM 09:11AM 09:18AM 09:28AM 09:29AM 09:45AM 09:59AM 08:51AM 09:00AM 09:14AM 09:23AM 09:36AM 09:41AM 09:48AM 09:58AM 09:59AM 10:15AM 10:29AM 09:22AM 09:30AM 09:44AM 09:53AM 10:06AM 10:11AM 10:18AM 10:28AM 10:29AM 10:45AM 10:59AM 09:54AM 10:02AM 10:16AM 10:25AM 10:38AM 10:43AM 10:50AM 11:OOAM 11:01AM 11:17AM 11:31AM 10:26AM 10:34AM 10:48AM 10:57AM 11:10AM 11:15AM 11:22AM 11:32AM 11:33AM 11:49AM 12:03PM 10:58AM 11:06AM 11:20AM 11:29AM 11:42AM 11:47AM 11:54AM 12:04PM 12:05PM 12:21PM 12:35PM 11:30AM 11:38AM 11:52AM 12:01PM 12:14PM 12:19PM 12:26PM 12:36PM 12:37PM 12:53PM 01:07PM 12:02PM 12:10PM 12:24PM 12:33PM 12:46PM 12:51PM 12:58PM 01:08PM 01:09PM 01:25PM 01:39PM 12.33PM 12'41PM 12.55PM 01'04PM 0117PM 01'22PM 01'29PM 01'39PM 01'40PM 01'56PM 02'11PM 01:04PM 01:12PM 01:26PM 01:35PM 01:48PM 01:53PM 02:DOPM 02:11PM 02:12PM 02:28PM 02:43PM 01:36PM 01:44PM 01:58PM 02:07PM 02:20PM 02:25PM 02:32PM 02:43PM 02:44PM 03:OOPM 03:15PM 02:08PM 02:16PM 02:30PM 02:39PM 02:52PM 02:57PM 03:04PM 03:15PM 03:16PM 03:32PM 03:47PM 02:40PM 02:48PM 03:02PM 03:11PM 03:24PM 03:29PM 03:36PM 03:47PM 03:48PM 04:04PM 04:19PM 03:11PM 03:19PM 03:33PM 03:42PM 03:55PM 04:00PM 04:D7PM 04:18PM 04:19PM 04:34PM 04:49PM 03:39PM 03:47PM 04:03PM 04:12PM 04:25PM 04:30PM 04:37PM 04:48PM 04:49PM 05:04PM 05:19PM 04:O8PM 04:17PM 04:33PM 04:42PM 04:55PM 05:00PM 05:07PM 05:18PM 05:19PM 05:34PM 05:49PM 04:38PM 04:47PM 05:03PM 05:12PM 05:25PM 05:30PM 05:37PM 05:48PM 05:49PM 06:04PM 06:19PM 05:08PM 05:17PM 05:33PM 05:42PM 05:55PM 06:00PM 06:07PM 06:18PM 06:19PM 06:34PM 06:49PM 05:41PM 05:50PM 06:06PM 06:15PM 06:28PM 06:33PM 06:40PM 06:51PM 06:52PM 07:07PM 07:19PM 06:19PM 06:28PM 06:44PM 06:53PM 07:06PM 07:11PM 07:16PM 07:24PM 07:25PM 07:37PM 07:49PM 07:04PM 07:12PM 07:24PM 07:32PM 07:44PM 07:49PM 07:54PM 08:02PM 08:03PM 08:15PM 08:27PM 07:34PM 07:42PM 07:54PM 08:02PM 08:14PM 08:19PM 08:24PM 08:32PM 08:33PM 08:45PM 08:57PM 08:38PM 08:46PM 08:58PM 09:06PM 09:17PM D9:21PM 09:26PM 09:33PM 09:34PM 09:46PM 09:57PM 09:41PM 09:48PM 09:58PM 10:06PM 10:17PM 10:21PM 10:26PM 10:33PM 10:34PM 10:46PM 10:57PM Back to previous page Oavascript history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2.39.07 PM MIAM = r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=32&rtName=32 1/2 7/9/2018 Routes Schedule - Miami -Dade County NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be sormUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=32&rtName=32 2/2 Carol City MIAMI GARDENS DR / NW 73 AVE PARK & RIDE P r 95 EXPRESS GOLDEN GLADES NW 186 St / 183 St / M. Gardens Dr CIVIC CENTER A.M. P.M. MAKES ALL LOCAL STOPS S. OF 22 ST NW 14 Ave ■■■ 21 St rQ SANTA CLARA 17 St V.A. HOSP. 16 St (I CIVIC !' CENTER ■■■ 22 St 14 St PM A 20 St a) Z(NI JAC KSO N HOSP. NW12St 41 St a571111111116k a) m > > a a 0') CO Dora! 175 St SR-826 GOLDEN GLADES PARK & RIDE WEST LOT Golden Glades EXPRESS LANES EARLINGTON HEIGHTS STA. SRNA2 NW 36 St NORTH 06/2016 (see detail above) Civic Ctr Ives Aventura EAST LOT NOTICE Completion of Male review indicates permit application meet miirmen requirements under Miami 31andor Me City of Miami Code, only. m, permit appecation will need Mi,exnmuea Mr `pudk Haring InaccoNanG? ciM4mellnesset fort lntM1e Clyof Miamifie.T pptirade tlecison-malting Yo vnll reNex tern -.- a) Miami > Gardens Dr N ■ 0. T ■ \v 5St■■■ GVT CTR DNTWN TERM. rn N JC PENNEY NORDSTROM jVERTOWN STA. W.D. FERG. STATION ... NW 1 St DOWNTOWN LIMITED STOPS 0 Downtown www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS i app5 INFORMATION : INFORMACION : EN5F4o sYON 0 ®( ©GoMiamiDade MDT TRACKER i EASY PAY MIAMI i MDT TRANSIT WATCH 0311 OR 305.468.5900 (TDD:305.468.5402) MIAMIDADE COUNTY 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 95(Northbound) WEEKDAY METROBUS OTICE Comp taff renew ntlicates permit application m.. under Mu L tl/aCctypf Miami patle. heal a �' McEhra p Mllaml r&raxvnNtimeines set-maMng Way Neaty of l.iew the natte tlublichalingadrendereiiew the t Lion publichealingision. ntlereiNea erdaton ar afireltletlsion. lkits ode IEW /https://www. insta9 am.com/gomiamidac NW 87 AV & NW 41 ST NW 36 ST & EARLINGTON HEIGHTS SANTA CLARA STA & NW 16 ST NW 16 ST NW 8 ST SE 1 ST GOLDEN GLADES P&R GOLDEN GLADES P&R BUS TERMINAL AT NW 73 AV NW 36 ST & 97 AV MILLER DR METRORAIL STATION 2050 NW 12 AV & 12 AV & 12 AV & 1 CT & 1 AV (WEST LOT) (EAST LOT) AVENTURA MALL 8186 ST - - - 05:50AM 06:10AM 06:12AM - - 06:18AM - 06:42AM 06:44AM - - - 06:33AM 06:53AM 06:55AM - - 06:48AM - 07:13AM 07:15AM - - - - 06:53AM 07:13AM 07:15AM - - - - 07:09AM 07:29AM 07:31AM - - - - 07:24AM 07:44AM 07:46AM - - 07:33AM - 07:58AM 08:00AM - - - 07:39AM 07:59AM 08:01AM - - 07:44AM - 08:09AM 08:11AM - - - 07:49AM 08:09AM 08:11AM - - - - 07:54AM 08:14AM 08:16AM - - - - 07:59AM 08:19AM 08:21AM - - - - 08:04AM 08:24AM 08:26AM - - - 08:09AM 08:29AM 08:31AM - - 08:18AM - 08:43AM 08:45AM - - - 08'19AM 08.39AM 08'41AM - - - - 08:29AM 08:49AM 08:51AM - - - - 08:44AM 09:04AM 09:06AM - - - - 08:59AM 09:19AM 09:21AM - - - - 09:20AM 09:40AM 09:42AM - - - - 09:50AM 10:10AM 10:12AM - - - 03:D2PM 03:10PM 03:36PM 03:38PM - 03:22PM 03:30PM 03:56PM 03:58PM 03:27PM 03:30PM - 03:54PM 03:56PM 03:37PM 03:40PM - 04:11PM 04:13PM - 03:37PM 03:45PM 04:13PM 04:15PM - 03:52PM 04:OOPM 04:28PM 04:30PM 03:57PM 04:OOPM - 04:31PM 04:33PM - 03:57PM 04:05PM 04:33PM 04:35PM 04:07PM 04:10PM - 04:41PM 04:43PM - 04:D7PM 04:15PM 04:43PM 04:45PM - 04:12PM 04:20PM 04:48PM 04:50PM 04:17PM 04:20PM - 04:51PM 04:53PM - - - 04:17PM 04:25PM 04:53PM 04:55PM - 04:22PM 04:30PM 04:58PM 05:00PM 04:27PM 04:30PM - 05:01PM 05:03PM - 04:27PM 04:35PM 05:03PM 05:05PM - 04:32PM 04:40PM 05:08PM 05:10PM - - - 04:37PM 04:45PM 05:13PM 05:15PM - 04:42PM 04:50PM 05:18PM 05:20PM 04:42PM 04:45PM - 05:16PM 05:18PM - 04:47PM 04:55PM 05:23PM 05:25PM - 04:52PM 05:00PM 05:28PM 05:30PM 04:57PM 05:OOPM - 05:31PM 05:33PM 05:33PM 05:35PM 05:35PM 05:37PM 05:38PM 05:40PM 05:43PM 05:45PM 04:57PM 05:05PM 04:59PM 05:07PM 05:02PM 05:10PM 05:07PM 05:15PM 05:25PM 05:10PM 05:50PM r 05:08PM 05:29PM 06:06PM 06:13PM - - - 06:34PM 06:36PM - 05:12PM 05:20PM 05:48PM 05:50PM 05:12PM 05:15PM - 05:46PM 05:48PM 06'20PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Northbound&rt=95&rtName=95%20Express%20Golden%20Glades 1/2 7/9/2018 Routes Schedule - Miami -Dade County - - - 05:17PM 05:25PM 05:53PM 05:55PM - - - 05:22PM 05:30PM 05:58PM 06:00PM - 05:27PM 05:35PM 06:03PM 06:05PM 05:32PM 05:35PM - 06:06PM 06:08PM - 05:37PM 05:45PM 06:13PM 06:15PM - - - 05:52PM 06:OOPM 06:24PM 06:26PM - 06:07PM 06:15PM 06:39PM 06:41PM 06:07PM 06:10PM - 06:30PM 06:32PM - 06:22PM 06:30PM 06:54PM 06:56PM - 06:52PM 07:OOPM 07:24PM 07:26PM - 07:22PM 07:30PM 07:54PM 07:56PM Back to previous page (javascript historygo(-1)) Page Last Edited: Mon Jan 30, 2017 2.39.07 PM MIAMk� 06:40PIT NOTICE Completion of staff review indicates pernitappianon meet mirimum requirements antler Miami nand/or the City. Miami Code, wy.T is perm[ application winneatl to be scheduled br public Iresing maccordancewitl, timelines set forth In the city of Miami code. The applcade decitpelyalarglacce reNew the pemdappf atondaNe publichearing aatl rents eitiera recommendation or a final decision. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=95&rtName=95%20Express%20Golden%20Glades 2/2 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 95 (Sauthbound) WEEKDAY METROBUS OTICE Comp taff renew ntlicates permit application m.. '' under Mu L tl/ar tp�C'gypf Miami paEe. heal a meEhra p Mllaml r&raxvntiitimeines set-maMng forth inihr cityor am MIan Valle the p Nan-rreang dway ethrender review the h ation healing lde ision. ntlereiNea erdaton ar afireltletlsion. lkits ode IEW /https://www. insta9 am.com/gomiamidac NW 186 ST & BUS TERMINAL AT GOLDEN GLADES P&R GOLDEN GLADES P&R NW 8 ST & SE 1 ST & SANTA CLARA STA & NW 16 ST & EARLINGTON HEIGHTS NW 36 ST & NW 97 AV & NW 87 AV & 73 AV AVENTURA MALL (EAST LOT) (WEST LOT) 1 CT 1 AV 2050 NW 12 AV 12 AV METRORAIL STATION EAST DR 41 ST 8 3737 - D5:28AM 05:30AM 05:46AM 05:50AM 05:40AM - 06:08AM 06:10AM 06:31AM 06:33AM - - 05:58AM 06:OOAM 06:19AM 06:23AM - - 06:D1 AM 06:03AM - - D6:16AM 06:18AM - D6:18AM 06:20AM 06:39AM 06:43AM 06:22AM - 06:58AM 07:OOAM 07:26AM 07:29AM - 06:25AM 06:51AM 06:53AM - D6:28AM 06:30AM 06:49AM 06:53AM - - D6:31AM 06:33AM - - 06:38AM 06:4DAM 07:04AM 07:09AM - - 06:44AM 06:46AM - - D6:45AM 06:47AM 07:11AM 07:16AM - 06:53AM 06:55AM 07:19AM 07:24AM 06:54AM 07:21AM 07:23AM 06:57AM - 07:33AM 07:35AM 08:01AM 08:04AM - 07'03AM 07'05AM 07'29AM 07'34AM - - 07:06AM 07:08AM - - 07:08AM 07:10AM 07:34AM 07:39AM - - 07:11AM 07:13AM - 07:13AM 07:15AM 07:39AM 07:44AM - 07:14AM D7:41AM 07:43AM - 07:16AM 07:18AM - - 07:18AM 07:20AM 07:44AM 07:49AM - - 07:20AM 07:22AM 07:46AM 07:51AM - - 07:23AM 07:25AM 07:49AM 07:54AM - - D7:28AM 07:30AM 07:54AM 07:59AM - - D7:30AM 07:32AM 07:56AM 08:01AM - 07:31AM 07:33AM 07:32AM - 08:O8AM 08:10AM 08:36AM 08:39AM - - 07:35AM 07:37AM 08:01AM 08:06AM - - D7:38AM 07:40AM 08:04AM 08:09AM - - 07:43AM 07:45AM 08:09AM 08:14AM - - 07:48AM 07:50AM 08:14AM 08:19AM - - 07:53AM 07:55AM 08:19AM 08:24AM - - D7:56AM 07:58AM - - D7:58AM 08:00AM 08:24AM 08:29AM - - 08:03AM 08:O5AM 08:29AM 08:34AM - - 08:13AM 08:15AM 08:39AM 08:44AM - - D8:16AM 08:18AM - - 08:18AM 08:20AM 08:44AM 08:49AM - - 08:28AM 08:30AM 08:54AM 08:59AM - - 08:38AM 08:40AM 09:04AM 09:09AM - - 08:58AM 09:OOAM 09:16AM 09:20AM - - D9:28AM 09:30AM 09:46AM 09:50AM - - 02:23PM 02:25PM 02:45PM - - - 03:28PM 03:30PM 03:50PM - - - 04:OOPM 04:02PM 04:22PM - - - 04:15PM 04:17PM 04:37PM - - - D4:17PM 04:19PM - - - - D4:32PM 04:34PM - - - 05'O5PM 05'07PM 05'27PM - 04:42PM 04:57PM 06:18AM 06:33AM 07:14AM 06:48AM 07:44AM 07:28AM 07:33AM 08:04AM 07:38AM 07:53AM 08:18AM 08:38AM 07:OOAM 07:11AM 07:29AM 07:42AM r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Southbound&rt=95&rtName=95%2OExpress%2OGolden%2OGlades 1/2 7/9/2018 Routes Schedule - Miami -Dade County 05:40PM 06:15PM Back to previous page Oevescript. history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2.39.07 PM MIAM� 05:42PM 06:02PM 06:17PM 06:35PM NOTICE CompWean of staff review ntlical. permit application nee minimum requirements under Mani gland/or theCity of Miami Cade, only. This perk application WU need to be YMtlrled fora a public homing In accordanwfM tin1melnes set forth in Me Clryor Miami Catle.The applicable decision-rreang hotly will redew Mepamt application at Mepubfc hearing and render eilhea recommendation or a final decision PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Southbound&rt=95&rtName=95%20Express%20Golden%20Glades 2/2 itim___ 1 Park & 1 Ride Lot ti • Park & Ride Lot • • •LIMITED STOP IN BROWARD COUNTY N DOWNTOWN Route 95 Ft. LAUDERDALE Broward Blvd. Ft. Lauderdale Tri-Rail Station 1 112 1 1 1 1 1 NW 16 St NW 14 St NW 12 St BROWARD COUNTY MIAMI-DADE COUNTY MAP NOT TO SCALE 11/2015 Dade/Bro Broward Bouleva to Civic Center 1 AM SERVES ALL LOCAL STOPS Santa Clara SOUTH OF Metrorail NW 22 ST. Station NW 14 Ave 1 1-- NW 22 St m N z L Civic Center Metrorail Station Richard E. Gerstein Justice Building L ■ Jackson Memorial Hospital ■ NW 16 St NW12St PM SERVES ALL Santa Clara LOCAL STOPS Metrorail SOUTH OF (and including) Station SANTA CLARA a) METRORAIL Jackson STATION Memorial Hospital ■ a)tNW16St Civic Center r Metrorail z Station NW 21 St 7/9/2018 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 295(Northbound) NEEKDw: SANTA CLARA STA&2050 NW12 AV NW16 ST&12 AV 05:57AM 06:27AM 06:57AM 07:27AM 07:57AM 03:05PM 03:09PM 03:35PM 03:39PM 04:05PM 04:09PM 04:35PM 04:39PM 05:05PM 05:09PM 05:35PM 05:39PM 06:05PM 06:09PM 06:35PM 06:39PM 07:05PM 07:09PM 07:35PM 07:39PM 08:05PM 08:09PM Back to previous page (favascdpt. histop<go(-1)) Page Last Edited: Mon Jan 30, 2017 2'39'07 PM MIAM OTICE CompQllstaff reviewndicates permit application mre¢ '' under Mu L tl/IV Cgypf Miami Cotlg heal a i eat, of p Mllaml r&rcevnNtimeGvset forth in Nel.iew the n at theLion orchealing ald ldeision. ereiNea erdaton or afireldedsion. lkits Ada IEW /https://www. instagram.com/gomiamidac METROB(JS BROWARD BLVD PARK & RIDE 06:32AM 07:02AM 07:32AM 08:02AM 08:32AM 03:49PM 04:19PM 04:49PM 05:19PM 05:49PM 06:19PM 06:49PM 07:19PM 07:49PM 08:19PM 08:49PM r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Northbound&rt=295&rtName=95%20Express%20Broward%20BIvd%20-... 1/2 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 295 (Sauthhound) V /EEKD BROWARD BLVD PARK & RIDE SANTA CLARA STA & 2050 NW 12 AV 05:30AM - 06:OOAM 06:30AM 07:OOAM 07:30AM 08:OOAM 08:30AM 09:OOAM 04:07PM 04:45PM 04:37PM 05:15PM 05:07PM 05:45PM 05:37PM 06:15PM 06:07PM 06:45PM 06:37PM 07:15PM 07:07PM 07:45PM Back to previous page (javascript historygo(-1) ) Page Last Edited: Man Jan 30, 2017 2:39:07 PM MIAM METROB(JS OTICE Comp toff renewntlicates permit application meet '' under v L tl/art C'gypf Miami cotlg heal a thecty public health r&rce clectimefrvseg forth in lr .iew the natte public healing ngdrenry dellrenew Cie at tonc,khealde ision. tlereiNea erdaton ar afireldedsion. lkits de IEW /https://www. instagram.com/gomiamidac NW16ST&12 AV 06:10AM 06:40AM 07:10AM 07:40AM 08:10AM 08:40AM 09:10AM 09:40AM r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Southbound&rt=295&rtName=95%2OExpress%2OBroward%2OBIvd%20-... 1/2 4a 0 pUBLICy 4,74 0 rn N z Sheridan Street Tri-Rail Station Park & Ride Lot SLIMITED STOP IN BROWARD COUNTY a) a z NW 16 St NW 14 St NW 12 St Sheridan St HOLLYWOOD BROWARD COUNTY Route 95 Dade/Bro Sheridan Street to Civic Center MIAMI-DADE COUNTY n • • NOTICE W Miami C on Si or hra i c a t earyor iCa e. The applicable decision-maldngbodyvillreNew permt application at theepublic hearing artl render ei lea recommtionor a final Eedsion. 5 8-263 /22/19 Q AM SERVES ALL LOCAL STOPS Santa Clara SOUTH OF Metrorail NW 22 ST. Station NW 14 Ave 1 1 % NW22St NW 12 Ave L Civic Center Metrorail Station Richard E. Gerstein Justice Building ■ Jackson Memorial Hospital ■ NW 16 St NW 12 St PM SERVES ALL Santa Clara LOCAL STOPS SOUTH OF Metrorail Station (and including) SANTA CLARA METRORAIL STATION a) N z a) Civic Center Metrorail Station ■ 1 1 NW 21 St Jackson Memorial Hospital ■ 1NW16St NW 14 St r MAP NOT TO SCALE 11/2015 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 296 (Northbound) NEEKDAY SANTA CLARA STA & 2050 NW 12 AV NW 16 ST & 12 AV 06:10AM 06:40 AM 07:10AM 07:40 AM 03:10PM 03:14PM 03:40PM 03:44PM D4:10PM 04:14PM 04:40PM 04:44PM 05:10PM 05:14PM 05:40PM 05:44PM 06:10PM 06:14PM 06:40PM 06:44PM 07:10PM 07:14PM 07:40PM 07:44PM 08:10PM 08:14PM Back to previous page (javascript histoygo(-1) ) Page Last Edited: Man Jan 30, 2017 2:39:07 PM MIAM OTICE CompIAllstaff fenewntlicates permit application mese '' under Mu L tl/V Cgypf Miami p.o.e a i ecityra public Miami rtlaraxvntlition-rvseg foM in it iew thethetlecNaheatin ad[dydellrenew Cie at tonc,kheatind6al. tlereiNea erdaton ar afireldedsion. lkits METROB(JS SHERIDAN STREET TRI-RAIL STATION 06:42AM 07:12AM 07:42AM 08:12AM 03:55PM 04:25PM 04:55PM 05:25PM 05:55PM 06:25PM 06:55PM 07:25PM 07:55PM 08:25PM 08:55PM ode IEW /https://www. instagram.c0m/gomiamidac r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Northbound&rt=296&rtName=95%20Express%20Sheridan%20St%20-%... 1/2 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` 296 (Sauthbound) VVEEKD' SHERIDAN STREET TRI-RAIL STATION SANTA CLARA STA & 2050 NW 12 AV 05:20AM - 05:50AM - O 6:20AM - 06:50AM - 07:20AM - 07:50AM - O 8:20AM - 08:50AM - 04:24PM 04:55PM 04:54PM 05:25PM 05:24PM 05:55PM 05:54PM 06:25PM 06:24PM 06:55PM 06:54PM 07:25PM 07:24PM 07:55PM Back to previous page (javascript histoygo(-1) ) Page Last Edited: Man Jan 30, 2017 2:39:07 PM MIAM METROB(JS OTICE Comptoff fellow hem. permit application meet '' under v L tl/art C'gypf Miami p.o.e a ihecityra public hrenn r&rceclection-wing forth in i iew the natte tlecNahealin a render Cie at tonc,kheaAnd9al. tlereiNea erdaton ar afireldedsion. lkits �Q IEW ode /https://www. instagram.com/gomiamidac NW 16 ST& 12 AV 05:57AM 06:2TAM 06:5TAM 07:27AM 07:57AM 08:27AM 08:57AM 09:27AM r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Southbound&rt=296&rtName=95%20Express%20Sheridan%20St%20-%... 1/2 a) > 22St N 21 St, W rn a) � VA Hospital zCivic Center • <ob Metrorail J Jackson� Station Memorial % Hospital 0 NW NW 20 St 14 St NW a) Q c1) Z NW 17 St 4 MIAMI www.miamidade.gov/transit 0 ©� @GoMiamiDade ppPStore Adrienne Arsht Center Metromover Station/ Omni Metrobus O� Terminal ,�o° �As NW/NE 14 St Miami . Children's Museum •Jungle Island Mt. Sinai Hospital 17 St NOTICE Complefion of staff resew indicates permit application need mein-nen requirements under Miami 31andbr the city of Miami Code, only. Ms permit amokaton will need to he sed d fora publice hearing In clonvAM amellnes set fonhlntheCltyof MiamiC Usablepecison-making bpdy mill review thepmnt app zt the public hearing and render etches recou2q • atlon or a fireldetlson. SOUTH BEACH > c O 0) c 5 St L South Pointe Dr, MIAMI BEACH 0 Lincoln Rd DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION:INFORMACION:ENFOMASYON MIAMI•DADE MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 OR 305.468.5900 (TDD: 305.468.5402) COUNTY rr 1V``'� vl O 0 NORTH MAP NOT TO SCALE 06/2017 7/9/2018 Routes Schedule - Miami -Dade County ) Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` METROB(JS OTICE Comptaff renew ntlicates permit application meet '' under Mu L tl/artCgypf Miami Cotle tlAy a � iI1eCity i9 a p aM1earin In ccortlancewi aimefoes setforiM1 in the Cityof Mlan�lkdationable ,an-neengPay will renew to at the public healigad render either edaton ar afireltledsion. lkits IEWGOV /https://www. instag am.com/gomiamidar 113 (Eastbound) WEEKDAY NW 21 AV & NW 12 AV & OMNI TERMINAL / ARSHT ALTON RD & 5 ST & ALTON RD & LINCOLN LINCOLN RD & INDIAN CREEK DR & 41 ST & 41 ST & MT SINAI ALTON RD & 22 ST 15 ST METROMOVER 2 ST LENOX AV RD MALL JAMES AV 43 ST MERIDIAN AV ALTON RD HOSPITAL 39 ST 05:42AM 05:48AM 05:58AM 06:D8AM 06:13AM 06:21AM D6:26AM 06:35AM 06:42AM 06:43AM 06:45AM 06:47AM 06:20AM 06:27AM 06:39AM 06:49AM 06:54AM 07:04AM 07:10AM 07:20AM 07:27AM 07:29AM 07:31AM 07:33AM 06:55AM 07:03AM 07:16AM 07:27AM 07:33AM 07:43AM D7:49AM 07:59AM 08:O6AM 08:08AM 08:1DAM 08:12AM 07:45AM 07:53AM 08:D6AM 08:17AM 08:23AM 08:33AM DB:39AM 08:51AM 08:58AM 09:00AM 09:02AM 09:D4AM 08:30AM 08:38AM 08:51AM 09:D2AM 09:08AM 09:18AM D9:25AM 09:37AM 09:44AM 09:46AM 09:40AM 09:50AM 09:15AM 09:23AM 09:37AM 09:48AM 09:54AM 10:04AM 10:11AM 10:23AM 10:30AM 10:32AM 10:34AM 09:55AM 10:03AM 10:17AM 10:28AM 10:34AM 10:44AM 1D:51AM 11'.03AM 11:10AM 11:12AM 11'. 14AM 10:55AM 11:03AM 11:17AM 11:28AM 11:34AM 11:44AM 11:51AM 12:03PM 12:10PM 12:12PM 12:14PM 11:55AM 12:03PM 12:17PM 12:28PM 12:34PM 12:44PM 12:51PM 01:03PM 01:10PM 01:12PM 01:14PM 12:55PM 01:03PM 01:17PM 01:28PM 01:34PM 01:44PM D1:51PM 02:D3PM 02:10PM 02:12PM 02:14PM 01:55PM 02:03PM 02:17PM 02:28PM 02:34PM 02:44PM 02:51PM 03:03PM 03:10PM 03:12PM 03:14PM 02:55PM 03:03PM 03:17PM 03:28PM 03:34PM 03:44PM 03:51PM 04:03PM 04:11PM 04:13PM 04:15PM 04:17PM 03:40PM 03:48PM 04:02PM 04:14PM 04:20PM 04:30PM 04:37PM 04:49PM 04:57PM 04:59PM 05:D1PM 05:03PM 04:30PM 04:38PM 04:52PM 05:04PM 05:10PM 05:20PM 05:27PM 05:39PM 05:47PM 05:49PM 05:51PM 05:53PM 05:15PM 05:23PM 05:37PM 05:49PM 05:55PM 06:05PM D6:12PM 06:24PM 06:32PM 06:34PM 06:36PM 06:38PM 06:OOPM 06:08PM 06:22PM 06:34PM 06:40PM 06:50PM 06:57PM 07:09PM 07:16PM 07:17PM 07:19PM - 06'45PM 06.53PM 07'07PM 07'18PM 07'24PM 07'32PM 07'38PM 07'49PM 07'56PM 07'57PM 07'59PM 08'01PM 07:35PM 07:42PM 07:55PM 08:O6PM 08:12PM 08:20PM DB:26PM 08:37PM 08:44PM 08:45PM 08:47PM 08:49PM 08:35PM 08:42PM 08:55PM 09:06PM 09:12PM 09:20PM 09:26PM 09:37PM 09:44PM 09:45PM 09:47PM 09:35PM 09:42PM 09:55PM 10:O6PM 10:11PM 10:19PM 1D:24PM 10:33PM 10:39PM 10:40PM 10:42PM Back to previous page Qavascript history.go(-1/ 1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M'®� r http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&din=Eastbound&rt=113&rtName=113%2ORoute%2OM 1/2 7/9/2018 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works 0 WOK PUBLIC, Routes Schedule miamidade.cOv` METROB(JS OTICE CompQllstaff reviewndicates permit application caret '' under Mu L d/V Cgypf Miami pp. heal a iLhIetlhra p Mllaml r MaevnditimeGvset forth in beliehe d the natte pt the h-nelangdrendereithew Cie adationpublic healing ision. ereiNea erdaton ar afireltledsion. lkits �Q IEW ode /https://www. instag am.com/gomiamio'ac ,3 (Westbound) WEEKDAY ALTON RD & MT SINAI 41 ST & 41 ST & INDIAN CREEK DR & LINCOLN RD & ALTON RD & ALTON RD & 5 ST & OMNI TERMINAL / ARSHT NW 12 AV & NW 21 AV & 39 ST HOSPITAL ALTON RD MERIDIAN AV 40 ST WASHINGTON AV LINCOLN RD 2 ST LENOX AV METROMOVER 16 ST 22 ST - 05:43AM D5:45AM 05:46AM 05:50AM 05:56AM 06:D1AM 06:08AM 06:13AM 06:21AM 03'.34AM D6:44AM - 06:26AM 06:28AM 06:30AM 06:34AM 06:42AM 06:47AM 06:54AM 06:59AM 07:07AM 07'.20AM 07:30AM 07:02AM 07:05AM 07:07AM 07:09AM 07:14AM 07:24AM 07:29AM 07:3BAM 07:44AM 07:52AM 013'.05AM D8:15AM 07:43AM 07:46AM D7:46AM 07:50AM 07:55AM 08:06AM DB:11AM 08:21AM 08:27AM 08:37AM 08'.5DAM 09:DDAM 08:25AM 08:28AM D8:30AM 08:32AM 08:38AM 08:49AM 08:54AM 09:05AM 09:11AM 09:21AM 09'.35AM D9:45AM 09:17AM 09:20AM 09:23AM 09:25AM 09:31AM 09:43AM 09:49AM 10:OOAM 1D:06AM 10:16AM 1D'.3DAM 1D:40AM 10:13AM 10:16AM 1D:19AM 10:21AM 10:27AM 10:39AM 10:45AM 10:56AM 11:02AM 11:12AM 11:26AM 11:36AM - 11:16AM 11:19AM 11:21AM 11:27AM 11:39AM 11:45AM 11:56AM 12:02PM 12:12PM 12'.26PM 12:36PM - 12:16PM 12:19PM 12:21PM 12:27PM 12:39PM 12:45PM 12:56PM 01:02PM 01:12PM 01'.26PM D1:36PM - 01:16PM 01:19PM 01:21PM 01:27PM 01:39PM 01:45PM 01:56PM 02:02PM 02:12PM 02'.26PM 02:36PM - 02:O6PM 02:09PM 02:11PM 02:17PM 02:29PM 02:35PM 02:46PM 02:52PM 03:02PM 03'. 16PM 03:26PM - 02:56PM 02:59PM 03:01PM 03:07PM 03:19PM 03:25PM 03:36PM 03:42PM 03:52PM 04'.06PM 04:16PM - 03:46PM 03:49PM 03:51PM 03:57PM 04:09PM 04:15PM 04:26PM 04:32PM 04:42PM 04'.56PM D5:06PM 04:29PM 04:32PM 04:34PM 04:36PM 04:42PM 04:54PM 05:D0PM 05:11PM 05:17PM 05:27PM 05'.41PM 05:51PM 05:14PM 05:17PM 05:19PM 05:21PM 05:27PM 05:39PM 05:45PM 05:56PM 06:02PM 06:12PM 06'.26710 06:36PM 06:06PM 06:09PM 06:11PM 06:13PM 06:19PM 06:31PM 06:37PM 06:48PM 06:54PM 07:04PM 07,16710 07:26PM 07'12PM 07'15PM 07'17PM 07'19PM 07'25PM 07'36PM 07'41PM 07'50PM 07'56PM 08'04PM 05''16710 08.26PM 08:12PM 08:15PM D8:17PM 08:19PM 08:25PM 08:36PM 08:41PM 08:50PM 08:56PM 09:04PM 09'.16PM 09:26PM 08:57PM 09:00PM 09:02PM 09:04PM 09:10PM 09:21PM 09:26PM 09:35PM 09:41PM 09:49PM 10'.01710 10:09PM Back to previous page (javascrlpt hlstorygo(-1)) Page Last Edited: Mon Jan 30, 2017 230'07 PM MIAM = M http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Westbound&rt=113&rtName=113%20Route%20M 1/2 HEALTH DISTRICT NW 14 St NW 12 St Map Not to Scale 06/28/2016 z w m Civic Center Metrorail Station any 6 MN any Z I. MN any Z 6 MN NW 19 St NW 14 St env' 06 MN NW 20 St NOTICE CwrpleAan of staff mmwintliMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitaW nwill reel to¢Ih besu,eetl bra pu tearing In accordance wIM limellnes set brillbrillIn the Cltyof Miami Code. The appf ble ckcison-maMng body vlg retlew the petit application at Mepublic hearinwrd rendereiNea recommendation or a ling Eedzun. PZ-18-263 01/22/19 STADIUM Civic Center Metrorail Station Marlins Park NW 1 St 00 '1 NW 14 St NW 12 St z w 0 z CD NW7St OAV 9 . MN 1 W Flagler St N cD 4— NW20St NW 18 St 1 NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel et be so,mtetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Map Not to Scale 06/28/2016 ALLAPATTAH �C N CD NW 21 Ter NW 20 St 1111111111111. any 17Z MS any ZZ MS 0AV L I, MS • CD • w z • D � ■ ■ ■ ■ ■ NOTICE CwrpleAan ofstaff mmwintloMes permit appliafan meet rnitirmrn requirement under Mum 21ancl/or the City of Miami Cock, only. his permitapWcationwill reel b bescheck rid bra pu tearing In accordance wo limelines nthe Clryof Miami Code. The applicable ckcison-maMng ng body bodyvlg retlew the petit application at Mepublic hearinwrd rendereiNea recommendation or a ling Eedzon. PZ-18-263 01/22/19 Adrienne Arsht Metromover Station NW 15 St NW 14 St 0 (0 Map Not to Scale 06/21/2016 METRORAIL JUNE 2018 IAM FDADE 1INTY GABLES INTERNATIONAL CIVIC AIRPORT CENTER 1 MIAMI SPRINGS 9fJl 9 f99 ALLAPATTAH SANTA WYNI!IOOD MIAMI CLARA J\• 79 S JUL HISTORIC OVERTOWN / LYRIC THEATRE GOVERNMENT CENTER BRICKELLQai) CORAL WAY VIZCAYA COCONUT GROVE CORAL DOUGLAS ROAD UNIVERSITY SOUTH MIAMI DADELAND NORTH SR6 DADELAND SOUTH FED°��6 TRANSFER TO SOUTH DADE TRANSITWAY °6 0 c�S METRORAIL Orange Line / Station Green Line / Station Station Serving Both Lines Station Served by Downtown Express Recommended Transfer Station Station Connects with Metromover Station Connects with Tri-Rail Station Connects with Airport Station Connects with Brightline DOWN- TOWN CONNECTING SERVICES Metromover Tri-Rail (tri-rail.com) Brightline (gobrightline.com) MIA Mover (miami-airport.com) South Dade Transitway www.miamidade.gov/transit INFORMATION : INFORMACION : ENFOMASYON 311 OR 305.468.5900 (TTY: 305.468.5402) PZ-18-263 01/22/19 @GOMIAMIDADE MDT TRACKER • EASY PAY MIAMI NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix E Existing Conditions Analysis NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body it lew the pemit application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 A.M. Peak Hour Timings Exist 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary t EBL EBT EBR WBL WBT WBR NBL NBT SBL S 4 r* 19144 19 14) 67 125 71 8 82 47 46 629 49 1105 67 125 71 8 82 47 46 629 49 1105 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 38 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St IF 02 CR) n4 76s s 76 s 44 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 1: NW 12th Ave & NW 28th St fr___ PUBLIC,0.1 onditi"_' "< A.M. Yt 4 4\ T Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations + r* 4 i* 19 1'1 Traffic Volume (veh/h) 67 125 71 8 82 47 46 629 20 49 Future Volume (veh/h) 67 125 71 8 82 47 46 629 20 49 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 74 137 78 9 90 52 51 691 22 54 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 41 57 501 33 260 451 245 2042 65 444 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 Sat Flow, veh/h 0 181 1583 0 820 1425 429 3501 111 734 Grp Volume(v), veh/h 211 0 78 99 0 52 51 349 364 54 Grp Sat Flow(s),veh/h/In 181 0 1583 820 0 1425 429 1770 1843 734 Q Serve(g_s), s 0.0 0.0 4.2 0.0 0.0 3.1 7.2 7.2 7.2 3.0 Cycle Q Clear(g_c), s 38.0 0.0 4.2 38.0 0.0 3.1 25.5 7.2 7.2 10.2 Prop In Lane 0.35 1.00 0.09 1.00 1.00 0.06 1.00 Lane Grp Cap(c), veh/h 98 0 501 292 0 451 245 1032 1075 444 V/C Ratio(X) 2.15 0.00 0.16 0.34 0.00 0.12 0.21 0.34 0.34 0.12 Avail Cap(c_a), veh/h 98 0 501 292 0 451 245 1032 1075 444 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 1.00 Uniform Delay (d), s/veh 38.8 0.0 29.5 31.5 0.0 29.1 13.1 6.4 6.4 8.0 Incr Delay (d2), s/veh 551.3 0.0 0.1 0.5 0.0 0.1 1.9 0.9 0.8 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 18.2 0.0 1.9 2.4 0.0 1.2 1.0 3.6 3.8 0.7 LnGrp Delay(d),s/veh 590.1 0.0 29.6 32.0 0.0 29.2 15.0 7.3 7.2 8.5 LnGrp LOS F C C CB A A A Approach Vol, veh/h 289 151 764 Approach Delay, s/veh 438.8 31.0 7.8 Approach LOS F C A Timer 1 2 3 4 5 6 7 8 E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecislsn. Z-1 -263 01/22/19 4 �QN' VIEW C° 63 63 12 0 1.00 1.00 1.00 1863 1900 1214 69 2 0 0.91 0.91 2 2 1986 113 0.78 0.78 3405 193 630 653 1770 1829 18.2 18.3 18.2 18.3 0.11 1032 1067 0.61 0.61 1032 1067 1.33 1.33 1.00 1.00 7.6 7.7 2.7 2.6 0.0 0.0 9.4 9.8 10.3 10.3 B B 1337 10.2 B 1105 1105 2 0 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 20.3 40.0 27.5 40.0 Green Ext Time (p_c), s 3.6 0.0 2.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 59.5 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r HCM 2010 AWSC Exist 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 7.8 Intersection LOS A Movement Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 41, I 15 48 40 0 0 0 0 50 63 20 52 0 15 48 40 0 0 0 0 50 63 20 52 0 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 2 2 2 2 2 2 2 2 2 2 2 2 17 53 44 0 0 0 0 56 70 22 58 0 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach Opposing Lanes 0 Conflicting Approach Left SB Conflicting Lanes Left 1 Conflicting Approach Right NB Conflicting Lanes Right 1 HCM Control Delay 7.9 HCM LOS A Lane NBLn1 EBLn1 EBLn2 SBLn1 SB NB 1 1 EB 2 0 EB 0 2 7.6 7.9 A A Vol Left, % 0% 38% 0% 28% Vol Thru, % 44% 62% 38% 72% Vol Right, % 56% 0% 62% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 113 39 64 72 LT Vol 0 15 0 20 Through Vol 50 24 24 52 RT Vol 63 0 40 0 Lane Flow Rate 126 43 71 80 Geometry Grp 2 7 7 2 Degree of Util (X) 0.138 0.061 0.09 0.098 Departure Headway (Hd) 3.964 5.081 4.549 4.39 Convergence, Y/N Yes Yes Yes Yes Cap 909 696 792 820 Service Time 1.97 2.881 2.249 2.397 HCM Lane V/C Ratio 0.139 0.062 0.09 0.098 HCM Control Delay 7.6 8.2 7.7 7.9 HCM Lane LOS A A A A HCM 95th-tile Q 0.5 0.2 0.3 0.3 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report Timings Exist 3: NW 12th Ave & NW 22nd St fr___ PUBLIC, F9 onditi"_' "< A.M. bit Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations 19 I 19 14 Traffic Volume (vph) 66 31 22 0 610 92 997 Future Volume (vph) 66 31 22 0 610 92 997 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 2 Detector Phase 3 3 4 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 N'4 IEWGov Cycle Length: 130 Actuated Cycle Length: 130 Offset: 24 (18%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St 7 02 (R) 80 s t06 (R) 80 s tfi 29 c 2_.{ K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r HCM Signalized Intersection Capacity Analysis Exist 3: NW 12th Ave & NW 22nd St fr___ PUBLIC, F9 onditi"_' "< A.M. bit c 1- ak. IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S- Lane Configurations 19 T 44 t '1 Traffic Volume (vph) 66 31 36 22 0 32 0 610 7 92 Future Volume (vph) 66 31 36 22 0 32 0 610 7 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.92 0.92 1.00 1.00 Flt Protected 0.95 1.00 0.98 1.00 0.95 Satd. Flow (prot) 1770 1712 1678 3533 1770 Flt Permitted 0.95 1.00 0.84 1.00 0.38 Satd. Flow (perm) 1770 1712 1432 3533 708 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 34 40 24 0 36 0 678 8 102 RTOR Reduction (vph) 0 37 0 0 57 0 0 0 0 0 Lane Group Flow (vph) 73 37 0 0 3 0 0 686 0 102 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 10.4 10.4 5.8 95.8 95.8 95.8 Effective Green, g (s) 10.4 10.4 5.8 95.8 95.8 95.8 Actuated g/C Ratio 0.08 0.08 0.04 0.74 0.74 0.74 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 141 136 63 2603 521 2607 v/s Ratio Prot c0.04 0.02 0.19 c0.31 v/s Ratio Perm c0.00 0.14 v/c Ratio 0.52 0.27 0.04 0.26 0.20 0.43 Uniform Delay, d1 57.4 56.2 59.4 5.6 5.3 6.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.4 0.8 0.1 0.2 0.8 0.5 Delay (s) 59.8 57.0 59.5 5.8 6.1 7.1 Level of Service E E E A A A Approach Delay (s) 58.4 59.5 5.8 7.0 Approach LOS E E A A Intersection Summary E Completion of zd, review inrfealez permit application meet egoremenkuntln Mu l zntl/or:: City INMiami pu. ggzpccoran�a' mees bbfflh In eCIW or p Miami giThewpkabl metimrtzngset fody WUrmiew Miami .mcation eadetlecNmearingr rendireither thepemri[a recommendation Nion or a healdecisio ienMeiNea remmmerdation or a final decision. S ' . _ ;_:;t� 3 01/22/19 997 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 1108 0 0 0 1108 0 NA 2 4 IEW COV 1900 HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r HCM 2010 TWSC Exist 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 31 14 13 101 66 38 31 14 13 101 66 38 0 0 0 0 0 0 Stop Stop Free Free Free Free - None - None - None 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 17 15 120 79 45 Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 252 102 124 0 - 0 Stage 1 102 Stage 2 150 - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 737 953 1463 Stage 1 922 Stage 2 878 Platoon blocked, % Mov Cap-1 Maneuver 729 953 1463 Mov Cap-2 Maneuver 729 Stage 1 912 Stage 2 878 Approach EB NB SB HCM Control Delay, s 9.9 0.9 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1463 - 787 HCM Lane V/C Ratio 0.011 - 0.068 HCM Control Delay (s) 7.5 0 9.9 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh Movement Lane Configurations Traffic Vol, veh/h 0 10 613 22 0 1006 Future Vol, veh/h 0 10 613 22 0 1006 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 10 632 23 0 1037 0.1 WBL WBR NBT NBR SBL SBT Major/Minor 144 Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 328 0 0 - Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 870 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 870 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 870 HCM Lane V/C Ratio - 0.012 HCM Control Delay (s) - 9.2 HCM Lane LOS A HCM 95th %tile Q(veh) 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 26 38 9 9 18 22 72 21 11 58 14 Future Vol, veh/h 22 26 38 9 9 18 22 72 21 11 58 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 27 40 9 9 19 23 76 22 12 61 15 Major/Minor Minor2 Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 240 237 69 259 233 87 76 0 0 98 0 0 Stage 1 93 93 133 133 Stage 2 147 144 126 100 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 824 861 1096 799 866 1070 1523 - 1495 Stage 1 1096 1096 - 1054 1054 - Stage 2 993 1021 - 1020 1073 Platoon blocked, % Mov Cap-1 Maneuver 788 840 1096 737 845 1070 1523 - 1495 Mov Cap-2 Maneuver 788 840 - 737 845 - Stage1 1078 1087 - 1037 1037 Stage 2 951 1005 - 950 1064 Approach EB WB HCM Control Delay, s 9.3 9.1 HCM LOS A A NB 1.4 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR SB 1 Capacity (veh/h) 1523 - - 919 907 1495 HCM Lane V/C Ratio 0.015 - 0.099 0.042 0.008 HCM Control Delay (s) 7.4 0 - 9.3 9.1 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0 - 0.3 0.1 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh Movement 0.1 EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 0 624 1006 0 Future Vol, veh/h 0 21 0 624 1006 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 23 0 686 1105 0 Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 553 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 695 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 695 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 10.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 695 HCM Lane V/C Ratio - 0.033 HCM Control Delay (s) - 10.4 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report Timings Exist 8: NW 20th St & NW 17th Avenue 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4l 19 4l 19 + 19 1' Traffic Volume (vph) 84 937 74 570 88 287 122 143 314 62 Future Volume (vph) 84 937 74 570 88 287 122 143 314 62 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 20.0 66.0 20.0 66.0 20.0 54.0 54.0 20.0 54.0 54.0 Total Split (%) 12.5% 41.3% 12.5% 41.3% 12.5% 33.8% 33.8% 12.5% 33.8% 33.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 44 (28%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 .,v n4 411- rr 02.0 ) 20s 166s T '20s N54s E 05 IIIl D7 T Du D6 CR) 20s 166s 1 120, I 154s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary 8: NW 20th St & NW 17th Avenue Exist fr___ PUBLIC,0.1 onditi"_' "< A.M. Yt Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary c 4- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 1 114 1 114 19 + r* ) 84 937 85 74 570 60 88 287 122 143 314 62 84 937 85 74 570 60 88 287 122 143 314 62 1 6 16 5 2 12 7 4 14 3 8 18 0 0 0 0 0 0 0 0 0 0 0 0 E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4 EVIEW GO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 89 997 90 79 606 64 94 305 130 152 334 66 1 2 0 1 2 0 1 1 1 1 1 1 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 2 2 2 2 2 2 2 2 2 2 2 2 476 1819 164 318 1781 188 178 341 290 211 391 332 0.05 0.74 0.74 0.04 0.73 0.73 0.05 0.18 0.18 0.08 0.21 0.21 1774 3284 296 1774 3232 341 1774 1863 1583 1774 1863 1583 89 537 550 79 331 339 94 305 130 152 334 66 1774 1770 1810 1774 1770 1803 1774 1863 1583 1774 1863 1583 3.5 21.4 21.4 3.1 10.6 10.7 6.8 25.6 11.7 11.0 27.6 5.5 3.5 21.4 21.4 3.1 10.6 10.7 6.8 25.6 11.7 11.0 27.6 5.5 1.00 0.16 1.00 0.19 1.00 1.00 1.00 1.00 476 980 1003 318 975 994 178 341 290 211 391 332 0.19 0.55 0.55 0.25 0.34 0.34 0.53 0.89 0.45 0.72 0.85 0.20 570 980 1003 417 975 994 237 559 475 222 559 475 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 14.7 12.2 12.2 16.0 11.0 11.0 51.0 63.8 58.1 49.6 60.8 52.1 0.1 2.2 2.2 0.1 0.9 0.9 0.9 8.9 0.8 8.5 7.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 11.0 11.2 1.5 5.4 5.5 3.4 14.1 5.2 5.9 15.0 2.4 14.8 14.4 14.4 16.2 11.9 11.9 51.9 72.7 58.9 58.1 68.6 52.3 B B B B B B D E E E E D 1176 749 529 552 14.4 12.4 65.6 63.8 B B E E 1 1 11.5 6.0 14.0 5.5 0.1 2 2 94.2 6.0 60.0 12.7 1.5 3 3 19.0 6.0 14.0 13.0 0.0 4 4 35.3 6.0 48.0 27.6 1.7 5 5 11.0 6.0 14.0 5.1 0.0 6 6 94.7 6.0 60.0 23.4 2.7 7 7 14.7 6.0 14.0 8.8 0.0 8 8 39.6 6.0 48.0 29.6 1.7 HCM 2010 Ctrl Delay HCM 2010 LOS 32.0 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r Timings Exist 9: NW 14th AVe & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 19 + r* 44. Traffic Volume (vph) 55 834 201 550 87 95 162 21 245 Future Volume (vph) 55 834 201 550 87 95 162 21 245 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 77.0 21.0 77.0 62.0 62.0 62.0 62.0 62.0 Total Split (%) 13.1% 48.1% 13.1% 48.1% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 *0 pUBLICN ‘(a F. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 124 (78%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 t 04 02 (R) 21s I77s 1 62 s N 05 lir 03 06 (R) 21s 1177s 62s 5 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 9: NW 14th AVe & NW 20th St fr___ PUBLIC,0.1 onditi"_' "< A.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 + r* Traffic Volume (veh/h) 55 834 216 201 550 28 87 95 162 Future Volume (veh/h) 55 834 216 201 550 28 87 95 162 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 1900 Adj Flow Rate, veh/h 59 887 230 214 585 30 93 101 172 22 261 51 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 565 1634 423 389 2116 108 164 444 378 41 340 64 Arrive On Green 0.04 0.78 0.78 0.08 0.82 0.82 0.24 0.24 0.24 0.24 0.24 0.24 SatFlow,veh/h 1774 2784 721 1774 3426 175 1063 1863 1583 71 1425 270 Grp Volume(v), veh/h 59 564 553 214 302 313 93 101 172 334 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1735 1774 1770 1832 1063 1863 1583 1766 0 0 Q Serve(g_s), s 2.1 19.4 19.4 7.8 6.3 6.3 5.8 7.0 14.8 13.9 0.0 0.0 Cycle Q Clear(g_c), s 2.1 19.4 19.4 7.8 6.3 6.3 34.0 7.0 14.8 28.2 0.0 0.0 Prop In Lane 1.00 0.42 1.00 0.10 1.00 1.00 0.07 0.15 Lane Grp Cap(c), veh/h 565 1039 1019 389 1093 1131 164 444 378 445 0 0 V/C Ratio(X) 0.10 0.54 0.54 0.55 0.28 0.28 0.57 0.23 0.46 0.75 0.00 0.00 Avail Cap(c_a), veh/h 676 1039 1019 445 1093 1131 282 652 554 639 0 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.79 0.79 0.97 0.97 0.97 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 11.9 9.4 9.4 12.8 6.0 6.0 63.5 49.0 52.0 57.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.6 1.6 0.4 0.6 0.6 4.4 0.4 1.2 4.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.0 9.7 9.5 3.8 3.2 3.3 4.2 3.6 6.6 14.3 0.0 0.0 LnGrp Delay(d),s/veh 12.0 11.0 11.0 13.3 6.6 6.6 67.9 49.4 53.2 60.9 0.0 0.0 LnGrp LOS BBBB A A EDDE Approach Vol, veh/h 1176 829 366 334 Approach Delay, s/veh 11.1 8.3 55.9 60.9 Approach LOS B A E E E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° 21 245 48 21 245 48 3 8 18 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 104.8 44.2 15.9 99.9 44.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 71.0 56.0 15.0 71.0 56.0 Max Q Clear Time (g_c+I1), s 4.1 8.3 36.0 9.8 21.4 30.2 Green Ext Time (p_c), s 0.0 1.3 2.2 0.1 2.9 3.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 22.5 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r Timings Exist 10: NW 13th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 4 i* 4 Traffic Volume (vph) 46 941 25 639 41 6 42 28 6 102 Future Volume (vph) 46 941 25 639 41 6 42 28 6 102 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 22.5 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 86.0 86.0 24.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 53.8% 53.8% 15.0% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 4 8 8 *0 pUBLICN tti ‘(a F. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 132 (83%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St I +s'1-� 02(R) 110s p50s E 24s I II1L6s k50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 10: NW 13th Ave & NW 20th St fr___ PUBLIC, F9 onditi"_' "< A.M. Yt Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 'Pi 1'Pi 114 4 i* Traffic Volume (veh/h) 46 941 19 25 639 55 41 6 42 28 6 102 Future Volume (veh/h) 46 941 19 25 639 55 41 6 42 28 6 102 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 48 991 20 26 673 58 43 6 44 29 6 107 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 465 2064 42 369 2145 185 44 3 435 42 5 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, veh/h 722 3548 72 1774 3298 284 5 12 1583 5 19 1583 Grp Volume(v), veh/h 48 494 517 26 361 370 49 0 44 35 0 107 Grp Sat Flow(s),veh/h/In 722 1770 1850 1774 1770 1813 17 0 1583 23 0 1583 Q Serve(g_s), s 2.6 16.1 16.1 0.9 6.0 6.1 0.2 0.0 3.3 0.2 0.0 8.4 Cycle Q Clear(g_c), s 2.6 16.1 16.1 0.9 6.0 6.1 43.9 0.0 3.3 43.9 0.0 8.4 Prop In Lane 1.00 0.04 1.00 0.16 0.88 1.00 0.83 1.00 Lane Grp Cap(c), veh/h 465 1029 1076 369 1151 1179 47 0 435 48 0 435 V/C Ratio(X) 0.10 0.48 0.48 0.07 0.31 0.31 1.04 0.00 0.10 0.74 0.00 0.25 Avail Cap(c_a), veh/h 465 1029 1076 513 1151 1179 47 0 435 48 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.82 0.82 0.76 0.76 0.76 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.9 9.4 9.4 12.3 4.2 4.2 77.0 0.0 43.3 74.0 0.0 45.1 Incr Delay (d2), s/veh 0.4 1.3 1.3 0.0 0.5 0.5 144.3 0.0 0.2 52.1 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 8.1 8.4 0.4 3.0 3.1 4.0 0.0 1.5 2.2 0.0 3.8 LnGrp Delay(d),s/veh 8.2 10.7 10.7 12.3 4.7 4.7 222.3 0.0 43.5 126.1 0.0 45.8 LnGrp LOS A BBB A A F D F D Approach Vol, veh/h 1059 757 93 142 Approach Delay, s/veh 10.6 5.0 137.7 65.6 Approach LOS B A F E E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. EVIEW CO Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 18.0 * 81 44.0 Max Q Clear Time (g_c+I1), s 8.1 45.9 2.9 18.1 45.9 Green Ext Time (p_c), s 1.6 0.0 0.0 2.6 0.0 Intersection Summary HCM 2010 Ctrl Delay 18.1 HCM 2010 LOS B Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r Timings Exist 11: NW 12th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 114 'Pi 114 'Pi .+ r* Traffic Volume (vph) 139 696 144 494 87 411 176 102 752 Future Volume (vph) 139 696 144 494 87 411 176 102 752 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary *0 pUBLICN tti ‘(a F. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 32 (20%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St #� l 1 (R) 3 1- 04 20s 162s T 1 21 s 57s 20s 162s T 121s 57s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 11: NW 12th Ave & NW 20th St fr___ PUBLIC,0.1 onditi"_' "< A.M. Yt 4 4\ T Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 +4 r* ) Traffic Volume (veh/h) 139 696 169 144 494 75 87 411 176 102 Future Volume (veh/h) 139 696 169 144 494 75 87 411 176 102 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 146 733 178 152 520 79 92 433 185 107 792 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 305 775 188 191 855 129 111 1507 792 127 1305 Arrive On Green 0.10 0.36 0.36 0.15 0.55 0.55 0.08 0.57 0.57 0.09 0.58 SatFlow,veh/h 1774 2825 686 1774 3083 467 1774 3539 1583 1774 3003 Grp Volume(v), veh/h 146 459 452 152 298 301 92 433 185 107 467 Grp Sat Flow(s),veh/h/In 1774 1770 1742 1774 1770 1780 1774 1770 1583 1774 1770 Q Serve(g_s), s 9.4 40.2 40.3 9.9 18.1 18.2 8.2 10.1 8.4 9.5 27.4 Cycle Q Clear(g_c), s 9.4 40.2 40.3 9.9 18.1 18.2 8.2 10.1 8.4 9.5 27.4 Prop In Lane 1.00 0.39 1.00 0.26 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 305 486 478 191 491 494 111 1507 792 127 769 V/C Ratio(X) 0.48 0.95 0.95 0.79 0.61 0.61 0.83 0.29 0.23 0.84 0.61 Avail Cap(c_a), veh/h 345 557 549 225 557 561 155 1507 792 155 769 HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 1.00 1.00 Uniform Delay (d), s/veh 37.5 49.6 49.7 39.5 29.8 29.8 72.5 22.1 16.7 71.5 24.9 Incr Delay (d2), s/veh 0.4 21.8 22.0 11.9 0.7 0.8 15.3 0.5 0.7 24.5 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.6 22.5 22.2 5.4 8.9 9.0 4.5 5.0 3.8 5.5 14.1 LnGrp Delay(d),s/veh 37.9 71.4 71.7 51.4 30.5 30.6 87.8 22.6 17.3 96.1 28.4 LnGrp LOS D E E D C C F C B F C C Approach Vol, veh/h 1057 751 710 1040 Approach Delay, s/veh 66.9 34.8 29.6 35.4 Approach LOS E C C D E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecislsn. Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 752 752 2 0 4. �QN' VIEW C° 134 134 12 0 1.00 1.00 1900 141 0 0.95 2 232 0.58 535 466 1768 27.4 27.4 0.30 768 0.61 768 1.33 1.00 24.9 3.5 0.0 14.1 28.4 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.0 75.5 17.5 51.0 17.4 74.1 17.9 50.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 10.2 29.4 11.4 20.2 11.5 12.1 11.9 42.3 Green Ext Time (p_c), s 0.0 2.2 0.1 1.3 0.0 1.2 0.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 43.5 HCM 2010 LOS D Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r Timings Exist 12: Bob Hope Dr/NW 10th Ave & NW 20th St T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 1T, 1 Traffic Volume (vph) 123 518 85 448 149 166 70 209 Future Volume (vph) 123 518 85 448 149 166 70 209 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 80.0 21.0 80.0 21.0 38.0 21.0 38.0 Total Split (%) 13.1% 50.0% 13.1% 50.0% 13.1% 23.8% 13.1% 23.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary �a o *0 pUBLICN onditt" A.M. Yt E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 126 (79%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 \111. 03j At m4 024R) 21s '80s I21s 38s 05�(R) l�l7 7. 08 21s .805 1 121s 30s 1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary 12: Bob Hope Dr/NW 10th Ave & NW 20th St Exist fr___ PUBLIC, F9 Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary c 4- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 123 123 1 0 1.00 1.00 1863 137 1 0.90 2 536 0.06 1774 137 1774 5.7 5.7 1.00 536 0.26 616 1.33 0.50 15.4 0.0 0.0 2.7 15.4 B 1 1 13.8 6.0 15.0 7.7 0.1 1 518 518 6 377 377 16 85 85 5 1 448 448 2 1 47 149 166 90 70 209 67 47 149 166 90 70 209 67 12 7 4 14 3 8 18 onditi"_' "< A.M. Yt E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4 EVIEW GO 0 0 0 0 0 0 0 0 0 0 0 1.00 1863 576 2 0.90 2 1062 0.72 1957 521 1770 21.5 21.5 961 0.54 961 1.33 0.50 13.2 1.1 0.0 10.7 14.3 B 1132 14.5 B 2 2 90.9 6.0 74.0 11.1 1.2 1.00 1.00 1.00 1.00 1900 1863 419 94 0 1 0.90 0.90 2 2 773 340 0.72 0.05 1424 1774 474 94 1611 1774 21.5 3.9 21.5 3.9 0.88 1.00 875 340 0.54 0.28 875 442 1.33 1.33 0.50 1.00 13.2 17.0 1.2 0.2 0.0 0.0 9.8 1.9 14.4 17.2 B B 3 3 13.5 6.0 15.0 7.7 0.0 4 4 41.8 6.0 32.0 26.0 0.7 1.00 1863 498 2 0.90 2 1718 0.71 3236 272 1770 9.1 9.1 940 0.29 940 1.33 1.00 12.4 0.8 0.0 4.5 13.1 B 644 13.7 B 5 5 11.9 6.0 15.0 5.9 0.1 1.00 1.00 1.00 1.00 1900 1863 52 166 0 1 0.90 0.90 2 2 179 215 0.71 0.09 337 1774 278 166 1803 1774 9.1 11.8 9.1 11.8 0.19 1.00 957 215 0.29 0.77 957 228 1.33 1.00 1.00 1.00 12.4 48.3 0.8 12.7 0.0 0.0 4.7 6.5 13.1 61.0 B E 6 6 92.9 6.0 74.0 23.5 2.6 7 7 19.9 6.0 15.0 13.8 0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1900 1863 1863 1900 184 100 78 232 74 1 0 1 1 0 0.90 0.90 0.90 0.90 0.90 2 2 2 2 2 254 138 208 249 79 0.22 0.22 0.05 0.18 0.18 1136 618 1774 1354 432 0 284 78 0 306 0 1754 1774 0 1787 0.0 24.0 5.7 0.0 27.0 0.0 24.0 5.7 0.0 27.0 0.35 1.00 0.24 0 393 208 0 329 0.00 0.72 0.37 0.00 0.93 0 393 292 0 357 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.0 57.5 50.6 0.0 64.3 0.0 6.1 0.4 0.0 29.1 0.0 0.0 0.0 0.0 0.0 0.0 12.3 2.8 0.0 16.0 0.0 63.6 51.0 0.0 93.4 E D F 450 384 62.7 84.8 E F 8 8 35.4 6.0 32.0 29.0 0.4 HCM 2010 Ctrl Delay HCM 2010 LOS 32.9 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r Timings Exist 13: NW 12th Ave & NW 16th St 4- k t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 1T,19 + r* 1 19 +44) Traffic Volume (vph) 66 64 31 16 78 158 596 111 846 Future Volume (vph) 66 64 31 16 78 158 596 111 846 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 18.0 18.0 77.0 18.0 77.0 Total Split (%) 40.6% 40.6% 40.6% 40.6% 11.3% 11.3% 48.1% 11.3% 48.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St #� l 01 ir 0.2 (R) 1- 04 18s 77s N65s %5 106 (R) -On; 18s 77s N65s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 13: NW 12th Ave & NW 16th St fr___ PUBLIC,0.1 onditi"_' "< A.M. bit Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 T, 19 + r* 19 1'1 Traffic Volume (veh/h) 66 64 77 31 16 78 158 596 159 111 846 99 Future Volume (veh/h) 66 64 77 31 16 78 158 596 159 111 846 99 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 73 70 85 34 18 86 174 655 175 122 930 109 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 200 99 121 97 241 324 133 1871 499 133 3125 365 Arrive On Green 0.13 0.13 0.13 0.13 0.13 0.13 0.10 0.90 0.90 0.10 0.90 0.90 SatFlow,veh/h 1285 767 931 1227 1863 1583 1774 2764 738 1774 4618 540 Grp Volume(v), veh/h 73 0 155 34 18 86 174 419 411 122 682 357 Grp Sat Flow(s),veh/h/In 1285 0 1698 1227 1863 1583 1774 1770 1733 1774 1695 1768 Q Serve(g_s), s 8.5 0.0 14.0 4.4 1.4 7.3 12.0 5.5 5.5 10.9 4.4 4.4 Cycle Q Clear(g_c), s 9.8 0.0 14.0 18.4 1.4 7.3 12.0 5.5 5.5 10.9 4.4 4.4 Prop In Lane 1.00 0.55 1.00 1.00 1.00 0.43 1.00 0.31 Lane Grp Cap(c), veh/h 200 0 220 97 241 324 133 1198 1172 133 2294 1196 V/C Ratio(X) 0.36 0.00 0.70 0.35 0.07 0.27 1.31 0.35 0.35 0.92 0.30 0.30 Avail Cap(c_a), veh/h 500 0 616 382 675 693 133 1198 1172 133 2294 1196 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.84 0.84 0.84 0.68 0.68 0.68 Uniform Delay (d), s/veh 65.5 0.0 66.7 75.5 61.2 53.5 72.0 2.9 2.9 71.5 2.8 2.8 Incr Delay (d2), s/veh 0.8 0.0 3.1 1.6 0.1 0.3 176.4 0.7 0.7 40.9 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 0.0 6.8 1.5 0.7 3.2 12.4 2.7 2.7 6.8 2.0 2.2 LnGrp Delay(d),s/veh 66.4 0.0 69.8 77.1 61.3 53.9 248.4 3.5 3.6 112.4 3.0 3.2 LnGrp LOS E E E E D F A A F A A Approach Vol, veh/h 228 138 1004 1161 Approach Delay, s/veh 68.7 60.6 46.0 14.6 Approach LOS E E D B E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 114.3 27.7 18.0 114.3 27.7 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 12.0 71.0 58.0 12.0 71.0 58.0 Max Q Clear Time (g_c+I1), s 14.0 6.4 20.4 12.9 7.5 16.0 Green Ext Time (p_c), s 0.0 2.9 0.4 0.0 2.0 1.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 34.4 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r Timings Exist 14: NW 12th Ave & NW 14th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 .+ 19 144 19 .+ r* 19 + Traffic Volume (vph) 127 465 200 353 224 766 547 133 683 Future Volume (vph) 127 465 200 353 224 766 547 133 683 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 20.0 45.0 30.0 55.0 23.0 62.0 30.0 23.0 62.0 Total Split (%) 12.5% 28.1% 18.8% 34.4% 14.4% 38.8% 18.8% 14.4% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St l 01 T 02. (F2) I'0304 23s 62s 20s 55s 5 } 106 CR) fo- 3u 23s 62s 0s =5s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 14: NW 12th Ave & NW 14th St fr___ PUBLIC,0.1 onditi"_' "< A.M. Yt 4- 4 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 ++ 19 144 19 +1 r* ) Traffic Volume (veh/h) 127 465 192 200 353 151 224 766 547 133 Future Volume (veh/h) 127 465 192 200 353 151 224 766 547 133 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 131 479 198 206 364 156 231 790 564 137 704 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 268 528 217 245 604 255 413 1591 875 275 1795 Arrive On Green 0.07 0.22 0.22 0.10 0.25 0.25 0.12 0.60 0.60 0.08 0.56 SatFlow,veh/h 1774 2449 1006 1774 2427 1024 1774 3539 1583 1774 4289 Grp Volume(v), veh/h 131 345 332 206 264 256 231 790 564 137 555 Grp Sat Flow(s),veh/h/In 1774 1770 1685 1774 1770 1682 1774 1770 1583 1774 1695 Q Serve(g_s), s 9.1 30.4 30.8 14.3 21.1 21.6 12.0 20.4 35.4 7.1 14.8 Cycle Q Clear(g_c), s 9.1 30.4 30.8 14.3 21.1 21.6 12.0 20.4 35.4 7.1 14.8 Prop In Lane 1.00 0.60 1.00 0.61 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 381 363 245 440 418 413 1591 875 275 V/C Ratio(X) 0.49 0.91 0.91 0.84 0.60 0.61 0.56 0.50 0.64 0.50 Avail Cap(c_a), veh/h 289 420 400 318 531 505 434 1591 875 351 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 Uniform Delay (d), s/veh 45.1 61.2 61.3 45.4 53.1 53.3 22.8 21.8 17.5 24.5 Incr Delay (d2), s/veh 0.5 21.2 23.4 11.8 1.0 1.2 0.8 1.1 3.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.5 17.1 16.7 7.8 10.5 10.2 5.9 10.2 16.2 3.4 LnGrp Delay(d),s/veh 45.7 82.4 84.7 57.3 54.0 54.4 23.5 22.9 21.1 25.0 LnGrp LOS D F F E D DCCCCCC Approach Vol, veh/h 808 726 1585 977 Approach Delay, s/veh 77.4 55.1 22.4 25.0 Approach LOS E E C C E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° 132 132 12 0 1.00 1.00 1900 136 0 0.97 2 343 0.56 819 285 1718 15.1 15.1 0.48 1419 719 0.39 0.40 1419 719 1.33 1.33 0.95 0.95 23.9 24.0 0.8 1.5 0.0 0.0 7.0 7.4 24.7 25.5 683 683 2 0 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 21.1 74.0 18.1 46.8 16.1 78.9 23.4 41.5 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 16.0 55.0 13.0 48.0 16.0 55.0 23.0 38.0 Max Q Clear Time (g_c+I1), s 14.0 17.1 11.1 23.6 9.1 37.4 16.3 32.8 Green Ext Time (p_c), s 0.1 2.2 0.0 2.7 0.1 2.4 0.2 1.7 Intersection Summary HCM 2010 Ctrl Delay 39.6 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Existing.syn Synchro 10 Report 0 r NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body it lew the pemit application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 P.M. Peak Hour Timings Exist 1: NW 12th Ave & NW 28th St t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL S= Lane Configurations + 4 i* 19 144 19 1 Traffic Volume (vph) 60 105 54 7 153 96 99 1231 46 590 Future Volume (vph) 60 105 54 7 153 96 99 1231 46 590 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C-Max C-Max C-Max C-Max Intersection Summary 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St IF 02 CR) yr4 76s s ill 06R) y;V 76 s ' s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 1: NW 12th Ave & NW 28th St *0 pUBLICN 0.1 <09 P.M. bit c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations + r* 4 i* 19 1'1 Traffic Volume (veh/h) 60 105 54 7 153 96 99 1231 23 46 590 71 Future Volume (veh/h) 60 105 54 7 153 96 99 1231 23 46 590 71 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 63 111 57 7 161 101 104 1296 24 48 621 75 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 41 55 501 31 396 451 451 2074 38 236 1856 224 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 SatFlow,veh/h 0 173 1583 0 1250 1425 746 3555 66 414 3181 384 Grp Volume(v), veh/h 174 0 57 168 0 101 104 645 675 48 345 351 Grp Sat Flow(s),veh/h/In 173 0 1583 1250 0 1425 746 1770 1851 414 1770 1795 Q Serve(g_s), s 0.0 0.0 3.1 0.0 0.0 6.3 6.2 19.0 19.1 7.2 7.1 7.1 Cycle Q Clear(g_c), s 38.0 0.0 3.1 38.0 0.0 6.3 13.3 19.0 19.1 26.2 7.1 7.1 Prop In Lane 0.36 1.00 0.04 1.00 1.00 0.04 1.00 0.21 Lane Grp Cap(c), veh/h 96 0 501 427 0 451 451 1032 1080 236 1032 1047 V/C Ratio(X) 1.82 0.00 0.11 0.39 0.00 0.22 0.23 0.62 0.63 0.20 0.33 0.34 Avail Cap(c_a), veh/h 96 0 501 427 0 451 451 1032 1080 236 1032 1047 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.3 0.0 29.1 31.4 0.0 30.2 8.4 7.7 7.7 13.4 6.4 6.4 Incr Delay (d2), s/veh 407.3 0.0 0.1 0.4 0.0 0.2 1.0 2.4 2.3 1.9 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 14.0 0.0 1.4 4.3 0.0 2.5 1.4 9.8 10.2 0.9 3.6 3.7 LnGrp Delay(d),s/veh 446.6 0.0 29.1 31.9 0.0 30.3 9.4 10.2 10.1 15.4 7.3 7.3 LnGrp LOS F C C C A B B B A A Approach Vol, veh/h 231 269 1424 744 Approach Delay, s/veh 343.6 31.3 10.1 7.8 Approach LOS F C B A E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 28.2 40.0 21.1 40.0 Green Ext Time (p_c), s 2.0 0.0 3.9 0.0 Intersection Summary HCM 2010 Ctrl Delay 40.5 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r HCM 2010 AWSC Exist 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Corrpletion of sdff reaewintlic.s permitappkation meet n requirement under urr My aantl/ort oe City of Miami Cotleu , only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance wlM IImellnes set f MI In the Cltyr# neappunaaemean-miang hotlywneew the pemit application at thepubk hearing andts reneith a recommendation or a final tledzion. - •3 01/22/19 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 41, I 5 41 7 0 0 0 0 49 38 1 16 0 5 41 7 0 0 0 0 49 38 1 16 0 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 2 2 2 2 2 2 2 2 2 2 2 2 6 46 8 0 0 0 0 54 42 1 18 0 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach Opposing Lanes 0 Conflicting Approach Left SB Conflicting Lanes Left 1 Conflicting Approach Right NB Conflicting Lanes Right 1 HCM Control Delay 7.6 HCM LOS A Lane NBLn1 EBLn1 EBLn2 SBLn1 SB NB 1 1 EB 2 0 EB 0 2 7.3 7.3 A A Vol Left, % 0% 20% 0% 6% Vol Thru, % 56% 80% 75% 94% Vol Right, % 44% 0% 25% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 87 26 28 17 LT Vol 0 5 0 1 Through Vol 49 21 21 16 RT Vol 38 0 7 0 Lane Flow Rate 97 28 31 19 Geometry Grp 2 7 7 2 Degree of Util (X) 0.102 0.038 0.039 0.022 Departure Headway (Hd) 3.786 4.833 4.557 4.119 Convergence, Y/N Yes Yes Yes Yes Cap 940 739 783 861 Service Time 1.838 2.574 2.297 2.181 HCM Lane V/C Ratio 0.103 0.038 0.04 0.022 HCM Control Delay 7.3 7.8 7.5 7.3 HCM Lane LOS A A A A HCM 95th-tile Q 0.3 0.1 0.1 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report Timings Exist 3: NW 12th Ave & NW 22nd St 4a o *0 pUBLICN 0.1 onditt& P.M. Yt Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations 19 I 19 14 Traffic Volume (vph) 40 7 16 0 1225 24 555 Future Volume (vph) 40 7 16 0 1225 24 555 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 2 Detector Phase 3 3 4 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1% 57.1% 57.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 N'4 IEWGov Cycle Length: 140 Actuated Cycle Length: 140 Offset: 63 (45%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St I 7 02 (R) 1- 04 3 80s 35s 25s At06 (R) 80 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r HCM Signalized Intersection Capacity Analysis Exist 3: NW 12th Ave & NW 22nd St fr___ PUBLIC, F9, P.M. bit 1- ak. IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S- Lane Configurations 19 T 44 t '1 Traffic Volume (vph) 40 7 15 16 0 83 0 1225 10 24 Future Volume (vph) 40 7 15 16 0 83 0 1225 10 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.90 0.89 1.00 1.00 Flt Protected 0.95 1.00 0.99 1.00 0.95 Satd. Flow (prot) 1770 1673 1639 3535 1770 Flt Permitted 0.95 1.00 0.94 1.00 0.17 Satd. Flow (perm) 1770 1673 1548 3535 310 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 44 8 17 18 0 92 0 1361 11 27 RTOR Reduction (vph) 0 16 0 0 86 0 0 0 0 0 Lane Group Flow (vph) 44 9 0 0 24 0 0 1372 0 27 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 7.4 7.4 8.5 106.1 106.1 106.1 Effective Green, g (s) 7.4 7.4 8.5 106.1 106.1 106.1 Actuated g/C Ratio 0.05 0.05 0.06 0.76 0.76 0.76 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 93 88 93 2679 234 2682 v/s Ratio Prot c0.02 0.01 c0.39 0.17 v/s Ratio Perm c0.02 0.09 v/c Ratio 0.47 0.10 0.25 0.51 0.12 0.23 Uniform Delay, d1 64.4 63.1 62.7 6.7 4.5 5.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.4 0.5 0.7 1.0 0.2 Delay (s) 67.2 63.5 63.2 7.4 5.5 5.2 Level of Service E E E A A A Approach Delay (s) 65.8 63.2 7.4 5.2 Approach LOS E E A A Intersection Summary E Completion of zd, review inrfealez permit application meet egoremenkuntln Mu l zntl/or:: City INMiami pu. ggzpccoran�a' mees bbfflh In eCIW or p Miami giThewpkabl metimrtzngset fody WUrmiew Miami .mcation eadetlecNmearingr rendireither thepemri[a recommendation Nion or a healdecisio ienMeiNea remmmerdation or a final decision. �RF S „3 01/22/19 555 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 617 0 0 0 617 0 NA 2 4 IEW COV 1900 HCM 2000 Control Delay 11.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r HCM 2010 TWSC Exist 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 6 6 80 19 4 Future Vol, veh/h 2 6 6 80 19 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 7 7 95 23 5 Major/Minor Minor2 Majorl Major2 Corrpletion of sdff reaewintlic.s permitappkation meet n requirement under urr My aantl/ort oe City of Miami Cotleu , only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance wlM IImellnes set f MI In the Cltyr# neappunaaemean-miang hotlywneew the pemit application at thepubk hearing andts reneith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 135 26 28 0 - 0 Stage 1 26 Stage 2 109 - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 859 1050 1585 Stage 1 997 - Stage 2 916 Platoon blocked, % Mov Cap-1 Maneuver 855 1050 1585 Mov Cap-2 Maneuver 855 - Stage1 992 Stage 2 916 Approach EB NB SB HCM Control Delay, s 8.7 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1585 - 993 HCM Lane V/C Ratio 0.005 - 0.01 HCM Control Delay (s) 7.3 0 8.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations 14" i ++ Traffic Vol, veh/h 0 26 1167 10 0 608 Future Vol, veh/h 0 26 1167 10 0 608 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 28 1255 11 0 654 Major/Minor Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 633 0 0 - Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 641 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 641 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 10.9 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 641 HCM Lane V/C Ratio - 0.044 HCM Control Delay (s) - 10.9 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 11 23 9 6 8 15 69 20 5 23 3 Future Vol, veh/h 4 11 23 9 6 8 15 69 20 5 23 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 12 26 10 7 9 17 77 22 6 26 3 Major/Minor Minor2 Minorl Majorl Major2 Corrpletion of sdff reaewintlic.s permitappkation meet n requirement under urr My aantl/ort oe City of Miami Cotleu , only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance wlM IImellnes set f MI In the Cltyr# neappunaaemean-miang hotlywneew the pemit application at thepubk hearing andts reneith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 170 173 28 181 163 88 29 0 0 99 0 0 Stage 1 40 40 122 122 Stage 2 130 133 59 41 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 920 942 1157 904 955 1069 1584 - 1494 Stage1 1154 1154 - 1065 1065 - Stage 2 1015 1034 - 1112 1146 Platoon blocked, % Mov Cap-1 Maneuver 897 928 1157 865 941 1069 1584 - 1494 Mov Cap-2 Maneuver 897 928 - 865 941 - Stage1 1141 1149 - 1053 1053 Stage 2 989 1023 - 1072 1141 Approach EB WB NB SB HCM Control Delay, s 8.6 8.9 1.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.2 Capacity (veh/h) 1584 - - 1050 948 1494 HCM Lane V/C Ratio 0.011 - 0.04 0.027 0.004 HCM Control Delay (s) 7.3 0 - 8.6 8.9 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh Movement Lane Configurations Traffic Vol, veh/h 0 23 0 1167 624 0 Future Vol, veh/h 0 23 0 1167 624 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 24 0 1228 657 0 0.1 EBL EBR NBL NBT SBT SBR Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 329 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 869 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 869 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 869 HCM Lane V/C Ratio - 0.028 HCM Control Delay (s) - 9.3 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report Timings Exist 8: NW 20th St & NW 17th Avenue 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 r* 19 1' Traffic Volume (vph) 124 553 123 1022 104 381 89 92 297 84 Future Volume (vph) 124 553 123 1022 104 381 89 92 297 84 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 21.0 71.0 21.0 71.0 18.0 50.0 50.0 18.0 50.0 50.0 Total Split (%) 13.1% 44.4% 13.1% 44.4% 11.3% 31.3% 31.3% 11.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 *0 pUBLICN 442 Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 150 (94%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 \liv 04 02 (R) 21s I71s I18s M50 s E 05 IIIl 07 / 08 06 (R) 21s 171s I13s p 50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary 8: NW 20th St & NW 17th Avenue Exist *0 PUBLIC, <p F9 0 ondit'_ P.M. Yt Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary t EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL tt, tt,19 + 124 553 88 123 1022 92 104 381 89 92 297 84 124 553 88 123 1022 92 104 381 89 92 297 84 1 6 16 5 2 12 7 4 14 3 8 18 0 0 0 0 0 0 0 0 0 0 0 0 E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4 EVIEW C° 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 128 570 91 127 1054 95 107 393 92 95 306 87 1 2 0 1 2 0 1 1 1 1 1 1 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 2 2 2 2 2 2 2 2 2 2 2 2 299 1598 254 471 1714 154 218 425 362 159 415 353 0.06 0.69 0.69 0.06 0.69 0.69 0.06 0.23 0.23 0.05 0.22 0.22 1774 3059 487 1774 3284 296 1774 1863 1583 1774 1863 1583 128 329 332 127 568 581 107 393 92 95 306 87 1774 1770 1777 1774 1770 1811 1774 1863 1583 1774 1863 1583 5.4 12.1 12.1 5.4 27.4 27.4 7.4 33.0 7.6 6.6 24.4 7.2 5.4 12.1 12.1 5.4 27.4 27.4 7.4 33.0 7.6 6.6 24.4 7.2 1.00 0.27 1.00 0.16 1.00 1.00 1.00 1.00 299 924 928 471 924 945 218 425 362 159 415 353 0.43 0.36 0.36 0.27 0.61 0.62 0.49 0.92 0.25 0.60 0.74 0.25 382 924 928 555 924 945 247 512 435 198 512 435 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.77 0.77 0.77 1.00 1.00 1.00 1.00 1.00 1.00 18.9 13.5 13.5 16.3 15.9 15.9 46.1 60.4 50.6 47.9 57.8 51.1 0.4 1.1 1.1 0.1 2.4 2.3 0.6 19.8 0.3 1.3 3.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 6.1 6.2 2.6 13.9 14.2 3.7 19.4 3.4 3.3 13.0 3.2 19.3 14.6 14.6 16.4 18.2 18.2 46.7 80.2 50.8 49.3 61.6 51.4 B B B B B BD F D D E D 789 1276 592 488 15.4 18.0 69.6 57.4 B B E E 1 1 13.5 6.0 15.0 7.4 0.1 2 2 89.5 6.0 65.0 29.4 2.9 3 3 14.5 6.0 12.0 8.6 0.0 4 4 42.5 6.0 44.0 35.0 1.5 5 5 13.4 6.0 15.0 7.4 0.1 6 6 89.6 6.0 65.0 14.1 1.5 7 7 15.3 6.0 12.0 9.4 0.0 8 8 41.7 6.0 44.0 26.4 1.6 HCM 2010 Ctrl Delay HCM 2010 LOS 33.2 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r Timings Exist 9: NW 14th AVe & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 19 + r* 44. Traffic Volume (vph) 43 574 93 948 277 348 322 14 85 Future Volume (vph) 43 574 93 948 277 348 322 14 85 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 79.0 21.0 79.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 13.1% 49.4% 13.1% 49.4% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 *0 pUBLICN 442 Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 154 (96%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 •1 02 1 21s '79s B 60 s 0 05 ilr -- '06 (R) 21s 179s I60s 5 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 9: NW 14th AVe & NW 20th St *0 pUBLICN 0.1 <09 P.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 Traffic Volume (veh/h) 43 574 92 93 948 25 277 348 322 Future Volume (veh/h) 43 574 92 93 948 25 277 348 322 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 45 604 97 98 998 26 292 366 339 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap,veh/h 308 1561 250 430 1828 48 314 629 534 Arrive On Green 0.04 0.68 0.68 0.05 0.69 0.69 0.34 0.34 0.34 SatFlow,veh/h 1774 3056 490 1774 3524 92 1247 1863 1583 Grp Volume(v), veh/h 45 349 352 98 501 523 292 366 339 Grp Sat Flow(s),veh/h/In 1774 1770 1776 1774 1770 1847 1247 1863 1583 Q Serve(g_s), s 1.9 13.7 13.8 4.2 22.5 22.5 27.1 25.9 28.9 Cycle Q Clear(g_c), s 1.9 13.7 13.8 4.2 22.5 22.5 54.0 25.9 28.9 Prop In Lane 1.00 0.28 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 308 904 907 430 918 958 314 629 534 V/C Ratio(X) 0.15 0.39 0.39 0.23 0.55 0.55 0.93 0.58 0.63 Avail Cap(c_a), veh/h 419 904 907 526 918 958 314 629 534 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 0.95 0.95 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.6 14.8 14.8 17.6 15.4 15.4 62.2 43.7 44.7 Incr Delay (d2), s/veh 0.1 1.2 1.2 0.1 2.2 2.1 33.6 1.7 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.9 6.9 7.0 2.1 11.4 11.8 15.8 13.6 13.0 LnGrp Delay(d),s/veh 18.6 15.9 15.9 17.7 17.6 17.6 95.9 45.4 47.5 LnGrp LOS B B BBBB F D D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4. �QN' VIEW C° 14 85 46 14 85 46 3 8 18 0 0 0 1.00 1.00 1.00 1.00 1.00 1900 1863 1900 15 89 48 0 1 0 0.95 0.95 0.95 2 2 2 51 288 145 0.34 0.34 0.34 79 854 431 152 0 0 1364 0 0 1.0 0.0 0.0 26.9 0.0 0.0 0.10 0.32 485 0 0 0.31 0.00 0.00 485 0 0 1.00 1.00 1.00 1.00 0.00 0.00 38.7 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 4.9 0.0 0.0 39.2 0.0 0.0 D Approach Vol, veh/h 746 1122 997 152 Approach Delay, s/veh 16.1 17.6 60.9 39.2 Approach LOS B B E D Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 89.0 60.0 12.3 87.7 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 73.0 54.0 15.0 73.0 54.0 Max Q Clear Time (g_c+I1), s 3.9 24.5 56.0 6.2 15.8 28.9 Green Ext Time (p_c), s 0.0 2.5 0.0 0.1 1.6 1.3 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 32.6 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r Timings Exist 10: NW 13th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 i* 4 Traffic Volume (vph) 72 801 6 992 13 3 16 13 2 53 Future Volume (vph) 72 801 6 992 13 3 16 13 2 53 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 21.0 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 89.0 89.0 21.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 55.6% 55.6% 13.1% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 4 8 8 Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 84 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St +n4 02(R) 110s p50s E 21s 189s k50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 10: NW 13th Ave & NW 20th St fr___ PUBLIC, F9, ondit"_' "< P.M. Yt Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 'Pi 1 'Pi 114 72 801 11 6 72 801 11 6 1 6 16 5 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1863 1900 1863 73 817 11 6 1 2 0 1 0.98 0.98 0.98 0.98 2 2 2 2 406 2463 33 544 0.92 0.92 0.92 0.04 525 3576 48 1774 73 404 424 6 525 1770 1854 1774 2.3 4.4 4.4 0.1 2.3 4.4 4.4 0.1 1.00 0.03 1.00 406 1219 1277 544 0.18 0.33 0.33 0.01 406 1219 1277 655 1.33 1.33 1.33 1.33 0.92 0.92 0.92 0.21 2.2 2.3 2.3 5.7 0.9 0.7 0.6 0.0 0.0 0.0 0.0 0.0 0.4 2.2 2.3 0.1 3.1 2.9 2.9 5.7 A A A A 901 2.9 A 58 58 12 0 0 1.00 1.00 1.00 1863 1900 1012 59 2 0 0.98 0.98 2 2 2575 150 1.00 1.00 3399 198 527 544 1770 1828 0.0 0.0 0.0 0.0 0.11 1341 1385 0.39 0.39 1341 1385 1.33 1.33 0.21 0.21 0.0 0.0 0.2 0.2 0.0 0.0 0.1 0.1 0.2 0.2 A A 1077 0.2 A 992 992 2 4 i* 13 3 16 13 2 53 13 3 16 13 2 53 7 4 14 3 8 18 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1900 1863 1863 1900 1863 1863 13 3 16 13 2 54 0 1 1 0 1 1 0.98 0.98 0.98 0.98 0.98 0.98 2 2 2 2 2 2 48 7 265 50 5 265 0.17 0.17 0.17 0.17 0.17 0.17 44 42 1583 47 29 1583 16 0 16 15 0 54 86 0 1583 76 0 1583 1.0 0.0 1.4 1.0 0.0 4.7 26.8 0.0 1.4 26.8 0.0 4.7 0.81 1.00 0.87 1.00 55 0 265 55 0 265 0.29 0.00 0.06 0.27 0.00 0.20 208 0 435 209 0 435 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 70.8 0.0 56.0 73.3 0.0 57.4 6.1 0.0 0.2 5.7 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.6 0.7 0.0 2.1 76.9 0.0 56.2 79.0 0.0 58.2 E E E E 32 69 66.5 62.7 E E E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. EVIEW CO Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 126.2 33.8 11.0 115.2 33.8 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 15.0 * 84 44.0 Max Q Clear Time (g_c+I1), s 2.0 28.8 2.1 6.4 28.8 Green Ext Time (p_c), s 2.6 0.1 0.0 2.4 0.3 Intersection Summary HCM 2010 Ctrl Delay 4.5 HCM 2010 LOS A Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r Timings Exist 11: NW 12th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 11, 19 11, 19 .+ r* 19 14) Traffic Volume (vph) 170 547 146 822 149 833 195 85 430 Future Volume (vph) 170 547 146 822 149 833 195 85 430 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 144 (90%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St #� l 1 ) 3 1- 04 20s 162s T 1 21 s 57s 20s 162s T 121s 57s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 11: NW 12th Ave & NW 20th St *0 pUBLICN 0.1 P.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 +4 r* ) Traffic Volume (veh/h) 170 547 117 146 822 141 149 833 195 85 Future Volume (veh/h) 170 547 117 146 822 141 149 833 195 85 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 179 576 123 154 865 148 157 877 205 89 453 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 201 880 187 259 892 153 155 1446 764 108 1054 Arrive On Green 0.03 0.10 0.10 0.15 0.59 0.59 0.12 0.54 0.54 0.08 0.51 SatFlow,veh/h 1774 2905 619 1774 3024 517 1774 3539 1583 1774 2758 Grp Volume(v), veh/h 179 350 349 154 506 507 157 877 205 89 289 Grp Sat Flow(s),veh/h/In 1774 1770 1754 1774 1770 1771 1774 1770 1583 1774 1770 Q Serve(g_s), s 11.0 30.5 30.6 9.8 43.9 43.9 14.0 27.0 10.0 7.9 16.4 Cycle Q Clear(g_c), s 11.0 30.5 30.6 9.8 43.9 43.9 14.0 27.0 10.0 7.9 16.4 Prop In Lane 1.00 0.35 1.00 0.29 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 201 536 531 259 522 522 155 1446 764 108 676 V/C Ratio(X) 0.89 0.65 0.66 0.60 0.97 0.97 1.01 0.61 0.27 0.82 0.43 Avail Cap(c_a), veh/h 223 557 552 294 557 558 155 1446 764 155 676 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.97 0.97 0.97 0.75 0.75 0.75 0.91 0.91 0.91 1.00 1.00 Uniform Delay (d), s/veh 43.8 63.9 64.0 35.2 32.1 32.1 70.7 27.8 18.5 72.7 28.4 Incr Delay (d2), s/veh 28.3 1.9 2.0 1.0 24.7 24.7 71.9 1.7 0.8 14.2 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.0 15.3 15.2 4.8 24.7 24.7 9.9 13.5 4.5 4.3 8.4 LnGrp Delay(d),s/veh 72.2 65.9 66.0 36.2 56.8 56.8 142.6 29.5 19.3 86.9 30.3 LnGrp LOS E E E D E E F C B F C C Approach Vol, veh/h 878 1167 1239 665 Approach Delay, s/veh 67.2 54.1 42.1 38.0 Approach LOS E D D D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 430 430 2 0 4. �QN' VIEW C° 117 117 12 0 1.00 1.00 1900 123 0 0.95 2 284 0.51 743 287 1732 16.7 16.7 0.43 662 0.43 662 1.33 1.00 28.4 2.1 0.0 8.3 30.5 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 67.1 19.1 53.8 15.7 71.4 17.8 55.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 18.7 13.0 45.9 9.9 29.0 11.8 32.6 Green Ext Time (p_c), s 0.0 1.3 0.0 1.3 0.0 2.6 0.1 1.5 Intersection Summary HCM 2010 Ctrl Delay 50.5 HCM 2010 LOS D Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r Timings Exist 12: Bob Hope Dr/NW 10th Ave & NW 20th St T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 19 T, 1 Traffic Volume (vph) 166 556 34 634 351 353 42 62 Future Volume (vph) 166 556 34 634 351 353 42 62 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 70.0 21.0 70.0 21.0 48.0 21.0 48.0 Total Split (%) 13.1% 43.8% 13.1% 43.8% 13.1% 30.0% 13.1% 30.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary 4a o *0 pUBLICN 0.1 onditt& P.M. Yt E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 70 (44%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 03 104 02 (R) 21s '70s ir 121s 'ass 05 1 07 T 08 08 (R) 21s 1170s I 12.1s 148s , K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary 12: Bob Hope Dr/NW 10th Ave & NW 20th St Exist *0 PUBLIC, <p F9 0 Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary c 4- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 19 11, 19 ) 166 556 125 34 634 77 351 353 123 42 62 69 166 556 125 34 634 77 351 353 123 42 62 69 1 6 16 5 2 12 7 4 14 3 8 18 0 0 0 0 0 0 0 0 0 0 0 0 F ondit'_ P.M. Yt E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 1.00 1.00 1863 177 1 0.94 2 435 0.08 1774 177 1774 7.7 7.7 1.00 435 0.41 492 1.33 0.81 17.3 0.2 0.0 3.7 17.5 B 1 1 15.8 6.0 15.0 9.7 0.1 1.00 1863 591 2 0.94 2 1535 0.71 2873 363 1770 13.1 13.1 945 0.38 945 1.33 0.81 12.7 1.0 0.0 6.6 13.6 B 901 14.4 B 2 2 85.6 6.0 64.0 18.0 1.7 1.00 1.00 1.00 1.00 1900 1863 133 36 0 1 0.94 0.94 2 2 345 418 0.71 0.03 645 1774 361 36 1749 1774 13.2 1.6 13.2 1.6 0.37 1.00 934 418 0.39 0.09 934 540 1.33 1.33 0.81 1.00 12.7 18.6 1.0 0.0 0.0 0.0 6.5 0.8 13.7 18.7 B B 3 3 10.5 6.0 15.0 5.2 0.0 4 4 48.0 6.0 42.0 44.0 0.0 1.00 1863 674 2 0.94 2 1582 0.66 3178 375 1770 16.0 16.0 881 0.43 881 1.33 1.00 16.3 1.5 0.0 8.0 17.8 B 792 17.8 B 5 5 10.0 6.0 15.0 3.6 0.0 1.00 1.00 1.00 1.00 1900 1863 82 373 0 1 0.94 0.94 2 2 192 368 0.66 0.09 386 1774 381 373 1795 1774 16.0 15.0 16.0 15.0 0.22 1.00 893 368 0.43 1.01 893 368 1.33 1.00 1.00 1.00 16.3 57.2 1.5 50.4 0.0 0.1 8.3 14.1 17.8 107.7 B F 6 6 91.5 6.0 64.0 15.2 1.7 7 7 21.0 6.0 15.0 17.0 0.0 4 EVIEW GO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1900 1863 1863 1900 376 131 45 66 73 1 0 1 1 0 0.94 0.94 0.94 0.94 0.94 2 2 2 2 2 347 121 95 160 176 0.26 0.26 0.03 0.20 0.20 1321 460 1774 809 895 0 507 45 0 139 0 1782 1774 0 1705 0.0 42.0 3.2 0.0 11.4 0.0 42.0 3.2 0.0 11.4 0.26 1.00 0.53 0 468 95 0 336 0.00 1.08 0.47 0.00 0.41 0 468 211 0 447 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.0 59.0 52.3 0.0 56.1 0.0 66.2 1.3 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 29.3 1.6 0.0 5.4 0.0 125.2 53.7 0.0 56.8 F D E 880 184 117.8 56.0 F E 8 8 37.5 6.0 42.0 13.4 0.7 HCM 2010 Ctrl Delay HCM 2010 LOS 51.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report O r Timings Exist 13: NW 12th Ave & NW 16th St 4- k t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 1i419 + r* 1 1 + Traffic Volume (vph) 64 13 112 47 140 30 983 49 616 Future Volume (vph) 64 13 112 47 140 30 983 49 616 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 19.0 19.0 96.0 19.0 96.0 Total Split (%) 36.1% 36.1% 36.1% 36.1% 10.6% 10.6% 53.3% 10.6% 53.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary *0 pUBLICN 442 Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 48 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St liksk {s� Yl1 {{�� ryry /!I['y} OL 4R) , 1- n4 19s 196s Nays 'I 5 At06 CR) -Pry:, 19 s 196 s R65 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 13: NW 12th Ave & NW 16th St PUBLIC, fr___ F9, ondit"_' "< P.M. bit Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 T, 19 + r* 19 1'1 Traffic Volume (veh/h) 64 13 65 112 47 140 30 983 55 49 Future Volume (veh/h) 64 13 65 112 47 140 30 983 55 49 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 67 14 68 118 49 147 32 1035 58 52 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 190 42 202 177 279 296 41 2411 135 66 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.03 0.94 0.94 0.05 SatFlow,veh/h 1182 277 1348 1311 1863 1583 1774 3408 191 1774 Grp Volume(v), veh/h 67 0 82 118 49 147 32 537 556 52 Grp Sat Flow(s),veh/h/In 1182 0 1625 1311 1863 1583 1774 1770 1829 1774 Q Serve(g_s), s 9.4 0.0 8.1 15.9 4.1 15.0 3.2 5.4 5.4 5.2 Cycle Q Clear(g_c), s 13.6 0.0 8.1 24.1 4.1 15.0 3.2 5.4 5.4 5.2 Prop In Lane 1.00 0.83 1.00 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 190 0 243 177 279 296 41 1252 1294 66 V/C Ratio(X) 0.35 0.00 0.34 0.67 0.18 0.50 0.78 0.43 0.43 0.79 Avail Cap(c_a), veh/h 394 0 524 403 600 569 128 1252 1294 128 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 0.87 Uniform Delay (d), s/veh 72.8 0.0 68.5 79.3 66.8 65.6 86.8 1.7 1.7 84.8 Incr Delay (d2), s/veh 0.8 0.0 0.6 3.2 0.2 1.0 9.5 0.9 0.9 6.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 0.0 3.7 6.0 2.2 6.6 1.7 2.8 2.8 2.7 LnGrp Delay(d),s/veh 73.6 0.0 69.1 82.5 67.1 66.6 96.3 2.6 2.6 91.4 LnGrp LOS E E F E E F A A F Approach Vol, veh/h 149 314 1125 Approach Delay, s/veh 71.1 72.6 5.3 Approach LOS E E A Timer 1 2 3 4 5 6 7 8 E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecislsn. Z-1 -263 01/22/19 4 �QN' VIEW C° 59 59 12 0 1.00 1.00 1.00 1863 1900 648 62 3 0 0.95 0.95 2 2 3410 324 0.96 0.96 4725 448 463 247 1695 1784 1.2 1.2 1.2 1.2 0.25 2446 1287 0.19 0.19 2446 1287 1.33 1.33 0.87 0.87 1.0 1.0 0.1 0.3 0.0 0.0 0.6 0.7 1.2 1.3 A A 762 7.4 A 616 616 2 0 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.2 135.9 33.9 12.7 133.4 33.9 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 13.0 90.0 58.0 13.0 90.0 58.0 Max Q Clear Time (g_c+I1), s 5.2 3.2 26.1 7.2 7.4 15.6 Green Ext Time (p_c), s 0.0 1.8 0.9 0.0 2.7 0.6 Intersection Summary HCM 2010 Ctrl Delay 19.1 HCM 2010 LOS B K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r Timings Exist 14: NW 12th Ave & NW 14th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 .+ 114419 . r* 19 + Traffic Volume (vph) 135 157 340 446 174 736 167 89 798 Future Volume (vph) 135 157 340 446 174 736 167 89 798 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 31.0 56.0 31.0 56.0 22.0 71.0 31.0 22.0 71.0 Total Split (%) 17.2% 31.1% 17.2% 31.1% 12.2% 39.4% 17.2% 12.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 16 (9%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St #� l 1 �3 (P.)yl4. 1- .22s 71s} =i{ 56s 1\11.05 106 TO f o Onu 22s 71s 1s a56s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Exist 14: NW 12th Ave & NW 14th St *0 pUBLICN 0.1 P.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 ++ 19 144 19 +1 r* ) Traffic Volume (veh/h) 135 157 185 340 446 163 174 736 167 89 Future Volume (veh/h) 135 157 185 340 446 163 174 736 167 89 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 148 173 203 374 490 179 191 809 184 98 877 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 204 289 258 317 549 199 382 1800 1016 337 2226 Arrive On Green 0.08 0.16 0.16 0.13 0.22 0.22 0.09 0.68 0.68 0.05 0.64 SatFlow,veh/h 1774 1770 1583 1774 2545 924 1774 3539 1583 1774 4628 Grp Volume(v), veh/h 148 173 203 374 340 329 191 809 184 98 641 Grp Sat Flow(s),veh/h/In 1774 1770 1583 1774 1770 1700 1774 1770 1583 1774 1695 Q Serve(g_s), s 12.4 16.3 22.2 24.0 33.5 33.9 10.0 19.1 5.8 5.1 16.4 Cycle Q Clear(g_c), s 12.4 16.3 22.2 24.0 33.5 33.9 10.0 19.1 5.8 5.1 16.4 Prop In Lane 1.00 1.00 1.00 0.54 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 204 289 258 317 382 367 382 1800 1016 337 1631 V/C Ratio(X) 0.73 0.60 0.79 1.18 0.89 0.90 0.50 0.45 0.18 0.29 0.39 Avail Cap(c_a), veh/h 298 482 431 317 482 463 411 1800 1016 415 1631 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 Uniform Delay (d), s/veh 58.2 69.9 72.3 57.2 68.5 68.6 21.2 17.4 8.3 22.3 19.8 Incr Delay (d2), s/veh 1.8 1.5 3.9 109.2 14.8 16.3 0.4 0.8 0.4 0.2 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.1 8.1 10.0 13.6 18.0 17.6 4.9 9.5 2.6 2.5 7.8 LnGrp Delay(d),s/veh 60.1 71.4 76.3 166.3 83.3 85.0 21.6 18.2 8.7 22.5 20.5 LnGrp LOS E E E F F F C B A C C C Approach Vol, veh/h 524 1043 1184 1076 Approach Delay, s/veh 70.1 113.6 17.3 20.9 Approach LOS E F B C E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 798 798 2 0 4. �QN' VIEW C° 92 92 12 0 1.00 1.00 1900 101 0 0.91 2 255 0.64 531 337 1769 16.5 16.5 0.30 851 0.40 851 1.33 0.97 19.8 1.3 0.0 8.3 21.1 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 19.1 93.6 21.5 45.8 14.1 98.6 31.0 36.4 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 15.0 64.0 24.0 49.0 15.0 64.0 24.0 49.0 Max Q Clear Time (g_c+I1), s 12.0 18.5 14.4 35.9 7.1 21.1 26.0 24.2 Green Ext Time (p_c), s 0.1 2.7 0.1 2.9 0.1 2.4 0.0 1.9 Intersection Summary HCM 2010 Ctrl Delay 51.8 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix F Growth Rate Calculations NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 FDOT Historic Growth Trends FDOT Growth Rate Summa y RpUBLICN 4. 419 a NOTICE \` Station Number Location Historic Growth- Linear Historic Growth- Exponential Historic Growth- D peouiurzwrtimex H nj j� Mrro ang,narr ma nwm 'It= ��.7 amen°t 10-ear Y 1.39% R-squared 4 12.73% 10-ear Y 1.13% R-squared 4 10.81% 10-ear Y 1146 SR 933/SW/NW 12 Ave - 200' N NW 21 St 0.39% 1.1 °naname adnnor Average 1.39% 12.73% 1.13% 10.81% 0.39% % 01/2" s permit applimdan • 21and/ornecryorMiami urpmm besc,mkloa mra on-mset thely e C,of aldng body h°dyvig re.iew nearing xtl render eiNez final dedzon. K:\FTL_TPTO\043157001 - Miami Produce \Celts\Growth \Growth Rate Summary_FDOT.xlsx COUNTY: 87 MIAMI-DADE SITE: 1146 YEAR FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT SR 933/SW/NW 12 AV, 200' N NW 21 ST AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2017 27000 C N 14000 2016 26500 C N 13500 2015 23500 C N 12000 2014 19900 C N 10500 2013 20500 C N 10500 2012 21000 C N 10500 2011 21500 C N 11000 2010 21500 C N 11000 2009 23500 C N 12500 2008 24500 C N 12000 2007 25500 C N 13000 2006 26500 C N 13500 2005 19800 C N 10500 2004 22500 C N 12500 2003 21000 C N 11500 2002 23000 C N 12000 S 13000 9.00 55.00 4.30 S 13000 9.00 54.50 4.70 S 11500 9.00 54.70 4.30 S 9400 9.00 54.50 4.50 S 10000 9.00 52.40 14.50 S 10500 9.00 55.70 7.20 S 10500 9.00 55.10 4.20 S 10500 8.98 54.08 4.20 S 11000 8.99 53.24 4.40 S 12500 9.09 55.75 5.20 S 12500 8.01 54.34 2.80 S 13000 7.97 54.22 2.60 S 9300 8.80 53.80 5.10 S 10000 9.00 53.30 5.10 S 9500 8.80 53.40 5.80 S 11000 9.80 52.30 4.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES NOTICE CwrpleAan of staff mmwintloMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitaW nwill reel tobescheck etl bra pu tearing In accordance w vl o limelines set brillbrillIn the Cltyof Miami Code. The appf ble ckcison-maMng body vlg retlew the petit application at Mepublic hearinwrd render eiNea , recommendation or a final Eetlson. PZ-18-263 01/22/19 Traffic Trends SR 933/SW/NW 12 AV -- 200' N NW 21 ST County: Station #: Highway: Miami (87) 1146 SR 933/SW/NW 12 AV Average Daily Traffic (Vehicles/Day) 35000 30000 25000 20000 15000 10000 5000 — =Observed Count -Fitted Curve 0 2008 2013 2018 2023 2028 2033 Year Trend R-squared: 12.73% Trend Annual Historic Growth Rate: 1.39% Printed: 27-Jun-18 Straight Line Growth Option *ORpUBLIC/ , 0-4r 0 O Q NOTICE Year Traffic (ADT/AADT) Count* Trend** 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 24500 23500 21500 21500 21000 20500 19900 23500 26500 27000 21600 21900 22200 22500 22800 23100 23400 23700 24000 24300 *Axle -Adjusted CwmpleAan of staff mmwintloMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitaW nwill reel tobescheck etl bra pu tearing In accordance w o limellnes setbrthln the Cltyof Miami Code. The appf ble ckcison-maMng body vlg retlew the petit application at Mepublic hearing and render eiNea recommendation or a final Eetlson. \PZ-18-263 01/22/19 \�. I E W CD�Q r Traffic Trends SR 933/SW/NW 12 AV -- 200' N NW 21 ST County: Station #: Highway: Miami (87) 1146 SR 933/SW/NW 12 AV Average Daily Traffic (Vehicles/Day) 35000 30000 25000 20000 15000 10000 5000 — =Observed Count -Fitted Curve 0 2008 2013 2018 2023 2028 2033 Year Trend R-squared: 10.81% Compounded Annual Historic Growth Rate: 1.13% Printed: 27-Jun-18 Exponential Growth Option Year *ORpUBLIC/y 4,1 a NOTICE Traffic (ADT/AADT) CwmpleAan of staff mmwintloMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitaW nwill reel tobescheck etl bra pu tearing In accordance w o limellnes setbrthln the Cltyof Miami Code. The appf ble ckcison-maMng body vlg retlew the petit application at Mepublic hearing and render eiNea recommendation or a final Eetlson. 'rJ.\PZ-18-263 01/22/19 Count* Trend** 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 24500 23500 21500 21500 21000 20500 19900 23500 26500 27000 21700 21900 22200 22400 22700 23000 23200 23500 23800 24000 *Axle -Adjusted \�. I E W CD�Q r Traffic Trends SR 933/SW/NW 12 AV -- 200' N NW 21 ST County: Station #: Highway: Miami (87) 1146 SR 933/SW/NW 12 AV Average Daily Traffic (Vehicles/Day) 30000 — 25000 20000 15000 10000 5000 — 0 =Observed Count -Fitted Curve I I I I I 2008 2013 2018 2023 2028 2033 Year Trend R-squared: 1.13% Compounded Annual Historic Growth Rate: 0.39% Printed: 27-Jun-18 Decaying Exponential Growth Option Year *ORpUBLIC/y 4,1 a NOTICE Traffic (ADT/AADT) CempleAan of staff mmwintloMes permit appliadan meet rniirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitanW vl n will need to besd,�tletl bra puiamiCong In The hence limellnes set fond In the Cltyof the Me. The applicable ckcison-maMngbody render Btlew the petit appliralion at Mepublic hearing and render eiNea recommendation or a final Eetlson. 'rJ.\PZ-18-263 01/22/19 Count* Trend** 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 24500 23500 21500 21500 21000 20500 19900 23500 26500 27000 22400 22600 22800 22900 23000 23000 23100 23100 23200 23200 *Axle -Adjusted \�. I E W CD�Q r NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 SERPM Analysis SERPM Growth Rate Summary Q 11 Street Name 2010 2040 Difference Annua •P4r9�ti 97 R. [hepeMiami CILZ i[appGc NW 12th Ave 22,096 30,236 8,140 1.2 4 . p; 22,096 30,236 8,140 1.23% 'C 22,360 30,727 8,367 1.25% 22,146 30,066 7,920 1.19% 33,267 38,380 5,113 0.51% 50,068 50,322 254 0.02% 53,972 53,340 -632 -0.04% NW 20th Street 28,309 33,873 5,564 0.66% 24,052 29,850 5,798 0.80% 24,052 29,926 5,874 0.81% 21,156 26,682 5,526 0.87% 21,484 26,914 5,430 0.84% 12,320 22,054 9,734 2.63% 12,033 22,157 10,124 2.80% 15,209 26,964 11,755 2.58% NW 10th Ave 4,518 8,226 3,708 2.74% 8,371 14,331 5,960 2.37% NW 14th Ave 8,204 11,048 2,844 1.16% 12,095 17,853 5,758 1.59% NW 17th Ave 8,231 10,746 2,515 1.02% 8,269 12,198 3,929 1.58% NW 29th St 14,622 19,889 5,267 1.20% 15,028 20,427 5,399 1.20% Total 463,958 596,445 132,487 0.95% OTICE iff review indealez permit application meet ent under Murry aantl/oftoe City of Miami mit application vvill reel b be zu,mdetl for a romance %AN ameunes set forth In me Gig or apptiadetleciL tlng hotly WU eew Lion at thepubtic hearing arm rents eiNea nmerdation or a final tledzion. -18-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Growth\Growth Rate Summary_FDOT.xlsx Miami Produce 2010 Volumes SERPM 7.071 pUBLIC/y, o. 0 4921 8497 13414 13331 1170 O 0 3091 8121 0 2180 7793 0 V ▪ 9699 9222 to 0 0 1636 2155 anuand HILT MN 4756 28607 W I--s ✓ O ...IN.) 8718 T CO CO 0 Ul 28309 3311 19146 OD 0 00 0 N w 0 N T O V 0 O 702 3572 24052 sti 15368 Ul Ul 813 24052 3357 w w 0 w T T O N 14649 1710 1153 0 O N co 2165 21156 w O 0 W 14622 1688 2195 21484 9078 7705 9022 15028 1026 0 13932 NW 29th Street kO NJ NJ W O N N T N Lrl 1628 1586 12320 878 1598 °' 15604 T T O O T w w T a 51928 co co 00 12033 10233 w N O V ui w NJ - N 22462 26281 1ZnQ7 5385 61 13 2460 1044 w T O 1552 15239 N 2375 1254 W ' 16 15209 14758 5 NW 20th Street 18587 act/ .h5 O 6466 2344%, R 7412 88445" Ttiti S(1 I9LSi NOTICE cent offtaff renewintloMes permitappliatian meet weer Miami alantl/or the City of Mimi Code, only. I pamitappticaton Ma reel bbemhecateC bra pudk hetsag In accordance eAM timelines set forth In the City at Miami . The applicable tlecison-maMng hotly Miariew - the perrl' application at amputate hearing ere Ientleatera recommendation or a final decision. O II Pz-18-263 �.� 01/22/19 Q\� • A... IEW CO, 10355 w N CO CO N 6348 O 0 L u1 O V T T O T LO LO 10380 O T T 5580\ r 14876 3303 8500 3581 4374 21425 XD 2 0 211918� ��Jmac', os o dj W 31669 1 `23870 143 s 1918� (Licensed to Kimley Horn and Associates Inc) 11377 16074 34919 /1.iL 15659 33873 12901 29850 16372 12831 11317 963 1-1 to to 2349 29926 11 GAt1 Miami Produce CF2040 Volumes SERPM7.071 19843 2192 26682 10332 11375 19889 26914 11054 22451 24558 982 19836 Street Ul Ul 20427 NW 29t O w W 0 1606 1595 22054 O O O u, 56773 0 9280 1124 O rD 943 to 22157 N rn 18836 00 W 00 W 00 Ul 63 1843 24236 rn 2132 1400 W W 26964 2346 1903 26922 NNW 20th Street ti 2553� 117b/ N W 00 CO N o TICE Completion ofzt , �- intliMez permitappliadan meet milimern requirenenls Me MM. nand/or Me City of Mimi publIC nly.htizpeoe�a nvntlmeal bb ree In the pudk gln accorda�. vAN tlmelines setroMln Ne Clryd V Orli '� detlecrnhearagled reyvillretiery �Fk tapplicalion .�M�pubra heal decision. reiNea remmm norafirelEetlzbn. PZ 8-263 44460 /22/19 2153 Ztiti 15072 00 CO 00 �Dcj /-r787 35831 28377j1,<23546 oo 21 134 73E c)9 sto o co 31 1591:358] NINV '64 391: 32865 5568 • (Licensed to Kimley Horn and Associates Inc) NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk unde Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix G Trip Generation NOTICE CwmpleAan of staff mmwindiMes permit appliatian meets mitimtrn requirements under Muni 21ancl/or the City of Miami Code, only. his permit apWcation will reel b Itesd,¢Ided br pu tearing In accordance tmeunes set fond In the Cltyof Miami Code. The appf ble ckcison-making body vig retlew the pe it appliralion at thepublic hearing and rendereiNea recommendation or a final dedzun. PZ-18-263 01/22/19 EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS-BYEW CAPTURE PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 warehousing 10 150 151.147 ksf 77% 23% 33 10 43 10.0% 4 31 8 39 0.0% 0 31 8 39 0.0% 0 31 8 39 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 33 10 43 10.0% 4 31 8 39 0.0 % 0 31 8 39 0.0 % 0 31 8 39 150 Y=0.12"(X)+25.32 16% VOF Reduction 5 1 6 Existing Vehicle Trips 26 7 33 Existing Vehicle Trips + Transit Trips 28 9 37 Existing Person -Trips (1.4 persons per vehicle) 39 13 52 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 nnuitifamiiy Housing(Migh-Rise) 10 222 1200 du 24% 76% 84 265 349 23.6% 82 64 203 267 2.6% 7 63 197 260 0.0% 0 63 197 260 2 Hotel 10 310 227 room 59% 41% 64 44 108 23.6% 25 49 34 83 14.5% 12 49 22 71 0.0% 0 49 22 71 3 Junioncommuni y college 10 540 500 stu 81% 19% 149 35 184 23.6% 43 114 27 141 11.6% 16 104 21 125 0.0% 0 104 21 125 4 Shopping Center 10 820 74.8 ksf 62% 38% 117 72 189 23.6% 45 89 55 144 22.9% 33 68 43 111 0.0% 0 68 43 111 5 General Office Bunging 10 710 230.886 ksf 86% 14% 210 34 244 23.6% 58 160 26 186 11.6% 22 147 17 164 0.0% 0 147 17 164 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 624 450 1,074 23.6% 253 476 345 821 11.0% 90 431 300 731 0.0% 0 431 300 731 222 310 540 820 710 Y=0.28"(X)+12.86 Y=0.5*(X)+-5.34 LN(Y)= 0.63*LN(X)+1.3 Y=0.5*(X)+151.78 Y=0.94*(X)+26.49 16% VOF Reduction 69 48 117 Proposed Vehicle Trips 362 252 614 Proposed Vehicle Trips + Transit Trips 510 357 867 Proposed Person -Trips (1.4 persons per vehicle) 714 500 1,214 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 482 348 830 675 487 1,162 K:\FTLTPTO\043157001 - Miami Produce\Calcs\Trip Gen TRIP GEN 10AM.xlsx: PRINT -PEAK HOUR 7/5/2018,1:42 PM NOTICE CwmpleAan of staff mmwindiMes permit appliatian meets mitimtrn requirements under Muni 21ancl/or the City of Miami Code, only. his permit apWcation will reel b Itesd,¢Ided br pu tearing In accordance tmeunes set fond In the Cltyof Miami Code. The appf ble ckcison-making body vig retlew the pe it appliralion at thepublic hearing and rendereiNea recommendation or a final dedzun. PZ-18-263 01/22/19 EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS-BYEW CAPTURE PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 warehousing 10 150 151.147 ksf 27% 73% 12 34 46 10.0% 5 11 30 41 0.0% 0 11 30 41 0.0% 0 11 30 41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 12 34 46 10.0% 5 11 30 41 0.0 % 0 11 30 41 0.0 % 0 11 30 41 150 Y=0.12"(X)+27.82 16% VOF Reduction 2 5 7 Existing Vehicle Trips 9 25 34 Existing Vehicle Trips + Transit Trips 10 29 39 Existing Person -Trips (1.4 persons per vehicle) 14 41 55 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 nnuitifamiiy Mousing(High-Rise) 10 222 1200 du 61% 39% 254 163 417 23.6% 99 194 124 318 23.0% 74 145 99 244 0.0% 0 145 99 244 2 Hotel 10 310 227 room 51% 49% 73 71 144 23.6% 34 56 54 110 14.4% 16 43 51 94 0.0% 0 43 51 94 3 Junioncommuniy College 10 540 500 stu 56% 44% 86 68 154 23.6% 36 66 52 118 8.0% 9 61 48 109 0.0% 0 61 48 109 4 shopping center 10 820 74.8 ksf 48% 52% 210 228 438 23.6% 104 160 174 334 26.6% 89 128 117 245 34.0% 83 84 78 162 5 General Office Bunging 10 710 230.886 ksf 16% 84% 40 212 252 23.6% 59 31 162 193 8.0% 16 28 149 177 0.0% 0 28 149 177 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa on Total: 663 742 1,405 23.6% 332 507 566 1,073 19.0% 204 405 464 869 9.6% 83 361 425 786 222 310 540 820 710 Y=0.34"(X)+8 56 Y=0.75*(X)+-26.02 LN(Y) = 0.68*LN(X)+0.81 LN(Y) = 0.74*LN(X)+2.89 LN(Y) = 0.95*LN(X)+0.36 16% VOF Reduction 59 67 126 Proposed Vehicle Trips 302 358 660 Proposed Vehicle Trips + Transit Trips 458 534 992 Proposed Person -Trips (1.4 persons per vehicle) 641 748 1,389 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 448 505 953 627 707 1,334 K:\FTLTPTO\043157001 - Miami Produce\Calcs\Trip Gen TRIP GEN 10PM.xlsx: PRINT -PEAK HOUR 7/5/2018,1:42 PM *0 pUBLICN o<a 0 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation E Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour NOTICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitappticationvnti reeler bescheckledeC fora pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Code. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. sPZ-18-263 01/22/19 IE SUMMARY (PROPOSED) p ZRestaurant _ GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 274 53 97 214 Retail 89 55 160 174 Cinema/Entertainment Residential 64 203 194 124 Hotel 49 34 56 54 476 345 507 566 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 15 8 17 Retail 21 12 32 57 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 1 6 49 25 Hotel 0 12 13 3 45 45 102 102 OUTPUT Total % Reduction 11.0% 19.0% Office 11.6% 8.0% Retail 22.9% 26.6% Restaurant Cinema/Entertainment Residential 2.6% 23.3% Hotel 14.5% 14.5% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 251 38 89 197 Retail 68 43 128 117 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 63 197 145 99 Hotel 49 22 43 51 300 405 464 v4 GOV r NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix H Cardinal 1 rip Distriaution a pUBLIC Miami -Dade 2010 Directional Distribution Summary Q NOTICE ..tea a Miaryor the wuedroce • =hZ "„°=°oa �"'s"w=e0' '" fi 18 263 Origin TAZ Cardinal Directions �urem '""1®irpWaun County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW p ° NVit=7,_ "5. PZ 493 3393 TRIPS 1,376 474 772 455 1,048 1,082 1,257 '9,t•• 01/22/11, 493 3393 PERCENT 17.8 6.2 10.0 5.9 13.6 14.0 16.3 REVIEW C2 494 3394 TRIPS 365 185 208 207 432 487 284 410 2,578 494 3394 PERCENT 14.2 7.2 8.1 8.0 16.8 18.9 11.0 15.9 495 3395 TRIPS 96 34 29 152 198 194 144 179 1,026 495 3395 PERCENT 9.4 3.3 2.8 14.8 19.3 18.9 14.0 17.5 496 3396 TRIPS 200 48 79 114 278 228 130 163 1,240 496 3396 PERCENT 16.1 3.9 6.4 9.2 22.4 18.4 10.5 13.2 497 3397 TRIPS 45 60 50 103 103 76 43 41 521 497 3397 PERCENT 8.6 11.5 9.6 19.8 19.8 14.6 8.3 7.9 498 3398 TRIPS 428 106 125 134 270 357 239 317 1,976 498 3398 PERCENT 21.7 5.4 6.3 6.8 13.7 18.1 12.1 16.0 499 3399 TRIPS 420 172 128 269 329 496 366 390 2,570 499 3399 PERCENT 16.3 6.7 5.0 10.5 12.8 19.3 14.2 15.2 500 3400 TRIPS 441 179 164 128 340 504 278 415 2,449 500 3400 PERCENT 18.0 7.3 6.7 5.2 13.9 20.6 11.4 17.0 501 3401 TRIPS 280 83 206 101 150 347 302 300 1,769 501 3401 PERCENT 15.8 4.7 11.6 5.7 8.5 19.6 17.1 17.0 502 3402 TRIPS 180 58 100 73 147 226 178 161 1,123 502 3402 PERCENT 16.0 5.2 8.9 6.5 13.1 20.1 15.9 14.3 503 3403 TRIPS 246 78 86 122 93 318 312 253 1,508 503 3403 PERCENT 16.3 5.2 5.7 8.1 6.2 21.1 20.7 16.8 504 3404 TRIPS 44 38 16 35 91 101 87 40 452 504 3404 PERCENT 9.7 8.4 3.5 7.7 20.1 22.4 19.3 8.9 505 3405 TRIPS 361 106 127 255 416 473 386 348 2,472 505 3405 PERCENT 14.6 4.3 5.1 10.3 16.8 19.1 15.6 14.1 506 3406 TRIPS 394 103 165 249 431 463 430 351 2,586 506 3406 PERCENT 15.2 4.0 6.4 9.6 16.7 17.9 16.6 13.6 507 3407 TRIPS 437 57 172 259 274 464 233 370 2,266 507 3407 PERCENT 19.3 2.5 7.6 11.4 12.1 20.5 10.3 16.3 508 3408 TRIPS 3 0 10 11 57 47 45 19 192 508 3408 PERCENT 1.6 0.0 5.2 5.7 29.7 24.5 23.4 9.9 509 3409 TRIPS 104 65 41 97 110 117 99 114 747 509 3409 PERCENT 13.9 8.7 5.5 13.0 14.7 15.7 13.3 15.3 510 3410 TRIPS 752 372 410 466 873 855 618 607 4,953 510 3410 PERCENT 15.2 7.5 8.3 9.4 17.6 17.3 12.5 12.3 511 3411 TRIPS 365 80 132 394 424 453 314 428 2,590 511 3411 PERCENT 14.1 3.1 5.1 15.2 16.4 17.5 12.1 16.5 512 3412 TRIPS 126 38 56 78 260 269 210 176 1,213 512 3412 PERCENT 10.4 3.1 4.6 6.4 21.4 22.2 17.3 14.5 513 3413 TRIPS 1,173 226 495 668 805 1,510 855 995 6,727 281 MOBILITY OPTIONS a pUBLIC Miami -Dade 2040 Directional Distribu Q 'n 5fff onw Ineedtorthe• . `T i hotly _ "„°�°oa�"'s"w�e0' '" fi 3 18 263 Origin TAZ Cardinal Directions '9 County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW nopp r naccof'aWrauonvnirieetlroce P°�` '9^a"°'�`e pu c Miani Cod°.TMap�iraGe tills Waa� 4). PZ 493 3393 TRIPS 1,498 730 1,182 779 1,287 1,303 1,423 '9,t• 2 01/22/9916� 493 3393 PERCENT 15.8 7.7 12.5 8.2 13.6 13.8 15.0 RFV►EW C2 494 3394 TRIPS 509 269 292 456 527 527 426 429 3,435 494 3394 PERCENT 14.8 7.8 8.5 13.3 15.3 15.3 12.4 12.5 495 3395 TRIPS 201 102 117 195 202 219 162 141 1,339 495 3395 PERCENT 15.0 7.6 8.7 14.6 15.1 16.4 12.1 10.5 496 3396 TRIPS 220 138 125 163 294 301 133 161 1,535 496 3396 PERCENT 14.3 9.0 8.1 10.6 19.2 19.6 8.7 10.5 497 3397 TRIPS 94 176 112 190 95 111 61 29 868 497 3397 PERCENT 10.8 20.3 12.9 21.9 10.9 12.8 7.0 3.3 498 3398 TRIPS 307 160 202 153 370 307 298 317 2,114 498 3398 PERCENT 14.5 7.6 9.6 7.2 17.5 14.5 14.1 15.0 499 3399 TRIPS 406 188 265 328 317 475 388 394 2,761 499 3399 PERCENT 14.7 6.8 9.6 11.9 11.5 17.2 14.1 14.3 500 3400 TRIPS 977 667 763 668 956 1,184 1,200 1,140 7,555 500 3400 PERCENT 12.9 8.8 10.1 8.8 12.7 15.7 15.9 15.1 501 3401 TRIPS 600 282 263 347 352 686 688 682 3,900 501 3401 PERCENT 15.4 7.2 6.7 8.9 9.0 17.6 17.6 17.5 502 3402 TRIPS 250 131 142 233 176 417 298 333 1,980 502 3402 PERCENT 12.6 6.6 7.2 11.8 8.9 21.1 15.1 16.8 503 3403 TRIPS 492 139 74 132 174 406 303 370 2,090 503 3403 PERCENT 23.5 6.7 3.5 6.3 8.3 19.4 14.5 17.7 504 3404 TRIPS 54 41 42 48 75 104 80 55 499 504 3404 PERCENT 10.8 8.2 8.4 9.6 15.0 20.8 16.0 11.0 505 3405 TRIPS 385 265 287 400 443 586 457 409 3,232 505 3405 PERCENT 11.9 8.2 8.9 12.4 13.7 18.1 14.1 12.7 506 3406 TRIPS 862 237 361 637 687 1,005 790 688 5,267 506 3406 PERCENT 16.4 4.5 6.9 12.1 13.0 19.1 15.0 13.1 507 3407 TRIPS 433 188 274 361 345 492 400 400 2,893 507 3407 PERCENT 15.0 6.5 9.5 12.5 11.9 17.0 13.8 13.8 508 3408 TRIPS 255 121 150 359 377 300 235 247 2,044 508 3408 PERCENT 12.5 5.9 7.3 17.6 18.4 14.7 11.5 12.1 509 3409 TRIPS 117 77 90 84 161 148 105 132 914 509 3409 PERCENT 12.8 8.4 9.9 9.2 17.6 16.2 11.5 14.4 510 3410 TRIPS 915 475 546 772 962 1,081 830 827 6,408 510 3410 PERCENT 14.3 7.4 8.5 12.1 15.0 16.9 13.0 12.9 511 3411 TRIPS 484 170 238 562 547 690 451 467 3,609 511 3411 PERCENT 13.4 4.7 6.6 15.6 15.2 19.1 12.5 12.9 512 3412 TRIPS 417 163 238 430 428 548 467 376 3,067 512 3412 PERCENT 13.6 5.3 7.8 14.0 14.0 17.9 15.2 12.3 513 3413 TRIPS 2,077 449 947 1,982 2,168 3,211 2,213 2,289 15,336 1041 MOBILITY OPTIONS 4° O Oa PUBLIC/1 F9, 0 Cardinal Distribution for TAZ 494 14.5% 15% 11.6% 12% 14.4% 14% Year 2 Applied Perce 7.4% 7% 1 17.5% 18% 16.2% 16% 10.1 10% Cardinal Trip Distribution 8.3% 8% Cardinal Direction Percentage of Trips 2022 Interpolated 2022 Rounded 2010 2040 North -Northeast 14.2% 14.8% 14.4% 14% East -Northeast 7.2% 7.8% 7.4% 7% East -Southeast 8.1% 8.5% 8.3% 8% South -Southeast 8.0% 13.3% 10.1% 10% South -Southwest 16.8% 15.3% 16.2% 16% West -Southwest 18.9% 15.3% 17.5% 18% West -Northwest 11.0% 12.4% 11.6% 12% North -Northwest 15.9% 12.5% 14.5% 15% Total 100% 100% 100% 100% NOTICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Castle, only. his pmnitapptication will reel bescheckledckeC fora pudic rearing In accordance tlmellnes set forth In the Cltyor Miami Castle. The appf ble decdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. PZ-18-263 01/22/19 vgg'4 IEW COV r O:\JMcW\Miami Produce\Calcs\Distribution\Cardinal Distrbution.xls NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel et be schelhetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Appendix I Volume Development Worksheets INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 28th Street and SR 933/NW 12th Avenue June 5, 2018 0.91 0.95 NOTICE Completion Dfs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnitappticationvole reel tr bes heckd for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf ueLcn-making bodyvigeNew the permit appliralion at thepubpubtic hearings ld rents eiNea recommendation or a final derizion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 65 121 69 8 80 46 45 611 19 48 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 67 I 125 I 71 I 18 I 82 I 47 I I 46 1629 I 20 I I 49 11,105 I 63 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 58 102 52 7 149 93 96 1,195 22 45 573 69 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 60 I 105 I 54 I 7 I 153 I 96 I 99 I 1,231 I 23 I I 46 I 590 I 71 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 7 13 7 8 5 5 64 2 5 113 6 AM NON -PROJECT TRAFFIC 74 138 78 9 90 52 51 693 22 54 1,218 69 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:ME:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 6 6 16 10 10 126 2 5 60 7 PM NON -PROJECT TRAFFIC 66 116 60 8 169 106 109 1,357 25 51 650 78 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 33.0% Exiting 33.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 81 111 AM TOTAL PROJECT TRAFFIC 81 111 AM TOTAL TRAFFIC 74 138 78 9 90 52 51 774 22 54 1,329 69 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR -2 110 97 108 97 PM TOTAL TRAFFIC 66 116 60 8 169 106 109 1,465 25 51 747 78 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 22nd Street and NW 13th Avenue June 5, 2018 0.90 0.90 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 19 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 15 I 48 I 40 I 50 I 63 I I 20 I 52 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 5 40 7 48 37 16 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 5 41 7 49 38 I I 16 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 5 4 5 6 2 5 AM NON -PROJECT TRAFFIC 17 53 44 55 69 22 57 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 4 5 4 2 PM NON -PROJECT TRAFFIC 6 45 8 54 42 1 18 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 60.0% Exiting 40.0% Net New Distribution Entering 12.0% 43.0% Exiting 12.0% 23.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 26 16 Net New 40 145 29 56 AM TOTAL PROJECT TRAFFIC 40 171 29 72 AM TOTAL TRAFFIC 17 53 84 171 29 55 141 22 57 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 26 15 35 126 40 77 35 152 40 92 PM TOTAL TRAFFIC 6 45 43 152 40 54 134 1 18 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 22nd Street and SR 933/NW 12th Avenue June 5, 2018 0.90 0.90 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 592 7 89 968 1 030 1.030 1.030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 66 I 31 I 36 I I 22 I I 32 I 610 I 7 I I 92 I 997 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 39 7 15 16 81 1,189 10 23 539 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 40 7 15 16 83 I 1,225 I 10 I 24 I 555 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 7 3 4 2 3 62 9 102 AM NON -PROJECT TRAFFIC 73 34 40 24 35 672 8 101 1,099 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 4 2 2 8 125 2 57 PM NON -PROJECT TRAFFIC 44 8 17 18 91 1,350 11 26 612 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 30.0% -30.0% -30.0% 30.0% Exiting 30.0% 10.0% Net New Distribution Entering 10.0% 33.0% Exiting 23.0% 10.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 12 4 13 -13 -13 13 Net New 56 34 25 111 AM TOTAL PROJECT TRAFFIC 68 4 47 12 -13 124 AM TOTAL TRAFFIC 141 34 44 24 35 47 684 8 101 1,086 124 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 4 13 -13 -13 13 Net New 77 29 33 97 PM TOTAL PROJECT TRAFFIC 88 4 42 20 -13 110 PM TOTAL TRAFFIC 132 8 21 18 91 42 1,370 11 26 599 110 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 21st Terrace and NW 13th Avenue June 5, 2018 0.84 0.84 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vntl reel b be sormUea for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-miring body resew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 37 1.030 1.030 1.030 1.03140 1.030 1.030 1.030 1.030 1.030 1.03130 1.03980 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 1 31 1 114 1 1 1 1 I 13 I 101 I I I 66 I 38 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 2 6 6 78 18 4 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 2 6 I80 I I I 19 4 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 3 10 7 4 AM NON -PROJECT TRAFFIC 34 15 73 42 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 8 2 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 10.0% Exiting 10.0% 10.0% Net New Distribution Entering 9.0% 11.0% 25.0% Exiting 15.0% 10.0% 21.0% 9.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 4 4 4 Net New 30 74 25 136 22 AM TOTAL PROJECT TRAFFIC 30 74 29 4 140 22 AM TOTAL TRAFFIC 64 15 14 185 29 4 213 64 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 4 4 4 Net New 26 83 33 143 30 PM TOTAL PROJECT TRAFFIC 26 83 37 4 147 30 PM TOTAL TRAFFIC 28 7 7 171 37 4 168 34 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 21st Terrace and SR 933/NW 12th Avenue June 5, 2018 0.97 0.93 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vntl reel b be sormUea for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-miring body resew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 595 21 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 30 1.030 1.030 1.0301.030 977 44 AM EXISTING CONDITIONS I I I I 37 I I I I 10 I 613 I 22 I 1,006 I 45 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 4 25 1,133 10 590 3 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I I I 4 I I I 26 I 1,167 I 10 I 1608 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 4 63 2 103 5 AM NON -PROJECT TRAFFIC 41 11 676 24 1,109 50 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 3 119 62 PM NON -PROJECT TRAFFIC 4 29 1,286 11 670 3 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting 20.0% 10.0% Net New Distribution Entering 10.0% Exiting 10.0% 10.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 8 4 Net New 25 59 AM TOTAL PROJECT TRAFFIC 33 59 4 AM TOTAL TRAFFIC 74 11 735 24 1,113 50 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 8 -9 Net New 33 62 PM TOTAL PROJECT TRAFFIC 41 62 -9 PM TOTAL TRAFFIC 45 29 1,348 11 661 3 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 21st Street and NW 13th Avenue June 5, 2018 0.95 0.90 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 4 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 22 I 26 I 38 19 I 9 I 18 I I 22 172 I 21 I I 11 I 58 I 14 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 4 22 9 6 8 15 67 19 5 22 3 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 4 11 23 9 6 8 15 69 20 I 5 I 23 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 3 4 2 2 7 2 6 AM NON -PROJECT TRAFFIC 24 29 42 10 10 20 24 79 23 12 64 15 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 2 2 7 2 2 PM NON -PROJECT TRAFFIC 4 12 25 10 7 9 17 76 22 6 25 3 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 40.0% Exiting 40.0% Net New Distribution Entering 36.0% Exiting 10.0% 36.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 18 16 Net New 121 24 88 AM TOTAL PROJECT TRAFFIC 139 24 104 AM TOTAL TRAFFIC 24 29 42 10 10 20 24 218 23 36 168 15 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 18 16 Net New 105 33 120 PM TOTAL PROJECT TRAFFIC 123 33 136 PM TOTAL TRAFFIC 4 12 25 10 7 9 17 199 22 39 161 3 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 21st Street and SR 933/NW 12th Avenue June 5, 2018 0.91 0.95 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 977 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.0300 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 1 1 1 21 1 1 1 1 1 I 624 I I I 1,006 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 22 1,133 606 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I I I 23 I I I I I I 1,167 I I I I 624 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 64 103 AM NON -PROJECT TRAFFIC 23 688 1,109 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 119 64 PM NON -PROJECT TRAFFIC 25 1,286 688 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 10.0% Exiting 10.0% 10.0% 10.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 25 59 25 AM TOTAL PROJECT TRAFFIC 25 59 25 AM TOTAL TRAFFIC 48 747 1,134 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3 33 62 33 33 62 36 PM TOTAL TRAFFIC 58 1,348 724 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 17th Avenue June 5, 2018 0.94 0.97 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 82 910 83 72 553 1.030 1 030 1.030 1.030 1.030 1 030 1.030 1.030 1.030 1 030 1.030 85 279 11030 1 039 30 1.0301.030 1.030 AM EXISTING CONDITIONS 84 I 937 I 85 I 74 I 570 I 60 I I 88 I 287 I 122 I I 143 I 314 I 62 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 120 537 85 119 992 89 101 370 86 89 288 82 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 124 I 553 I 88 I I 123 11,022 I 92 I 104 I 381 I 89 I I 92 I 297 I 84 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 9 96 9 8 58 6 9 29 12 15 32 6 AM NON -PROJECT TRAFFIC 93 1,033 94 82 628 66 97 316 134 158 346 68 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 13 57 9 13 104 9 39 9 9 30 9 PM NON -PROJECT TRAFFIC 137 610 97 136 1,126 101 115 420 98 101 327 93 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 18.0% Exiting 18.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 60 44 AM TOTAL PROJECT TRAFFIC 60 44 AM TOTAL TRAFFIC 93 1,093 94 82 672 66 97 316 134 158 346 68 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 52 60 52 59 PM TOTAL TRAFFIC 137 662 97 136 1,185 101 115 420 98 101 327 93 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 14th Avenue June 5, 2018 0.94 0.95 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 53 810 210 1.030 1 030 1 030 11030 1 030 1.030 1.030 1.030 1.030 1.03095 534 27 84 92 20 238 47 1.030 1 030 1.030 1.0301.030 1.030 AM EXISTING CONDITIONS 55 I 834 I 216 I 201 I 550 I 28 I I 87 I 95 I 162 I I 21 I 245 I 48 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 42 557 89 90 920 24 269 338 313 14 83 45 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 43 I 574 I 92 I 93 I 948 I 25 I 277 I 348 I 322 I 14 I 85 I 46 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 6 85 22 21 56 3 9 10 17 2 25 5 AM NON -PROJECT TRAFFIC 61 919 238 222 606 31 96 105 179 23 270 53 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 4 59 9 10 97 3 28 36 33 9 5 PM NON -PROJECT TRAFFIC 47 633 101 103 1,045 28 305 384 355 15 94 51 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 9.0% 9.0% Exiting 9.0% 9.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 30 30 22 22 AM TOTAL PROJECT TRAFFIC 30 30 22 22 AM TOTAL TRAFFIC 91 949 238 222 628 31 96 105 179 23 270 75 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 26 26 30 30 26 26 29 30 PM TOTAL TRAFFIC 73 659 101 103 1,074 28 305 384 355 15 94 81 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 13th Avenue June 5, 2018 0.95 0.98 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 45 914 18 24 620 53 40 6 41 27 6 99 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 46 I 941 I 19 I 25 I 639 I 55 41 42 28 I 6 I 102 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 70 778 6 963 56 13 3 16 13 2 51 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 72 I 801 I 11 I I 6 I 992 I 58 I I13 I 16 I I 13 I 2 I 53 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC MMM:MM:ME:ME:MM:MM:MM:MM:MMEM:MM:M Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 5 96 2 3 65 6 4 4 3 10 AM NON -PROJECT TRAFFIC 51 1,037 21 28 704 61 45 7 46 31 7 112 "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH PM NON -PROJECT TRAFFIC 'PROJECT DISTRIBUTION' LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 7 82 101 6 2 5 79 883 12 7 1,093 64 14 3 18 14 2 58 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 20.0% -20.0% -20.0% 20.0% 20.0% 20.0% 9.0% 27.0% 27.0% 9.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 9 -9 -9 9 8 8 Net New 30 91 67 22 AM TOTAL PROJECT TRAFFIC 39 -9 -9 100 75 30 AM TOTAL TRAFFIC 90 1,028 21 28 695 161 45 7 46 106 7 142 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 9 -9 -9 9 8 8 Net New 26 79 90 30 PM TOTAL PROJECT TRAFFIC 35 -9 -9 88 98 38 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and SR 933/NW 12th Avenue June 5, 2018 0.95 0.95 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 135 676 1 030 1 030 110 O 11030 1 040 3 O 1.030 1.030 1.030 1 030 1.0300 73 84 399 1.030 1.0301.030 1.030 1.030 1.03099 730 AM EXISTING CONDITIONS 138 I 696 I 169 I I 144 I 484 I 75 I 87 I 411 I 176 I I 102 I 752 I 134 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 165 531 114 142 798 137 145 809 189 83 417 114 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 170 I 547 I 117 I I 146 I 822 I 141 I I 148 I 833 I 185 I I 85 I 430 I 117 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 14 71 17 15 50 8 9 42 18 10 77 14 AM NON -PROJECT TRAFFIC 153 767 186 159 544 83 96 453 194 112 829 148 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 17 56 12 15 84 14 15 85 20 9 44 12 PM NON -PROJECT TRAFFIC 187 603 129 161 906 155 164 918 215 94 474 129 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 7.0% 20.0% 10.0% Exiting 10.0% 7.0% 10.0% 20.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 25 17 25 24 67 34 49 AM TOTAL PROJECT TRAFFIC 25 17 25 24 67 34 49 AM TOTAL TRAFFIC 178 784 211 159 568 83 163 487 194 112 878 148 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3 33 23 33 21 59 29 66 33 22 33 21 59 29 69 PM TOTAL TRAFFIC 220 625 162 161 927 155 223 947 215 94 543 129 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 10th Avenue June 5, 2018 0.90 0.94 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 119 1 030 1 0 30 1 030 83 435 46 1.030 1 030 1.030 11030 145 103187 68 0 1.030 1.030 1.030 1 030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 123 I 518 I 377 I I 85 I 448 I 47 I 149 I 166 I 90 I I 70 I 209 I 67 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 161 540 121 33 616 75 341 343 119 41 60 67 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 166 I 556 I 125 I 34 I 634 I 77 I 351 I 353 I 123 I 42 62 69 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 13 53 39 9 46 5 15 17 9 7 21 7 AM NON -PROJECT TRAFFIC 136 571 416 94 494 52 164 183 99 77 230 74 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 17 57 13 3 65 8 36 36 13 4 6 7 PM NON -PROJECT TRAFFIC 183 613 138 37 699 85 387 389 136 46 68 76 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 7.0% Exiting 7.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 17 24 AM TOTAL PROJECT TRAFFIC 17 24 AM TOTAL TRAFFIC 136 588 416 94 518 52 164 183 99 77 230 74 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 23 21 22 21 PM TOTAL TRAFFIC 183 635 138 37 720 85 387 389 136 46 68 76 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 16th Street and SR 933/NW 12th Avenue June 5, 2018 0.91 0.95 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 64 62 75 1.030 1.030 1.030 1.030 1.016 76 30 1.030 1.030 11030 1 030 153 579 10 O 11030 1 030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 66 I 64 I 77 I 31 I 16 I 78 I I 158 I 596 I 159 I I 111 I 846 I 99 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 62 13 63 109 46 136 29 954 53 48 598 57 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 64 I13 65 I 112 I 47 I 140 I I 30 I 983 I 55 I I 49 I 616 I 59 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 7 7 8 3 2 8 16 61 16 86 10 AM NON -PROJECT TRAFFIC 73 71 85 34 18 86 174 657 175 122 932 109 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 7 7 5 14 3 100 6 5 63 6 PM NON -PROJECT TRAFFIC 71 14 72 123 52 154 33 1,083 61 54 679 65 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 30.0% Exiting 30.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 101 74 AM TOTAL PROJECT TRAFFIC 101 74 AM TOTAL TRAFFIC 73 71 85 34 18 86 174 758 175 122 1,006 109 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3 88 100 88 103 PM TOTAL TRAFFIC 71 14 72 123 52 154 33 1,171 61 54 782 65 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 14th Street and SR 933/NW 12th Avenue June 5, 2018 0.97 0.91 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vole reel tr be schelheC for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-mring bodyvigeNew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 123 1 030 1 0310 1.030 110 O 1 030 1.03094 343 217 744 531 1 030 1 0 O 1 030 1.0301.0301.030 1.030 11030 1 030 1.03029 663 AM EXISTING CONDITIONS 127 I 465 I 192 I 200 I 353 I 151 I I 224 I 766 I 547 I I 133 I 683 I 132 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 131 152 180 330 433 158 169 715 162 86 775 89 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 135 I 157 I 185 I I 340 I 446 I 163 I I 174 I 736 I 167 I I 89 I 798 I 92 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 13 48 20 20 36 15 23 78 56 14 70 13 AM NON -PROJECT TRAFFIC 140 513 212 220 389 166 247 844 603 147 753 145 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC M:MM:MM:ME:ME:MM:MM:MM:MM:MM:MM:MM:M Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 14 16 19 35 46 17 18 75 17 9 82 9 PM NON -PROJECT TRAFFIC 149 173 204 375 492 180 192 811 184 98 880 101 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 30.0% Exiting 30.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 101 74 AM TOTAL PROJECT TRAFFIC 101 74 AM TOTAL TRAFFIC 140 513 212 220 389 166 247 945 603 147 827 145 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3 88 100 88 103 PM TOTAL TRAFFIC 149 173 204 375 492 180 192 899 184 98 983 101 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 13th Avenue and North Driveway June 6, 2018 0.92 0.92 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vntl reel b be sormUea for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-miring body resew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 119 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 95 AM EXISTING CONDITIONS I I I I I I I I I I 1123 I I I I 98 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 83 23 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 85 I I I 23 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 13 10 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 'PROJECT DISTRIBUTION' LAND USE TYPE 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 9 2 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 50.0% 10.0% Exiting 10.0% 40.0% Net New Distribution Entering 20.0% 30.0% 25.0% Exiting 30.0% 20.0% 15.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 4 16 22 4 Net New 76 50 37 72 109 84 AM TOTAL PROJECT TRAFFIC 80 66 37 72 131 88 AM TOTAL TRAFFIC 80 66 173 72 131 196 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4 15 22 4 107 72 50 60 91 73 111 87 50 60 113 77 PM TOTAL TRAFFIC 111 87 144 60 113 102 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 13th Avenue and South Driveway June 7, 2018 0.92 0.92 NOTICE Completion Df s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vntl reel b be sormUea for a pudic rearing In accordano?w1N tlmellnes set forth In the Cltyor Miami Castle. The appf bletlecdon-miring body resew the permit appliralion at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 110 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I I I I I I I I I I 1113 I I I 82 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 82 27 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I I I I I I I I I I 84 I I I 28 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 12 8 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 9 3 'PROJECT DISTRIBUTION' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 40.0% 10.0% Exiting 40.0% 10.0% Net New Distribution Entering 11.0% 25.0% 25.0% Exiting 25.0% 25.0% 21.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 16 4 18 4 Net New 63 63 37 91 90 51 AM TOTAL PROJECT TRAFFIC 79 67 37 109 94 51 AM TOTAL TRAFFIC 79 67 162 109 94 141 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 16 4 18 4 Net New 90 89 33 75 76 70 PM TOTAL PROJECT TRAFFIC 106 93 33 93 80 70 PM TOTAL TRAFFIC 106 93 126 93 80 101 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelet be.le. fora publictea hng In accortlan mellnes set forth In the ltyor f tla tlC Miami Castle. The apptlecdon-mrire artl ng bodyvig sew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix J Future Background Conditions Analysis NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body it lew the pemit application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 A.M. Peak Hour Timings Future Backgro 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary t EBL EBT EBR WBL WBT WBR NBL NBT SBL S 4 r* 19 ti# 19 14) 74 138 78 9 90 52 51 693 54 1218 74 138 78 9 90 52 51 693 54 1218 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max *0 pUBLICy, onditWW A.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 38 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St IF 2 CR) yr4 76s s ill 06R) y;V 76 s ' s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report *0K PUBLIC/y, HCM 2010 Signalized Intersection Summary Future Backgro 1: NW 12th Ave & NW 28th St onditWW A.M. bit c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations + r* 4 i* 19 1'1 Traffic Volume (veh/h) 74 138 78 9 90 52 51 693 22 54 1218 69 Future Volume (veh/h) 74 138 78 9 90 52 51 693 22 54 1218 69 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 81 152 86 10 99 57 56 762 24 59 1338 76 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 40 58 501 33 258 451 211 2043 64 413 1986 113 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 Sat Flow, veh/h 0 184 1583 0 815 1425 378 3503 110 686 3405 193 Grp Volume(v), veh/h 233 0 86 109 0 57 56 385 401 59 694 720 Grp Sat Flow(s),veh/h/In 184 0 1583 815 0 1425 378 1770 1843 686 1770 1829 Q Serve(g_s), s 0.0 0.0 4.7 0.0 0.0 3.4 10.4 8.2 8.2 3.7 22.1 22.2 Cycle Q Clear(g_c), s 38.0 0.0 4.7 38.0 0.0 3.4 32.6 8.2 8.2 11.9 22.1 22.2 Prop In Lane 0.35 1.00 0.09 1.00 1.00 0.06 1.00 0.11 Lane Grp Cap(c), veh/h 99 0 501 291 0 451 211 1032 1075 413 1032 1067 V/C Ratio(X) 2.36 0.00 0.17 0.37 0.00 0.13 0.27 0.37 0.37 0.14 0.67 0.67 Avail Cap(c_a), veh/h 99 0 501 291 0 451 211 1032 1075 413 1032 1067 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.7 0.0 29.6 31.7 0.0 29.2 15.8 6.5 6.5 8.4 8.1 8.1 Incr Delay (d2), s/veh 642.8 0.0 0.1 0.6 0.0 0.1 2.9 1.0 1.0 0.7 3.5 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 20.9 0.0 2.1 2.7 0.0 1.4 1.3 4.2 4.3 0.8 11.3 12.0 LnGrp Delay(d),s/veh 681.5 0.0 29.7 32.3 0.0 29.3 18.7 7.5 7.5 9.1 11.6 11.5 LnGrp LOS F C C C B A A A B B Approach Vol, veh/h 319 166 842 1473 Approach Delay, s/veh 505.8 31.2 8.2 11.4 Approach LOS F C A B E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 24.2 40.0 34.6 40.0 Green Ext Time (p_c), s 4.2 0.0 2.4 0.0 Intersection Summary HCM 2010 Ctrl Delay 68.0 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r HCM 2010 AWSC Future Backgro 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 7.9 Intersection LOS A Movement Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 41, I 17 53 44 0 0 0 0 55 69 22 57 0 17 53 44 0 0 0 0 55 69 22 57 0 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 2 2 2 2 2 2 2 2 2 2 2 2 19 59 49 0 0 0 0 61 77 24 63 0 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach Opposing Lanes 0 Conflicting Approach Left SB Conflicting Lanes Left 1 Conflicting Approach Right NB Conflicting Lanes Right 1 HCM Control Delay 8 HCM LOS A Lane NBLn1 EBLn1 EBLn2 SBLn1 SB NB 1 1 EB 2 0 EB 0 2 7.7 8 A A Vol Left, % 0% 39% 0% 28% Vol Thru, % 44% 61% 38% 72% Vol Right, % 56% 0% 62% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 124 44 71 79 LT Vol 0 17 0 22 Through Vol 55 27 27 57 RT Vol 69 0 44 0 Lane Flow Rate 138 48 78 88 Geometry Grp 2 7 7 2 Degree of Util (X) 0.153 0.07 0.1 0.108 Departure Headway (Hd) 4.006 5.218 4.583 4.437 Convergence, Y/N Yes Yes Yes Yes Cap 898 689 784 811 Service Time 2.014 2.931 2.296 2.446 HCM Lane V/C Ratio 0.154 0.07 0.099 0.109 HCM Control Delay 7.7 8.3 7.8 8 HCM Lane LOS A A A A HCM 95th-tile Q 0.5 0.2 0.3 0.4 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Timings Future Backgro 3: NW 12th Ave & NW 22nd St a*� UBLICy F9 O< ondit " A.M. Yt Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations 19 I 19 14 Traffic Volume (vph) 73 34 24 0 672 101 1099 Future Volume (vph) 73 34 24 0 672 101 1099 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 2 Detector Phase 3 3 4 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 N'4 IEWGov Cycle Length: 130 Actuated Cycle Length: 130 Offset: 24 (18%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St 7 02 (R) 403 ao s 029s is11111111 t06 (R) 30 s 10 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r HCM Signalized Intersection Capacity Analysis Future Backgro 3: NW 12th Ave & NW 22nd St c 1- IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 T 44 14'1 Traffic Volume (vph) 73 34 40 24 0 35 0 672 8 101 Future Volume (vph) 73 34 40 24 0 35 0 672 8 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.92 0.92 1.00 1.00 Flt Protected 0.95 1.00 0.98 1.00 0.95 Satd. Flow (prot) 1770 1713 1680 3533 1770 Flt Permitted 0.95 1.00 0.83 1.00 0.35 Satd. Flow (perm) 1770 1713 1423 3533 652 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 81 38 44 27 0 39 0 747 9 112 RTOR Reduction (vph) 0 36 0 0 63 0 0 0 0 0 Lane Group Flow (vph) 81 46 0 0 3 0 0 756 0 112 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 10.9 10.9 5.9 95.2 95.2 95.2 Effective Green, g (s) 10.9 10.9 5.9 95.2 95.2 95.2 Actuated g/C Ratio 0.08 0.08 0.05 0.73 0.73 0.73 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 148 143 64 2587 477 2591 v/s Ratio Prot c0.05 0.03 0.21 c0.34 v/s Ratio Perm c0.00 0.17 v/c Ratio 0.55 0.32 0.05 0.29 0.23 0.47 Uniform Delay, d1 57.2 56.1 59.4 5.9 5.6 7.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.2 1.0 0.1 0.3 1.2 0.6 Delay (s) 60.4 57.0 59.5 6.2 6.8 7.7 Level of Service E E E A A A Approach Delay (s) 58.7 59.5 6.2 7.6 Approach LOS E E A A Intersection Summary onditWW A.M. Completion of zd, review inrfealez permit application meet egoremenkuntln Mu l zntl/or:: City INMiami pu. gk, accordance mees set bbfflh In eCIW or p Miami giThewpkabl metimrtzngfody WUrmiew Miami .mcation eadetlecNmearingr rendireither thepemri[a recommendation Nion or a healdecisio ienMeiNea remmmerdation or a final decision. S „ 3 01/22/19 1099 1900 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 1221 0 0 0 1221 0 NA 2 HCM 2000 Control Delay 12.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 34 15 14 111 73 42 34 15 14 111 73 42 0 0 0 0 0 0 Stop Stop Free Free Free Free - None - None - None 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 40 18 17 132 87 50 Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 278 112 137 0 - 0 Stage 1 112 Stage 2 166 - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 712 941 1447 Stage 1 913 Stage 2 863 Platoon blocked, % Mov Cap-1 Maneuver 703 941 1447 Mov Cap-2 Maneuver 703 Stage 1 901 Stage 2 863 Approach EB NB SB HCM Control Delay, s 10.1 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1447 - 762 HCM Lane V/C Ratio 0.012 - 0.077 HCM Control Delay (s) 7.5 0 10.1 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh Movement Lane Configurations Traffic Vol, veh/h 0 11 676 24 0 1109 Future Vol, veh/h 0 11 676 24 0 1109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 11 697 25 0 1143 0.1 WBL WBR NBT NBR SBL SBT Major/Minor 144 Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 361 0 0 - Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 842 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 842 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 842 HCM Lane V/C Ratio - 0.013 HCM Control Delay (s) - 9.3 HCM Lane LOS A HCM 95th %tile Q(veh) 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 29 42 10 10 20 24 79 23 12 64 15 Future Vol, veh/h 24 29 42 10 10 20 24 79 23 12 64 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 31 44 11 11 21 25 83 24 13 67 16 Major/Minor Minor2 Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 262 258 75 284 254 95 83 0 0 107 0 0 Stage1 101 101 145 145 Stage 2 161 157 139 109 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 796 836 1087 768 841 1059 1514 - 1484 Stage 1 1087 1087 - 1042 1042 - Stage 2 975 1006 - 1003 1062 Platoon blocked, % Mov Cap-1 Maneuver 757 813 1087 701 818 1059 1514 - 1484 Mov Cap-2 Maneuver 757 813 - 701 818 - Stage1 1067 1077 - 1023 1023 Stage 2 929 988 - 927 1052 Approach EB WB HCM Control Delay, s 9.5 9.3 HCM LOS A A NB 1.4 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR SB 1 Capacity (veh/h) 1514 - - 896 882 1484 HCM Lane V/C Ratio 0.017 - 0.112 0.048 0.009 HCM Control Delay (s) 7.4 0 - 9.5 9.3 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0.1 - 0.4 0.1 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh Movement 0.1 EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 23 0 688 1109 0 Future Vol, veh/h 0 23 0 688 1109 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 25 0 756 1219 0 Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 610 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 656 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 656 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 10.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 656 HCM Lane V/C Ratio - 0.039 HCM Control Delay (s) - 10.7 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report *0 pUBLICN Timings Future Backgro 8: NW 20th St & NW 17th Avenue onditi" A.M. Yt 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 r* 19 1' Traffic Volume (vph) 93 1033 82 628 97 316 134 158 346 68 Future Volume (vph) 93 1033 82 628 97 316 134 158 346 68 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 20.0 66.0 20.0 66.0 20.0 54.0 54.0 20.0 54.0 54.0 Total Split (%) 12.5% 41.3% 12.5% 41.3% 12.5% 33.8% 33.8% 12.5% 33.8% 33.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \41 IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 44 (28%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 ., v 4 411- 02 (r ) 20s 166s T '20s 5-as E 05 l D7 T Du D6 4R) 20s 166s 1 120s I 154s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future Backgro 8: NW 20th St & NW 17th Avenue a*� UBLICy F9 O< onditWW A.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 19 + r* ) Traffic Volume (veh/h) 93 1033 94 82 628 66 97 316 134 158 346 68 Future Volume (veh/h) 93 1033 94 82 628 66 97 316 134 158 346 68 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 99 1099 100 87 668 70 103 336 143 168 368 72 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 428 1733 158 269 1697 178 185 373 317 221 427 363 Arrive On Green 0.05 0.70 0.70 0.05 0.70 0.70 0.06 0.20 0.20 0.09 0.23 0.23 SatFlow,veh/h 1774 3281 298 1774 3234 339 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 99 592 607 87 365 373 103 336 143 168 368 72 Grp Sat Flow(s),veh/h/In 1774 1770 1810 1774 1770 1803 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 4.2 28.7 28.8 3.7 13.8 13.8 7.3 28.2 12.7 11.9 30.4 5.9 Cycle Q Clear(g_c), s 4.2 28.7 28.8 3.7 13.8 13.8 7.3 28.2 12.7 11.9 30.4 5.9 Prop In Lane 1.00 0.16 1.00 0.19 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 428 935 956 269 928 946 185 373 317 221 427 363 V/C Ratio(X) 0.23 0.63 0.63 0.32 0.39 0.39 0.56 0.90 0.45 0.76 0.86 0.20 Avail Cap(c_a), veh/h 515 935 956 362 928 946 237 559 475 222 559 475 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.6 15.5 15.5 19.1 13.6 13.6 49.1 62.4 56.3 47.5 59.3 49.8 Incr Delay (d2), s/veh 0.1 3.3 3.2 0.2 1.2 1.1 1.0 11.5 0.7 12.8 9.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 14.7 15.0 1.8 6.9 7.1 3.6 15.7 5.6 6.6 16.8 2.6 LnGrp Delay(d),s/veh 16.7 18.8 18.7 19.4 14.7 14.7 50.1 73.9 57.0 60.3 69.0 50.0 LnGrp LOS B B B B B B D E E E E D Approach Vol, veh/h 1298 825 582 608 Approach Delay, s/veh 18.6 15.2 65.6 64.4 Approach LOS B B E E E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4 EVIEW GO Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.1 90.0 19.9 38.0 11.6 90.5 15.3 42.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 60.0 14.0 48.0 14.0 60.0 14.0 48.0 Max Q Clear Time (g_c+I1), s 6.2 15.8 13.9 30.2 5.7 30.8 9.3 32.4 Green Ext Time (p_c), s 0.1 1.7 0.0 1.9 0.1 3.1 0.0 1.8 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 34.4 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 9: NW 14th AVe & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 19 + r* 44. Traffic Volume (vph) 61 919 222 606 96 105 179 23 270 Future Volume (vph) 61 919 222 606 96 105 179 23 270 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 77.0 21.0 77.0 62.0 62.0 62.0 62.0 62.0 Total Split (%) 13.1% 48.1% 13.1% 48.1% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 ondit " A.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 124 (78%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 t 04 02 (R) 21s I77s 1 62 s N 05 lir 03 06 (R) 21s 1177s 62s 5 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report F jLICyF9 HCM 2010 Signalized Intersection Summary Future Backgro 9: NW 14th AVe & NW 20th St onditmWW A.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 + r* Traffic Volume (veh/h) 61 919 238 222 606 31 96 105 179 Future Volume (veh/h) 61 919 238 222 606 31 96 105 179 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 65 978 253 236 645 33 102 112 190 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap,veh/h 510 1542 398 341 2031 104 172 491 417 Arrive On Green 0.04 0.74 0.74 0.09 0.79 0.79 0.26 0.26 0.26 Sat Flow, veh/h 1774 2787 719 1774 3426 175 1033 1863 1583 Grp Volume(v), veh/h 65 620 611 236 333 345 102 112 190 Grp Sat Flow(s),veh/h/In 1774 1770 1736 1774 1770 1832 1033 1863 1583 Q Serve(g_s), s 2.5 27.7 28.0 9.2 8.5 8.5 7.1 7.5 16.1 Cycle Q Clear(g_c), s 2.5 27.7 28.0 9.2 8.5 8.5 37.9 7.5 16.1 Prop In Lane 1.00 0.41 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 510 979 961 341 1049 1086 172 491 417 V/C Ratio(X) 0.13 0.63 0.64 0.69 0.32 0.32 0.59 0.23 0.46 Avail Cap(c_a), veh/h 621 979 961 382 1049 1086 261 652 554 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.70 0.70 0.70 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.2 13.1 13.1 17.5 7.8 7.8 62.4 46.2 49.3 Incr Delay (d2), s/veh 0.0 2.2 2.3 3.3 0.8 0.7 4.6 0.3 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.2 13.9 13.8 4.7 4.3 4.5 4.6 3.9 7.1 LnGrp Delay(d),s/veh 14.2 15.3 15.4 20.8 8.6 8.5 67.0 46.5 50.4 LnGrp LOS B B B C A A E D D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4. �QN' VIEW C° 23 270 53 23 270 53 3 8 18 0 0 0 1.00 1.00 1.00 1.00 1.00 1900 1863 1900 24 287 56 0 1 0 0.94 0.94 0.94 2 2 2 43 374 71 0.26 0.26 0.26 72 1421 269 367 0 0 1762 0 0 15.5 0.0 0.0 30.8 0.0 0.0 0.07 0.15 488 0 0 0.75 0.00 0.00 638 0 0 1.00 1.00 1.00 1.00 0.00 0.00 54.6 0.0 0.0 4.4 0.0 0.0 0.0 0.0 0.0 15.7 0.0 0.0 59.0 0.0 0.0 E Approach Vol, veh/h 1296 914 404 367 Approach Delay, s/veh 15.3 11.7 53.5 59.0 Approach LOS B B D E Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 100.8 48.2 17.3 94.5 48.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 71.0 56.0 15.0 71.0 56.0 Max Q Clear Time (g_c+I1), s 4.5 10.5 39.9 11.2 30.0 32.8 Green Ext Time (p_c), s 0.0 1.5 2.3 0.1 3.3 3.3 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 24.7 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 10: NW 13th Ave & NW 20th St a*� O< UBLICy F9 ondit " A.M. Yt 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 i* 4 Traffic Volume (vph) 51 1037 28 704 45 7 46 31 7 112 Future Volume (vph) 51 1037 28 704 45 7 46 31 7 112 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 4 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 22.5 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 86.0 86.0 24.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 53.8% 53.8% 15.0% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 8 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \41 IEWGov Cycle Length: 160 Actuated Cycle Length: 160 Offset: 132 (83%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St I +s'1-� 02(R) 110s p50s E 24s I II1L6s k50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future Backgro 10: NW 13th Ave & NW 20th St a*� O< UBLICy F9 onditmWW A.M. Yt Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 Traffic Volume (veh/h) 51 1037 21 28 Future Volume (veh/h) 51 1037 21 28 Number 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 Adj Flow Rate, veh/h 54 1092 22 29 Adj No. of Lanes 1 2 0 1 Peak Hour Factor 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 Cap, veh/h 437 2063 42 334 Arrive On Green 0.77 0.77 0.77 0.04 Sat Flow, veh/h 674 3548 71 1774 Grp Volume(v), veh/h 54 545 569 29 Grp Sat Flow(s),veh/h/In 674 1770 1850 1774 Q Serve(g_s), s 3.3 18.9 18.9 1.0 Cycle Q Clear(g_c), s 3.3 18.9 18.9 1.0 Prop In Lane 1.00 0.04 1.00 Lane Grp Cap(c), veh/h 437 1029 1076 334 V/C Ratio(X) 0.12 0.53 0.53 0.09 Avail Cap(c_a), veh/h 437 1029 1076 478 HCM Platoon Ratio 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.69 0.69 0.69 0.74 Uniform Delay (d), s/veh 8.0 9.7 9.7 12.7 Incr Delay (d2), s/veh 0.4 1.4 1.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 9.5 9.9 0.5 LnGrp Delay(d),s/veh 8.4 11.1 11.0 12.8 LnGrp LOS A B B B Approach Vol, veh/h 1168 Approach Delay, s/veh 10.9 Approach LOS B E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. 61 61 12 0 0 1.00 1.00 1.00 1863 1900 741 64 2 0 0.95 0.95 2 2 2144 185 0.86 0.86 3297 285 398 407 1770 1813 6.9 6.9 6.9 6.9 0.16 1150 1178 0.35 0.35 1150 1178 1.33 1.33 0.74 0.74 4.3 4.3 0.6 0.6 0.0 0.0 3.5 3.6 4.9 4.9 A A 834 5.1 A 704 704 2 4 i* 45 7 46 31 7 112 45 7 46 31 7 112 7 4 14 3 8 18 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1900 1863 1863 1900 1863 1863 47 7 48 33 7 118 0 1 1 0 1 1 0.95 0.95 0.95 0.95 0.95 0.95 2 2 2 2 2 2 43 4 435 42 5 435 0.27 0.27 0.27 0.27 0.27 0.27 2 13 1583 2 18 1583 54 0 48 40 0 118 14 0 1583 20 0 1583 0.1 0.0 3.6 0.1 0.0 9.3 44.0 0.0 3.6 44.0 0.0 9.3 0.87 1.00 0.82 1.00 46 0 435 47 0 435 1.17 0.00 0.11 0.86 0.00 0.27 46 0 435 47 0 435 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 76.7 0.0 43.4 74.6 0.0 45.4 187.6 0.0 0.2 85.3 0.0 0.7 0.8 0.0 0.0 0.0 0.0 0.0 4.4 0.0 1.6 2.9 0.0 4.2 265.1 0.0 43.6 159.9 0.0 46.2 F D F D 102 158 160.9 74.9 F E Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. EVIEW GO Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 18.0 * 81 44.0 Max Q Clear Time (g_c+I1), s 8.9 46.0 3.0 20.9 46.0 Green Ext Time (p_c), s 1.8 0.0 0.0 3.0 0.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 20.0 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 11: NW 12th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 114 'Pi 114 'Pi .+ r* Traffic Volume (vph) 153 767 159 544 96 453 194 112 829 Future Volume (vph) 153 767 159 544 96 453 194 112 829 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ondit " A.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 32 (20%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St #� l 1 ) 3 1- 04 20s 162s T 1 21 s 57s \411-05 t06(R) 007 20s 162s T 121s 57s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report F jLICyF9 HCM 2010 Signalized Intersection Summary Future Backgro 11: NW 12th Ave & NW 20th St onditmWW A.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 +4 r* ) Traffic Volume (veh/h) 153 767 186 159 544 83 96 453 194 112 829 148 Future Volume (veh/h) 153 767 186 159 544 83 96 453 194 112 829 148 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 161 807 196 167 573 87 101 477 204 118 873 156 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 320 842 204 196 928 141 121 1387 745 138 1205 215 Arrive On Green 0.10 0.40 0.40 0.16 0.60 0.60 0.09 0.52 0.52 0.10 0.53 0.53 SatFlow,veh/h 1774 2825 686 1774 3083 467 1774 3539 1583 1774 3001 536 Grp Volume(v), veh/h 161 505 498 167 328 332 101 477 204 118 515 514 Grp Sat Flow(s),veh/h/In 1774 1770 1742 1774 1770 1780 1774 1770 1583 1774 1770 1768 Q Serve(g_s), s 10.1 44.5 44.5 10.6 18.8 18.9 9.0 12.6 10.4 10.5 35.4 35.4 Cycle Q Clear(g_c), s 10.1 44.5 44.5 10.6 18.8 18.9 9.0 12.6 10.4 10.5 35.4 35.4 Prop In Lane 1.00 0.39 1.00 0.26 1.00 1.00 1.00 0.30 Lane Grp Cap(c),veh/h 320 527 519 196 533 536 121 1387 745 138 710 710 V/C Ratio(X) 0.50 0.96 0.96 0.85 0.62 0.62 0.84 0.34 0.27 0.86 0.72 0.72 Avail Cap(c_a), veh/h 352 557 549 222 557 561 155 1387 745 155 710 710 HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 47.3 47.3 37.8 26.0 26.0 71.9 26.3 19.8 70.9 30.6 30.6 Incr Delay (d2), s/veh 0.4 25.5 25.8 19.5 1.2 1.2 20.0 0.6 0.8 29.8 6.3 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.9 25.5 25.1 6.2 9.3 9.4 5.1 6.2 4.7 6.3 18.4 18.4 LnGrp Delay(d),s/veh 35.3 72.9 73.2 57.3 27.1 27.2 91.9 26.9 20.7 100.7 36.9 36.9 LnGrp LOS DEEECCF CC F D D Approach Vol, veh/h 1164 827 782 1147 Approach Delay, s/veh 67.8 33.2 33.7 43.5 Approach LOS E C C D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.9 70.2 18.1 54.8 18.4 68.7 18.6 54.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 11.0 37.4 12.1 20.9 12.5 14.6 12.6 46.5 Green Ext Time (p_c), s 0.0 2.4 0.1 1.5 0.0 1.3 0.1 1.2 Intersection Summary HCM 2010 Ctrl Delay 46.6 HCM 2010 LOS D Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 19 T, 1 Traffic Volume (vph) 136 571 94 494 164 183 77 230 Future Volume (vph) 136 571 94 494 164 183 77 230 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 80.0 21.0 80.0 21.0 38.0 21.0 38.0 Total Split (%) 13.1% 50.0% 13.1% 50.0% 13.1% 23.8% 13.1% 23.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary a*� UBLICy F9 O< ondit " A.M. Yt E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \41 IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 126 (79%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 \111. 03j At m4 024R) 21s '80s I21s 38s 050R) l 07 7. 08 21s .805 1 121s 30s 1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r *0 pUBLICN HCM 2010 Signalized Intersection Summary Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 ) Traffic Volume (veh/h) 136 571 416 94 494 52 164 183 99 77 230 74 Future Volume (veh/h) 136 571 416 94 494 52 164 183 99 77 230 74 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 151 634 462 104 549 58 182 203 110 86 256 82 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 491 1013 737 292 1628 172 221 275 149 215 270 86 Arrive On Green 0.07 0.69 0.69 0.05 0.67 0.67 0.09 0.24 0.24 0.05 0.20 0.20 SatFlow,veh/h 1774 1957 1424 1774 3232 341 1774 1138 616 1774 1353 433 Grp Volume(v), veh/h 151 573 523 104 300 307 182 0 313 86 0 338 Grp Sat Flow(s),veh/h/In 1774 1770 1612 1774 1770 1803 1774 0 1754 1774 0 1786 Q Serve(g_s), s 6.7 28.4 28.5 4.6 11.6 11.6 12.7 0.0 26.4 6.1 0.0 29.9 Cycle Q Clear(g_c), s 6.7 28.4 28.5 4.6 11.6 11.6 12.7 0.0 26.4 6.1 0.0 29.9 Prop In Lane 1.00 0.88 1.00 0.19 1.00 0.35 1.00 0.24 Lane Grp Cap(c), veh/h 491 916 834 292 892 908 221 0 424 215 0 356 V/C Ratio(X) 0.31 0.63 0.63 0.36 0.34 0.34 0.82 0.00 0.74 0.40 0.00 0.95 Avail Cap(c_a), veh/h 561 916 834 385 892 908 224 0 424 293 0 357 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.44 0.44 0.44 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.2 16.5 16.5 20.0 15.0 15.0 46.7 0.0 56.0 48.7 0.0 63.2 Incr Delay (d2), s/veh 0.1 1.4 1.6 0.3 1.0 1.0 19.6 0.0 6.4 0.4 0.0 34.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.2 14.0 13.0 2.2 5.8 6.0 7.4 0.0 13.5 3.0 0.0 18.1 LnGrp Delay(d),s/veh 17.3 17.9 18.1 20.3 16.0 16.0 66.3 0.0 62.4 49.1 0.0 97.5 LnGrp LOS BBBCBBE E D F Approach Vol, veh/h 1247 711 495 424 Approach Delay, s/veh 17.9 16.6 63.8 87.7 Approach LOS B B E F onditmi'i" A.M. Yt E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. EVIEW GO Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.7 86.6 14.0 44.7 12.6 88.8 20.7 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 74.0 15.0 32.0 15.0 74.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 8.7 13.6 8.1 28.4 6.6 30.5 14.7 31.9 Green Ext Time (p_c), s 0.1 1.3 0.0 0.5 0.1 3.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 35.8 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 13: NW 12th Ave & NW 16th St 4- k t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 19 T419 + r* 1 1 + Traffic Volume (vph) 73 71 34 18 86 174 657 122 932 Future Volume (vph) 73 71 34 18 86 174 657 122 932 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 18.0 18.0 77.0 18.0 77.0 Total Split (%) 40.6% 40.6% 40.6% 40.6% 11.3% 11.3% 48.1% 11.3% 48.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary ondit " A.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St #� l 01 ir 0.2 (R) 1- 04 18s 77s N65s %5 106 (R) -On; 18s 77s N65s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Future Backgro 13: NW 12th Ave & NW 16th St a*� O< UBLICy F9 onditmWW A.M. bit Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 T, 'Pi + r* 'Pi 1) Traffic Volume (veh/h) 73 71 85 34 18 86 Future Volume (veh/h) 73 71 85 34 18 86 174 Number 3 8 18 7 4 14 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 80 78 93 37 20 95 191 722 Adj No. of Lanes 1 1 0 1 1 1 1 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 Cap,veh/h 213 110 131 100 263 342 133 1840 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.10 0.88 Sat Flow, veh/h 1272 775 924 1209 1863 1583 1774 2767 Grp Volume(v), veh/h 80 0 171 37 20 95 191 462 Grp Sat Flow(s),veh/h/In 1272 0 1700 1209 1863 1583 1774 1770 Q Serve(g_s), s 9.3 0.0 15.4 4.8 1.5 8.0 12.0 7.4 Cycle Q Clear(g_c), s 10.8 0.0 15.4 20.2 1.5 8.0 12.0 7.4 Prop In Lane 1.00 0.54 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 213 0 240 100 263 342 133 V/C Ratio(X) 0.38 0.00 0.71 0.37 0.08 0.28 1.44 Avail Cap(c_a), veh/h 494 0 616 367 675 693 133 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.75 Uniform Delay (d), s/veh 64.3 0.0 65.6 75.2 59.6 52.3 72.0 Incr Delay (d2), s/veh 0.8 0.0 2.9 1.7 0.1 0.3 225.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.3 0.0 7.4 1.7 0.8 3.5 14.2 LnGrp Delay(d),s/veh 65.1 0.0 68.5 76.9 59.7 52.6 297.3 LnGrp LOS E E E E D F Approach Vol, veh/h 251 152 Approach Delay, s/veh 67.4 59.5 Approach LOS E E 174 657 657 6 0 175 175 16 0 1.00 1.00 1900 192 122 122 5 0 1.00 1.00 1863 134 E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 932 932 2 0 1.00 1863 1024 4. �QN' VIEW C° 109 109 12 0 1.00 1.00 1900 120 0 1 3 0 0.91 0.91 0.91 0.91 2 2 2 2 489 133 3071 359 0.88 0.10 0.88 0.88 736 1774 4617 540 452 134 751 393 1733 1774 1695 1767 7.4 12.0 5.8 5.8 7.4 12.0 5.8 5.8 0.42 1.00 0.31 1177 1152 133 2255 1175 0.39 0.39 1.01 0.33 0.33 1177 1152 133 2255 1175 1.33 1.33 1.33 1.33 1.33 0.75 0.75 0.52 0.52 0.52 3.5 3.5 72.0 3.4 3.4 0.7 0.8 58.1 0.2 0.4 0.0 0.0 0.0 0.0 0.0 3.7 3.6 8.0 2.6 2.9 4.3 4.3 130.1 3.6 3.8 A A F A A 1105 1278 54.9 17.0 D B Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 112.4 29.6 18.0 112.4 29.6 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 12.0 71.0 58.0 12.0 71.0 58.0 Max Q Clear Time (g_c+I1), s 14.0 7.8 22.2 14.0 9.4 17.4 Green Ext Time (p_c), s 0.0 3.2 0.4 0.0 2.2 1.1 Intersection Summary HCM 2010 Ctrl Delay 38.9 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 14: NW 12th Ave & NW 14th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi .+ 'Pi 114 'Pi .+ r* 19 + Traffic Volume (vph) 140 513 220 389 247 844 603 147 753 Future Volume (vph) 140 513 220 389 247 844 603 147 753 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 20.0 45.0 30.0 55.0 23.0 62.0 30.0 23.0 62.0 Total Split (%) 12.5% 28.1% 18.8% 34.4% 14.4% 38.8% 18.8% 14.4% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ondit " A.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St l 01 T 02. (F2) I'0304 23s 62s 20s 55s 5 } 106 CR) fo- 3u 23s 62s 0s =5s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report F jLICyF9 HCM 2010 Signalized Intersection Summary Future Backgro 14: NW 12th Ave & NW 14th St onditit A.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 ++ 19 144 19 +1 r* ) Traffic Volume (veh/h) 140 513 212 220 389 166 247 844 603 147 Future Volume (veh/h) 140 513 212 220 389 166 247 844 603 147 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 144 529 219 227 401 171 255 870 622 152 776 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 276 564 233 252 647 273 383 1485 838 251 1650 Arrive On Green 0.07 0.23 0.23 0.11 0.27 0.27 0.13 0.56 0.56 0.09 0.51 SatFlow,veh/h 1774 2446 1009 1774 2429 1023 1774 3539 1583 1774 4291 Grp Volume(v), veh/h 144 382 366 227 291 281 255 870 622 152 612 Grp Sat Flow(s),veh/h/In 1774 1770 1685 1774 1770 1682 1774 1770 1583 1774 1695 Q Serve(g_s), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 25.8 47.2 8.3 18.6 Cycle Q Clear(g_c), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 25.8 47.2 8.3 18.6 Prop In Lane 1.00 0.60 1.00 0.61 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 276 408 389 252 472 448 383 1485 838 251 1304 V/C Ratio(X) 0.52 0.94 0.94 0.90 0.62 0.63 0.67 0.59 0.74 0.61 0.47 Avail Cap(c_a), veh/h 289 420 400 312 531 505 383 1485 838 313 1304 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 Uniform Delay (d), s/veh 43.3 60.4 60.5 43.7 51.5 51.7 25.6 26.2 22.0 28.1 28.6 Incr Delay (d2), s/veh 0.6 27.8 29.7 21.7 1.5 1.7 3.5 1.7 5.9 0.8 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.8 19.7 19.1 9.0 11.5 11.1 7.1 12.9 21.9 4.1 8.8 LnGrp Delay(d),s/veh 43.9 88.2 90.2 65.4 53.0 53.4 29.1 27.9 27.9 28.9 29.7 LnGrp LOS D F F E D DCCCCCC Approach Vol, veh/h 892 799 1747 1077 Approach Delay, s/veh 81.8 56.7 28.1 29.9 Approach LOS F E C C E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 753 753 2 0 4. �QN' VIEW C° 145 145 12 0 1.00 1.00 1900 149 0 0.97 2 314 0.51 817 313 1719 18.8 18.8 0.48 661 0.47 661 1.33 0.92 28.6 2.2 0.0 9.2 30.9 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 68.5 18.8 49.6 17.4 74.1 24.5 43.9 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 16.0 55.0 13.0 48.0 16.0 55.0 23.0 38.0 Max Q Clear Time (g_c+I1), s 16.0 20.8 11.8 25.5 10.3 49.2 17.4 36.1 Green Ext Time (p_c), s 0.0 2.5 0.0 3.0 0.1 1.8 0.2 0.8 Intersection Summary HCM 2010 Ctrl Delay 44.2 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body it lew the pemit application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 P.M. Peak Hour Timings Future Backgro 1: NW 12th Ave & NW 28th St t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL S= Lane Configurations + 4 i* 19 144 19 1 Traffic Volume (vph) 66 116 60 8 169 106 109 1357 51 650 Future Volume (vph) 66 116 60 8 169 106 109 1357 51 650 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C-Max C-Max C-Max C-Max Intersection Summary 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 *0 pUBLICy, onditWW P.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St IF 02 CR) n4 76s s 76 s 44 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report F jLICyF9 HCM 2010 Signalized Intersection Summary Future Backgro 1: NW 12th Ave & NW 28th St onditmWW P.M. bit c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations + r* 4 i* 19 1'1 Traffic Volume (veh/h) 66 116 60 8 169 106 109 1357 25 Future Volume (veh/h) 66 116 60 8 169 106 109 1357 25 Number 3 8 18 7 4 14 1 6 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 69 122 63 8 178 112 115 1428 26 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap,veh/h 41 55 501 31 388 451 420 2074 38 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 Sat Flow, veh/h 0 173 1583 0 1225 1425 699 3556 65 Grp Volume(v), veh/h 191 0 63 186 0 112 115 710 744 Grp Sat Flow(s),veh/h/In 173 0 1583 1225 0 1425 699 1770 1851 Q Serve(g_s), s 0.0 0.0 3.4 0.0 0.0 7.0 7.9 23.1 23.2 Cycle Q Clear(g_c), s 38.0 0.0 3.4 38.0 0.0 7.0 16.0 23.1 23.2 Prop In Lane 0.36 1.00 0.04 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 96 0 501 419 0 451 420 1032 1080 V/C Ratio(X) 2.00 0.00 0.13 0.44 0.00 0.25 0.27 0.69 0.69 Avail Cap(c_a), veh/h 96 0 501 419 0 451 420 1032 1080 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.81 0.81 0.81 Uniform Delay (d), s/veh 39.2 0.0 29.2 31.8 0.0 30.4 9.0 8.2 8.2 Incr Delay (d2), s/veh 482.9 0.0 0.1 0.5 0.0 0.2 1.3 3.0 2.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.0 0.0 1.5 4.8 0.0 2.8 1.6 12.0 12.5 LnGrp Delay(d),s/veh 522.1 0.0 29.3 32.4 0.0 30.6 10.3 11.2 11.1 LnGrp LOS F C C CBBB Approach Vol, veh/h 254 298 1569 Approach Delay, s/veh 399.9 31.7 11.1 Approach LOS F C B Timer 1 2 3 4 5 6 7 8 51 51 5 0 1.00 1.00 1863 54 1 0.95 2 202 0.78 364 54 364 10.7 33.9 1.00 202 0.27 202 1.33 1.00 16.4 3.2 0.0 1.2 19.6 B E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4 �QN' VIEW C° 78 78 12 0 1.00 1.00 1.00 1863 1900 684 82 2 0 0.95 0.95 2 2 1857 222 0.78 0.78 3184 381 380 386 1770 1795 8.1 8.1 8.1 8.1 0.21 1032 1047 0.37 0.37 1032 1047 1.33 1.33 1.00 1.00 6.5 6.5 1.0 1.0 0.0 0.0 4.1 4.2 7.5 7.5 A A 820 8.3 A 650 650 2 0 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 35.9 40.0 25.2 40.0 Green Ext Time (p_c), s 2.4 0.0 4.7 0.0 Intersection Summary HCM 2010 Ctrl Delay 46.0 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r HCM 2010 AWSC Future Backgro 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Peak Hour Factor Heavy Vehicles, % Mvmt Flow Number of Lanes Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 41, I 6 45 8 0 0 0 0 54 42 1 18 0 6 45 8 0 0 0 0 54 42 1 18 0 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 2 2 2 2 2 2 2 2 2 2 2 2 7 50 9 0 0 0 0 60 47 1 20 0 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach Opposing Lanes 0 Conflicting Approach Left SB Conflicting Lanes Left 1 Conflicting Approach Right NB Conflicting Lanes Right 1 HCM Control Delay 7.6 HCM LOS A Lane NBLn1 EBLn1 EBLn2 SBLn1 SB NB 1 1 EB 2 0 EB 0 2 7.3 7.3 A A Vol Left, % 0% 21% 0% 5% Vol Thru, % 56% 79% 74% 95% Vol Right, % 44% 0% 26% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 96 29 31 19 LT Vol 0 6 0 1 Through Vol 54 23 23 18 RT Vol 42 0 8 0 Lane Flow Rate 107 32 34 21 Geometry Grp 2 7 7 2 Degree of Util (X) 0.113 0.043 0.043 0.024 Departure Headway (Hd) 3.799 4.862 4.573 4.137 Convergence, Y/N Yes Yes Yes Yes Cap 935 734 780 856 Service Time 1.856 2.607 2.317 2.207 HCM Lane V/C Ratio 0.114 0.044 0.044 0.025 HCM Control Delay 7.3 7.8 7.5 7.3 HCM Lane LOS A A A A HCM 95th-tile Q 0.4 0.1 0.1 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Timings Future Backgro 3: NW 12th Ave & NW 22nd St a*� UBLICy F9 O< ondit " P.M. Yt Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations 19 I 19 14 Traffic Volume (vph) 44 8 18 0 1350 26 612 Future Volume (vph) 44 8 18 0 1350 26 612 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 2 Detector Phase 3 3 4 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1% 57.1% 57.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 N'4 IEWGov Cycle Length: 140 Actuated Cycle Length: 140 Offset: 63 (45%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St I 7 02 (R) 1- 04 3 80s 35s 25s At06 (R) 30 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r HCM Signalized Intersection Capacity Analysis Future Backgro 3: NW 12th Ave & NW 22nd St c 1- k. IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 T 44 14'1 Traffic Volume (vph) 44 8 17 18 0 91 0 1350 11 26 Future Volume (vph) 44 8 17 18 0 91 0 1350 11 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.90 0.89 1.00 1.00 Flt Protected 0.95 1.00 0.99 1.00 0.95 Satd. Flow (prot) 1770 1673 1639 3535 1770 Flt Permitted 0.95 1.00 0.94 1.00 0.14 Satd. Flow (perm) 1770 1673 1546 3535 255 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 49 9 19 20 0 101 0 1500 12 29 RTOR Reduction (vph) 0 18 0 0 95 0 0 0 0 0 Lane Group Flow (vph) 49 10 0 0 26 0 0 1512 0 29 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 7.8 7.8 8.7 105.5 105.5 105.5 Effective Green, g (s) 7.8 7.8 8.7 105.5 105.5 105.5 Actuated g/C Ratio 0.06 0.06 0.06 0.75 0.75 0.75 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 98 93 96 2663 192 2666 v/s Ratio Prot c0.03 0.01 c0.43 0.19 v/s Ratio Perm c0.02 0.11 v/c Ratio 0.50 0.11 0.27 0.57 0.15 0.26 Uniform Delay, d1 64.2 62.8 62.6 7.4 4.8 5.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.4 0.6 0.9 1.7 0.2 Delay (s) 67.1 63.2 63.2 8.3 6.5 5.5 Level of Service E E E A A A Approach Delay (s) 65.7 63.2 8.3 5.5 Approach LOS E E A A Intersection Summary onditWW P.M. Completion of zd, review inrfealez permit application meet egoremenkuntln Mu l zntl/or:: City INMiami pu. gk, accordance mees set bbfflh In eCIW or p Miami giThewpkabl metimrtzngfody WUrmiew Miami .mcation eadetlecNmearingr rendireither thepemri[a recommendation Nion or a healdecisio ienMeiNea remmmerdation or a final decision. S ' . _ ;_:;�� 3 01/22/19 612 1900 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 680 0 0 0 680 0 NA 2 HCM 2000 Control Delay 12.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 7 7 88 21 4 Future Vol, veh/h 2 7 7 88 21 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 8 8 105 25 5 Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 149 28 30 0 - 0 Stage 1 28 Stage 2 121 Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 843 1047 1583 Stage 1 995 - Stage 2 904 Platoon blocked, % Mov Cap-1 Maneuver 839 1047 1583 Mov Cap-2 Maneuver 839 - Stage1 990 Stage 2 904 Approach EB NB SB HCM Control Delay, s 8.7 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1583 - 992 HCM Lane V/C Ratio 0.005 - 0.011 HCM Control Delay (s) 7.3 0 8.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations 14" i ++ Traffic Vol, veh/h 0 29 1286 11 0 670 Future Vol, veh/h 0 29 1286 11 0 670 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 31 1383 12 0 720 Major/Minor Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 698 0 0 - Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 600 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 600 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 11.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 600 HCM Lane V/C Ratio - 0.052 HCM Control Delay (s) - 11.3 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 12 25 10 7 9 17 76 22 6 25 3 Future Vol, veh/h 4 12 25 10 7 9 17 76 22 6 25 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 13 28 11 8 10 19 84 24 7 28 3 Major/Minor Minor2 Minorl Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All 187 190 30 198 179 96 31 0 0 108 0 0 Stage 1 44 44 134 134 Stage 2 143 146 64 45 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 895 920 1154 880 934 1058 1582 - 1483 Stage1 1150 1150 - 1053 1053 - Stage 2 998 1019 - 1105 1141 Platoon blocked, % Mov Cap-1 Maneuver 869 903 1154 838 917 1058 1582 - 1483 Mov Cap-2 Maneuver 869 903 - 838 917 - Stage1 1135 1144 - 1039 1039 Stage 2 968 1006 - 1061 1135 Approach EB WB NB SB HCM Control Delay, s 8.6 9 1.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) 1582 - - 1037 926 1483 HCM Lane V/C Ratio 0.012 - 0.044 0.031 0.004 HCM Control Delay (s) 7.3 0 - 8.6 9 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh Movement Lane Configurations Traffic Vol, veh/h 0 25 0 1286 688 0 Future Vol, veh/h 0 25 0 1286 688 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 26 0 1354 724 0 0.1 EBL EBR NBL NBT SBT SBR Major/Minor Minor2 Majorl Major2 Con7letion of sdff reaewintlic.s permitappkation meet en requirement under Murry aantl/ortoe City of Miami Cotle, only. his pmnit appLcation vnll reel et be su,mrletl for pu. rearing In accordance%NM IImellnes set f MI In the Cltyr# ne appunaae mean-miang hotly cog ne ew the perdu application at thepubk hearing and rents eith a recommendation or a final tledzion. - •3 01/22/19 Conflicting Flow All - 362 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 841 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 841 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 841 HCM Lane V/C Ratio - 0.031 HCM Control Delay (s) - 9.4 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report *0 pUBLICN Timings Future Backgro 8: NW 20th St & NW 17th Avenue onditi" P.M. Yt 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 r* 19 1' Traffic Volume (vph) 137 610 136 1126 115 420 98 101 327 93 Future Volume (vph) 137 610 136 1126 115 420 98 101 327 93 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 21.0 71.0 21.0 71.0 18.0 50.0 50.0 18.0 50.0 50.0 Total Split (%) 13.1% 44.4% 13.1% 44.4% 11.3% 31.3% 31.3% 11.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \41 IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 150 (94%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 \liv 04 02 (R) 21s I71s I18s 150 s E 05 l 07 / 08 06 (R) 21s 171s 6 13 s p 50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r *0 pUBLICN HCM 2010 Signalized Intersection Summary Future Backgro 8: NW 20th St & NW 17th Avenue onditmi'i" P.M. bit t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 +14 19 4 'Pi + r* Traffic Volume (veh/h) 137 610 97 136 1126 101 115 420 98 101 327 93 Future Volume (veh/h) 137 610 97 136 1126 101 115 420 98 101 327 93 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 141 629 100 140 1161 104 119 433 101 104 337 96 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 253 1511 240 425 1622 145 226 462 393 162 450 382 Arrive On Green 0.07 0.66 0.66 0.07 0.66 0.66 0.06 0.25 0.25 0.06 0.24 0.24 SatFlow,veh/h 1774 3061 486 1774 3286 294 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 141 363 366 140 624 641 119 433 101 104 337 96 Grp Sat Flow(s),veh/h/In 1774 1770 1777 1774 1770 1811 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 6.3 15.5 15.6 6.3 36.6 36.7 8.0 36.4 8.2 7.0 26.8 7.8 Cycle Q Clear(g_c), s 6.3 15.5 15.6 6.3 36.6 36.7 8.0 36.4 8.2 7.0 26.8 7.8 Prop In Lane 1.00 0.27 1.00 0.16 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 253 874 877 425 873 894 226 462 393 162 450 382 V/C Ratio(X) 0.56 0.42 0.42 0.33 0.72 0.72 0.53 0.94 0.26 0.64 0.75 0.25 Avail Cap(c_a), veh/h 326 874 877 498 873 894 249 512 435 196 512 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.69 0.69 0.69 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.7 16.6 16.6 18.5 20.2 20.2 44.1 58.9 48.3 46.3 56.2 49.0 Incr Delay (d2), s/veh 0.7 1.5 1.5 0.1 3.5 3.4 0.7 23.5 0.3 2.7 4.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 7.9 8.0 3.0 18.4 18.9 4.0 21.8 3.6 3.6 14.4 3.5 LnGrp Delay(d),s/veh 24.4 18.0 18.0 18.6 23.7 23.7 44.8 82.4 48.6 49.1 61.0 49.2 LnGrp LOS C B B B C C D F D D E D Approach Vol, veh/h 870 1405 653 537 Approach Delay, s/veh 19.1 23.2 70.3 56.6 Approach LOS B C E E E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4 EVIEW GO Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 85.0 14.9 45.7 14.4 85.0 16.0 44.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 65.0 12.0 44.0 15.0 65.0 12.0 44.0 Max Q Clear Time (g_c+I1), s 8.3 38.7 9.0 38.4 8.3 17.6 10.0 28.8 Green Ext Time (p_c), s 0.1 3.3 0.0 1.3 0.1 1.7 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 36.2 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 9: NW 14th AVe & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 1'Pi 114 19 + r* 44. Traffic Volume (vph) 47 633 103 1045 305 384 355 15 94 Future Volume (vph) 47 633 103 1045 305 384 355 15 94 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 79.0 21.0 79.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 13.1% 49.4% 13.1% 49.4% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 ondit " P.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 154 (96%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 •1 1- 02 1 21s '79s B 60 s 0 05 ilr -- '06 (R) 21s 179s I60s 5 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report *0K PUBLIC/y, HCM 2010 Signalized Intersection Summary Future Backgro 9: NW 14th AVe & NW 20th St onditWW P.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 Traffic Volume (veh/h) 47 633 101 103 1045 28 305 384 355 Future Volume (veh/h) 47 633 101 103 1045 28 305 384 355 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 49 666 106 108 1100 29 321 404 374 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap,veh/h 276 1553 247 404 1828 48 283 629 534 Arrive On Green 0.04 0.68 0.68 0.06 0.69 0.69 0.34 0.34 0.34 SatFlow,veh/h 1774 3060 486 1774 3523 93 1229 1863 1583 Grp Volume(v), veh/h 49 385 387 108 552 577 321 404 374 Grp Sat Flow(s),veh/h/In 1774 1770 1777 1774 1770 1846 1229 1863 1583 Q Serve(g_s), s 2.1 15.9 15.9 4.7 26.5 26.5 23.2 29.4 32.8 Cycle Q Clear(g_c), s 2.1 15.9 15.9 4.7 26.5 26.5 54.0 29.4 32.8 Prop In Lane 1.00 0.27 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 276 898 902 404 918 958 283 629 534 V/C Ratio(X) 0.18 0.43 0.43 0.27 0.60 0.60 1.14 0.64 0.70 Avail Cap(c_a), veh/h 387 898 902 495 918 958 283 629 534 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.4 15.4 15.4 17.9 16.0 16.0 64.6 44.8 46.0 Incr Delay (d2), s/veh 0.1 1.3 1.3 0.1 2.7 2.6 95.4 2.6 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.0 8.1 8.1 2.3 13.4 14.0 20.0 15.6 15.0 LnGrp Delay(d),s/veh 19.5 16.7 16.7 18.1 18.8 18.7 160.0 47.4 50.4 LnGrp LOS B BBBBB F D D E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 4. �QN' VIEW C° 15 94 51 15 94 51 3 8 18 0 0 0 1.00 1.00 1.00 1.00 1.00 1900 1863 1900 16 99 54 0 1 0 0.95 0.95 0.95 2 2 2 47 272 138 0.34 0.34 0.34 66 805 409 169 0 0 1280 0 0 1.4 0.0 0.0 30.8 0.0 0.0 0.09 0.32 457 0 0 0.37 0.00 0.00 457 0 0 1.00 1.00 1.00 1.00 0.00 0.00 39.3 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 5.6 0.0 0.0 40.0 0.0 0.0 D Approach Vol, veh/h 821 1237 1099 169 Approach Delay, s/veh 16.9 18.7 81.3 40.0 Approach LOS B B F D Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 89.0 60.0 12.8 87.2 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 73.0 54.0 15.0 73.0 54.0 Max Q Clear Time (g_c+I1), s 4.1 28.5 56.0 6.7 17.9 32.8 Green Ext Time (p_c), s 0.0 2.8 0.0 0.1 1.8 1.3 Intersection Summary HCM 2010 Ctrl Delay 40.0 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 10: NW 13th Ave & NW 20th St a*� O< UBLICy F9 ondit " P.M. Yt 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 i* 4 Traffic Volume (vph) 79 883 7 1093 14 3 18 14 2 58 Future Volume (vph) 79 883 7 1093 14 3 18 14 2 58 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 4 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 21.0 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 89.0 89.0 21.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 55.6% 55.6% 13.1% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 8 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �IS41 IEWGov Cycle Length: 160 Actuated Cycle Length: 160 Offset: 84 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St +n4 02(R) 110s p50s E 21s 189s k50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future Backgro 10: NW 13th Ave & NW 20th St a*� O< UBLICy F9 onditmWW P.M. Yt Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 Traffic Volume (veh/h) 79 883 12 7 1093 64 Future Volume (veh/h) 79 883 12 7 1093 64 Number 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 81 901 12 7 1115 65 Adj No. of Lanes 1 2 0 1 2 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 Cap,veh/h 364 2410 32 495 2525 147 Arrive On Green 0.90 0.90 0.90 0.04 0.99 0.99 Sat Flow, veh/h 473 3576 48 1774 3399 198 Grp Volume(v), veh/h 81 446 467 7 580 600 Grp Sat Flow(s),veh/h/In 473 1770 1854 1774 1770 1828 Q Serve(g_s), s 3.7 6.3 6.3 0.2 1.1 1.1 Cycle Q Clear(g_c), s 3.7 6.3 6.3 0.2 1.1 1.1 Prop In Lane 1.00 0.03 1.00 0.11 Lane Grp Cap(c), veh/h 364 1193 1250 495 1314 1358 V/C Ratio(X) 0.22 0.37 0.37 0.01 0.44 0.44 Avail Cap(c_a), veh/h 364 1193 1250 606 1314 1358 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.89 0.89 0.89 0.09 0.09 0.09 Uniform Delay (d), s/veh 2.9 3.0 3.0 6.4 0.3 0.3 Incr Delay (d2), s/veh 1.3 0.8 0.8 0.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 3.1 3.2 0.1 0.3 0.4 LnGrp Delay(d),s/veh 4.1 3.8 3.8 6.5 0.4 0.4 LnGrp LOS A A A A A A Approach Vol, veh/h 994 1187 Approach Delay, s/veh 3.8 0.4 Approach LOS A A E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. 4 i* 14 3 18 14 2 58 14 3 18 14 2 58 7 4 14 3 8 18 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1900 1863 1863 1900 1863 1863 14 3 18 14 2 59 0 1 1 0 1 1 0.98 0.98 0.98 0.98 0.98 0.98 2 2 2 2 2 2 49 7 289 50 5 289 0.18 0.18 0.18 0.18 0.18 0.18 42 36 1583 45 25 1583 17 0 18 16 0 59 78 0 1583 70 0 1583 1.1 0.0 1.5 1.1 0.0 5.1 29.2 0.0 1.5 29.2 0.0 5.1 0.82 1.00 0.87 1.00 55 0 289 55 0 289 0.31 0.00 0.06 0.29 0.00 0.20 186 0 435 188 0 435 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 71.2 0.0 54.1 73.7 0.0 55.6 6.5 0.0 0.2 6.1 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.7 0.8 0.0 2.3 77.8 0.0 54.3 79.8 0.0 56.3 E D E E 35 75 65.7 61.3 E E Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. EVIEW GO Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 123.8 36.2 11.0 112.8 36.2 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 15.0 * 84 44.0 Max Q Clear Time (g_c+I1), s 3.1 31.2 2.2 8.3 31.2 Green Ext Time (p_c), s 3.0 0.1 0.0 2.8 0.3 Intersection Summary HCM 2010 Ctrl Delay 4.9 HCM 2010 LOS A Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 11: NW 12th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 'Pi 114 'Pi 114 'Pi .+ r* Traffic Volume (vph) 187 603 161 906 164 918 215 94 474 Future Volume (vph) 187 603 161 906 164 918 215 94 474 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ondit " P.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 144 (90%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St #� l 1 ) 3 1- 04 20s 162s T 1 21 s 57s 20s 162s T 121s 57s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report F jLICyF9 HCM 2010 Signalized Intersection Summary Future Backgro 11: NW 12th Ave & NW 20th St onditmWW P.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 +4 r* ) Traffic Volume (veh/h) 187 603 129 161 906 155 164 918 215 94 474 129 Future Volume (veh/h) 187 603 129 161 906 155 164 918 215 94 474 129 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 197 635 136 169 954 163 173 966 226 99 499 136 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 211 959 205 267 953 163 155 1312 711 118 964 261 Arrive On Green 0.03 0.11 0.11 0.16 0.63 0.63 0.12 0.49 0.49 0.09 0.47 0.47 SatFlow,veh/h 1774 2902 621 1774 3025 516 1774 3539 1583 1774 2754 747 Grp Volume(v), veh/h 197 387 384 169 558 559 173 966 226 99 320 315 Grp Sat Flow(s),veh/h/In 1774 1770 1753 1774 1770 1772 1774 1770 1583 1774 1770 1731 Q Serve(g_s), s 13.7 33.6 33.7 10.5 50.4 50.4 14.0 34.8 12.5 8.8 20.3 20.6 Cycle Q Clear(g_c), s 13.7 33.6 33.7 10.5 50.4 50.4 14.0 34.8 12.5 8.8 20.3 20.6 Prop In Lane 1.00 0.35 1.00 0.29 1.00 1.00 1.00 0.43 Lane Grp Cap(c),veh/h 211 585 580 267 557 558 155 1312 711 118 619 606 V/C Ratio(X) 0.93 0.66 0.66 0.63 1.00 1.00 1.11 0.74 0.32 0.84 0.52 0.52 Avail Cap(c_a), veh/h 211 585 580 295 557 558 155 1312 711 155 619 606 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.97 0.97 0.97 0.67 0.67 0.67 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 62.7 62.7 33.4 29.6 29.6 70.7 34.3 22.4 72.0 33.2 33.3 Incr Delay (d2), s/veh 41.8 2.2 2.2 1.6 31.3 31.5 101.7 3.3 1.0 20.2 3.1 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.2 16.8 16.7 5.2 29.0 29.1 11.2 17.4 5.7 5.0 10.5 10.4 LnGrp Delay(d),s/veh 95.5 64.8 64.9 35.1 60.9 61.1 172.4 37.6 23.4 92.3 36.3 36.5 LnGrp LOS F E E D F F F DC F D D Approach Vol, veh/h 968 1286 1365 734 Approach Delay, s/veh 71.1 57.6 52.3 43.9 Approach LOS E E D D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 62.0 21.0 57.0 16.7 65.3 18.5 59.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 22.6 15.7 52.4 10.8 36.8 12.5 35.7 Green Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.0 2.8 0.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 56.6 HCM 2010 LOS E Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 1T, 1 Traffic Volume (vph) 183 613 37 699 387 389 46 68 Future Volume (vph) 183 613 37 699 387 389 46 68 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 70.0 21.0 70.0 21.0 48.0 21.0 48.0 Total Split (%) 13.1% 43.8% 13.1% 43.8% 13.1% 30.0% 13.1% 30.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary a*� UBLICy F9 O< ondit " P.M. Yt E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �� IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 70 (44%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 03 104 02 (R) 21s '70s ir 121s 'ass 05 1 07 T 08 08 (R) 21s 1170s I 12.1s 148s , K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r *0 pUBLICN HCM 2010 Signalized Intersection Summary Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 ) Traffic Volume (veh/h) 183 Future Volume (veh/h) 183 Number 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 195 652 147 39 744 90 412 414 145 49 72 81 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 408 1525 343 386 1557 188 359 346 121 99 160 180 Arrive On Green 0.09 0.71 0.71 0.03 0.65 0.65 0.09 0.26 0.26 0.03 0.20 0.20 SatFlow,veh/h 1774 2872 647 1774 3180 385 1774 1319 462 1774 802 902 Grp Volume(v), veh/h 195 401 398 39 414 420 412 0 559 49 0 153 Grp Sat Flow(s),veh/h/In 1774 1770 1749 1774 1770 1795 1774 0 1781 1774 0 1704 Q Serve(g_s), s 8.7 15.3 15.3 1.7 18.9 19.0 15.0 0.0 42.0 3.5 0.0 12.6 Cycle Q Clear(g_c), s 8.7 15.3 15.3 1.7 18.9 19.0 15.0 0.0 42.0 3.5 0.0 12.6 Prop In Lane 1.00 0.37 1.00 0.21 1.00 0.26 1.00 0.53 Lane Grp Cap(c), veh/h 408 940 929 386 866 879 359 0 468 99 0 340 V/C Ratio(X) 0.48 0.43 0.43 0.10 0.48 0.48 1.15 0.00 1.20 0.49 0.00 0.45 Avail Cap(c_a), veh/h 455 940 929 506 866 879 359 0 468 211 0 447 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.2 13.3 13.3 19.3 17.5 17.6 56.9 0.0 59.0 52.0 0.0 56.3 Incr Delay (d2), s/veh 0.2 1.1 1.1 0.0 1.9 1.9 93.7 0.0 107.3 1.4 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.2 7.6 7.5 0.8 9.7 9.8 17.8 0.0 34.6 1.8 0.0 6.0 LnGrp Delay(d),s/veh 18.4 14.3 14.4 19.3 19.4 19.4 150.5 0.0 166.3 53.4 0.0 57.0 LnGrp LOS B B B B B B F F D E Approach Vol, veh/h 994 873 971 202 Approach Delay, s/veh 15.2 19.4 159.6 56.1 Approach LOS B B F E onditm" P.M. Yt E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4. EVIEW GO 613 138 37 699 85 387 389 136 46 68 76 613 138 37 699 85 387 389 136 46 68 76 6 16 5 2 12 7 4 14 3 8 18 Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.8 84.3 10.9 48.0 10.1 91.0 21.0 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 64.0 15.0 42.0 15.0 64.0 15.0 42.0 Max Q Clear Time (g_c+I1), s 10.7 21.0 5.5 44.0 3.7 17.3 17.0 14.6 Green Ext Time (p_c), s 0.1 1.9 0.0 0.0 0.0 1.9 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 65.2 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 13: NW 12th Ave & NW 16th St 4- k t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 1i419 + r* 1 1 + Traffic Volume (vph) 71 14 123 52 154 33 1083 54 679 Future Volume (vph) 71 14 123 52 154 33 1083 54 679 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 19.0 19.0 96.0 19.0 96.0 Total Split (%) 36.1% 36.1% 36.1% 36.1% 10.6% 10.6% 53.3% 10.6% 53.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary ondit " P.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 48 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St liksk {s� Yl1 {{�� ryry /!I['y} OL 4R) , 1- n4 19s 196s Nays 'I 5 At06 CR) -Pry:, 19 s 196 s R65 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report HCM 2010 Signalized Intersection Summary Future Backgro 13: NW 12th Ave & NW 16th St a*� O< UBLICy F9 onditit P.M. bit Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 19 + r* 19 114 71 14 72 123 52 154 33 1083 61 54 71 14 72 123 52 154 33 1083 61 54 3 8 18 7 4 14 1 6 16 5 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 75 15 76 129 55 162 35 1140 64 57 1 1 0 1 1 1 1 2 0 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 2 2 2 2 2 2 2 2 2 2 200 44 222 188 305 323 45 2352 132 72 0.16 0.16 0.16 0.16 0.16 0.16 0.03 0.92 0.92 0.05 1160 268 1356 1300 1863 1583 1774 3407 191 1774 75 0 91 129 55 162 35 592 612 57 1160 0 1623 1300 1863 1583 1774 1770 1829 1774 10.7 0.0 8.9 17.6 4.6 16.3 3.5 8.9 8.9 5.7 15.3 0.0 8.9 26.5 4.6 16.3 3.5 8.9 8.9 5.7 1.00 0.84 1.00 1.00 1.00 0.10 1.00 200 0 266 188 305 323 45 1222 1263 72 0.37 0.00 0.34 0.69 0.18 0.50 0.78 0.48 0.48 0.79 384 0 523 394 600 574 128 1222 1263 128 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.00 0.00 1.00 1.00 1.00 1.00 0.78 0.78 0.78 0.82 71.5 0.0 66.7 78.4 64.9 63.5 86.5 2.6 2.6 84.4 0.9 0.0 0.6 3.3 0.2 0.9 8.0 1.1 1.0 5.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 0.0 4.1 6.5 2.4 7.2 1.8 4.4 4.5 2.9 72.3 0.0 67.3 81.7 65.1 64.4 94.5 3.7 3.7 90.3 E E F E E F A A F 166 346 1239 69.5 71.0 6.3 E E A Timer 1 2 3 4 5 6 7 8 E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 4 �QN' VIEW C° 65 65 12 0 1.00 1.00 1.00 1863 1900 715 68 3 0 0.95 0.95 2 2 3335 315 0.94 0.94 4727 447 511 272 1695 1784 2.1 2.1 2.1 2.1 0.25 2391 1258 0.21 0.22 2391 1258 1.33 1.33 0.82 0.82 1.7 1.7 0.2 0.3 0.0 0.0 0.9 1.0 1.9 2.0 A A 840 7.9 A 679 679 2 0 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.6 133.0 36.5 13.3 130.3 36.5 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 13.0 90.0 58.0 13.0 90.0 58.0 Max Q Clear Time (g_c+I1), s 5.5 4.1 28.5 7.7 10.9 17.3 Green Ext Time (p_c), s 0.0 2.0 0.9 0.0 3.1 0.7 Intersection Summary HCM 2010 Ctrl Delay 19.5 HCM 2010 LOS B K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Timings Future Backgro 14: NW 12th Ave & NW 14th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 .+ 111419 . r* 19 + Traffic Volume (vph) 149 173 375 492 192 811 184 98 880 Future Volume (vph) 149 173 375 492 192 811 184 98 880 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 31.0 56.0 31.0 56.0 22.0 71.0 31.0 22.0 71.0 Total Split (%) 17.2% 31.1% 17.2% 31.1% 12.2% 39.4% 17.2% 12.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ondit " P.M. Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 16 (9%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St liksk 0 02(R) 1- .22s 71s} =i{ 56s 1\11.05 106 (R) f o Onu 22s 71s 31s a56s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report F jLICyF9 HCM 2010 Signalized Intersection Summary Future Backgro 14: NW 12th Ave & NW 14th St onditmWW P.M. Yt c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 ++ 19 144 19 +1 r* ) Traffic Volume (veh/h) 149 173 204 375 492 180 192 811 184 98 Future Volume (veh/h) 149 173 204 375 492 180 192 811 184 98 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 164 190 224 412 541 198 211 891 202 108 967 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 212 331 296 328 596 217 347 1697 970 295 2073 Arrive On Green 0.09 0.19 0.19 0.13 0.23 0.23 0.10 0.64 0.64 0.06 0.60 SatFlow,veh/h 1774 1770 1583 1774 2542 927 1774 3539 1583 1774 4629 Grp Volume(v), veh/h 164 190 224 412 376 363 211 891 202 108 708 Grp Sat Flow(s),veh/h/In 1774 1770 1583 1774 1770 1699 1774 1770 1583 1774 1695 Q Serve(g_s), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 24.7 7.5 6.0 21.0 Cycle Q Clear(g_c), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 24.7 7.5 6.0 21.0 Prop In Lane 1.00 1.00 1.00 0.55 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 212 331 296 328 415 399 347 1697 970 295 V/C Ratio(X) 0.78 0.57 0.76 1.26 0.91 0.91 0.61 0.52 0.21 0.37 Avail Cap(c_a), veh/h 296 482 431 328 482 463 360 1697 970 364 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Uniform Delay (d), s/veh 55.3 66.6 69.3 54.9 67.0 67.1 24.3 21.4 10.4 25.6 Incr Delay (d2), s/veh 5.1 1.2 3.5 137.7 18.4 19.7 1.9 1.2 0.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.8 8.7 10.9 17.1 20.3 19.7 5.8 12.2 3.4 2.9 LnGrp Delay(d),s/veh 60.3 67.8 72.8 192.6 85.4 86.8 26.2 22.6 10.9 25.9 LnGrp LOS E E E F F F CCBC Approach Vol, veh/h 578 1151 1304 1186 Approach Delay, s/veh 67.6 124.2 21.4 25.7 Approach LOS E F C C E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° 101 101 12 0 1.00 1.00 1900 111 0 0.91 2 237 0.60 530 370 1769 21.1 21.1 0.30 1518 792 0.47 0.47 1518 792 1.33 1.33 0.96 0.96 24.4 24.4 1.0 1.9 0.0 0.0 10.1 10.7 25.4 26.3 C C 880 880 2 0 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.7 87.6 22.5 49.2 15.0 93.3 31.0 40.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 15.0 64.0 24.0 49.0 15.0 64.0 24.0 49.0 Max Q Clear Time (g_c+I1), s 13.7 23.1 15.3 39.4 8.0 26.7 26.0 26.1 Green Ext Time (p_c), s 0.0 3.0 0.1 2.8 0.1 2.7 0.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 57.0 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelet be.le. fora publictea hng In accortlan mellnes set forth In the ltyor f tla tlC Miami Castle. The apptlecdon-mrire artl ng bodyvig sew the pemit application at thepubtic hearing rendereiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 Appendix K Future Total Conditions Analysis NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body it lew the pemit application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 A.M. Peak Hour a Timings Future T 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary t EBL EBT EBR WBL WBT WBR NBL NBT SBL S 4 r* 19 19 74 138 78 9 90 52 51 774 54 1329 74 138 78 9 90 52 51 774 54 1329 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 ,4Q 0a PUBLIC, o nd itt'ti'$ A.M. 14) 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �' IEW Go�Q Cycle Length: 120 Actuated Cycle Length: 120 Offset: 38 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St IF 02 CR) yr4 76s s ill 06R) y;V 76s 's K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 1: NW 12th Ave & NW 28th St 4Q 0 PUBLIC, 0.1 F. o nd it'ti' A.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations + r* 4 i* 'Pi 1) Traffic Volume (veh/h) 74 138 78 9 90 52 51 774 22 54 Future Volume (veh/h) 74 138 78 9 90 52 51 774 22 54 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 81 152 86 10 99 57 56 851 24 59 1460 76 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 40 55 501 33 249 451 181 2051 58 378 1997 104 Arrive On Green 0.33 0.32 0.32 0.33 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 SatFlow,veh/h 0 175 1583 0 787 1425 337 3516 99 631 3423 178 Grp Volume(v), veh/h 233 0 86 109 0 57 56 428 447 59 753 783 Grp Sat Flow(s),veh/h/In 175 0 1583 787 0 1425 337 1770 1845 631 1770 1831 Q Serve(g_s), s 0.0 0.0 4.7 0.0 0.0 3.4 13.3 9.6 9.6 4.2 26.3 26.7 Cycle Q Clear(g_c), s 40.0 0.0 4.7 40.0 0.0 3.4 40.0 9.6 9.6 13.8 26.3 26.7 Prop In Lane 0.35 1.00 0.09 1.00 1.00 0.05 1.00 0.10 Lane Grp Cap(c), veh/h 99 0 501 295 0 451 181 1032 1076 378 1032 1068 V/C Ratio(X) 2.36 0.00 0.17 0.37 0.00 0.13 0.31 0.41 0.41 0.16 0.73 0.73 Avail Cap(c_a), veh/h 99 0 501 295 0 451 181 1032 1076 378 1032 1068 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 0.0 29.6 31.8 0.0 29.2 19.0 6.7 6.7 9.0 8.6 8.6 Incr Delay (d2), s/veh 642.7 0.0 0.1 0.6 0.0 0.1 4.1 1.1 1.1 0.9 4.5 4.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 20.8 0.0 2.1 2.6 0.0 1.4 1.4 5.0 5.2 0.8 13.9 14.4 LnGrp Delay(d),s/veh 681.5 0.0 29.7 32.4 0.0 29.3 23.1 7.8 7.8 9.8 13.1 13.1 LnGrp LOS F C C CC A A A BB Approach Vol, veh/h 319 166 931 1595 Approach Delay, s/veh 505.8 31.3 8.7 13.0 Approach LOS F C A B E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 1329 1329 2 4. �QN' VIEW C° 69 69 12 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 28.7 42.0 42.0 42.0 Green Ext Time (p_c), s 4.9 0.0 2.8 0.0 Intersection Summary HCM 2010 Ctrl Delay 64.9 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 AWSC Future T 2: NW 13th Ave & NW 22nd St 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. bit Intersection E Con7letion of sdff reaewintlic.s permit appkation meet en requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnit appLcation vAll reel et be su,mrletl for a pu. rearing In accordance VAN tlmellnes set f MI In the Cllyrra man uxze. ne appunaee mean-miang hotly cog remew the permt application at Nepubk hearing and rents eiNea recommendation or a final tledzion. Intersection Delay, s/veh 9.7 Intersection LOS A - •3 01/22/19 IE c0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41 Traffic Vol, veh/h 17 53 84 171 0 0 29 55 141 22 57 0 Future Vol, veh/h 17 53 84 171 0 0 29 55 141 22 57 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 59 93 190 0 0 32 61 157 24 63 0 Number of Lanes 0 2 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 8.9 10.4 9.9 9.1 HCM LOS A B A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 13% 39% 0% 100% 28% Vol Thru, % 24% 61% 24% 0% 72% Vol Right, % 63% 0% 76% 0% 0% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 225 44 111 171 79 LT Vol 29 17 0 171 22 Through Vol 55 27 27 0 57 RT Vol 141 0 84 0 0 Lane Flow Rate 250 48 123 190 88 Geometry Grp 2 7 7 5 2 Degree of Util (X) 0.32 0.077 0.171 0.278 0.127 Departure Headway (Hd) 4.609 5.744 5.009 5.258 5.217 Convergence, Y/N Yes Yes Yes Yes Yes Cap 775 619 708 676 680 Service Time 2.675 3.528 2.792 3.34 3.302 HCM Lane V/C Ratio 0.323 0.078 0.174 0.281 0.129 HCM Control Delay 9.9 9 8.8 10.4 9.1 HCM Lane LOS A A A B A HCM 95th-tile Q 1.4 0.2 0.6 1.1 0.4 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r a Timings Future T 3: NW 12th Ave & NW 22nd St T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 I 4., 19 ft, 19 ++ Traffic Volume (vph) 141 34 24 0 47 684 101 1086 Future Volume (vph) 141 34 24 0 47 684 101 1086 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 6 2 Detector Phase 3 3 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% 61.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd it'ti'$ A.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEWGov Cycle Length: 130 Actuated Cycle Length: 130 Offset: 24 (18%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St 7 02 (R) D3 80s 0 29 s Pg 2_s E t06 (R) 80 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r a HCM Signalized Intersection Capacity Analysis Future T 3: NW 12th Ave & NW 22nd St 4Q 0 PUBLIC, 0.1 o nd it'ti'$ A.M. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S- Lane Configurations 19 T 44 19 14T4 '1 Traffic Volume (vph) 141 34 44 24 0 35 47 684 8 101 Future Volume (vph) 141 34 44 24 0 35 47 684 8 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.92 0.92 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.98 0.95 1.00 0.95 Satd. Flow (prot) 1770 1705 1680 1770 3533 1770 Flt Permitted 0.95 1.00 0.83 0.16 1.00 0.34 Satd. Flow (perm) 1770 1705 1419 293 3533 629 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 157 38 49 27 0 39 52 760 9 112 RTOR Reduction (vph) 0 38 0 0 63 0 0 0 0 0 Lane Group Flow (vph) 157 49 0 0 3 0 52 769 0 112 Turn Type Split NA Perm NA Perm NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 6 2 Actuated Green, G (s) 16.3 16.3 5.9 89.8 89.8 89.8 89.8 Effective Green, g (s) 16.3 16.3 5.9 89.8 89.8 89.8 89.8 Actuated g/C Ratio 0.13 0.13 0.05 0.69 0.69 0.69 0.69 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 221 213 64 202 2440 434 2407 v/s Ratio Prot c0.09 0.03 0.22 c0.39 v/s Ratio Perm c0.00 0.18 0.18 v/c Ratio 0.71 0.23 0.05 0.26 0.32 0.26 0.56 Uniform Delay, d1 54.6 51.2 59.4 7.6 7.9 7.6 10.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.6 0.4 0.1 3.1 0.3 1.4 0.9 Delay (s) 64.2 51.6 59.5 10.6 8.3 9.0 11.1 Level of Service E D E B A A B Approach Delay (s) 59.7 59.5 8.4 10.9 Approach LOS E E A B Intersection Summary E Completion of staff reHewindealex permitappfradan meet mitimu requirement under Mu land/or McCity of Miami Cock, an This pamitappllca • Inealtra befhted fora pu'gin accordance meset all In lntte Cltyat Miami .Tteappticetae decision-makingmaking body vig neew permit the pet application at ampulla hearing sal render eiMara recommendation or a final amis.. S 3 01/22/19 1086 1900 6.0 0.95 0.98 1.00 3485 1.00 3485 0.90 0.90 1207 138 0 0 1345 0 NA 2 \' IEW COV 1900 HCM 2000 Control Delay 16.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 4: NW 13th Ave & NW 21 st Terr 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. E Co pMon of sdff re.wintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor Intersection neaon t ini.emMang hotlywrrelew the pern[appliration at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR IE c0 Lane Configurations Traffic Vol, veh/h 64 0 15 0 0 0 14 185 29 4 213 64 Future Vol, veh/h 64 0 15 0 0 0 14 185 29 4 213 64 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 92 84 92 92 92 84 84 92 92 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 76 0 18 0 0 0 17 220 32 4 254 76 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 570 - 292 330 0 0 252 0 0 Stage 1 300 Stage 2 270 Critical Hdwy 6.42 - 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 - 3.318 2.218 - 2.218 Pot Cap-1 Maneuver 483 0 747 1229 - 1313 Stage 1 752 0 Stage 2 775 0 Platoon blocked, % Mov Cap-1 Maneuver 473 0 747 1229 - 1313 Mov Cap-2 Maneuver 473 0 Stage 1 737 0 Stage 2 775 0 Approach EB NB SB HCM Control Delay, s 13.7 HCM LOS B 0.5 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 1229 - - 508 1313 HCM Lane V/C Ratio 0.014 - 0.185 0.003 HCM Control Delay (s) 8 0 - 13.7 7.8 0 HCM Lane LOS A A - B A A HCM 95th %tile Q(veh) 0 - 0.7 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 5: NW 12th Ave & NW 21 st Terr 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. Intersection E Co pMon of sdff re.wintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor neapp7471 .'"RMang hotlywr resew the pern[appliration at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR IE c0 Lane Configurations r r t ++ Traffic Vol, veh/h 0 0 74 0 0 11 0 735 24 0 1113 50 Future Vol, veh/h 0 0 74 0 0 11 0 735 24 0 1113 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - - None - - None - - None Storage Length 0 - 0 Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 97 92 97 92 97 97 97 97 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 80 0 0 11 0 758 25 0 1147 54 Major/Minor Minor2 Minors Majors Major2 Conflicting Flow All - 601 - - 392 - 0 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 - 3 Pot Cap-1 Maneuver 0 0 662 0 0 816 0 0 Stage 1 0 0 0 0 0 0 Stage 2 0 0 0 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 662 - 816 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB SB HCM Control Delay, s 11.2 9.5 0 0 HCM LOS B A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 662 816 - 0.122 0.014 - 11.2 9.5 - B A - 0.4 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 6: NW 13th Ave & NW 21 st St 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. Intersection E Co pMon of sdff re.wintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor neapp7471 .'"RMang hotlywr resew the pern[appliration at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR IE c0 Lane Configurations Traffic Vol, veh/h 24 29 42 10 10 20 24 218 23 36 168 15 Future Vol, veh/h 24 29 42 10 10 20 24 218 23 36 168 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 31 44 11 11 21 25 229 24 38 177 16 Major/Minor Minor2 Minors Majors Major2 Conflicting Flow All 568 564 185 590 560 241 193 0 0 253 0 0 Stage 1 261 261 291 291 Stage 2 307 303 299 269 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 490 542 941 473 545 873 1380 - 1312 Stage 1 929 929 - 902 902 Stage 2 807 853 - 815 887 Platoon blocked, % Mov Cap-1 Maneuver 452 514 941 413 517 873 1380 - 1312 Mov Cap-2 Maneuver 452 514 - 413 517 Stage 1 909 899 - 883 883 Stage 2 762 835 - 726 859 Approach EB WB NB SB HCM Control Delay, s 12 11.4 0.7 1.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1380 - - 616 602 1312 HCM Lane V/C Ratio 0.018 - 0.162 0.07 0.029 HCM Control Delay (s) 7.7 0 - 12 11.4 7.8 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0.1 - 0.6 0.2 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 7: NW 12th Ave & NW 21 st St 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. Intersection E Co pMon of sdff re.wintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR IE c0 Lane Configurations Traffic Vol, veh/h 0 48 0 747 1134 0 Future Vol, veh/h 0 48 0 747 1134 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 53 0 821 1246 0 Major/Minor Minor2 Majors Major2 Conflicting Flow All - 623 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 648 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 648 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 11 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 648 HCM Lane V/C Ratio - 0.081 HCM Control Delay (s) - 11 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.3 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Timings Future T 8: NW 20th St & NW 17th Avenue a 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + 19 1' Traffic Volume (vph) 93 1093 82 672 97 316 134 158 346 68 Future Volume (vph) 93 1093 82 672 97 316 134 158 346 68 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 20.0 66.0 20.0 66.0 20.0 54.0 54.0 20.0 54.0 54.0 Total Split (%) 12.5% 41.3% 12.5% 41.3% 12.5% 33.8% 33.8% 12.5% 33.8% 33.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None ,4Q 0a PUBLIC, o nd itt'ti'$ A.M. Intersection Summary 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 44 (28%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue i ..v 4 02. (r ) 20s 166s T '20s 5-as E 05 l D7 T Du D6 4R) 20s 166s 1 120s I 154s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 8: NW 20th St & NW 17th Avenue 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 19 + r* ) Traffic Volume (veh/h) 93 1093 94 82 672 66 97 316 134 158 346 68 Future Volume (veh/h) 93 1093 94 82 672 66 97 316 134 158 346 68 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 99 1163 100 87 715 70 103 336 143 168 368 72 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 409 1742 150 251 1709 167 185 373 317 221 427 363 Arrive On Green 0.05 0.70 0.70 0.05 0.70 0.70 0.06 0.20 0.20 0.09 0.23 0.23 SatFlow,veh/h 1774 3299 283 1774 3257 319 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 99 623 640 87 388 397 103 336 143 168 368 72 Grp Sat Flow(s),veh/h/In 1774 1770 1813 1774 1770 1807 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 4.2 31.5 31.7 3.7 15.0 15.0 7.3 28.2 12.7 11.9 30.4 5.9 Cycle Q Clear(g_c), s 4.2 31.5 31.7 3.7 15.0 15.0 7.3 28.2 12.7 11.9 30.4 5.9 Prop In Lane 1.00 0.16 1.00 0.18 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 409 935 957 251 928 948 185 373 317 221 427 363 V/C Ratio(X) 0.24 0.67 0.67 0.35 0.42 0.42 0.56 0.90 0.45 0.76 0.86 0.20 Avail Cap(c_a), veh/h 496 935 957 345 928 948 237 559 475 222 559 475 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.8 15.9 15.9 19.8 13.8 13.8 49.1 62.4 56.3 47.5 59.3 49.8 Incr Delay (d2), s/veh 0.1 3.8 3.7 0.3 1.3 1.3 1.0 11.5 0.7 12.8 9.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 16.2 16.7 1.8 7.5 7.7 3.6 15.7 5.6 6.6 16.8 2.6 LnGrp Delay(d),s/veh 16.9 19.7 19.6 20.1 15.0 15.0 50.1 73.9 57.0 60.3 69.0 50.0 LnGrp LOS B B B C B B D E E E E D Approach Vol, veh/h 1362 872 582 608 Approach Delay, s/veh 19.5 15.5 65.6 64.4 Approach LOS B B E E E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4 �.: ,JkQN' EVIEW GO Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.1 90.0 19.9 38.0 11.6 90.5 15.3 42.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 60.0 14.0 48.0 14.0 60.0 14.0 48.0 Max Q Clear Time (g_c+I1), s 6.2 17.0 13.9 30.2 5.7 33.7 9.3 32.4 Green Ext Time (p_c), s 0.1 1.8 0.0 1.9 0.1 3.3 0.0 1.8 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 34.3 C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r a Timings Future T 9: NW 14th AVe & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 114 19 114 19 +49. Traffic Volume (vph) 91 949 222 628 96 105 179 23 270 Future Volume (vph) 91 949 222 628 96 105 179 23 270 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 77.0 21.0 77.0 62.0 62.0 62.0 62.0 62.0 Total Split (%) 13.1% 48.1% 13.1% 48.1% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary ,4Q 0 PUBLIC, 0.4 o nd itt'ti'$ A.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 124 (78%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 t 04 02 (R) 21s I77s 1 62 s N o 5 lir 03 06 (R) 21s 1177s 62s 5 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 9: NW 14th AVe & NW 20th St 4Q 0 PUBLIC, 0.1 F. o nd it'ti' A.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 'Pi 1'Pi 114 111 + r* Traffic Volume (veh/h) 91 949 238 222 628 31 96 105 179 Future Volume (veh/h) 91 949 238 222 628 31 96 105 179 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 97 1010 253 236 668 33 102 112 190 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap,veh/h 492 1513 378 324 1971 97 171 514 437 Arrive On Green 0.05 0.72 0.72 0.10 0.76 0.76 0.28 0.28 0.28 SatFlow,veh/h 1774 2808 701 1774 3433 169 1011 1863 1583 Grp Volume(v), veh/h 97 635 628 236 344 357 102 112 190 Grp Sat Flow(s),veh/h/In 1774 1770 1739 1774 1770 1833 1011 1863 1583 Q Serve(g_s), s 3.9 31.1 31.5 9.5 9.9 9.9 7.3 7.4 15.8 Cycle Q Clear(g_c), s 3.9 31.1 31.5 9.5 9.9 9.9 40.0 7.4 15.8 Prop In Lane 1.00 0.40 1.00 0.09 1.00 1.00 Lane Grp Cap(c),veh/h 492 954 937 324 1016 1052 171 514 437 V/C Ratio(X) 0.20 0.67 0.67 0.73 0.34 0.34 0.60 0.22 0.44 Avail Cap(c_a), veh/h 591 954 937 361 1016 1052 246 652 554 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.66 0.66 0.66 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.1 14.9 14.9 19.9 9.2 9.2 61.9 44.6 47.7 Incr Delay (d2), s/veh 0.0 2.4 2.5 4.9 0.9 0.8 4.7 0.3 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.9 15.7 15.6 5.1 5.0 5.2 4.6 3.9 7.0 LnGrp Delay(d),s/veh 15.1 17.3 17.4 24.9 10.1 10.1 66.6 44.9 48.7 LnGrp LOS B B B C B B E D D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4. �QN' VIEW C° 23 270 75 23 270 75 3 8 18 0 0 0 1.00 1.00 1.00 1.00 1.00 1900 1863 1900 24 287 80 0 1 0 0.94 0.94 0.94 2 2 2 43 365 99 0.29 0.28 0.28 69 1322 358 391 0 0 1749 0 0 16.7 0.0 0.0 32.7 0.0 0.0 0.06 0.20 528 0 0 0.74 0.00 0.00 656 0 0 1.00 1.00 1.00 1.00 0.00 0.00 53.6 0.0 0.0 4.1 0.0 0.0 0.0 0.0 0.0 16.2 0.0 0.0 57.7 0.0 0.0 E Approach Vol, veh/h 1360 937 404 391 Approach Delay, s/veh 17.2 13.8 52.2 57.7 Approach LOS B B D E Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.0 97.9 50.1 17.6 92.2 50.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 71.0 56.0 15.0 71.0 56.0 Max Q Clear Time (g_c+I1), s 5.9 11.9 42.0 11.5 33.5 34.7 Green Ext Time (p_c), s 0.1 1.5 2.2 0.1 3.4 3.5 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Timings Future T 10: NW 13th Ave & NW 20th St a 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 i* 4 Traffic Volume (vph) 90 1028 28 695 45 7 46 106 7 142 Future Volume (vph) 90 1028 28 695 45 7 46 106 7 142 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 4 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 22.5 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 86.0 86.0 24.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 53.8% 53.8% 15.0% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None ,4Q 0a PUBLIC, o nd it'ti'$ A.M. Intersection Summary 4 8 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEWGov Cycle Length: 160 Actuated Cycle Length: 160 Offset: 132 (83%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St +s'14 110s p50s E o 5 4R,� 1 CL ' 4 6 24s I 86s k50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 10: NW 13th Ave & NW 20th St 4Q Oa PUBLIC, 0.1 F. o nd it'ti' A.M. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 i* Traffic Volume (veh/h) 90 1028 21 28 695 161 45 7 46 106 7 142 Future Volume (veh/h) 90 1028 21 28 695 161 45 7 46 106 7 142 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 95 1082 22 29 732 169 47 7 48 112 7 149 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 403 2062 42 337 1857 429 42 3 435 44 1 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.29 0.28 0.28 0.29 0.28 0.28 Sat Flow, veh/h 616 3547 72 1774 2857 659 0 12 1583 0 5 1583 Grp Volume(v), veh/h 95 540 564 29 453 448 54 0 48 119 0 149 Grp Sat Flow(s),veh/h/In 616 1770 1850 1774 1770 1746 12 0 1583 5 0 1583 Q Serve(g_s), s 7.0 18.6 18.6 1.0 8.4 8.4 0.0 0.0 3.6 0.0 0.0 12.1 Cycle Q Clear(g_c), s 7.0 18.6 18.6 1.0 8.4 8.4 46.0 0.0 3.6 46.0 0.0 12.1 Prop In Lane 1.00 0.04 1.00 0.38 0.87 1.00 0.94 1.00 Lane Grp Cap(c), veh/h 403 1029 1075 337 1150 1135 46 0 435 45 0 435 V/C Ratio(X) 0.24 0.52 0.52 0.09 0.39 0.39 1.19 0.00 0.11 2.64 0.00 0.34 Avail Cap(c_a), veh/h 403 1029 1075 481 1150 1135 46 0 435 45 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.64 0.64 0.64 0.65 0.65 0.65 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 8.4 9.7 9.7 12.7 4.4 4.4 77.4 0.0 43.4 79.3 0.0 46.4 Incr Delay (d2), s/veh 0.9 1.2 1.2 0.0 0.7 0.7 192.8 0.0 0.2 796.0 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.3 9.2 9.6 0.5 4.1 4.1 4.4 0.0 1.6 11.9 0.0 5.4 LnGrp Delay(d),s/veh 9.3 11.0 10.9 12.7 5.0 5.0 270.6 0.0 43.6 875.3 0.0 47.4 LnGrp LOS A BBB A A F D F D Approach Vol, veh/h 1199 930 102 268 Approach Delay, s/veh 10.8 5.3 163.8 415.0 Approach LOS B A F F E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 �.: 0.N EV,EW co Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 18.0 * 81 44.0 Max Q Clear Time (g_c+I1), s 10.4 48.0 3.0 20.6 48.0 Green Ext Time (p_c), s 2.2 0.0 0.0 3.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 58.3 HCM 2010 LOS E Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r a Timings Future T 11: NW 12th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 11, 19 11, 19 ++ r* 19 14) Traffic Volume (vph) 178 784 159 568 163 487 194 112 878 Future Volume (vph) 178 784 159 568 163 487 194 112 878 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ,4Q 0a PUBLIC, o nd it'ti'$ A.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 32 (20%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St #� l 1 ) 3 1- 04 20s 162s T 1 21 s 57s \411-05 t06(R) 007 S 20s 1162s T 121s 57s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 11: NW 12th Ave & NW 20th St 4Q 0 PUBLIC, 0.1 F. o nd it'ti' A.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 19 +1 r* ) Traffic Volume (veh/h) 178 784 211 159 568 83 163 487 194 112 878 148 Future Volume (veh/h) 178 784 211 159 568 83 163 487 194 112 878 148 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 187 825 222 167 598 87 172 513 204 118 924 156 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 330 852 229 193 937 136 155 1349 728 138 1125 190 Arrive On Green 0.11 0.41 0.41 0.16 0.60 0.60 0.12 0.51 0.51 0.10 0.49 0.49 SatFlow,veh/h 1774 2759 742 1774 3102 450 1774 3539 1583 1774 3031 511 Grp Volume(v), veh/h 187 529 518 167 341 344 172 513 204 118 539 541 Grp Sat Flow(s),veh/h/In 1774 1770 1732 1774 1770 1783 1774 1770 1583 1774 1770 1772 Q Serve(g_s), s 11.6 46.8 46.8 10.5 19.8 20.0 14.0 14.2 10.7 10.5 41.5 41.6 Cycle Q Clear(g_c), s 11.6 46.8 46.8 10.5 19.8 20.0 14.0 14.2 10.7 10.5 41.5 41.6 Prop In Lane 1.00 0.43 1.00 0.25 1.00 1.00 1.00 0.29 Lane Grp Cap(c), veh/h 330 547 535 193 534 538 155 1349 728 138 657 658 V/C Ratio(X) 0.57 0.97 0.97 0.87 0.64 0.64 1.11 0.38 0.28 0.86 0.82 0.82 Avail Cap(c_a), veh/h 345 557 546 220 557 562 155 1349 728 155 657 658 HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.91 0.91 0.91 0.87 0.87 0.87 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 46.4 46.4 37.7 26.1 26.1 70.7 27.9 20.9 70.9 36.0 36.0 Incr Delay (d2), s/veh 1.0 28.0 28.5 21.5 1.5 1.5 100.4 0.7 0.9 29.8 11.0 11.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.7 27.0 26.5 6.2 9.7 10.0 11.2 7.1 4.8 6.3 22.2 22.3 LnGrp Delay(d),s/veh 35.2 74.4 74.8 59.2 27.5 27.6 171.1 28.6 21.8 100.7 47.0 47.0 LnGrp LOS DEEECCF CC F D D Approach Vol, veh/h 1234 852 889 1198 Approach Delay, s/veh 68.6 33.7 54.6 52.3 Approach LOS E C D D E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 65.4 19.7 54.9 18.4 67.0 18.6 56.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 43.6 13.6 22.0 12.5 16.2 12.5 48.8 Green Ext Time (p_c), s 0.0 2.4 0.0 1.5 0.0 1.4 0.1 0.6 Intersection Summary HCM 2010 Ctrl Delay 53.8 HCM 2010 LOS D Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Timings Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 19 T, 1 Traffic Volume (vph) 136 588 94 518 164 183 77 230 Future Volume (vph) 136 588 94 518 164 183 77 230 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 80.0 21.0 80.0 21.0 38.0 21.0 38.0 Total Split (%) 13.1% 50.0% 13.1% 50.0% 13.1% 23.8% 13.1% 23.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary a ,4Q 0a PUBLIC, F. o nd it'ti'$ A.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 126 (79%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 \111. 03j At m4 024R) 21s '80s I21s 38s 05�(R) l�l7 7. 08 21s .805 1 121s 30s 1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 ) Traffic Volume (veh/h) 136 588 416 94 518 52 164 183 99 77 230 74 Future Volume (veh/h) 136 588 416 94 518 52 164 183 99 77 230 74 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 151 653 462 104 576 58 182 203 110 86 256 82 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 479 1027 725 286 1637 164 221 275 149 215 270 86 Arrive On Green 0.07 0.69 0.69 0.05 0.67 0.67 0.09 0.24 0.24 0.05 0.20 0.20 SatFlow,veh/h 1774 1985 1401 1774 3248 326 1774 1138 616 1774 1353 433 Grp Volume(v), veh/h 151 582 533 104 313 321 182 0 313 86 0 338 Grp Sat Flow(s),veh/h/In 1774 1770 1616 1774 1770 1805 1774 0 1754 1774 0 1786 Q Serve(g_s), s 6.7 29.2 29.3 4.6 12.2 12.3 12.7 0.0 26.4 6.1 0.0 29.9 Cycle Q Clear(g_c), s 6.7 29.2 29.3 4.6 12.2 12.3 12.7 0.0 26.4 6.1 0.0 29.9 Prop In Lane 1.00 0.87 1.00 0.18 1.00 0.35 1.00 0.24 Lane Grp Cap(c), veh/h 479 916 836 286 892 909 221 0 424 215 0 356 V/C Ratio(X) 0.32 0.64 0.64 0.36 0.35 0.35 0.82 0.00 0.74 0.40 0.00 0.95 Avail Cap(c_a), veh/h 549 916 836 379 892 909 224 0 424 293 0 357 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.41 0.41 0.41 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.3 16.6 16.6 20.2 15.1 15.1 46.7 0.0 56.0 48.7 0.0 63.2 Incr Delay (d2), s/veh 0.1 1.4 1.5 0.3 1.1 1.1 19.6 0.0 6.4 0.4 0.0 34.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.2 14.4 13.2 2.2 6.2 6.3 7.4 0.0 13.5 3.0 0.0 18.1 LnGrp Delay(d),s/veh 17.4 18.0 18.1 20.5 16.2 16.2 66.3 0.0 62.4 49.1 0.0 97.5 LnGrp LOS BBBCBBE E D F Approach Vol, veh/h 1266 738 495 424 Approach Delay, s/veh 18.0 16.8 63.8 87.7 Approach LOS B B E F 4Q Oa PUBLIC, 0.1 o nd itt'ti$ A.M. E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4 �.: ,JkQN' EVIEW GO Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.7 86.6 14.0 44.7 12.6 88.8 20.7 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 74.0 15.0 32.0 15.0 74.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 8.7 14.3 8.1 28.4 6.6 31.3 14.7 31.9 Green Ext Time (p_c), s 0.1 1.4 0.0 0.5 0.1 3.1 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 35.6 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r a Timings Future T 13: NW 12th Ave & NW 16th St 4- k t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 19 T419 + r* 1 19 + Traffic Volume (vph) 73 71 34 18 86 174 758 122 1006 Future Volume (vph) 73 71 34 18 86 174 758 122 1006 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 18.0 18.0 77.0 18.0 77.0 Total Split (%) 40.6% 40.6% 40.6% 40.6% 11.3% 11.3% 48.1% 11.3% 48.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd itt'ti'$ A.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 �' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St #� l 01 ir 0.2 (R) 1- 04 18s 77s N65s %5 106 (R) -On; 18s 77s N65s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 13: NW 12th Ave & NW 16th St 4Q 0 PUBLIC, 0.1 F. o nd it'ti' A.M. bit E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 T, 19 + r* 19 4 '1 + Traffic Volume (veh/h) 73 71 85 34 18 86 174 758 175 122 1006 Future Volume (veh/h) 73 71 85 34 18 86 174 758 175 122 1006 Number 3 8 18 7 4 14 1 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 80 78 93 37 20 95 191 833 192 134 1105 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 213 110 131 100 263 342 133 1900 438 133 3098 336 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.10 0.88 0.88 0.10 0.88 0.88 SatFlow,veh/h 1272 775 924 1209 1863 1583 1774 2858 659 1774 4658 505 Grp Volume(v), veh/h 80 0 171 37 20 95 191 516 509 134 804 421 Grp Sat Flow(s),veh/h/In 1272 0 1700 1209 1863 1583 1774 1770 1747 1774 1695 1774 Q Serve(g_s), s 9.3 0.0 15.4 4.8 1.5 8.0 12.0 8.8 8.8 12.0 6.4 6.4 Cycle Q Clear(g_c), s 10.8 0.0 15.4 20.2 1.5 8.0 12.0 8.8 8.8 12.0 6.4 6.4 Prop In Lane 1.00 0.54 1.00 1.00 1.00 0.38 1.00 0.28 Lane Grp Cap(c), veh/h 213 0 240 100 263 342 133 1177 1161 133 2255 1179 V/C Ratio(X) 0.38 0.00 0.71 0.37 0.08 0.28 1.44 0.44 0.44 1.01 0.36 0.36 Avail Cap(c_a), veh/h 494 0 616 367 675 693 133 1177 1161 133 2255 1179 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 0.36 0.36 0.36 Uniform Delay (d), s/veh 64.3 0.0 65.6 75.2 59.6 52.3 72.0 3.6 3.6 72.0 3.5 3.5 Incr Delay (d2), s/veh 0.8 0.0 2.9 1.7 0.1 0.3 222.5 0.8 0.8 48.7 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.3 0.0 7.4 1.7 0.8 3.5 14.1 4.3 4.3 7.7 2.9 3.1 LnGrp Delay(d),s/veh 65.1 0.0 68.5 76.9 59.7 52.6 294.5 4.4 4.4 120.7 3.6 3.8 LnGrp LOS E E E E D F A A F A A Approach Vol, veh/h 251 152 1216 1359 Approach Delay, s/veh 67.4 59.5 50.0 15.2 Approach LOS E E D B Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° 109 109 12 0 1.00 1.00 1900 120 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 112.4 29.6 18.0 112.4 29.6 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 12.0 71.0 58.0 12.0 71.0 58.0 Max Q Clear Time (g_c+I1), s 14.0 8.4 22.2 14.0 10.8 17.4 Green Ext Time (p_c), s 0.0 3.5 0.4 0.0 2.6 1.1 Intersection Summary HCM 2010 Ctrl Delay 36.1 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r a Timings Future T 14: NW 12th Ave & NW 14th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 .+ 19 144 19 .+ r* 19 + Traffic Volume (vph) 140 513 220 389 247 945 603 147 827 Future Volume (vph) 140 513 220 389 247 945 603 147 827 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 20.0 45.0 30.0 55.0 23.0 62.0 30.0 23.0 62.0 Total Split (%) 12.5% 28.1% 18.8% 34.4% 14.4% 38.8% 18.8% 14.4% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary 4Q 0 PUBLIC, 0.1 o nd itt'ti'$ A.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St III\ 01 T 02. (F2) I'0304 23s 62s 20s 55s 5 } 106 CR) fo- . u 23s 62s 0s =5s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 14: NW 12th Ave & NW 14th St 4Q 0 PUBLIC, 0.1 F. o nd it'ti' A.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 ++ 19 144 19 +1 r* ) Traffic Volume (veh/h) 140 513 212 220 389 166 247 945 603 147 827 145 Future Volume (veh/h) 140 513 212 220 389 166 247 945 603 147 827 145 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 144 529 219 227 401 171 255 974 622 152 853 149 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 276 564 233 252 647 273 365 1485 838 233 1677 291 Arrive On Green 0.07 0.23 0.23 0.11 0.27 0.27 0.13 0.56 0.56 0.09 0.51 0.51 SatFlow,veh/h 1774 2446 1009 1774 2429 1023 1774 3539 1583 1774 4362 758 Grp Volume(v), veh/h 144 382 366 227 291 281 255 974 622 152 662 340 Grp Sat Flow(s),veh/h/In 1774 1770 1685 1774 1770 1682 1774 1770 1583 1774 1695 1729 Q Serve(g_s), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 30.7 47.2 8.3 20.6 20.8 Cycle Q Clear(g_c), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 30.7 47.2 8.3 20.6 20.8 Prop In Lane 1.00 0.60 1.00 0.61 1.00 1.00 1.00 0.44 Lane Grp Cap(c), veh/h 276 408 389 252 472 448 365 1485 838 233 1304 665 V/C Ratio(X) 0.52 0.94 0.94 0.90 0.62 0.63 0.70 0.66 0.74 0.65 0.51 0.51 Avail Cap(c_a), veh/h 289 420 400 312 531 505 365 1485 838 295 1304 665 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 43.3 60.4 60.5 43.7 51.5 51.7 26.1 27.3 22.0 29.5 29.1 29.1 Incr Delay (d2), s/veh 0.6 27.8 29.7 21.7 1.5 1.7 4.9 2.3 5.9 1.4 1.3 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.8 19.7 19.1 9.0 11.5 11.1 7.3 15.5 21.9 4.1 9.8 10.3 LnGrp Delay(d),s/veh 43.9 88.2 90.2 65.4 53.0 53.4 31.0 29.6 27.9 31.0 30.4 31.7 LnGrp LOS D F F E D DCCCCCC Approach Vol, veh/h 892 799 1851 1154 Approach Delay, s/veh 81.8 56.7 29.2 30.8 Approach LOS F E C C E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 68.5 18.8 49.6 17.4 74.1 24.5 43.9 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 16.0 55.0 13.0 48.0 16.0 55.0 23.0 38.0 Max Q Clear Time (g_c+I1), s 16.0 22.8 11.8 25.5 10.3 49.2 17.4 36.1 Green Ext Time (p_c), s 0.0 2.7 0.0 3.0 0.1 2.0 0.2 0.8 Intersection Summary HCM 2010 Ctrl Delay 44.3 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 15: NW 13th Ave & North Pro'ect drivewa Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 80 66 173 72 131 196 80 66 173 72 131 196 0 0 0 0 0 0 Stop Stop Free Free Free Free - None - None - None 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 87 72 188 78 142 213 Major/Minor Minors Majors Major2 Carpleton of sdff reaewintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Conflicting Flow All 724 227 0 0 266 0 Stage 1 227 Stage 2 497 Critical Hdwy 5 5 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - 2.218 Pot Cap-1 Maneuver 585 961 - 1298 Stage 1 936 Stage 2 694 Platoon blocked, % Mov Cap-1 Maneuver 512 961 - 1298 Mov Cap-2 Maneuver 512 Stage 1 820 Stage 2 694 Approach WB NB SB HCM Control Delay, s 12.3 0 3.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 649 1298 - HCM Lane V/C Ratio - 0.245 0.11 HCM Control Delay (s) - 12.3 8.1 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 1 0.4 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report HCM 2010 TWSC Future T 16: NW 13th Ave & South Pro'ect drivewa Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 79 67 162 109 94 141 79 67 162 109 94 141 0 0 0 0 0 0 Stop Stop Free Free Free Free - None - None - None 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 86 73 176 118 102 153 Major/Minor Minors Majors Major2 Co pMon of sdff reaewintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Conflicting Flow All 592 235 0 0 294 0 Stage 1 235 Stage 2 357 Critical Hdwy 5 5 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - 2.218 Pot Cap-1 Maneuver 668 953 - 1268 Stage 1 928 Stage 2 811 Platoon blocked, % Mov Cap-1 Maneuver 609 953 - 1268 Mov Cap-2 Maneuver 609 Stage 1 846 Stage 2 811 Approach WB NB SB HCM Control Delay, s 11.3 0 3.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 730 1268 - HCM Lane V/C Ratio - 0.217 0.081 HCM Control Delay (s) - 11.3 8.1 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - 0.8 0.3 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce AM Future Total.syn Synchro 10 Report NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk ands Murry aantl/orthe City of Miami Cock, only. his pmnitappticafionvnllreelb be.le. tlfora pudic teahng In accortlan.w1M tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body it lew the pemit application at thepubtic hearing artl rents eiNea recommendation or a final tletlsion. PZ-18-263 01/22/19 P.M. Peak Hour Timings Future T 1: NW 12th Ave & NW 28th St a t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL S' Lane Configurations + 4 i* 19 19 1 Traffic Volume (vph) 66 116 60 8 169 106 109 1465 51 747 Future Volume (vph) 66 116 60 8 169 106 109 1465 51 747 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C-Max C-Max C-Max C-Max ,4Q 0 PUBLIC, 0.1 F. o nd it'ti'$ P.M. Intersection Summary 8 8 8 4 4 4 6 6 2 2 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St IF 2 CR) yr4 76s s ill 06R) y;V 76s 's K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 1: NW 12th Ave & NW 28th St ,4Q 0 PUBLI 0 C,0.1 F. o nd it'ti' P.M. bit c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations + r* 4 i* 19 1'1 Traffic Volume (veh/h) 66 116 60 8 169 106 109 1465 25 51 747 78 Future Volume (veh/h) 66 116 60 8 169 106 109 1465 25 51 747 78 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 69 122 63 8 178 112 115 1542 26 54 786 82 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 41 55 501 31 388 451 379 2078 35 176 1887 197 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 SatFlow,veh/h 0 173 1583 0 1225 1425 635 3562 60 326 3235 337 Grp Volume(v), veh/h 191 0 63 186 0 112 115 765 803 54 430 438 Grp Sat Flow(s),veh/h/In 173 0 1583 1225 0 1425 635 1770 1852 326 1770 1803 Q Serve(g_s), s 0.0 0.0 3.4 0.0 0.0 7.0 9.5 27.4 27.5 13.5 9.7 9.7 Cycle Q Clear(g_c), s 38.0 0.0 3.4 38.0 0.0 7.0 19.1 27.4 27.5 41.0 9.7 9.7 Prop In Lane 0.36 1.00 0.04 1.00 1.00 0.03 1.00 0.19 Lane Grp Cap(c), veh/h 96 0 501 419 0 451 379 1032 1080 176 1032 1052 V/C Ratio(X) 2.00 0.00 0.13 0.44 0.00 0.25 0.30 0.74 0.74 0.31 0.42 0.42 Avail Cap(c_a), veh/h 96 0 501 419 0 451 379 1032 1080 176 1032 1052 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.73 0.73 0.73 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 0.0 29.2 31.8 0.0 30.4 9.9 8.7 8.7 19.5 6.7 6.7 Incr Delay (d2), s/veh 482.9 0.0 0.1 0.5 0.0 0.2 1.5 3.5 3.4 4.5 1.2 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.0 0.0 1.5 4.8 0.0 2.8 1.8 14.1 14.7 1.4 5.0 5.1 LnGrp Delay(d),s/veh 522.1 0.0 29.3 32.4 0.0 30.6 11.4 12.2 12.1 24.0 7.9 7.9 LnGrp LOS F C C C B BBC A A Approach Vol, veh/h 254 298 1683 922 Approach Delay, s/veh 399.9 31.7 12.1 8.9 Approach LOS F C B A E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 43.0 40.0 29.5 40.0 Green Ext Time (p_c), s 2.8 0.0 5.4 0.0 Intersection Summary HCM 2010 Ctrl Delay 44.2 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 AWSC Future T 2: NW 13th Ave & NW 22nd St ,4Q 0 PUBLIC 0 ,0.1 o nd it'ti' P.M. bit Intersection E Corrpletion of sdff reaewintlic.s permit appkation meet en requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnit appLcation vnll reel et be su,mrletl for a pu. rearing In accordance wlM tlmellnes set f MI In the Cllyrra man uxze. neappunaeemean-miang hotlywresew the permt application at thepubk hearing and render reneiNea recommendation or a final tledzion. Intersection Delay, s/veh 9.1 Intersection LOS A - •3 01/22/19 IE GO Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41 Traffic Vol, veh/h 6 45 43 152 0 0 40 54 134 1 18 0 Future Vol, veh/h 6 45 43 152 0 0 40 54 134 1 18 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 50 48 169 0 0 44 60 149 1 20 0 Number of Lanes 0 2 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 8.2 9.6 9.2 8.1 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 18% 21% 0% 100% 5% Vol Thru, % 24% 79% 34% 0% 95% Vol Right, % 59% 0% 66% 0% 0% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 228 29 66 152 19 LT Vol 40 6 0 152 1 Through Vol 54 23 23 0 18 RT Vol 134 0 43 0 0 Lane Flow Rate 253 32 73 169 21 Geometry Grp 2 7 7 5 2 Degree of Util (X) 0.304 0.048 0.098 0.234 0.029 Departure Headway (Hd) 4.321 5.429 4.86 4.984 4.919 Convergence, Y/N Yes Yes Yes Yes Yes Cap 831 658 735 719 725 Service Time 2.35 3.174 2.605 3.026 2.965 HCM Lane V/C Ratio 0.304 0.049 0.099 0.235 0.029 HCM Control Delay 9.2 8.4 8.1 9.6 8.1 HCM Lane LOS A A A A A HCM 95th-tile Q 1.3 0.2 0.3 0.9 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r a Timings Future T 3: NW 12th Ave & NW 22nd St T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 I 4., 19 ft, 19 ++ Traffic Volume (vph) 132 8 18 0 42 1370 26 599 Future Volume (vph) 132 8 18 0 42 1370 26 599 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 6 2 Detector Phase 3 3 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1% 57.1% 57.1% 57.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd itt'ti'$ P.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEWGov Cycle Length: 140 Actuated Cycle Length: 140 Offset: 63 (45%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St I 7 02 (R) 1- 04 3 80s 35s 25s At06 (R) 80 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r a HCM Signalized Intersection Capacity Analysis Future T 3: NW 12th Ave & NW 22nd St ,4Q 0 0 PUBLIC, 0.1 F. o nd it'ti' P.M. bit Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S- Lane Configurations 19 T 44 19 14T4 '1 Traffic Volume (vph) 132 8 21 18 0 91 42 1370 11 26 Future Volume (vph) 132 8 21 18 0 91 42 1370 11 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.89 0.89 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 Satd. Flow (prot) 1770 1662 1639 1770 3535 1770 Flt Permitted 0.95 1.00 0.93 0.33 1.00 0.12 Satd. Flow (perm) 1770 1662 1545 611 3535 218 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 147 9 23 20 0 101 47 1522 12 29 RTOR Reduction (vph) 0 20 0 0 95 0 0 0 0 0 0 0 Lane Group Flow (vph) 147 12 0 0 26 0 47 1534 0 29 788 0 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases 4 6 2 Actuated Green, G (s) 16.5 16.5 8.7 96.8 96.8 96.8 96.8 Effective Green, g (s) 16.5 16.5 8.7 96.8 96.8 96.8 96.8 Actuated g/C Ratio 0.12 0.12 0.06 0.69 0.69 0.69 0.69 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 208 195 96 422 2444 150 2390 v/s Ratio Prot c0.08 0.01 c0.43 0.23 v/s Ratio Perm c0.02 0.08 0.13 v/c Ratio 0.71 0.06 0.27 0.11 0.63 0.19 0.33 Uniform Delay, d1 59.4 54.9 62.6 7.2 11.8 7.7 8.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.7 0.1 0.6 0.5 1.2 2.9 0.4 Delay (s) 69.1 55.0 63.2 7.8 13.0 10.5 9.0 Level of Service E D E A B B A Approach Delay (s) 66.6 63.2 12.8 9.1 Approach LOS E E B A Intersection Summary E Completion of staff reHewindealex permitappfradan meet mitimu requirement under Mu land/or McCity of Miami Cock, an This pamitappllca • Inealtra befhted fora pu'gin accordance meset all In lntte Cltyat Miami .Tteappticetae decision-makingmaking body vig neew permit the pet application at ampulla hearing sal render eiMara recommendation or a final amis.. S 3 01/22/19 599 1900 6.0 0.95 0.98 1.00 3457 1.00 3457 0.90 0.90 666 122 4. IEW IEW COV 1900 HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 4: NW 13th Ave & NW 21 st Terr ,4Q 0 PUBLI Oa C,0.1 F. o nd it'ti' P.M. bit E Co pMon of sdff re.wintlic.s permit appkation meet mitinurn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor Intersection neaon t ini.emMang hotlywrrelew the pern[appliration at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR IE c0 Lane Configurations iii Traffic Vol, veh/h 28 0 7 0 0 0 7 171 37 4 168 34 Future Vol, veh/h 28 0 7 0 0 0 7 171 37 4 168 34 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 92 84 92 92 92 84 84 92 92 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 0 8 0 0 0 8 204 40 4 200 40 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 468 - 220 240 0 0 244 0 0 Stage 1 228 Stage 2 240 Critical Hdwy 6.42 - 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 - 3.318 2.218 - 2.218 Pot Cap-1 Maneuver 553 0 820 1327 - 1322 Stage 1 810 0 Stage 2 800 0 Platoon blocked, % Mov Cap-1 Maneuver 547 0 820 1327 - 1322 Mov Cap-2 Maneuver 547 0 Stage 1 801 0 Stage 2 800 0 Approach EB NB SB HCM Control Delay, s 11.6 HCM LOS B 0.3 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 1327 - - 586 1322 HCM Lane V/C Ratio 0.006 - 0.071 0.003 HCM Control Delay (s) 7.7 0 - 11.6 7.7 0 HCM Lane LOS A A - B A A HCM 95th %tile Q(veh) 0 - 0.2 0 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 5: NW 12th Ave & NW 21 st Terr ,4Q 0 PUBLI Oa C,0.1 F. o nd it'ti' P.M. bit Intersection E Co pMon of sdff re.wintlic.s permitappkation meet mitinurn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance%NM tmellnes setforlh In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or hearirgario renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR IE c0 Lane Configurations r r t ++ Traffic Vol, veh/h 0 0 45 0 0 29 0 1348 11 0 661 3 Future Vol, veh/h 0 0 45 0 0 29 0 1348 11 0 661 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - - None - - None - - None Storage Length 0 - 0 Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 93 92 93 92 93 93 93 93 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 49 0 0 31 0 1449 12 0 711 3 Major/Minor Minor2 Minors Majors Major2 Conflicting Flow All - 357 - - 731 - 0 0 - 0 Stage 1 Stage 2 Critical Hdwy - 6.94 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3.32 - 3 Pot Cap-1 Maneuver 0 0 639 0 0 581 0 0 Stage 1 0 0 0 0 0 0 Stage 2 0 0 0 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 639 - 581 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB SB HCM Control Delay, s 11.1 11.5 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 639 581 - 0.077 0.054 - 11.1 11.5 - B B - 0.2 0.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 6: NW 13th Ave & NW 21 st St ,4Q 0 PUBLI Oa C,0.1 F. o nd it'ti' P.M. bit Intersection E Co pMon of sdff re.wintlic.s permitappkation meet mitinurn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance%NM tmellnes setforlh In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or hearirgario renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR IE c0 Lane Configurations Traffic Vol, veh/h 4 12 25 10 7 9 17 199 22 39 161 3 Future Vol, veh/h 4 12 25 10 7 9 17 199 22 39 161 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 13 28 11 8 10 19 221 24 43 179 3 Major/Minor Minor2 Minors Majors Major2 Conflicting Flow All 547 550 181 558 539 233 182 0 0 245 0 0 Stage 1 267 267 271 271 Stage 2 280 283 287 268 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 506 552 946 498 561 883 1393 - 1321 Stage 1 924 924 - 920 920 Stage 2 836 873 - 828 888 Platoon blocked, % Mov Cap-1 Maneuver 475 524 946 456 532 883 1393 - 1321 Mov Cap-2 Maneuver 475 524 - 456 532 Stage 1 909 891 - 905 905 Stage 2 806 859 - 763 856 Approach EB WB NB SB HCM Control Delay, s 10.4 11.6 0.5 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1393 - - 710 574 1321 HCM Lane V/C Ratio 0.014 - 0.064 0.05 0.033 HCM Control Delay (s) 7.6 0 - 10.4 11.6 7.8 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0 - 0.2 0.2 0.1 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 7: NW 12th Ave & NW 21 st St ,4Q 0 PUBLI Oa C,0.1 F. o nd it'ti' P.M. bit Intersection E Co pMon of sdff re.wintlic.s permit appkation meet rnitirmrn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance withtmellnes set forth In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or healdedzio renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR IE c0 Lane Configurations Traffic Vol, veh/h 0 58 0 1348 724 0 Future Vol, veh/h 0 58 0 1348 724 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 61 0 1419 762 0 Major/Minor Minor2 Majors Major2 Conflicting Flow All - 381 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 825 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 825 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 825 HCM Lane V/C Ratio - 0.074 HCM Control Delay (s) - 9.7 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Timings Future T 8: NW 20th St & NW 17th Avenue a 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + 19 1' Traffic Volume (vph) 137 662 136 1185 115 420 98 101 327 93 Future Volume (vph) 137 662 136 1185 115 420 98 101 327 93 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 21.0 71.0 21.0 71.0 18.0 50.0 50.0 18.0 50.0 50.0 Total Split (%) 13.1% 44.4% 13.1% 44.4% 11.3% 31.3% 31.3% 11.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None ,4Q 0a PUBLIC, o nd itt'ti$ P.M. Intersection Summary 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \41 IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 150 (94%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 \liv 04 02 (R) 21s I71s I18s 150s E 05 l 07 / 08 06 (R) 21s 171s 6 13 s v 50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 8: NW 20th St & NW 17th Avenue ,4Q 0 PUBLI Oa C,0.1 F. o nd it'ti' P.M. bit t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 19 + r* ) Traffic Volume (veh/h) 137 662 97 136 1185 101 115 420 98 101 327 93 Future Volume (veh/h) 137 662 97 136 1185 101 115 420 98 101 327 93 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 141 682 100 140 1222 104 119 433 101 104 337 96 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 238 1530 224 404 1630 138 226 462 393 162 450 382 Arrive On Green 0.07 0.66 0.66 0.07 0.66 0.66 0.06 0.25 0.25 0.06 0.24 0.24 SatFlow,veh/h 1774 3098 454 1774 3302 281 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 141 389 393 140 654 672 119 433 101 104 337 96 Grp Sat Flow(s),veh/h/In 1774 1770 1783 1774 1770 1813 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 6.3 17.1 17.1 6.3 39.9 40.2 8.0 36.4 8.2 7.0 26.8 7.8 Cycle Q Clear(g_c), s 6.3 17.1 17.1 6.3 39.9 40.2 8.0 36.4 8.2 7.0 26.8 7.8 Prop In Lane 1.00 0.25 1.00 0.15 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 238 874 880 404 873 895 226 462 393 162 450 382 V/C Ratio(X) 0.59 0.45 0.45 0.35 0.75 0.75 0.53 0.94 0.26 0.64 0.75 0.25 Avail Cap(c_a), veh/h 311 874 880 478 873 895 249 512 435 196 512 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.63 0.63 0.63 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.1 16.8 16.8 18.7 20.8 20.8 44.1 58.9 48.3 46.3 56.2 49.0 Incr Delay (d2), s/veh 0.9 1.6 1.6 0.1 3.8 3.7 0.7 23.5 0.3 2.7 4.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 8.6 8.7 3.0 20.3 20.9 4.0 21.8 3.6 3.6 14.4 3.5 LnGrp Delay(d),s/veh 26.0 18.5 18.5 18.8 24.6 24.6 44.8 82.4 48.6 49.1 61.0 49.2 LnGrp LOS C B B B C C D F D D E D Approach Vol, veh/h 923 1466 653 537 Approach Delay, s/veh 19.6 24.0 70.3 56.6 Approach LOS B C E E E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4 EVIEW GO Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 85.0 14.9 45.7 14.4 85.0 16.0 44.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 65.0 12.0 44.0 15.0 65.0 12.0 44.0 Max Q Clear Time (g_c+I1), s 8.3 42.2 9.0 38.4 8.3 19.1 10.0 28.8 Green Ext Time (p_c), s 0.1 3.5 0.0 1.3 0.1 1.8 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 36.2 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r a Timings Future T 9: NW 14th AVe & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 114 19 114 19 +49 Traffic Volume (vph) 73 659 103 1074 305 384 355 15 94 Future Volume (vph) 73 659 103 1074 305 384 355 15 94 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 79.0 21.0 79.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 13.1% 49.4% 13.1% 49.4% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd it'ti'$ P.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 154 (96%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 •1 0 R) 21s '79s B 60 s 0 05'06 ilr -u (R) 21s 179s I60s 5 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 9: NW 14th AVe & NW 20th St ,4Q 0 PUBLI 0 C,0.1 F. o nd it'ti' P.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 19 Traffic Volume (veh/h) 73 659 101 103 1074 28 305 384 355 Future Volume (veh/h) 73 659 101 103 1074 28 305 384 355 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 77 694 106 108 1131 29 321 404 374 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap,veh/h 269 1563 239 393 1820 47 275 629 534 Arrive On Green 0.04 0.68 0.68 0.06 0.69 0.69 0.34 0.34 0.34 SatFlow,veh/h 1774 3079 470 1774 3526 90 1195 1863 1583 Grp Volume(v), veh/h 77 399 401 108 568 592 321 404 374 Grp Sat Flow(s),veh/h/In 1774 1770 1780 1774 1770 1847 1195 1863 1583 Q Serve(g_s), s 3.3 16.7 16.7 4.7 28.0 28.1 23.3 29.4 32.8 Cycle Q Clear(g_c), s 3.3 16.7 16.7 4.7 28.0 28.1 54.0 29.4 32.8 Prop In Lane 1.00 0.26 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 269 898 904 393 914 954 275 629 534 V/C Ratio(X) 0.29 0.44 0.44 0.27 0.62 0.62 1.17 0.64 0.70 Avail Cap(c_a), veh/h 376 898 904 484 914 954 275 629 534 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.0 15.5 15.5 18.0 16.5 16.5 64.7 44.8 46.0 Incr Delay (d2), s/veh 0.2 1.4 1.4 0.1 2.8 2.7 106.6 2.6 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.6 8.5 8.5 2.3 14.2 14.8 20.3 15.6 15.0 LnGrp Delay(d),s/veh 20.2 16.9 16.9 18.2 19.4 19.2 171.4 47.4 50.4 LnGrp LOS CBBBBB F D D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4. �QN' VIEW C° 15 94 81 15 94 81 3 8 18 0 0 0 1.00 1.00 1.00 1.00 1.00 1900 1863 1900 16 99 85 0 1 0 0.95 0.95 0.95 2 2 2 43 245 195 0.34 0.34 0.34 56 727 579 200 0 0 1363 0 0 1.3 0.0 0.0 30.7 0.0 0.0 0.08 0.42 484 0 0 0.41 0.00 0.00 484 0 0 1.00 1.00 1.00 1.00 0.00 0.00 40.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 6.7 0.0 0.0 40.8 0.0 0.0 D Approach Vol, veh/h 877 1268 1099 200 Approach Delay, s/veh 17.2 19.2 84.6 40.8 Approach LOS B B F D Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.4 88.6 60.0 12.8 87.2 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 73.0 54.0 15.0 73.0 54.0 Max Q Clear Time (g_c+I1), s 5.3 30.1 56.0 6.7 18.7 32.7 Green Ext Time (p_c), s 0.0 2.9 0.0 0.1 1.8 1.6 Intersection Summary HCM 2010 Ctrl Delay 40.8 HCM 2010 LOS D K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Timings Future T 10: NW 13th Ave & NW 20th St a 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 i* 4 Traffic Volume (vph) 114 874 7 1084 14 3 18 112 2 96 Future Volume (vph) 114 874 7 1084 14 3 18 112 2 96 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 4 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 21.0 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 89.0 89.0 21.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 55.6% 55.6% 13.1% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None ,4Q 0a PUBLIC, o nd it'ti'$ P.M. Intersection Summary 4 8 8 E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �IS' IEWGov Cycle Length: 160 Actuated Cycle Length: 160 Offset: 84 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St +n4 110s p50s E 05 1 ,ClU 46cp.) 21s 189s k50s 6 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 10: NW 13th Ave & NW 20th St ,4Q 0 PUBLI Oa C,0.1 F. o nd it'ti' P.M. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 i* Traffic Volume (veh/h) 114 874 12 7 1084 152 14 3 18 112 2 96 Future Volume (veh/h) 114 874 12 7 1084 152 14 3 18 112 2 96 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 116 892 12 7 1106 155 14 3 18 114 2 98 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 290 2078 28 405 2027 284 41 5 435 45 0 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, veh/h 438 3576 48 1774 3119 436 0 18 1583 0 1 1583 Grp Volume(v), veh/h 116 441 463 7 626 635 17 0 18 116 0 98 Grp Sat Flow(s),veh/h/In 438 1770 1854 1774 1770 1786 18 0 1583 2 0 1583 Q Serve(g_s), s 16.8 13.6 13.6 0.2 14.5 14.6 0.0 0.0 1.3 0.0 0.0 7.7 Cycle Q Clear(g_c), s 20.4 13.6 13.6 0.2 14.5 14.6 44.0 0.0 1.3 44.0 0.0 7.7 Prop In Lane 1.00 0.03 1.00 0.24 0.82 1.00 0.98 1.00 Lane Grp Cap(c), veh/h 290 1029 1078 405 1150 1161 46 0 435 45 0 435 V/C Ratio(X) 0.40 0.43 0.43 0.02 0.54 0.55 0.37 0.00 0.04 2.58 0.00 0.23 Avail Cap(c_a), veh/h 290 1029 1078 516 1150 1161 46 0 435 45 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.6 9.1 9.1 11.9 4.8 4.8 67.1 0.0 42.5 79.6 0.0 44.8 Incr Delay (d2), s/veh 3.6 1.1 1.1 0.0 0.2 0.2 10.2 0.0 0.1 769.6 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.3 6.9 7.2 0.1 6.8 6.9 0.9 0.0 0.6 11.6 0.0 3.4 LnGrp Delay(d),s/veh 14.2 10.3 10.2 11.9 4.9 5.0 77.4 0.0 42.6 849.2 0.0 45.4 LnGrp LOS BBBB A A E D F D Approach Vol, veh/h 1020 1268 35 214 Approach Delay, s/veh 10.7 5.0 59.5 481.1 Approach LOS B A E F E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecislsn. Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �.: 0.N EV,EW co Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 15.0 * 84 44.0 Max Q Clear Time (g_c+I1), s 16.6 46.0 2.2 22.4 46.0 Green Ext Time (p_c), s 3.4 0.0 0.0 3.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 48.2 HCM 2010 LOS D Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r a Timings Future T 11: NW 12th Ave & NW 20th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 11, 19 11, 19 .+ r* 19 14) Traffic Volume (vph) 220 625 161 927 223 947 215 94 543 Future Volume (vph) 220 625 161 927 223 947 215 94 543 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd it'ti'$ P.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 144 (90%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St #� l 1 ) 3 1- 04 20s 162s T 1 21 s 57s \411-05 t06CR) 007 S 20s 1162s T 121s 57s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 11: NW 12th Ave & NW 20th St 4Q 0 PUBLIC, 0.1 F. o nd it'ti' P.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 19 +1 r* ) Traffic Volume (veh/h) 220 625 162 161 927 155 223 947 215 94 543 129 Future Volume (veh/h) 220 625 162 161 927 155 223 947 215 94 543 129 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 232 658 171 169 976 163 235 997 226 99 572 136 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 211 920 239 251 956 160 155 1312 711 118 994 236 Arrive On Green 0.03 0.11 0.11 0.16 0.63 0.63 0.12 0.49 0.49 0.09 0.47 0.47 SatFlow,veh/h 1774 2782 722 1774 3036 507 1774 3539 1583 1774 2840 673 Grp Volume(v), veh/h 232 418 411 169 569 570 235 997 226 99 356 352 Grp Sat Flow(s),veh/h/In 1774 1770 1735 1774 1770 1773 1774 1770 1583 1774 1770 1744 Q Serve(g_s), s 15.0 36.5 36.6 10.5 50.4 50.4 14.0 36.5 12.5 8.8 23.5 23.6 Cycle Q Clear(g_c), s 15.0 36.5 36.6 10.5 50.4 50.4 14.0 36.5 12.5 8.8 23.5 23.6 Prop In Lane 1.00 0.42 1.00 0.29 1.00 1.00 1.00 0.39 Lane Grp Cap(c),veh/h 211 585 574 251 557 559 155 1312 711 118 619 610 V/C Ratio(X) 1.10 0.71 0.72 0.67 1.02 1.02 1.51 0.76 0.32 0.84 0.57 0.58 Avail Cap(c_a), veh/h 211 585 574 278 557 559 155 1312 711 155 619 610 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.96 0.96 0.96 0.65 0.65 0.65 0.85 0.85 0.85 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.8 64.0 64.0 34.2 29.6 29.6 70.7 34.8 22.4 72.0 34.1 34.1 Incr Delay (d2), s/veh 89.2 3.4 3.5 2.6 35.9 36.3 257.4 3.6 1.0 20.2 3.8 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 14.6 18.5 18.2 5.2 29.7 29.8 17.9 18.4 5.7 5.0 12.1 12.0 LnGrp Delay(d),s/veh 145.0 67.4 67.5 36.9 65.5 65.9 328.1 38.4 23.4 92.3 37.9 38.0 LnGrp LOS F E E D F F F DC F D D Approach Vol, veh/h 1061 1308 1458 807 Approach Delay, s/veh 84.4 62.0 82.7 44.6 Approach LOS F E F D E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 4. �QN' VIEW C° Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 62.0 21.0 57.0 16.7 65.3 18.5 59.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 25.6 17.0 52.4 10.8 38.5 12.5 38.6 Green Ext Time (p_c), s 0.0 1.6 0.0 0.0 0.0 2.9 0.1 1.7 Intersection Summary HCM 2010 Ctrl Delay 70.6 HCM 2010 LOS E Notes K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Timings Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 1T, 1 Traffic Volume (vph) 183 635 37 720 387 389 46 68 Future Volume (vph) 183 635 37 720 387 389 46 68 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 70.0 21.0 70.0 21.0 48.0 21.0 48.0 Total Split (%) 13.1% 43.8% 13.1% 43.8% 13.1% 30.0% 13.1% 30.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary a ,4Q 0 PUBLIC, 0.1 o nd it'ti'$ P.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 �' IEW Go�Q Cycle Length: 160 Actuated Cycle Length: 160 Offset: 70 (44%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 03 104 02 (R) 21s '70s ir 121s 'ass 05 1 07 T 08 08 (R) 21s 1170s I 12.1s 148s , K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q ,4Q 0 c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 4 19 4 111 ) Traffic Volume (veh/h) 183 Future Volume (veh/h) 183 Number 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 195 676 147 39 766 90 412 414 145 49 72 81 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 400 1537 334 377 1562 184 359 346 121 99 160 180 Arrive On Green 0.09 0.71 0.71 0.03 0.65 0.65 0.09 0.26 0.26 0.03 0.20 0.20 SatFlow,veh/h 1774 2893 629 1774 3191 375 1774 1319 462 1774 802 902 Grp Volume(v), veh/h 195 413 410 39 425 431 412 0 559 49 0 153 Grp Sat Flow(s),veh/h/In 1774 1770 1752 1774 1770 1797 1774 0 1781 1774 0 1704 Q Serve(g_s), s 8.7 15.9 15.9 1.7 19.7 19.7 15.0 0.0 42.0 3.5 0.0 12.6 Cycle Q Clear(g_c), s 8.7 15.9 15.9 1.7 19.7 19.7 15.0 0.0 42.0 3.5 0.0 12.6 Prop In Lane 1.00 0.36 1.00 0.21 1.00 0.26 1.00 0.53 Lane Grp Cap(c), veh/h 400 940 930 377 866 880 359 0 468 99 0 340 V/C Ratio(X) 0.49 0.44 0.44 0.10 0.49 0.49 1.15 0.00 1.20 0.49 0.00 0.45 Avail Cap(c_a), veh/h 447 940 930 497 866 880 359 0 468 211 0 447 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.72 0.72 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.3 13.3 13.4 19.3 17.7 17.7 56.9 0.0 59.0 52.0 0.0 56.3 Incr Delay (d2), s/veh 0.2 1.1 1.1 0.0 2.0 2.0 93.7 0.0 107.3 1.4 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.2 8.0 7.9 0.8 9.9 10.1 17.8 0.0 34.6 1.8 0.0 6.0 LnGrp Delay(d),s/veh 18.6 14.4 14.4 19.4 19.7 19.6 150.5 0.0 166.3 53.4 0.0 57.0 LnGrp LOS B B B B B B F F D E Approach Vol, veh/h 1018 895 971 202 Approach Delay, s/veh 15.2 19.6 159.6 56.1 Approach LOS B B F E Oa PUBLIC, 0.1 o nd itt'ti$ P.M. E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldeci Z-1 -263 01/22/19 4 �.: ,JkQN' EVIEW GO 635 138 37 720 85 387 389 136 46 68 76 635 138 37 720 85 387 389 136 46 68 76 6 16 5 2 12 7 4 14 3 8 18 Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.8 84.3 10.9 48.0 10.1 91.0 21.0 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 64.0 15.0 42.0 15.0 64.0 15.0 42.0 Max Q Clear Time (g_c+I1), s 10.7 21.7 5.5 44.0 3.7 17.9 17.0 14.6 Green Ext Time (p_c), s 0.1 2.0 0.0 0.0 0.0 1.9 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 64.6 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r a Timings Future T 13: NW 12th Ave & NW 16th St 4- k t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 1T,19 + r* 1 19 + Traffic Volume (vph) 71 14 123 52 154 33 1171 54 782 Future Volume (vph) 71 14 123 52 154 33 1171 54 782 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 19.0 19.0 96.0 19.0 96.0 Total Split (%) 36.1% 36.1% 36.1% 36.1% 10.6% 10.6% 53.3% 10.6% 53.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd it'ti'$ P.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 \,...,01/22/19 \' IEW Go�Q Cycle Length: 180 Actuated Cycle Length: 180 Offset: 48 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St liksk {s� Yl 1 {{�� ryry O L 4' /!I['y} .) , 1- n4 19s 196s Nays � 5 At06 CR) -Pry:, 19 s 196 s R65 s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 13: NW 12th Ave & NW 16th St ,4Q 0 PUBLI 0 C,0.1 F. o nd it'ti' P.M. bit Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 T, 19 + r* 19 1'1 Traffic Volume (veh/h) 71 14 72 123 52 154 33 1171 61 54 Future Volume (veh/h) 71 14 72 123 52 154 33 1171 61 54 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 75 15 76 129 55 162 35 1233 64 57 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 200 44 222 188 305 323 45 2363 123 72 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.03 0.92 0.92 0.05 SatFlow,veh/h 1160 268 1356 1300 1863 1583 1774 3423 178 1774 Grp Volume(v), veh/h 75 0 91 129 55 162 35 637 660 57 Grp Sat Flow(s),veh/h/In 1160 0 1623 1300 1863 1583 1774 1770 1831 1774 Q Serve(g_s), s 10.7 0.0 8.9 17.6 4.6 16.3 3.5 10.2 10.2 5.7 Cycle Q Clear(g_c), s 15.3 0.0 8.9 26.5 4.6 16.3 3.5 10.2 10.2 5.7 Prop In Lane 1.00 0.84 1.00 1.00 1.00 0.10 1.00 Lane Grp Cap(c), veh/h 200 0 266 188 305 323 45 1222 1264 72 V/C Ratio(X) 0.37 0.00 0.34 0.69 0.18 0.50 0.78 0.52 0.52 0.79 Avail Cap(c_a), veh/h 384 0 523 394 600 574 128 1222 1264 128 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.73 0.73 0.73 0.76 Uniform Delay (d), s/veh 71.5 0.0 66.7 78.4 64.9 63.5 86.5 2.7 2.7 84.4 Incr Delay (d2), s/veh 0.9 0.0 0.6 3.3 0.2 0.9 7.5 1.2 1.1 5.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.5 0.0 4.1 6.5 2.4 7.2 1.8 5.2 5.3 2.9 LnGrp Delay(d),s/veh 72.3 0.0 67.3 81.7 65.1 64.4 94.0 3.9 3.8 90.0 LnGrp LOS E E F E E F A A F Approach Vol, veh/h 166 346 1332 Approach Delay, s/veh 69.5 71.0 6.2 Approach LOS E E A Timer 1 2 3 4 5 6 7 8 E Completion of staff reaewindeaes permitappl'rztian meet mitinurn requirement under Murry aantl/or the City of Miami Code, only. his pmnitappLcation will reel bescheckledeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pringaio renMeNea recommentlatbnor reldecilsn. Z-1 -263 01/22/19 4 �QN' VIEW C° 65 65 12 0 0 1.00 1.00 1.00 1863 1900 823 68 3 0 0.95 0.95 2 2 3378 278 0.94 0.94 4789 394 582 309 1695 1793 2.5 2.5 2.5 2.5 0.22 2391 1265 0.24 0.24 2391 1265 1.33 1.33 0.76 0.76 1.7 1.7 0.2 0.4 0.0 0.0 1.2 1.3 1.9 2.1 A A 948 7.2 A 782 782 2 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.6 133.0 36.5 13.3 130.3 36.5 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 13.0 90.0 58.0 13.0 90.0 58.0 Max Q Clear Time (g_c+I1), s 5.5 4.5 28.5 7.7 12.2 17.3 Green Ext Time (p_c), s 0.0 2.4 0.9 0.0 3.4 0.7 Intersection Summary HCM 2010 Ctrl Delay 18.4 HCM 2010 LOS B K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r a Timings Future T 14: NW 12th Ave & NW 14th St 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 .+ 114419 . r* 19 + Traffic Volume (vph) 149 173 375 492 192 899 184 98 983 Future Volume (vph) 149 173 375 492 192 899 184 98 983 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 31.0 56.0 31.0 56.0 22.0 71.0 31.0 22.0 71.0 Total Split (%) 17.2% 31.1% 17.2% 31.1% 12.2% 39.4% 17.2% 12.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary ,4Q 0 PUBLIC, 0.1 o nd it'ti'$ P.M. E Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Gigot Miami Cate. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. - :- •3 �01/22/19 �' IEW Go�Q Cycle Length: 180 Actuated Cycle Length: 180 Offset: 16 (9%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St liksk 0 02(R)...04 1- 22s 71s} =i{ 56s 1\11.05 106 (R) f o Onu 22s 71s 31s a56s K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 Signalized Intersection Summary Future T 14: NW 12th Ave & NW 14th St ,4Q 0 PUBLI 0 C,0.1 F. o nd it'ti' P.M. c 4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 19 ++ 19 144 19 +1 r* ) Traffic Volume (veh/h) 149 173 204 375 492 180 192 899 184 98 Future Volume (veh/h) 149 173 204 375 492 180 192 899 184 98 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 164 190 224 412 541 198 211 988 202 108 1080 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 212 331 296 328 596 217 322 1697 970 268 2098 Arrive On Green 0.09 0.19 0.19 0.13 0.23 0.23 0.10 0.64 0.64 0.06 0.60 SatFlow,veh/h 1774 1770 1583 1774 2542 927 1774 3539 1583 1774 4687 Grp Volume(v), veh/h 164 190 224 412 376 363 211 988 202 108 781 Grp Sat Flow(s),veh/h/In 1774 1770 1583 1774 1770 1699 1774 1770 1583 1774 1695 Q Serve(g_s), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 28.9 7.5 6.0 24.2 Cycle Q Clear(g_c), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 28.9 7.5 6.0 24.2 Prop In Lane 1.00 1.00 1.00 0.55 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 212 331 296 328 415 399 322 1697 970 268 1518 V/C Ratio(X) 0.78 0.57 0.76 1.26 0.91 0.91 0.66 0.58 0.21 0.40 0.51 Avail Cap(c_a), veh/h 296 482 431 328 482 463 334 1697 970 337 1518 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 Uniform Delay (d), s/veh 55.3 66.6 69.3 54.9 67.0 67.1 25.2 22.2 10.4 26.3 25.0 Incr Delay (d2), s/veh 5.1 1.2 3.5 137.7 18.4 19.7 3.3 1.5 0.5 0.3 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.8 8.7 10.9 17.1 20.3 19.7 5.9 14.5 3.4 2.9 11.5 LnGrp Delay(d),s/veh 60.3 67.8 72.8 192.6 85.4 86.8 28.5 23.7 10.9 26.6 26.2 LnGrp LOS E E E F F F CCBCCC Approach Vol, veh/h 578 1151 1401 1299 Approach Delay, s/veh 67.6 124.2 22.6 26.6 Approach LOS E F C C E Completion of staff reaewindeaes permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Code,only. his pmnitappLcation will need bes heckeC fora pu. tearing In accordance%NM tlmellnes setetforth In the Gigot O ng hotly MI resew thepeirp tapplicalion at the pgalio renMeNea recommentlatbnor reldecis Z-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 983 983 2 0 4. �QN' VIEW C° 101 101 12 0 1.00 1.00 1900 111 0 0.91 2 215 0.60 481 410 1778 24.2 24.2 0.27 796 0.52 796 1.33 0.96 25.0 2.3 0.0 12.4 27.3 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.7 87.6 22.5 49.2 15.0 93.3 31.0 40.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 15.0 64.0 24.0 49.0 15.0 64.0 24.0 49.0 Max Q Clear Time (g_c+I1), s 13.7 26.2 15.3 39.4 8.0 30.9 26.0 26.1 Green Ext Time (p_c), s 0.0 3.4 0.1 2.8 0.1 3.0 0.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 56.0 HCM 2010 LOS E K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r HCM 2010 TWSC Future T 15: NW 13th Ave & North Pro'ect drivewa Intersection Int Delay, s/veh 5.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 111 87 144 60 113 102 Future Vol, veh/h 111 87 144 60 113 102 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 121 95 157 65 123 111 Major/Minor Minors Majors Major2 Carpleton of sdff reaewintlic.s permitappkation meet mitinurn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance%NM tmellnes setforlh In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or hearirgario renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Conflicting Flow All 547 190 0 0 222 0 Stage 1 190 Stage 2 357 Critical Hdwy 5 5 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - 2.218 Pot Cap-1 Maneuver 699 997 - 1347 Stage 1 975 Stage 2 811 Platoon blocked, % Mov Cap-1 Maneuver 631 997 - 1347 Mov Cap-2 Maneuver 631 Stage 1 880 Stage 2 811 Approach WB NB SB HCM Control Delay, s 11.7 0 4.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 752 1347 - HCM Lane V/C Ratio - 0.286 0.091 HCM Control Delay (s) - 11.7 7.9 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - 1.2 0.3 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report HCM 2010 TWSC Future T 16: NW 13th Ave & South Pro'ect drivewa Intersection Int Delay, s/veh 4.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 106 93 126 93 80 101 106 93 126 93 80 101 0 0 0 0 0 0 Stop Stop Free Free Free Free - None - None - None 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 115 101 137 101 87 110 Major/Minor Minors Majors Major2 Co pMon of sdff reaewintlic.s permitappkation meet mitinurn requirement under Murry aantl/ortoe City of Miami Cock, only. his pmnitappLcationvnll need et bescheckledeC fora pu. rearing In accordance%NM tmellnes setforlh In the Clryor neapp7471 .'"RMang hotlywr resew the pemri[applkation at Mion or hearirgario renMeiNea remmmerdafion or a firer tletlzun. - •- •3 01/22/19 Conflicting Flow All 472 188 0 0 238 0 Stage 1 188 Stage 2 284 Critical Hdwy 5 5 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - 2.218 Pot Cap-1 Maneuver 754 999 - 1329 Stage 1 977 Stage 2 879 Platoon blocked, % Mov Cap-1 Maneuver 701 999 - 1329 Mov Cap-2 Maneuver 701 Stage 1 909 Stage 2 879 Approach WB NB SB HCM Control Delay, s 11 0 3.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 815 1329 - HCM Lane V/C Ratio - 0.265 0.065 HCM Control Delay (s) - 11 7.9 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - 1.1 0.2 K:1FTL_TPT01043157001 - Miami Produce\Calcs\Synchro1043157001 - Miami Produce PM Future Total.syn Synchro 10 Report C Grimm From: John McWilliams Sent: Monday, December 3, 2018 7:54 AM To: Carlos Alba; Kanaan, Omar; Collin Worth (CWorth@miamigov.com) Cc: Carly Grimm; Javier F. Avino; hbadia@miamigov.com Subject: RE: Miami Produce SAP - Traffic Study Carlos: Carpletien of staff reuewindeales permit appliatian meet mitinurn requirement uncle Murry aantl/ortoe Gil), of Miami Co*only.11is pamil appicatunwig need to bestl iUetl fora pudic tearing nacwrtlaxewiN limelhes.foM in the City at Miami Cod:. The applicable drision-making hotly vig rmiew the pemvt application et Mepubic Fearing mtl rents eilhaa reoommeclation or a final decision. PZ-18-263 01/22/19 Good afternoon. We appreciate the quick turnaround on this latest submittal. Please let us know how best to obtain a final sufficiency letter for this project. Thanks, John John J. McWilliams, P.E. Kimley-Horn I Suite 450, 600 North Pine Island Road, Plantation, FL 33324 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com From: Carlos Alba <calba@HNTB.com> Sent: Friday, November 30, 2018 2:08 PM To: Kanaan, Omar <omar.kanaan@kimley-horn.com>; Collin Worth (CWorth@miamigov.com) <CWorth@miamigov.com> Cc: Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; McWilliams, John <John.McWilliams@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study Good afternoon Omar, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 Cell (305) 509-9187 Email calba@hntb.com HNTB CORPORATION 161 NVV 6th Street, Suite 1000 Miami, FL 33136 1 hntb.cor 100+ YEARS OF INFRASTRUCTURE SOLUTIONS E From: Kanaan, Omar <omar.kanaan@kimley-horn.com> Sent: Tuesday, November 20, 2018 1:50 PM 1 0a pU BLIC, 0.1 To: Carlos Alba <calba@HNTB.com>; Collin Worth (CWorth@miamigov.com) <CWorth Cc: Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia <John.McWilliams@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study miami ov.c miami ov.co ShareFile Attachments Expires May 19, 2019 Maneuverability Analysis Plots.pdf 1.4 MB Miami Produce SAP_112018.pdf 13.4 MB Download Attachments Omar Kanaan uses ShareFile to share documents securely. Learn More. Good afternoon Carlos, J‘(' 0 Rif cWiiridtl Completion ofsdff neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. Theappdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. PZ-18-263 01/22/19 N'gc'4 IEW COV Our responses to your follow-up comments are below and the updated traffic study and maneuverability analysis plots are attached. Thanks again, Omar Omar Kanaan, P.E. Kimley-Horn 1600 North Pine Island Road I Suite 450 I Plantation, FL 33324 954.716.8829 direct! 954.535.5100 main Celebrating 11 years as one of FORTUNE's 100 Best Companies to Work For From: Carlos Alba <calba@HNTB.com> Sent: Monday, November 19, 2018 8:48 AM To: Kanaan, Omar <omar.kanaan@kimley-horn.com>; Collin Worth (CWorth@miamigov.com) <CWorth@miamigov.com> Cc: Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; McWilliams, John <John.McWilliams@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study Good morning Omar, Below are a couple of follow-up comments: 0. Page 18, Figure 3. Please indicate how the numbers in this figure were calculated. Was a linear or an exponential growth equation used. Response:Future year volumes were calculated using an exponential growth equation. 0 r 2 When applying an exponential growth equation of the form: VFuture=Vcurrent x (1+i)n to the existing tra are having trouble coming up with the numbers shown in Figure 3. E.g. The NBT volume for the int Avenue and NW 21st Terrace is 1,167 in 2018 during the PM peak hour. According to Figure 3 this in 2025 but our calculations do not match that number. Response: The traffic study (attached) was updated to reflect seven (7) years of exponential growt updated volumes result in minimal changes to the analysis results. n ction.at.AJ . mFven meet m ure end uriEer din pplicaity of Miami Co.,, only. Ms permit application. re. ro...dui. for a public healing In accordance Wan a Vlnes.t forth In the Clay of Miami Code. The applicable pecicon-malting body will review he permit application at thepubllc hearing and render either recommendation or a hrel decision, 19. General Comment. One of the comments in the traffic methodology referred to the need to include and AutoTURN analysis to better understand the iFrnpact of the loading zones that are not being internalized_ The response to that comment indicated that an AutoTURN analysis was going to be provided in the report_ An AutoTURN analysis might also be necessary for the underground parking_ Response: Maneuverability analysis plots for external loading areas and the underground parking area are contained in Attachment E. Please note that the external loading operations will be time restricted to minimize road impacts. Attachment B shows the methodology correspondence and it does not seem to include the maneuverability analysis. Response: Appendix B of the traffic study contains the methodology correspondence. However, Attachment B of the submitted response to comments contains the maneuverability analysis plots. The maneuverability analysis plots are attached for reference. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 CeII (305) 509-9187 Email calba@hntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 l Miami, FL 33136 l hntb.corn 100+ YEARS OF INFRASTRUCTURE SOLUTIONS 1c1 From: Kanaan, Omar <omar.kanaan@kimley-horn.com> Sent: Monday, October 29, 2018 5:15 PM To: Carlos Alba <calba@HNTB.com>; Collin Worth (CWorth@miamigov.com) <CWorth@miamigov.com> Cc: Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; McWilliams, John <John.McWilliams@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study ShareFile Attachments Expires April 27, 2019 10 29 18 - Response to Comments.pdf 14.4 MB Download Attachments 3 Omar Kanaan uses ShareFile to share documents securely. Learn More. Good afternoon Carlos, The link above provides access to our responses to your comments for the Miami Produce SAP. Pleas City has any further comments. Thank you, Omar Omar Kanaan, P.E. Kimley-Horn 1600 North Pine Island Road I Suite 4501 Plantation, FL 33324 954.716.8829 direct 1954.535.5100 main Celebrating 11 years as one of FORTUNE's 100 Best Companies to Work For NOTICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Cock, only. his pmnitappticationvnti reeler bescheckledeC fora pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. The appdecdon-mring body vig resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. 0�122�1�� e From: Carlos Alba [mailto:calba@HNTB.com] Sent: Thursday, September 6, 2018 4:24 PM To: Kanaan, Omar <omar.kanaan@kimley-horn.com>; Collin Worth (CWorth@miamigov.com) <CWorth@miamigov.com> Cc: Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; McWilliams, John <John.McWilliams@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study Good afternoon Omar, Below are comments for the Miami Produce SAP traffic impact study. 1. Page 4, Data Collection. A copy of the peak season factor category report was not found in the appendices. 2. Page 5, Figure 2 and any other applicable figure. Please indicate the year of the traffic volumes. 3. Page 5, Figure 2. Based on the traffic counts and the 1.03 PSCF, it seems like the volumes for the following movements should be revised. These potential mistakes were found after performing a spot check on the volumes. Please perform a thorough review of the calculations. • NBL movement for the intersection at NW 12th Avenue and NW 28th Street. • SBT movement for the intersection at NW 12th Avenue and NW 22nd Street. 4. Page 7, Table 1. It seems like the LOS thresholds in the table were calculated using the 2013 instead of the 2018 version of the Quality/LOS Handbook. Please consider revising the numbers based on the newer version of the Handbook. 5. Page 9. Please refer to Route 113 as: "Route 113/Route M" 6. Page 10, Table 3. Please provide an example on how to read the ridership tables included in Appendix D. For example, please explain how to obtain 23 riders for Route 12 (northbound direction, during the AM peak hour). 4 ,(Q 0 0 pUBLICyi 0 7. Page 14, Tables 7 and 8. The numbers shown under the Directional Peak Hour Capacity (V seem to match the threshold volumes for LOS E shown in Table 1. :Q 8. Appendix F, SERPM model outputs. Please add a few road labels to the SERPM model figure es) chip ittt Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City IN Miami Castle, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. PZ-18-263 01/22/19 v4 IEW COV 9. Page 18, Figure 3. Please indicate how the numbers in this figure were calculated. Was a linear or an exponential growth equation used. 10. Page 31, Figure 9. The SBT traffic volume for the intersection at NW 13th Avenue and the North Driveway is not legible. 11. Page 33, Tables 12 and 13. Please indicate in these tables if the numbers shown under AM/PM Peak Hour Transit Ridership correspond to 2018 (existing) transit ridership. Also, it is not clear if transit ridership is being extrapolated to year 2025. If that is the case, such numbers should be shown as a separate column in these tables. 12. Page 37, Table 17. Please provide an explanation as to why the delays for the intersection at NW 28th Street and NW 12th Avenue are lower during the Future Total scenario than for the Future Background scenario. 13. Page 37, Table 17. It seems like the delay for the intersection at NW 13th Avenue and North Driveway should be 12.2 seconds instead of the 122 seconds shown in the Table. 14. Page 38, Transportation Control Measures Plan. Rather than examples, please consider making actual commitments to promote walking, biking and transit. 15. General Comment. Given that the developer is proposing to re -configure some of the roadways within the study area, it is important to provide a figure (it could be the site plan) with the lane configuration at the intersections. 16. General Comment. Please indicate if there has been any coordination with other agencies about the proposed development. FDOT and Miami -Dade County should be informed about the plans to modify the roadway configuration for NW 22nd Street as it affects the signalized intersection at NW 12th Avenue. 17. General Comment. Please indicate if there are any plans to provide valet parking. If so, a queuing analysis will be required. 18. General Comment. Please indicate if there are going to be any entry gates for the underground parking. If so, a queuing analysis will be required. 19. General Comment. One of the comments in the traffic methodology referred to the need to include and AutoTURN analysis to better understand the impact of the loading zones that are not being internalized. The response to that comment indicated that an AutoTURN analysis was going to be provided in the report. An AutoTURN analysis might also be necessary for the underground parking. r 5 20. General Comment. Another comment from the traffic methodology indicated that some de City had concerns about the on -street angle parking. Since this is going to take place along is a road that is going to be converted to a two-way flow, traffic on the eastbound direc while drivers perform the parking maneuver or while loading/unloading. Please indicate ho to mitigate this situation. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 CeII (305) 509-9187 Email calba@hntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 1 Miami, FL 33136 1 hntb.corri 100+ YEARS OF INFRASTRUCTURE SOLUTIONS DIMFP meet hdrfiT jprEplskmlhAS kdei�rticER, IN Miami Cotle, only livsPmnitaPWcationwillre�bbezd,Lied fora the permit application g render lea recommendation or a final decision. PZ-18-263 01/22/19 From: Kanaan, Omar [mailto:omar.kanaan@kimley-horn.com] Sent: Thursday, August 16, 2018 12:46 PM To: Carlos Alba <calba@HNTB.com>; Collin Worth (CWorth@miamigov.com) <CWorth@miamigov.com> Cc: Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; McWilliams, John <John.McWilliams@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study ShareFile Attachments Expires February 12, 2019 Miami Produce SAP_081618.pdf Download Attachments Omar Kanaan uses ShareFile to share documents securely. Learn More Collin and Carlos, The link above provides access to the Miami Produce traffic impact study. Results of the intersection capacity analyses and corridor segment capacity analyses demonstrate that the intersections and transportation corridors in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours under all analysis conditions. Please let us know if you have any comments. Thank you, Omar Omar Kanaan, P.E. Kimley-Horn 1600 North Pine Island Road 1 Suite 4501 Plantation, FL 33324 954.716.8829 direct 1954.535.5100 main 6 Celebrating 11 years as one of FORTUNE's 100 Best Companies to Work For From: Carlos Alba [mailto:calba@HNTB.com] Sent: Monday, June 25, 2018 4:45 PM To: McWilliams, John <John.McWilliams@kimley-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com Subject: RE: Miami Produce SAP -Traffic Study Methodology Review John, NOTICE Completion ofs., neaewintlic.s permit application meet rnitirmrn requirement under Morro aantl/or the City IN Miami Cock, only. his pmnit appticaton vnti reel b be sormkletl for a pudic rearing In accordance with tlmellnes set forth In the Gigot MiamiGMe. Theappf the decision-maldng body WU resew rm the pet application at thepubtiandts c hearing reneiNea recommendation or a final decision. PZ-18-263 01/22/19 The City will look into performing data collection to update the 1.4 occupancy rate. For the meantime, please continue with the traffic impact study. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 CeII (305) 509-9187 Email calba@hntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 I Miami, FL 33136 I hntb.cor 100+ YEARS OF INFRASTRUCTURE SOLUTIONS From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Monday, June 25, 2018 3:08 PM To: Carlos Alba <calba@HNTB.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Carlos: Thank you for providing. However, please see the attached document that established the person -trip methodology and the vehicle occupancy factors in 1989 as part of the Comprehensive Neighborhood Plan for use throughout the City. As a matter of fact, refer the second bullet on Page 21-2 of Increment II where it refers to the subject document. It is abundantly clear from this information that the vehicle occupancy factors are not exclusive to the DRI nor where the established in the DRI. Furthermore, the 16% reduction was determined by [(1.4-1.2)/1.2] = 16.6% or 16% from the factors in the attached document as highlighted per Table PT-2 — Maximum Auto Scenario. We are respectfully requesting that this application be treated consistent with all other application in the City. It is unclear why the application of this City-wide factor is no longer appropriate given the hundreds of projects where it applied and approved by the City and their reviewers. Regards, John John J. McWilliams, P.E. Kimley-Horn I Suite 1400, 355 Alhambra Circle, Coral Gables, FL 33134 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com From: Carlos Alba [mailto:calba@HNTB.com] Sent: Monday, June 25, 2018 2:35 PM To: McWilliams, John <John.McWilliams@kimley-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; Kanaan, Omar <omar.kanaan@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review John, NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be so,mUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 The DDRI increment II offers a detailed explanation on why the 16% reduction is applied. As shown in the text, it is a result between the occupancy rate measured in Downtown Miami and the one used by ITE. It seems like the it will be harder to find an occupancy rate of 1.42 in areas outside of the DDRI. For that reason we are suggesting to remove the reduction rate or look into the occupancy rate of the study area based on ACS data. The ITE trip generation manual assumes a default vehicle occupancy rate of 1.2 perstveh, The vehicle occupancy rate measured in downtown Miamf is 1.42 perslveh which is an increase of 1 8a4 compared to the default rate. Therefore, to maintain the same person trips as generated by the use of the ITE rates, the vehicle trips should be decreased by f1}[1/(1+0.1&4)B = 16% for land uses located in downtown Miami. There is a direct mathematical correlation between vehicle trips and trip rates and consequently ITE trip rates should equally be reduced by 16% to maintain the same person trips or number of commuters. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 Cell (305) 509-9187 Email calbaRhntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 1 Miami, FL 33136 1 hntb.com 100+ YEARS OF INFRASTRUCTURE SOLUTIONS MEP From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Monday, June 25, 2018 2:10 PM To: Carlos Alba <calba@HNTB.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com; Kanaan, Omar <omar.kanaan@kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Carlos: 8 The 16% adjustment is not specific to the DDRI. This reduction has been historically applied to all s City. It originated as part of the person -trip methodology that the City developed decades ago tha throughout the City. I realize that the latest comprehensive plan changes limit the use of person t projects within the DRIs, but that issue is separate from the occupancy adjustment. Per your final comment below, we did examine modifying the order in which the reductions are appli adjustment factors in the following order consistent with your recommendation (16% occupancy reduc the mode split of 23.6% followed by internal capture followed by pass -by capture), the project will generate than our current calculations. We concur that the 16% reduction should be the first adjustment since it is based upon unadjusted ITE trip generation calculations, so we propose to revise the calculation accordingly. Please advise asap as we would like to move forward this study as soon as possible. <09 O 0 PUBLIC, tl s withih� pplic3 Q�Q-� T C E eui m and/or toe city a Miami Castle, only. his pemit appticaton vnll reel et be so,mted for a pu rearing In accordance with ilmnes set forth In the Clryor MiamiIamiCode. eli astle. Theappf taetlecL hearing body 1MU resew the pemit application at thepubtic hearing artl renMeiNea recommendation or a final ...ion. Thanks, John John J. McWilliams, P.E. Kimley-Horn I Suite 450, 600 North Pine Island Road, Plantation, FL 33324 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com From: Carlos Alba [mailto:calba@HNTB.com] Sent: Monday, June 25, 2018 9:34 AM To: Kanaan, Omar <omar.kanaan@kimley-horn.com> Cc: McWilliams, John <John.McWilliams@kimley-horn.com>; CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Omar and John, ei7e;1;4411e 7EW 0 We just realized that you are taken a 16% reduction due to the difference in vehicle occupancy rates. Please note that the 1.42 pers/veh rate only applies for developments within the DDRI. Please consider removing the 16% reduction or calculate a percent reduction passed on an estimate of the occupancy rate from ACS. 1 mums, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 Cell (305) 509-9187 Email calbaRhntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 Miami, FL 33136 1 hntb.corr 100+ YEARS OF INFRASTRUCTURE SOLUTIONS From: Kanaan, Omar [mailto:omar.kanaan@kimley-horn.com] Sent: Sunday, June 24, 2018 1:25 PM To: Carlos Alba <calba@HNTB.com> v41 O r 9 Cc: McWilliams, John <John.McWilliams@kimley-horn.com>; CWorth@miamigov.corr; Carly Grim <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Carlos, The updated methodology memorandum is attached. Thank you, Omar Omar Kanaan, P.E. Kimley-Horn 1600 North Pine Island Road 1 Suite 4501 Plantation, FL 33324 954.716.8829 direct 1954.535.5100 main Celebrating 11 years as one of FORTUNE's 100 Best Companies to Work For NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be so,mUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the pemit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 From: Carlos Alba [mailto:calba@HNTB.com] Sent: Friday, June 22, 2018 11:47 AM To: McWilliams, John <John.McWilliams@kimley-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; Badia, Hector (hbadia@miamigov.com) <hbadia@miamigov.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Good morning John, Please send us a copy of the methodology with the proposed changes. Please make sure that the elimination of the driveway on NW 21st Street is in line with what is being proposed in the Regulating Plan. Thank, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 CeII (305) 509-9187 Email calbaRhntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 I Miami, FL 33136 I hntb.cor 100+ YEARS OF INFRASTRUCTURE SOLUTIONS 1J From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Wednesday, June 20, 2018 5:55 PM To: Carlos Alba <calba@HNTB.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; Badia, Hector (hbadia@miamigov.com) <hbadia@miamigov.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Carlos: Thank you for providing. Please see our responses below. As you can see below, we disagree with the commenter's position on the mode split. However, in order to expedite the process, we will proceed with the study per the mode split suggested by the reviewer. Regards, 10 John John J. McWilliams, P.E. Kimley-Horn I Suite 1400, 355 Alhambra Circle, Coral Gables, FL 33134 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com From: Carlos Alba [mailto:calba@HNTB.com] Sent: Tuesday, June 19, 2018 1:27 PM To: McWilliams, John <John.McWilliams@kimley-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; GMarquez@miamigov.com; Badia, Hector (hbadia@miamigov.com) <hbadia@miamigov.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Good afternoon John, Below are some follow-up comments. NOTICE Completion of s ., neaew intlic.s permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City IN Miami Castle, only. his pmnit appticaton vntl reel b be so,mUetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor f bl Miami Castle. The appdecdon-miring body resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 The City believes that the 24 percent being shown in the ACS is generous and is not willing to go beyond that number for the following reasons: 1) We do not want to set the precedent of considering multimodal reductions from the DDRI for developments that are not located within the actual area of the DRI, 2) Even if were to look at trip reductions from the DDRI please note that the multimodal reduction for the SE Overtown area (which is the closest to the project site) as per increment II, is only 8.2%, and 3) There is already a TOD apartment building directly adjacent to the proposed site. The 24 percent mode split is based upon a statistical report from the American Community Survey performed for this Census Tract for the U.S. Census. We would expect typical development in this area to achieve this mode split. This project does not follow the typical development pattern as it is within 50 feet of a Metrorail Station as well blocks away from one of Miami -Dade County's largest(top 10) employers — Jackson Hospital/Health District. The project's density, mixed -use development plan, and its location are the epidemy of transit -oriented development (TOD). The reference to the DDRI was provided as a data point. The modal split should be reviewed on a case -by -case basis for every project accounting for all factors, not just its location relative to the DDRI or SEOPW DRI. In addition, it is unclear how the presence of the TOD apartment building adjacent to the Metrorail station impacts the mode splits for the proposed development. We understand the concern regarding precedent, but this particular project should achieve a higher modal split than other developments (existing or proposed) within this Census Tract. The reviewer's mode split conclusion is contrary to TOD principles and essentially discourages TOD development which is contrary to Goals, Objectives and Policies of the Transportation Element of the City's Comprehensive Neighborhood Plan. However, in an effort to move the project forward in the review process, we will perform the study with the conservatively low mode split 24 percent. Below are some additional comments to the traffic methodology based on a meeting we had with other departments within the City: • It is important to integrate this site with the Santa Clara Station. As such, please provide specific Transportation Demand Management strategies to promote the use of alternative modes of transportation. Rather than listing typical measures or examining potential options, the City is looking for commitments from the developer to reduce the dependence on automobile. Options to be considered are not limited to the following: bicycle share station, car sharing, wide sidewalks to enhance the pedestrian environment, enhancing the bus stop facilities around the development, consider policies that encourage transit usage for the site such as discounted transit passes, or charging for residential parking, what physical 11 0 pUBLIC,1 49 improvements can be made to improve access from the site to the Metrorail station, devel streets around the site. Please see the updated Transportation Element Goal TR-2. A detailed TDM plan will be provided as part of the submittal. Many of the TDM strategies refe further increase the mode split beyond that of typical developments in the Census Tract and wou support a mode split higher than typical for this area. ent off. ""'i;rlete NOTICE Completion of xd , rein indices permit apptiatim meet rnitirmrn requirement antler Muni aantl/ortoe City INMiami :otlp mly. pmnRapp. wVo' uill zd,m�e tl h nYlntnrmiew wureaeM 1`TiororafirelE�etlzonentlereiNaa P��MAA ��1Z��` ��10008-263 01/22/19 • The angle parking does not meet the typical section for the planned zoning — City Public Works. v4 IEW COV The site plan and associated street improvements will be reviewed/refined as part of the SAP process separate from this traffic impact study. • Include an AutoTURN analysis to better understand the impact of the loading zones that are not being internalized and explain why they are not. Per the methodology document, Autoturn analysis will be provided as part of the submittal. The proposed dual -use loading/on-street parking areas are proposed to eliminate complications with internal loading areas within the underground parking areas. Additional internal loading areas may also require additional driveways that would detract from the sidewalks and pedestrian realm. The report should discuss the impact of turning NW 21st Street into a one-way eastbound street. The cardinal distribution shows higher westbound than eastbound trips. Please explain the reasoning of converting the private road and NW 21st Street to a one-way eastbound direction. NW 21' Street is currently a one-way eastbound street from NW 12th Avenue to a point 200' west of NW 12th Avenue. The two-way portion of the street only serves westbound traffic originating from the existing site's (Miami Produce) driveway on the north side of the street. The proposed development will eliminate that driveway, therefore, eliminating the need for the two-way portion of the roadway. The cardinal distribution provides origin/destination information, not the direction of travel. For instance, a higher cardinal distribution to/from the west would indicate a higher percentage of entering traffic would arrive from the west and a higher percentage of exiting traffic would depart to the west. The cardinal direction has less relevance in determining specific routes in proximity to the site. Regarding the eastbound one-way direction of the private driveway, the intent was to reduce potential congestion along NW 12th Avenue at the driveway and eliminate southbound right -turn conflicts between vehicles and pedestrian crossing the driveway's crosswalk. Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 CeII (305) 509-9187 Email calba@hntb.com HNTB CORPORATION 161 NvV 6th Street, Suite 1000 Miami, FL 33136 I hntb.cor 100+ YEARS OF INFRASTRUCTURE SOLUTIONS affiCP From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Tuesday, June 12, 2018 8:06 AM To: Carlos Alba <calba@HNTB.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; GMarquez@miamigov.com; Badia, Hector (hbadia@miamigov.com) <hbadia@miamigov.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review r 12 4° O 0 pUBLIC#1 F9, 0 Carlos: Thank you for your response. We will revise per your follow-up response on Comment #2 below. respectfully disagree with you on Comment #3 below. The 24 percent ACS represents existing con Tract 29. Census Tract 29 currently consists of industrial uses and single-family dwellings and the San Station is located on the very southern edge of the Tract. The proposed higher density development re drastically different development type for this area and is located steps from the Station. Therefore, the mo the development is inherently going to be higher than the existing ACS indicates. In the spirit of compromise, we suggest at 28.2% mode split which represents an average between the ACS and the DDRI Increment III, noting that all technical aspects including mode split have been approved by the City for Increment III. Please advise if this approach is acceptable. NOTICE Thanks, John John J. McWilliams, P.E. Kimley-Horn I Suite 1400, 355 Alhambra Circle, Coral Gables, FL 33134 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com From: Carlos Alba [mailto:calba@HNTB.com] Sent: Monday, June 11, 2018 4:18 PM To: McWilliams, John <John.McWilliams@kimley-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; GMarquez@miamigov.com; Badia, Hector (hbadia@miamigov.com) <hbadia@miamigov.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Good afternoon John, Below are follow -comments in for the Miami Produce SAP traffic study methodology. Completion of staff revew indicates permit appkadan meet un requirement antler Murry aantl/or its City of Miami �mir .a nvs pmnrtappxH�wtior: ff eessetbeadle.. fora l�rxt;v'�ll �rbr.41 forth In the aryl T d��l� hearing body via rmiew tM�^ application at thepubtic hearirgartl rents eMea s o erloryrasattletlzbn. fr REVIEW c0 _ 2. Page 1, Study Area. Please explain why the corridor SR 933/NW 12th Avenue between NW 20th Street and NW 28th Street extends all the way to NW 28th Street if this intersection was not included in the analysis. It seems like the corridor SR 933/NW 12th Avenue between NW 17th Street and NW 20th Street should start form NW 16th Street instead of NW 17th Street. Also, the corridor NW 20th Street between NW 12th Avenue and NW 10th Avenue should start from NW 14th Street to be consistent with the limits of the adjacent corridor. Response: The intersection of SR 933/NW 12th Avenue and NW 28th Street was added to the study intersections. The corridor of SR 933/NW 12th Avenue between NW 17th Street and NW 20th Street was updated to begin at NW 16th Street. The corridor of NW 20th Street between NW 17th Street and NW 14th Street was extended to SR 933/NW 12th Avenue. The updated methodology memorandum is attached. Follow-up: Since we agreed to include the intersection at NW 12th Avenue and NW 14th Street in the analysis, the corridor should also be revised to: NW 12th Avenue between NW 14th Street and NW 20th Street. 3. Page 2, Trip Generation. Please re -consider the applicability of the 45% multimodal factor for the following reasons: a) Table D.1 only takes into consideration a mode share for the residential land use. The proposed development includes: hotel, junior/community college, office and retail in addition to the residential land use. v4 Q r 13 b) The notes in the Trip Generation Handbook recognize that data collected at infill sites is li that the data for the residential, office, and retail all come from sites in California, which m travel behavior. c) Another note in the Trip Generation Handbook mentions that the variance in the percen motor vehicle appears to depend on the site context (the more -urban settings have lower shares). It seems like the area around the proposed development has low densities, unlike Metrorail stations in Brickell and Downtown. Also, when looking at the "means of transportatio from ACS for Census Tract 29, it seems like only 24% used transit, walked or biked. Response: As indicated, the current multimodal share in the area adjacent to the site, without a transit oriented development, is 24 percent (24%). The introduction of a transit oriented development directly adjacent to the Santa Clara Station will surely result in an increase in the multimodal share beyond the current ACS data for this specific development. Therefore, we believe that it would be appropriate to apply the modal split contained in the Downtown Miami DRI Increment 111 of 32.4 percent (32.4%). The updated methodology memorandum is attached. Follow-up: Please note the following: a) The development is outside of the DDRI, and b) DDRI Increment III has not been approved yet. For these reasons, we still believe that the multimodal reduction factor should move closer to what is shown in ACS. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 Cell (305) 509-9187 Email calbaRhntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 Miami, FL 3 36 ntD COf 100+ YEARS OF INFRASTRUCTURE SOLUTIONS s From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Friday, June 1, 2018 8:41 AM To: Carlos Alba <calba@HNTB.com>; Harris, Sandra <SandraHarris@miamigov.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; GMarquez@miamigov.com; Badia, Hector (hbadia@miamigov.com) <hbadia@miamigov.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Carlos et al: Please see our responses and the revised methodology attached. Thanks, John John J. McWilliams, P.E. Kimley-Horn I Suite 450, 600 North Pine Island Road, Plantation, FL 33324 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com From: Carlos Alba [mailto:calba@HNTB.com] Sent: Tuesday, May 29, 2018 4:19 PM ave dl MICE Completion of staff review indicates permit application meet un requlrenents under Miami Moodier the Gaye, Miami Code apMkatronvny need lue scheduled for a C iiia oa natb renlntnearya � r� bM1 lrt�ci�dvwnretitav e paM a IC he;1'1 earingarHrenMeMera ve e tlni d fon / -18-263 01/22/19 14 Oa pUBLIcii 0.1 To: McWilliams, John <John.McWilliams@kimley-horn.com>; Harris, Sandra <SandraHarris Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <'avino Adrian <Adrian.Dabkowski@Kimley-horn.com> Subject: RE: Miami Produce SAP -Traffic Study Methodology Review Good afternoon John, Below are comments for the Miami Produce SAP traffic study methodology. miami bilzin.co Q ,'Q J 0+or Dabk ICE Completion ofs., neaewintlic.s permitappl'rztian meet rnitirmrn requirement under Murry aantl/or the City of Miami Castle, only. his pmnit application vnti reel b be su,mkletl for a pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. Theappdecdon-mring body vig resew the permit application at thepubtic hearings ld rents eiNea recommendation or a final derizion. PZ-18-263 01/22/19 gc'‘'41 IEW COV 1. Page 1, Study Area. Please consider including the intersection at NW 12th Avenue and NW 14th Street as it is in the path of the main access to the site from the Highway System (SR 836). Response: The intersection of SR 933/NW 12th Avenue and NW 14th Street was added to the study intersections. The updated methodology memorandum is attached. 2. Page 1, Study Area. Please explain why the corridor SR 933/NW 12th Avenue between NW 20th Street and NW 28th Street extends all the way to NW 28th Street if this intersection was not included in the analysis. It seems like the corridor SR 933/NW 12th Avenue between NW 17th Street and NW 20th Street should start form NW 16th Street instead of NW 17th Street. Also, the corridor NW 20th Street between NW 12th Avenue and NW 10th Avenue should start from NW 14th Street to be consistent with the limits of the adjacent corridor. Response: The intersection of SR 933/NW 12th Avenue and NW 28th Street was added to the study intersections. The corridor of SR 933/NW 12th Avenue between NW 17th Street and NW 20th Street was updated to begin at NW 16th Street. The corridor of NW 20th Street between NW 17th Street and NW 14th Street was extended to SR 933/NW 12th Avenue. The updated methodology memorandum is attached. 3. Page 2, Trip Generation. Please re -consider the applicability of the 45% multimodal factor for the following reasons: a) Table D.1 only takes into consideration a mode share for the residential land use. The proposed development includes: hotel, junior/community college, office and retail in addition to the residential land use. b) The notes in the Trip Generation Handbook recognize that data collected at infill sites is limited. Also, note that the data for the residential, office, and retail all come from sites in California, which may have different travel behavior. c) Another note in the Trip Generation Handbook mentions that the variance in the percentage of trips made by motor vehicle appears to depend on the site context (the more -urban settings have lower motor vehicle mode shares). It seems like the area around the proposed development has low densities, unlike some other Metrorail stations in Brickell and Downtown. Also, when looking at the "means of transportation to work" data from ACS for Census Tract 29, it seems like only 24% used transit, walked or biked. Response: As indicated, the current multimodal share in the area adjacent to the site, without a transit oriented development, is 24 percent (24%). The introduction of a transit oriented development directly adjacent to the Santa Clara Station will surely result in an increase in the multimodal share beyond the current ACS data for this specific development. Therefore, we believe that it would be appropriate to apply the modal split contained in the Downtown Miami DRI Increment 111 of 32.4 percent (32.4%). The updated methodology memorandum is attached. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 CeII (305) 509-9187 Email calbaRhntb.com HNTB CORPORATION 161 NW 6th Street, Suite 1000 Miami, FL 33136 j hntb.cort 100+ YEARS OF INFRASTRUCTURE SOLUTIONS r 15 4Q 0 pUBLICyi 0 From: McWilliams, John [mailto:John.McWilliams@kimley-horn.com] Sent: Tuesday, May 22, 2018 6:51 AM To: Harris, Sandra <SandraHarris@miamigov.com> Cc: Carlos Alba <calba@HNTB.com>; CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; <javino@bilzin.com>; Dabkowski, Adrian <Adrian.Dabkowski@Kimley-horn.com> Subject: Miami Produce SAP - Traffic Study Methodology Review Sandra: NOTICE Completion of s ., neaew indicts permit apptiatim meet rnitirmrn requirement under Murry aantl/or the City IN Miami Castle, only. his pmnitapptication will reel besu,mdetl fora pudic rearing In accordance tlmellnes seterforth In the Gigot f de Miami Castle. Theappdecison-maldng body will resew the pemit application at thepubtic hearings ld rents eiNea recomme.ncAtiop or a final dedzion. FPiv -263 01/22/19 v4 IEW COV Good morning. Please be aware that the attached traffic study methodology document for the Miami Produce Special Area Plan was recently submitted to the Planning Department for distribution to your office. Also, attached is the proof of payment of the review fee. Please let me know if you need anything further in order for your consultant to review the document. As always, any expedition of this review would be greatly appreciated. Thanks, John John J. McWilliams, P.E. Kimley-Horn I Suite 450, 600 North Pine Island Road, Plantation, FL 33324 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you This e-mail and any files transmitted with it whom they are addressed. If you are NOT message and any attachments. Thank you. are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive are confidential and are intended the intended recipient and receive solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this solely for the use of the individual or entity to this communication, please delete this r 16 Miami Produce SAP Community Outreach Log August 2018 - November 2018 NOTICE Comp.fion of.ff rernintlic.s permitappl'r.n meet mitimrn r,uirenenk untle Murry aantl/orthe City of Miami Castle, only. his pmnitapplcatonvnllreelb be.le. tlfora pudic teahng In accontlanrew1M amellnes set forth In the Clryor Miami Castle. The appf tletlecdon-mriartl ng body vig resew the pemit application at thepubtic hearing rendereiNea recommen.on or a final tletlsion. PZ-18-263 • August 3, 2018: Initial outreach to Acting Administrator for Allapattah NET Office. • August 8, 2018: Miami Produce representative attends Allapattah NET community meeting for initial introductions. 01/22/19 • September 11, 2018: Full presentation to and discussion with community on proposed project, coordinated through Allapattah NET Office. • October 9, 2018: Attend community panel discussion "Allapattah at the Cross Roads". • October 31, 2018: Sponsorship of Halloween event for Aracena Foundation. • November 15, 2018: Provide PowerPoint presentation to NET Office for provision to interested community members. Applicant working with NET Office to schedule additional public meetings. MIAMI 6128110.1 83329/85503 Exhibit "A" Addresses: 2140 NW 12th Avenue, 1215 NW 21 st Street, and 1243 NW 21 st Street Folio: 01-3126-066-0010 ALL OF TRACT "A" OF TAVILLA REALTY ASSOCIATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 105, PAGE 88 OF THE PUBLIC RECORDS OF VIAMI—DADS COUNTY, FLORIDA, LESS 8c EXCEPT THE FOLLOWING DESCRIBED PROPERTY: COMMENCE AT THE INTERSECTION OF THE MONUMENT LINE OF N.W. 12TH AVENUE AND THE MONUMENT LINE OF N.W. 21 ST STREET, AS SHOWN ON SAID TAVILLA REALTY ASSOCIATES SUBDIVISION: THENCE RUN S 87'47'00" W ALONG SAID MONUMENT LINE OF N.W. 21ST STREET, FOR 55.1 6 FEET; THENCE RUN N 2' 13'00" W, FOR 25.00 FEET TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID TRACT "A", SAID POINT BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE RUN S 87'47'OO" W ALONG SAID SOUTH LINE FOR 19.08 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS S 2-13'00" E; THENCE NOR—HEASTERLY 39.43 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'21'57" TO A POINT OF TANGENCY; THENCE RUN N 2'34'57" W, FOR 560.96 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 89'37'41 "; THENCE NORTHWESTERLY 39.1 1 FEET ALONG SAID CURVE TO A POINT OF CUSP WITH A TANGENT LINE; THENCE RUN N 87'47'22" E ALONG SAID TANGENT LINE, SAID LINE ALSO BEING THE NORTH LINE OF SAID TRACT "A", FOR 20.84 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 89'48'31 THENCE RUN SOUTHEASTERLY 39.19 FEET ALONG SAID CURVE TO A POINT OF TANGENCY; THENCE RUN S 2'24'07" E ALONG THE EAST LINE OF SAID TRACT "A", FOR 560.95 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90'1 1 '08"; THENCE SOUTHWESTERLY 39.35 FEET ALONG SAID CURVE TO THE PONT OF TANGENCY, SAID POINT BEING THE POINT OF BEGINNING. MIAMI 5894698.1 83329/85503 ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Committee and other City and County agencies review zoning public hearing requests and provide input, which may affect the scheduling and outcome of my hearing. These reviews may require additional hearings before other City and County boards, which may result in the modification of plans, studies and/or the proffering of agreements to be recorded. The submission and acceptance of a request for public hearing means that the application is ready to be scheduled for public hearing. I am also aware that I must comply promptly with any City or County conditions and notify the Hearing Boards ("Hearing Boards") in writing if my public hearing application will be withdrawn. 2. Filing fees may not be the total cost of a hearing. Some requests require notices to be mailed to property owners up to a mile from the subject property and I am responsible for paying the additional radius mailing costs. In addition to mailing costs, I am responsible for additional fees related to application changes, plan revisions, deferrals, re -advertising, etc. that may be incurred. I understand that fees must be paid promptly. The only fees that will be refunded after the submission and acceptance of an application for public hearing has occurred will be the surcharge fees related to appeals, as expressly listed in Chapter 62 of the City Code ("Code"). 3. Requests for public hearing will be scheduled by the Hearing Boards in accordance with the scheduling timeline set forth in the Code and the Zoning Ordinance of the City of Miami ("Miami 21"), as applicable. I must submit any requests to reschedule, continue or defer my hearing date to the attention of the decision -making body for its consideration and vote at the public hearing on which my application is scheduled to be heard. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 4. Applicable Florida Building Code requirements, or other applicable requirements, may affect my ability to obtain a building permit even if my zoning application is approved; and a building permit will probably be required. I am responsible for obtaining any required permits and inspections for all structures and additions proposed, or built, without permits. In addition, a Certificate of Use ("C.U.") must be obtained for the use of the property after it has been approved at a zoning public hearing. Failure to obtain the required permits and/or C.U., Certificates of Completion (C.C.), or Certificate of Occupancy (C.O.) will result in an enforcement action against any occupant and owner. Submittal of the zoning public hearing request may not forestall enforcement action against the property. 5. Zoning public hearing applications inconsistent with the Miami Comprehensive Neighborhood Plan ("MCNP") should not be approved by the decision -making body and the recommendation by the City staff will be for denial or deferral; therefore, I acknowledge that if the request is inconsistent with the MCNP and I decide to go forward, then my request will be denied, or deferred by City staff, but not approved. I understand that I will not be reimbursed for any fees paid. I also understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 6. Any covenant to be voluntarily proffered must be submitted in word format to the Planning Department and to the Office of the City Attorney through ePlan for review and comments from the Planning Department, Office of the City Attorney, and any other City departments as deemed necessary. The covenant will be reviewed in ePlan and the applicant will be notified of any necessary changes, corrections or comments through ePlan. Once the covenant receives a recommendation of approval from the Planning department and as to legal form, Hearing Boards staff will extract the approved covenant directly from ePlan to include as part of the agenda. The applicant is responsible to submit to the Hearing Boards the signed covenant with a current Opinion of Title no later than two (2) weeks prior to the initial public hearing. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 7. Any and all documents submitted must be accompanied by a cover letter indicating the subject matter, application number and hearing date. [ Signature Page Follows ] Miami Produce Center, LLC By: Robert S. Wennett, Managing Member '-..� y: ;rrramanq member 1/23/19 Applicant(s) Name Printed App icant(s) Signature and Date Miami Produce Center, LLC By: UlA Management, LLC, its Manager By: Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management I, LLC Its Managing Member STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this c 3 day of January, 2019, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miam' Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He, is za personally known to me or ❑ who has produced as identification and who_17klid ❑ did not take an oath. (Stam p) Susst Lopes COMMISSION I $W EXPIRES: Dec, n, 7122 Bonded Rini Pose Nay D .,,. 1 (1 1 Q E8-'1 Qilk4 �`��`'.E�1�� 4 c�5 OF�NFV*NA ric E CITY OF MIAMI Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 Phone: (305) 250-5360 LOBBYIST REGISTRATION (1) Lobbyist Name: Avifo, Javier F. Business Phone: Business Address E-Mail Address Last Name, First Name, Middle Initial 305-350-7202 1450 Brickell Avenue, 23rd Floor, Miami, FL 33131 javino abilzin.com (2) Principal Represented: Miami Produce Center, LLC (3) Principal's Business Address: 1111 Lincoln Road, Suite 760 Miami Beach, FL 33139 (If different from above) Specific issue lobbyist has been retained to lobby (if representing a corporation, partnership or trust, give business address of chief officer, partner, or beneficiary of same, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust). Zoning and permitting pertaining to property located at approximately 2140 NW 12 Avenue, Miami, FL (4) Lobbyists shall state the extent of any business association or financial relationship with any member(s) of the City Commission, any member of City staff before whom he/she lobbies or tends to lobby. (If applicable, please explain) None Lobbyists shall pay all registration fees ($525.00 annually, plus $105.00 for each principal represented and for each issue a lobbyist has been retained to lobby on behalf of any one principal), and specifically define the issue for which they are employed. The Clerk shall reject any statement which does not detail the issue for which the lobbyist has been employed. Lobbyist shall also submit a certificate of completion of an ethics course provided by the Miami -Dade County Commission on Ethics & Public Trust or City of Miami completed no more than one (1) year prior to registering. I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Sections 2-651 through 2-658 of the City of Miami Code, as amended, including "annual registration, withdrawal, reporting requirements, defi itions, examinations , penalties for violations and contingency fees." State of Florida, County of Miami -Dade Sworn to an subscribed before me this 5 day of , 201g MY COMMISSION i fF 111282 EXPIRES: May 24, 2018 4'4,F �yrs! BondedThruBudgetWiryServices OFF uty Clerk MIAMI 5599921.1 83329/85503 \tv 0 te' '_ t‘ CITY OF MIAMI Office of the Chy Clerk, 3500 Pan American Drive, Miami, FL 33133 Phone: (305) 250-5360 LOBBYIST REGISTRATION (1) Lobbyist Name: Grimm , Carly Last Name, First Name, Middle Initial Business Phone: 305-350-2352 Business Address E-Mail Address cgrimmnabilzin.com 1450 Brickell Avenue, 23rd Floor, Miami, FL 33131 (2) Principal Represented: Miami Produce Center, LLC (3) Principal's Business Address: 1111 Lincoln Road, Suite 760 Miami Beach, FL 33139 (If different from above) Specific issue lobbyist has been retained to lobby (if representing a corporation, partnership or trust, give business address of chief officer, partner, or beneficiary of same, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust). Zoning and permitting pertaining to property located at approximately 2140 NW 12 Avenue, Miami, FL (4) Lobbyists shall state the extent of any business association or financial relationship with any member(s) of the City Commission, any member of City staff before whom he/she lobbies or tends to lobby. (If applicable, please explain) None Lobbyists shall pay all registration fees ($525.00 annually, plus $105,00 for each principal represented and for each issue a lobbyist has been retained to lobby on behalf of any one principal), and specifically define the issue for which they are employed. The Clerk shall reject any statement which does not detail the issue for which the lobbyist has been employed. Lobbyist shall also submit a certificate of completion of an ethics course provided by the Miami -Dade County Commission on Ethics & Public Trust or City of Miami completed no more than one (1) year prior to registering. I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Sections 2-651 through 2-658 of the City of Miami Code, as amended, including "annual registration, withdrawal, reporting requirements, definitions, examinations, penalties for violations and contingency fees." State of Florida, County of Miami -Dade Sviorn to and subscribed before me this 14day of i'pri , 2018 Notary or Deputy Clerk k:(► 18IS DIAZ •• • MY CO AISSION t FF 111262 * * EXPIRES: May 24, 2018 ton* Wu audstN°1ary Swats Jr rforR MIAMI 5829236.1 83329/85503 COMPREHENSIVE PLAN APPLICATION AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared Robert S. Wennett , who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, including or not including responses to day to day staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the orxirrent names, mailing addresses, telephone numbers and legal descriptions of the real proper:y of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. Further Affiant sayeth not. Robert S. Wennett on behalf of Miami Produce Center, LLC Applicant(s) Name Applicant(s) Signature Miami Produce Center, LLC By: UTA Management, LLC, 'hits Manager By: Urban Investment Advisors, LLC, j' its Member By: Wellspring Investments Management I, LLC, its Managing Member eir a0,5, rot m fie/ STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day ofv&Q.S, 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is ('-v) personally known to me or ( ) produced a valid driver's license as identification. AY VS. 'K 7_ (NOTARIAL SEAL) Suset Lopez COMMISSION # FF185370 EXPIRES: December 23, 2018 WWW.AARONNOTARY.COM Notary Pula Sign Name: Print Name: 5' --1- L V f i4 My Commission Expires: ldld3/l $ Rev. 07-2013 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: Robert S. Wennett (First Name) (Middle) (Last Name) HOME ADDRESS: 1111 Lincoln Road (Address Line 1) (Address Line 2) CITY: Miami Beach STATE: Florida ZIP: 33139 HOME PHONE: (3 0 5) 5 3 8- 9 3 2 0 CELL PHONE: FAX: EMAIL: rwennett@uiamanagement.com BUSSINESS or APPLICANT or ENTITY NAME Miami Produce Center, LLC BUSINESS ADDRESS: 1111 Lincoln Road, Suite 760 (Address Line 1) Miami Beach, FL 33139 (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Special Area Plan pursuant to Section 3.9 of Miami 21. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? YES ❑X NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. 5. Describe what is being requested in exchange for the consideration. ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: r-nwvijc. signature Robert S. Wennett Print Name Sworn to and subscribed before me this c L5 day of May , 20 1!) . The foregoing instrument was acknowledged before me by gobey-4- We/ e_ , who has produced as identification and/or is personally known to me and who did/did not take an oath. STATE OF FLORIDA CITY OF MIAMI MY COMMISS ON Notary EXPIRES: lc)-(AV/8 �'� "'� � t N Miami Produce Cent , Print Name Enclosure(s) Management, LLC, its Manager By: (poc. No.:86543 Urban Investment Advisors, LLC, its Page 2 member tsy: wellspring investments Management I, LLC, Its Managing Member COMPREHENSIVE PLAN APPLICATION DISCLOSURE OF OWNERSHIP 1. List the owner(s) of the subject property and percentage of ownership. Note: --he Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Miami Produce Center, LLC; see Exhibit "B" for all disclosures Percentage of Ownership 100% Subject Property Address(es) 2140 NW 12th Avenue, 1243 NW 21 st Street, 1215 NW 21 st Street, Miami, Florida 33142 2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): 1335 NW 21st Terrace Lots 31 through 45, inclusive, Block 7, Miami, Florida 33142 Braddock Subdivision No. 3, PB 2, Page 7 Robert S. Wennett on behalf of Miami Produce Center, LLC Owner(s) or Attorney Name Owner(s) or Attorney Signature Miami Produce Center, LLC By: UTA Management, LLC. its Manager By: Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management I, LLC, its Managing Member STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 7 U day of I 'y- )' , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is. (-.) personally known to me or ( ) produced a valid driver's license as identification. Suset Lopez COMMISSION # FF185320 EXPIRES: December 23, 2018 mew.AAAONNOTAAY.COM (NOTARIAL SEAL) Notary Pudic: _ Sign Name: Print Name: e My Commission Expires: Rev. 07-2013 5 Nonmember -Manager of Miami Produce Center, LLC) UTA Management, LLC Robert S. Wennett Revocable Trust 85.00% Vote & Capital* 76.50% Operating Profits 73.10% Sale Profits Beneficiary: Robert S. Wennett Exhibit "B" Disclosure of Ownership Miami Produce Center, LLC i Mario Cader-Frech Revocable Trust 15.00% Vote & Capital* 13.50% Operating Profits 12.90% Sale Profits Beneficiary: Mario Cader-Frech Jeff Weinstein Nonvoting Interest 5.00% Operating Profits** 7.00% Sale Profits** * capital interests entitled to 10% cumulative preference ** 5.00% profits interests subject to five-year vesting; 7.00% profits interests vest on sale of property Mary Jessica Woodrum Nonvoting Interest 5.00% Operating Profits** 7.00% Sale Profits** State of Florida Department of State I certify from the records of this office that MIAMI PRODUCE CENTER, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on July 19, 2016. The document number of this limited liability company is M16000005762. I further certify that said limited liability company has paid all fees due this office through December 31, 2018, that its most recent annual report was filed on January 11, 2018, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fourth day of June, 2018 ION 044A Secretary of State Tracking Number: CU4239114752 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateofStatus/CertificateAuthentication RESOLUTIONS BY MIAMI PRODUCE CENTER, LLC These Resolutions are adopted by Robert S. Wennett (the "Managing Member") on behalf of Miami Produce Center, LLC, and its manager, UIA MANAGEMENT, LLC, for the purposes specified below. RECITALS: A. Miami Produce Center, LLC ("Miami Produce"), a Delaware limited liability company, organized and existing pursuant to a Certificate of Formation recorded with the Delaware Secretary of State on December 15, 2014, is governed by a Limited Liability Company Agreement dated as of August 31, 2016 (collectively, the "LLC Agreement"). B. Article XV of the LLC Agreement vests in Miami Produce's Manager, UIA Management, LLC, a Delaware limited liability company (the "Manager"), the sole and exclusive authority to manage Miami Produce's operations and affairs. Pursuant to Section 15.1 of the LLC Agreement, the Manager shall have all of the powers, authority and duties accorded to a "manager" (as that term is defined in Section 18-101(10) of the Limited Liability Company Act of 1992 of the State of Delaware (the "Act") by the Act and as otherwise provided by law, and any action taken by the Manager in accordance with Article XV in the LLC Agreement shall constitute the act of, and serve to bind the Company. Under Section 9.1 of the Limited Liability Agreement of the Manager dated March 10, 2005, Urban Investments Advisors, LLC ("UIA"), a Delaware limited liability company, is granted the sole and exclusive authority to manage the Manager's operations and affairs and to make all decisions regarding the Manager's business. Under the Amended and Restated Limited Liability Company Agreement of UIA dated January 1, 2005, Wellspring Investments Management I, LLC ("WIM I"), a Delaware limited liability company, has the sole and exclusive authority to manage UIA's operations and affairs and to make all decisions regarding UIA's business. Under the Amended and Restated Limited Liability Company Agreement of WIM I dated January 1, 2005, as subsequently amended, the managing member of WIM I has the exclusive authority to manage WIM I's operations and affairs and to make all decisions regarding WIM I's business. The Managing Member is the managing member of WIM I. C. Miami Produce is the owner of that certain parcel of real property located at 2140 NW 12th Avenue, Miami, Florida, 1215 NW 21st Street and 1243 NW 21st Street, Miami, Florida, and all related facilities, amenities, fixtures, and personal property situated thereon (collectively, the "Property"). D. Miami Produce desires to obtain certain land use and zoning approvals for the Property, including, without limitation, approval for a "Special Area Plan" (all land use and zoning approvals that are necessary for the Property being referred to collectively as the "Approvals"). MIAMI 5884298.1 83329/85503 -2 E. The Managing Member has reviewed and approved the proposed Approvals on behalf of WIM I, UIA, and the Manager with respect to the portions of the Property owned by Miami Produce. The Managing Member has determined that Miami Produce should proceed with the Approvals. RESOLUTIONS: NOW, THEREFORE, BE IT RESOLVED, that the Managing Member hereby adopts the foregoing Recitals by this reference as if restated in full herein and hereby certifies that Paragraph B of the Recitals fully and accurately set forth the chain of his authority to act on behalf of Miami Produce and the Manager. BE IT FURTHER RESOLVED, that the Managing Member hereby ratifies, confirms and approves Miami Produce seeking to obtain the Approvals. BE IT FURTHER RESOLVED, that each of the Managing Member and the Manager is authorized and empowered, in the name of and on behalf of Miami Produce, to execute all applications in connection with the Approvals and any and all other assignments, affidavits, documents, instruments, statements, certificates and agreements as may be required in order to obtain the Approvals (all such applications, assignments, affidavits, documents, instruments, statements, certificates and agreements collectively referred to as the "Approval Documents"). BE IT FURTHER RESOLVED, that each of the Managing Member and the Manager is authorized and empowered, in the name of and on behalf of Miami Produce, to enter into any amendments or modifications to the Approval Documents, or any other documents relating to the sale of the Property which may be either necessary or appropriate, as the Managing Member determines in his reasonable discretion to be in the best interests of Miami Produce. BE IT FURTHER RESOLVED, that each of the Managing Member and the Manager is authorized and empowered, in the name of and on behalf of Miami Produce, to take all other actions as may be necessary or appropriate, in the reasonable discretion of the Managing Member, to implement the purposes of these Resolutions. {Signature page follows} MIAMI 5884298.1 83329/85503 3 The undersigned has executed these Resolutions as of the day of May, 2018. i cnC.,(11 Ro s S. Wennett, Managing Member of Wellspring Investments Management I, LLC, the Managing Member of Urban Investments Advisors, LLC, the Member of UTA Management, LLC, the Manager of Miami Produce Center, LLC Miami Produce Center, LLC By: UIA Management, LLC, its Manager By: Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management I, LLC, Its Managing Member MIAMI 5884298.1 83329/85503 rdr miami I public hearing notification services certified lists of property owners within a specific radius + radius maps + mailing labels + mailouts + notice of public hearing site posting rdrmiami.com diana@rdrmiami.com 305.498.1614 January 22, 2019 CITY OF MIAMI HEARING BOARDS MIAMI RIVERSIDE CENTER 444 SW 2ND AVENUE, 3RD FLOOR MIAMI, FLORIDA 33130 RE: List of Property Owners Within 500 Feet of: 2140 NW 12 Avenue, Miami, FL 33142 Total number of labels: 71 (includinq duplicates) I certify that the attached ownership list, map and mailing labels are a complete and accurate representation of the real estate property and property owners within a 500-foot radius of the subject property listed above. This information reflects the most current records on file in the Miami -Dade County Tax Assessor's Office. I also understand that a new list will be requested by the City of Miami Hearing Boards if it is determined the property owner information list initially submitted is older than six (6) months. Sincerely, Signature Diana B. Rio I RDR Miami I Rio Development Resources Name or Company Name 305.498.1614 Telephone diana@rdrmiami.com E-mail OWNER NAME(S) 1201 NW 23 PARTNERS LLC 1311 INDUSTRIAL LLC 1341 FIRST WAREHOUSE LLC KMJG INVESTMENTS LLC 1370 NW 22ND ST HOLDINGS LLC 2110 TTH23 LLC ALLAPATTAH 1325 LLC ALLAPATTAH 1325 LLC ALLAPATTAH 1325 LLC ALLAPATTAH 1325 LLC ALLAPATTAH 2140 LLC AMBER GARDEN LLC BETTY NOVAS TRS BOND PLUMBING SUPPLY INC BOND PLUMBING SUPPLY INC MIAMI % TRACY L BOND BOND PLUMBING SUPPLY INC OF MIA BOND PLUMBING SUPPLY INC OF MIAMI BURGER KING CORP ATTN: PROPERTY TAX ACCOUNTANT BURGER KING PROPERTIES INC BURGER KING #41 CARBALLO PROPERTY INC CITY OF MIAMI-DEPT OF P&D ASSET MANAGEMENT DIVISION CITY OF MIAMI-DEPT OF P&D ASSET MANAGEMENT DIVISION CITY OF MIAMI-DEPT OF P&D ASSET MANAGEMENT DIVISION COLLINS INTERNATIONAL INC COOSEMANS MANAGEMENT INC DELIO MEDINA TRS DELIO MEDINA REVOCABLE TR FARNIENTE 1344 LLC FLORIDA POWER & LIGHT CO ATTN PROPERTY TAX DEPT FOUR STAR POULTRY AND PROVISIONS CO FOUR STAR POULTRY AND PROVISIONS CO FOUR STAR POULTRY AND PROVISIONS CO FOUR STAR POULTRY AND PROVISIONS CO HIRAN RODRIGUEZ INVERSIONES EWARD CABRERA C A INC INVERSIONES EWARD-CABRERA CA INC JEMAYA FAMILY LTD LLP JETRO CASH & CARRY ENTERPRISES JETRO CASH AND CARRY ENTERPRISES INC JOE ACQUISITIONS LLC JOE ACQUISITIONS LLC JOE ACQUISITIONS LLC JUAN ABREU MAGALY ABREU KIKOS WHOLESALE INC % M MORE LA PROVENCE PROPERTIES INC MIAMI AVENUE HOLDING COMPANY MIAMI PRODUCE CENTER LLC MIAMI PRODUCE CENTER LLC MIAMI-DADE COUNTY MIAMI-DADE TRANSIT PEDRO 0 RODRIGUEZ &W ANA V RODRIGUEZ POANA INVESTMENTS LLC C/O PEDRO 0 RODRIGUEZ RELATED GROUP OF FLORIDA & SANTA CLARA APTS LTD SALVATORE R VOLPE & VALERIE VOLPE SANTOS MARTIN SEABOARD COASTLINE RR CO % J I WILKERSON TAX COMM SOUTH FLORIDA CASH & CARRY INC SOUTH FLORIDA CASH & CARRY INC SOUTHERN BELL T & T CO TAX ADM OFFICE STATE OF FLORIDA DOT STATE OF FLORIDA DOT STATE OF FLORIDA DOT TRACK 23 LLC TRACK 23 LLC USA BEAUTY CARE INC VUMBURA LLC WASTE 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USA 33158-1647 USA 33133 USA 60690-1450 USA 60690 USA 60690-1450 USA 33134 USA 33134 USA 33143 USA 33134 USA 33134 USA FOLIO NUMBER FOLIO NUMBER 0131260400010 0131260450140 0131260450130 0131260450290 0131260450380 0131260470130 0131260470010 0131260470020 0131260470120 0131260450390 0131260400080 0131260470080 0131260400030 0131260400070 0131260460010 0131260400060 0131260500010 0131260500030 0131260450070 0131350010010 0131350000163 0131350020010 0131260530370 0131260530282 0131260400071 0131260460040 0131260470040 0131260450240 0131260450351 0131260450230 0131260450350 0131260470140 0131260530290 0131260530300 0131260450010 0131260730010 0131260540480 0131260450260 0131260450270 0131260450250 0131260470090 0131260530380 0131260450370 0131260530080 0131260660010 0131260450330 0131260400010 0131260450140 0131260450130 0131260450290 0131260450380 0131260470130 0131260470010 0131260470020 0131260470120 0131260450390 0131260400080 0131260470080 0131260400030 0131260400070 0131260460010 0131260400060 0131260500010 0131260500030 0131260450070 0131350010010 0131350000163 0131350020010 0131260530370 0131260530282 0131260400071 0131260460040 0131260470040 0131260450240 0131260450351 0131260450230 0131260450350 0131260470140 0131260530290 0131260530300 0131260450010 0131260730010 0131260540480 0131260450260 0131260450270 0131260450250 0131260470090 0131260530380 0131260450370 0131260530080 0131260660010 0131260450330 0131260850010 0131260460030 0131260460021 0101000000026 0131260470200 0131260450360 0131260530330 0131260530310 0131260530320 0131260470150 0131260450110 0131260530350 0131260530070 0131260000190 0131260520500 0131260500020 0131260450135 0131260540230 0131260540270 0131260530360 0131260450080 0131260450071 0131260470100 0131260470110 0131260450072 0131260850010 0131260460030 0131260460021 0101000000026 0131260470200 0131260450360 0131260530330 0131260530310 0131260530320 0131260470150 0131260450110 0131260530350 0131260530070 0131260000190 0131260520500 0131260500020 0131260450135 0131260540230 0131260540270 0131260530360 0131260450080 0131260450071 0131260470100 0131260470110 0131260450072 LEGAL DESCRIPTION WEST END PARK AMD PB 16-34 PORT LOTS 1 & 2 BLK 14 DESC BEG SW COR LOT 2 TH E41.73F- BRADDOCKS NO 3 PB 2-71 LOTS 46 TO 49 INC LESS N 20FT BLK 2 BRADDOCKS NO 3 PB 2-71 LOTS 37 THRU 45 INC LESS N20FT BLK 2 26 53 41 BRADDOCKS SUB NO 3 PB 2-71 LOTS 23 24 & 25 BLK 7 23392-41 BRADDOCKS SUB NO 3 PB 2-71 LOTS 4 TO 7 INC LESS BLK 10 26 53 41 BRADDOCKS SUB NO 3 PB 6-167 LOTS 46 THRU 49 BLK 10 26 53 41 PB 6-167 BRADDOCK SUB NO 3 RE -SUB LOTS 12-13 & 14 & 15 BLK 10 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 16 & 17 BLK 10 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 44 & 45 BLK 10 26 53 41 BRADDOCKS SUB NO 3 PB 2-71 LOTS 8-9-10 & 11 BLK 10 WEST END PARK AMD PB 16-34 LOTS 1 THRU 7 BLK 28 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 35 THRU 37 BLK 10 26 53 41 WEST END PARK AMD PB 16-34 W3FT OF LOT 3 & ALL OF LOTS 4 THRU 7 BLK 14 WEST END PARK AMD PB 16-34 LOTS 9 & 10 BLK 14 26 53 41 1.58AC M/L BRADDOCK SUB 3 REPL PORTS BLK 1-2-3-4 PB 44-12 TR-1 BLK 1 LESS BEG WEST END PARK AMD PB 16-34 LOT 8 BLK 14 BRADDOCK SUB NO 3 RE -PLAT PB 52-31 LOTS 1 & 2 & S41.50FT OF LOT 3 & S41.50FT OF E25FT PB 52-31 BRADDOCK SUB NO 3 RE -PLAT LOT 7 & W35FT OF LOT 8 BLK 11 26 53 41 BRADDOCKS NO 3 PB 2-71 LOTS 41 THRU 49 LESS N20FT BLK 1 35 53 41 9.27 AC M/L MIAMI MUNICIPAL TRACT PB 51-84 TRACT A 35 53 41 9.47 AC M/L NW1/4 OF NE1/4 OF NW1/4 LESS N35FT FOR ST MUNICIPAL SHOPS TRACT PB 52-14 TR A BEG SW COR TR A N607.42FT NELY A/D 25FT N30FT E 26 53 41 WASHINGTON PARK PB 3-208 N77FT OF LOTS 6 TO 11 INC LESS W20FT LOT 11 & LESS WASHINGTON PARK PB 3-208 LOTS 3-4-21 & 22 & N82FT OF LOT 5 & N82FT OF E9.4FT OF LOT 6 WEST END PARK AMD PB 16-34 LOTS 11 & 12 BLK 14 BRADDOCKS SUB 3 REPL PORT BLKS 1 & 2 PB 44-12 W157.67FT OF E1/2 OF TR 1 BLK 2 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 18 THRU 27 & N15FT OF LOTS 42 & 43 BLK 10 & L 26 53 41 BRADDOCKS SUB NO 3 PB 2-71 LOTS 4 THRU 8 BLK 7 BRADDOCKS SUB NO 3 PB 2-71 E4.9FT OF LOT 49 BLK 7 BRADDOCKS SUB NO 3 PB 2-71 LOTS 1 TO 3 INC BLK 7 BRADDOCKS SUB NO 3 PB 2-71 LOTS 46 THRU 49 LESS E4.9FT OF LOT 49 BLK 7 BRADDOCKS SUB NO 3 PB 6-167 LOTS 16 & 17 BLK 11 WASHINGTON PARK PB 3-208 LOT 5 LESS N82FT & LOT 6 LESS E9.4FT OF N82FT & ALL OF LOT: 26 53 41 WASHINGTON PARK PB 3-208 LOTS 9-10-11 LESS BEG NE COR LOT 9 S ALG E/L LOT 9 I BRADDOCKS NO 3 PB 2-71 PORT OF LOTS 1 THRU 4 & S1/2 OF LOT 5 BLK 1 LESS BEG 78.65FTE JETRO CASH AND CARRY SUB PB 143-56 T-18368 TR A HAWKINS PARK AMD PL PB 7-88 LOTS 8 THRU 12 BLK 5 BRADDOCKS SUB NO 3 PB 2-71 LOTS 12 TO 15 INC BLK 7 BRADDOCKS SUB NO 3 PB 2-71 LOTS 16 TO 22 INC BLK 7 BRADDOCKS SUB NO 3 PB 2-71 LOTS 9 TO 11 INC BLK 7 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 38 & 39 BLK 10 WASHINGTON PARK PB 3-208 N77FT OF LOT 12 LESS THE W10FT & W20FT OF LOT 11 BLK 7 BRADDOCKS SUB NO 3 PB 2-71 LOTS 2 & 3 & BLK 10 S0.60FT OF LOT 4 26 53 41 WASHINGTON PARK PB 3-208 LOTS 13 TO 23 INC LESS R/W BLK 3 26 53 41 8.26 AC M/L PB 105-88 TAVILLA REALTY ASSOCIATES SUB TRACT A LESS RAPID TRAN; BRADDOCKS SUB NO 3 PB 2-71 LOTS 31 TO 45 INC BLK 7 SANTA CLARA STATION PB 126-42 T-14078 TRACT A BRADDOCKS SUB #3 REPL PORT BLKS 1 & 2 PB 44-12 E1/2 OF TR 1 LESS W157.67 FT BLK 2 26 53 41 .28 AC M/L BRADDOCK SUB 3 REPT PORTS BLKS 1-2 3-4 PB 44-12 BEG SW COR OF TR SANTA CLARA STATION PB 126-42 PORT OF TR A 26 53 41 BRADDOCKS SUB NO 3 PB 6-167 LOTS 44 & 45 BLK 11 BRADDOCKS SUB NO 3 PB 2-71 LOT 1 BLK 10 26 53 41 WASHINGTON PARK PB 3-208 LOTS 14-15-16 LESS ST & LESS N77.1FT EXCEPT E11.98F WASHINGTON PARK PB 3-208 LOT 12 LESS R/W BLK 6 WASHINGTON PARK PB 3-208 LOT 13 LESS W10FT FOR R/L BLK 6 26 53 41 BRADDOCKS SUB NO 3 PB 6-167 LOTS 18 THRU 25 & LOTS 37 THRU 43 INC LESS S10F1 BRADDOCKS NO 3 PB 2-71 N20FT OF LOTS 31 TO 49 INC BLK 2 WASHINGTON PARK PB 3-208 LOTS 1 TO 12 INC LESS ST & LESS PT LOTS 1-2-3 N OF SPUR & N WASHINGTON PARK PB 3-208 N40FT LOTS 1 TO 12 INC & S50 FT LOTS 1 TO 12 INC BLK 3 26 53 41 .211 AC M/L PORT OF NW 22 TERR DESC AS BEG NE COR OF LOT 1 BLK 3 OF WASHINC LINCOLN PARK PB 6-163 LOTS 1 THRU 15 BLK 5 & LOTS 1 THRU 15 BLK 2 FO WASHINGTON PAR BRADDOCK SUB NO 3 RE -PLAT PB 52-31 LOTS 4 & 6 & N18.5FT OF LOT 3 & LOT 5 LESS E25FT 0 BRADDOCKS NO 3 PB 2-71 LOTS 43 THRU 45 LESS N20FT BLK 2 HAWKINS PARK AMD PL PB 7-88 LOT 1 THRU 7 & LOTS 9 & 10A & LOTS 11 & 12 BLK 3 HAWKINS PARK AMD PL PB 7-88 LOT 10 BLK 3 WASHINGTON PARK PB 3-208 THAT PT LOTS 1 TO 3 N OF SPUR TR N77.1 FT LOTS 4 & 5 BLK 7 BRADDOCKS NO 3 PB 2-71 LOTS 1 THRU 4 & S1/2 OF LOT 5 BLK 2 26 53 41 BRADDOCKS NO 3 PB 2-71 LOTS 31 THRU 35 LESS N20FT BLK 1 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 40 & 41 BLK 10 BRADDOCKS SUB NO 3 RE -SUB PB 6-167 LOTS 42 & 43 LESS N15FT BLK 10 26 53 41 BRADDOCKS NO 3 PB 2-71 LOTS 36 THRU 40 LESS N20FT BLK 1 T NELY ND 39.43FT N43.66FT NWLY A/D 39.11 FT W41.85FT S93.65FT TO POB SE COR TR-1 W21.63FT N93.04FT NWLY A/D 39.10 FT E21.92FT SELY A/D 39.18FT OF LOT 5 & E25FT OF LOT 8 BLK 11 1247.28FT S386.24FT SWLY130.35FT S 12 DEG W201.37FT S80.53FT W685.67FT N10FT OF LOTS 6 THRU 11 THERE OF FOR R/W BLK 7 & W39.15FT OF LOTS 2 & 23 BLK 6 _OT 1 BLK 6 OF PB 16-64 3 7 & 8 & 17 THRU 20 LESS SAL R/W & PT LOT 9 PER DB 3451-34 BLK 6 FOR 76.52FT W0.25FT N76.52FT E0.41 FT TO POB & N77.1FT OF LOTS 14-15-16 EXCEPT OF SW COR OF LOT 1 TH NELY A/D 39.43FT N92.71 FT E21.47FT S92.79FT SWLY A/D 39.35FT 31T R/W 1 E ALG S/L 209.94FT TO POB N43.69FT W10.17FT N74.30FT E ALG N/L 110.08FTS ALG =T OF S.68 FT & EXCEPT W38.95FT OF S.58FT BLK 6 BLK 11 & LOTS 1-2-4-5 BLK 5 & TRACT 48FT BY 134.27FTW OF LOT 4 70FT LOTS 10 & 11 LESS N77FT LOTS 4 T 9 & 12 BLK 7 3TON PARK PB 3-208 TH S 86 DEG W 610.43FT N 03 DEG W 15FT N 86 DEG E 610.46FT S 03 DEC ;K PB 3-208 LESS R/W F S41.5FT BLK 11 3 E 15FT TO POB Dear Constituent: Welcome to the City of Miami! This package is intended to provide you with all open Code Enforcement violations and liens attached to the subject property, or properties, as of the current date and time the following report was created. Closed violations and future violations are not included. A violation may become a lien when the property owner does not timely remedy the violation. This report may include two types of liens: Certified liens and non -certified liens. Certified liens have a set amount to be paid. Conversely, most non -certified liens continue to accrue interest or a per diem fine; therefore, those liens must be satisfied with the City as quickly as possible. All outstanding violations and liens must be satisfactorily resolved before the City can issue a Certificate of Use (CU); however, the City inspects all properties prior to the issuance of a CU and those inspections may yield additional items, which must be addressed by the owner at the property prior to issuance of a CU. This search does not include encumbrances, other liens, restrictions or the like, recorded in the Public Records of Miami -Dade County, Florida. Please contact Miami -Dade County for the aforementioned items. Code Violation/Lien Inquiry Letter Page 1 of 6 Carly Grimm FL City of Miami Property Search Notice 06/08/2018 Per your request (copy attached), the undersigned has searched the records of the Director of Finance in and for the City of Miami, Florida, for any liens and other fees outstanding against the following described property as of: 06/08/2018. The result is valid up to 30 days from the processing date. In addition, due to daily penalty and interest calculations, the amount shown is subject to change as reflected below. Folio Number: 01-3126-066-0010 Property Address: 2140 NW 12 AV Legal Description: 26 53 41 8.54 AC M/L TAVILLA REALTY ASSOCIATES SUB PB 105-88 TRACT A LOT SIZE 372002 SQ FT M/L Amount Payable On: 06/07/2018 to 07/08/2018 855.08 This notice does not include liens imposed by federal, state, county or City agencies or boards or any other liens recorded in the public records of Miami -Dade County. Erica T. Paschal Finance Director To ensure proper credit of your payment, include a copy of all pages of the property search findings along with your payment and mail to: City of Miami, Treasury Management/Payment Processing, 444 SW 2nd Avenue, 6th Floor, Room 636-1, Miami, FL 33130. If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 2 of 6 Carly Grimm FL Folio Number: Property Address: Legal Description: Lien No. (Case Number) 84640 Q Contact: 84003 () Contact: CES7221 Q Contact: City of Miami 06/08/2018 01-3126-066-0010 2140 NW 12 AV 26 53 41 8.54 AC M/L TAVILLA REALTY ASSOCIATES SUB PB 105-88 TRACT A LOT SIZE 372002 SQ FT M/L Property Search Findings - Pending Liens Description AL09-Trash Citation Lien Contact Code Enforcement at or 305-960-2812 AL09-Trash Citation Lien Contact Code Enforcement at or 305-960-2812 AL09-Trash Citation Lien Contact Code Enforcement at or 305-960-2812 305-329-4777 or 305-416-1974 305-329-4777 or 305-416-1974 305-329-4777 or 305-416-1974 If you have any questions, please call (305) 416-1570. Please retain this page for your records. Address 1227 NW 21 ST 1227 NW 21 ST 1227 NW 21 ST Page 3 of 6 City of Miami Carly Grimm FL 06/08/2018 Folio Number: 01-3126-066-0010 Property Address: 2140 NW 12 AV Legal Description: 26 53 41 8.54 AC M/L TAVILLA REALTY ASSOCIATES SUB PB 105-88 TRACT A LOT SIZE 372002 SQ FT M/L Invoice Customer No. 9220577 84364 9187289 84364 9109387 84364 Property Search Findings - Open Invoices Lien No. Description Amount Due Business Tax Receipt - Regular 423.14 Certificate of Use 218.14 Business Tax Receipt - Regular 213.80 Sub -Total 855.08 If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 4 of 6 Violations Detail Report Violation: - Folio Number: 01-3126-066-0010 Property Address: 2140 NW 12 AV Contact: Unsafestructures@miamigov.com System CityView Case Number BB2018008721 Case Status Open Violation Desc Failure to obtain the required 40-50-Year Recertification Process Violation Status Open Code Section Inspector OAlcalde Violation Date 30-APR-2018 Date Issued 30-APR-2018 Ticket Number Date Compliance Due 27-MAY-2018 Violation: - Folio Number: 01-3126-066-0010 Property Address: 2140 NW 12 AV Contact: (305) 329-4800 System CityView Case Number CE2018003750 Case Status Open Violation Desc WORK PERFORMED WITHOUT A FINALIZED PERMIT Violation Status Open Code Section City Code SEC 10-3 (FBC 104, 105)ZON ORD SEC 2102 Inspector MJLezama Violation Date 27-FEB-2018 Date Issued 27-FEB-2018 Ticket Number Date Compliance Due 09-MAR-2018 Page 5 of 6 Violation: - Folio Number: 01-3126-066-0010 Property Address: 1200 NW 22 ST 84 Contact: (305) 329-4800 System CityView Case Number CE2012010728 Case Status Open Violation Desc Failure to keep property/adjoining public areas, easements, alleys, waterways free of industrial bulky waste, garbage, trash Violation Status Open Code Section City code SEC 22- 5 (a) Inspector HPointduJour Violation Date 13-JUN-2012 Date Issued 13-JUN-2012 Ticket Number Date Compliance Due 25-JUN-2012 Page 6 of 6 i u 7020963 u 0 City of Miami Customer Invoice Trash Citation Lien Send Payment To: PO Box 105206 Atlanta GA 30348-5206 Page 1 of 1 INVOICE DATE INVOICE NUMBER LIEN NUMBER NEW CHARGES PAST DUE AFTER FOLIO NUMBER 12-JUN-18 7020963 84003 12-JUL-18 01-3126-066-0010 DOCUMENT NUMBER DESCRIPTION BILLING UNITS TRANSACTION AMOUNT TRASH CITATION LIEN For online payments, visit: http:ffmiamigov.comfpay 1 153.00 R y I c — SERVICE/PROPERTY ADDRESS 1227 NW 21 ST 33142 CUSTOMER NUMBER 119113 LEGACY REFERENCE 22904-84003 TOTAL AMOUNT DUE $153.00 SEE REVERSE SIDE FOR BILLING INQUIRES ' 0 DETACH HERE AND PLEASE RETURN THE BOTTOM PORTION WITH YOUR PAYMENT- RETAIN TOP PORTION AS YOUR RECEIPT 4, City Of Miami FINANCE DEPARTMENT,444 SW 2ndAvenue, Miami, FL 33130 CUSTOMER NUMBER INVOICE NUMBER 119113 7020963 TOTAL AMOUNT DUE $153.00 SERVICE/PROPERTY ADDRESS 1227 NW 21 ST 33142 NEW CHARGES PAST DUE AFTER 12-JUL-18 MAILING ADDRESS CHANGE TAVILLA REALTY ASSOCIATES, LTD 1111 LINCOLN RD 760 MIAMI BEACH, FL 33139 PAYMENT AMOUNT ENCLOSED • u 7020963 0 DC NOT WRITE BELOW THIS LINE 1 Do NOT send cash Make Check payable to: City of Miami and send to the address above. 2 Restrictive endorsements will NOT be honored 3 include account number an face of check or money order. 4. Please make mailing address changes to the right and mail your payment with such changes to : City of Miami - Customer Services. 444 SW 2^d Ave, Miami, FL 33130 DETACH BEFORE MAILING 00119113 2 07020963 4 0000015300 3 3 u u i 7020929 i City of Miami Customer invoice Trash Citation Lien Send Payment To: PO Box 105206 Atlanta GA 30348-5206 Page 1 of 1 INVOICE DATE INVOICE NUMBER LIEN NUMBER NEW CHARGES PAST DUE AFTER FOLIO NUMBER 11-JUN-18 7020929 CES7221 11-JUL-18 01-3126-086-0010 DOCUMENT NUMBER DESCRIPTION BILLING UNITS TRANSACTION AMOUNT TRASH CITATION LIEN For online payments, visit: http:://miamigov.com/pay ---Nb nr,. \\N ...\\ ‘., 1 500.00 SERVICE/PROPERTY ADDRESS 1227 NW 21 ST 33142 CUSTOMER NUMBER 119113 LEGACY REFERENCE 22904-CES7221 1 TOTAL AMOUNT DUE $500.00 SEE REVERSE SIDE FOR BILLING INQUIRES 40 DETACH HERE AND PLEASE RETURN THE BOTTOM PORTION WITH YOUR PAYMENT- RETAIN TOP PORTION AS YOUR RECEIPT y City Of Miami FINANCE DERARTMENT,444 SW 2ntf Avenue, Miami, FL 33130 CUSTOMER NUMBER 1 INVOICE NUMBER 119113 7020929 TOTAL AMOUNT DUE $500.00 SERVICEIPROPERTY ADDRESS 1227 NW 21 ST 33142 NEW CHARGES PAST DUE AFTER 11-JUL-18 MAILING ADDRESS CHANGE TAVILLA REALTY ASSOCIATES, LTD 1111 LINCOLN RD 760 MIAMI BEACH, FL 33139 PAYMENT AMOUNT ENCLOSED i o 7020929 DO NOT WRITE BELOW THIS LINE 1. Do NOT send cash. Make Check payable to' City of Miami and sand to the address above. 2 Restrictive endorsements will NOT be honored.. 3 include account number on face of check or money order. 4. Please make mailing address changes to the rigid and mall your payment with such changes to City of Miami - Customer Services. 444 SW 20 Ave. Miami. FL 33130 DETACH BEFORE MAILING 00119113 2 07020929 4 0000050000 3 1 0 7020930 11 City of Miami Customer Invoice Trash Citation Lien Send Payment To: PO Box 105206 Atlanta GA 30348-5206 Page 1 of 1 INVOICE DATE INVOICE NUMBER LIEN NUMBER NEW CHARGES PAST CUE AFTER FOLIO NUMBER 11-JUN-18 7020930 84640 11-JUL-18 01-3126-066-0010 DOCUMENT NUMBER DESCRIPTION BILLING UNITS TRANSACTION AMOUNT TRASH CITATION LIEN For online payments, visit: http:llmiamigov.comlpay (? C)N-- ,,'''''VA 1 225.00 SERVICE/PROPERTYADDRESS 1227 NW 21 ST 33142 CUSTOMER NUMBER 119113 LEGACY REFERENCE 22904-84640 TOTAL AMOUNT ❑UE $225.00 SEE REVERSE SIDE FOR BILLING INQUIRES 4, DETACH HERE AND PLEASE RETURN THE BOTTOM PORTION WITH YOUR PAYMENT - RETAIN TOP PORTION AS YOUR RECEIPT J" City Of Miami FINANCE DEPARTMENT,444 SW 2ndAvenue, Miami, FL 33130 CUSTOMER NUMBER 119113 INVOICE NUMBER 7020930 TOTAL AMOUNT DUE $225.00 SERVICElPROPERTY ADDRESS 1227 NW 21 ST 33142 NEW CHARGES PAST DUE AFTER 11-JUL-18 MAILING ADDRESS CHANGE TAVILLA REALTY ASSOCIATES, LTD 1111 LINCOLN RD 760 MIAMI BEACH, FL 33139 PAYMENT AMOUNT ENCLOSED • tl 7020930 0 u DO NOT WRITE BELOW THIS LINE 1 Do NOT send cash. Make Check payable to.- City of Miami and send to the address above_ 2 Restrictive endorsements will NOT be honored 3. Include account number on face of check er money order 4 Please make mailing address changes to the right and mail your payment with such changes to City of Miami - Customer Services. 444SW2"Ave, Mlam�, FL 33139. ❑ETACH BEFORE MAILING 00119113 2 07020930 0 0000022500 2 3 f Suset Lopez From: ipayment@corebt.com Sent: Monday, June 11, 2018 4:33 PM To: Suset Lopez Subject: Payment Confirmation: 2018162003-171 Department of Finance Online Payments Receipt TRANSACTIONS Please enter Customer Number here 2018162003-171-1 Customer #: 119113 AR Payment Invoice #: 7020929 Balance Due: 500.00 AR Payment Invoice #: 7020930 Balance Due: 225.00 • PAYMENT, Mastercard Credit Sale Card Number: ************2718 First Name: Robert Last Name: Wennett Your Reference Number: 2018162003-171 06/11/2018 4:32:55 PM Web_user TOTAL AMOUNT:$725.00 $725.00 $500.00 $225.00 $725.00 i Suset Lopez From: Sent: To: Subject: ipayment@corebt.com Tuesday, June 12, 2018 12:09 PM Suset Lopez Payment Confirmation: 2018163002-115 Department of Finance Online Payments Receipt Your Reference Number: 2018163002-115 06/12/2018 12:08:34 PM Web_user TRANSA IION,S Please enter Customer Number here 2018163002-115-1 Customer #: 119113 AR Payment Invoice #: 7020963 Balance Due: 153,00 TOTAL AMOUNT:$153.00 PAYMENT Mastercard Credit Sale Card Number: ************2718 First Name: Robert Last Name: Wennett $153.00 $153.00 $153.00 i QlTtg a Alinnit BUILDING DEPARTMENT Fee Summary Financial Transaction ID: 513357 LM Reference Number: BD18-009034-001 Job Address: 2140 NW 12 AV Owner Information Name: Corporation: MIAMI PRODUCE CENTER LLC Address 1: 1111 LINCOLN RD 760 Address 2: City, State Zip: MIAMI BEACH, FL 33139 Phone: (305)370-5086 Email: Upfront Fee Below please find your upfron[ fee(s) that aro to be paid as part of application acceptance. Please be aware Dial no credit of your uptronf or dry run tee. be given if after review, a substantial new desrcin is resubmitted for review or if a permit is not sssued within 180 days of last revaew No refunds will be allowed of the upfront, dry rue or application fee Fee Category Fee Description Quantity Unit Type Amount UPFRONT 40 YEAR/OLDER RECERTIFICATION N/A $276.00 Total: $276.00 Rev. 12/Mar/2012 Generated on Jun/11/2018 11:22 AM Suset Lopez From: Sent: To: Subject: ipayment@corebt.com Monday, June 11, 2018 11:41 AM Suset Lopez Payment Confirmation: 2018162003-79 Department of Finance Online Payments Receipt Your Reference Number: 2018162003-79 06/11/2018 11:40:41 AM Web_user TRANSACTIONS If you have a Transaction ID please click here 2018162003-79-1 Trans ID: 513357 Business Name: MIAMI PRODUCE CENTER LLC $276.00 Fee Payment $276.00 Fee Name: 40 YEAR/OLDER RECERTIFICATION TOTAL AMOUNT:$276.0O PAYMENT Mastercard Credit Sale Card Number: ************2718 First Name: Robert Last Name: Wennett $276.00 1, Tap ,af 4Th xmi BUILDING DEPARTMENT Fee Summary Financial Transaction ID: 513911 LM Reference Number: BD18-009139-001 Job Address: 2140 NW 12 AV meal ormati Name: Corporation: MIAMI PRODUCE CENTER LLC Address 1: 1111 LINCOLN RD Address 2: City, State Zip: MIAMI, FL 33120 Phone: (305)338-9320 Email: ro:flI Below please find your u{afroni fe* (s) 2ro to be paid as pert of application acceptance. Please he aware that rio credit of your upfront or Cry run fee will be given if after review, a substantial nr w den is reioJbrnitied for review or if a permit is not issued within 180 days of last review. No cefunds will be allowed of the upfront, dry run or t-ipplicetiorr fee Fee Category Fee Description Quantity Unit Type Amount UPFRONT UPFRONT / DRY RUN FEES (BASED ON COST) 1500.00 DOLLARS $100.00 Total: $100.00 Rev. 12/Mar/2012 Generated on Jun/12/2018 12:21 PM Suset Lopez From: Sent: To: Subject: ipayment@corebt.com Tuesday, June 12, 2018 12:35 PM Suset Lopez Payment Confirmation: 2018163002-126 } Department of Finance Online Payments Receipt Your Reference Number: 2018163002-126 06/12/2018 12:34:04 PM Web_user TRANNAm Ns If you have a Transaction ID please click here 2018163002-126-1 Trans ID: 513911 Business Name: MIAMI PRODUCE CENTER LLC Fee Payment Fee Name: UPFRONT / DRY RUN FEES (BASED ON COST) TOTAL AMOUNT:$100.00 PAYMENT Mastercard Credit Sale Card Number: ************2718 First Name: Robert Last Name: Wennett $100.00 $100.00 $100.00 t Walter Chung To: Subject: Orta, Lazaro RE: Violation from 2012 From: Orta, Lazaro [mailto:LOrta@miamigov.com] Sent: Thursday, June 14, 2018 12:46 PM To: Walter Chung <wchung@uiamanagement,com> Subject: RE: Violation from 2012 Mr. Chung, Please see below. The case is now closed. My apologies for the delay. 1 :f?tmprodDltrs +ist blceinitaiio'Li e saigation eltai i — 1 Improal File Edit thew favorites Tools Help 6_ j City ew P3034 Violation 0 Letters 0 _ Hearings Initiation D Arteries Mages l To En List Lot Clearing Cnrrneris 0 liens _ Move Case EJ Ojntatts [ case�mP3ton Address 31200 NW 22 ST 84 2a *j14 FOlia 10131260660010 Registered D Lot liDtatered fl edge Num Der SUMS 311 TrackInDl OwneiMWAMI PRODUCE.CENTER U.0 Owner Address Woo Rw22 ST 89 where on Property? ON 1 EPRCFRITY, Case Address I11200 NW 22 sr ea Description NetIPIALLAPATTAH New (a .. E .. save. Mom To Legal Folio Right of Way? p Repeat Offence? 0 IUNCONTANERZED TRASH. Received Igep 12 2413. in Compliance `Ott 29, 2413 .. Semite Cate Isep 12; 2013 used Data Ioet 9,E 2013. IOW oeEEmployee Lv g First Inspection ISep 12, 2013 Dolly Per Dom I . Request Typelcase test CompMted Attivlty 194 29,. 2013 Complaint Typelalia Waste Complaint Pduity) 1 DIvisioniGotaWaste Proces1Solid waste Zvi} lnspeuolkosetta Mendoza f WA/Co ieVC Geo inspector assignment vlolatkins Refer To I . Refer Entered t y RAfendoza as Sep 12, 2013. 4412 • al . r Kenna On RUNrale sT tIew at or on . tease i o+ e... .. .. ., ' ICI l 1. .'illri Ai httpWirnprodOlicityviewwebiceinitiation,JCaseirtitiation_aita$ Fite Edit View Favorites Tools Help Portal Violations Initiation fi Activities Letters Images Hearings Lot Clearing ToDListH Liens Addressii200 Nw 225184 Zonelivta-r " F000[0131260660010 Registered Lot Registered NAjorq Owner Ad Case Num ber 311 Tracking! Mils ion ISoidVIraste Proceslolid Waste Status Where on Pro itY? ON THE PROFERTY. Case Address 1200 NW 22 ST 84 Description Received Isep 12, 2( - Sentice Date prr-77.--17 MIAMI 5912617.1 83329/85503 lyj11 Lif�I�illtl uii [ING DEPAFRTM4E°d7 Transmittal Sheet in Number: BD18-009139-001 Private Provider: NO b Address: 2140 NW 12 AV Submitted Date: Jun/13/201B For Permit Counter Use Only: (2) Signed and sealed drawincs ! plans (2) Signed and sealed surveys Application Forrn I Owner Affidavit Contact Information Ime: DIANA A tone: (305)821-:. 1 amments: AFTER THE FACT PLUMBING REPAIR For Plan Conter CODE COMPL'" PLUMBING: Lanai: PALMETTOPLUNIU1NG@COMCAST.COM h ts: " Reviewer: Date Return x AIRIU r ? / BD 18-009139-00 SlCCR/F75'SR T'/ TQ7TFC TTAIVTTA BUSINESS INFORMATION REM OF J ADD NEW BUSINESS J ADD RECEIPT DETAIL J NAME, OWNER OR ADDRESS CHANGE (TRANSFER) LIC CODE(S) SILL Reviewed by BUS N: Miami Produce Center, LLC By: WA Management, LLC, its Manager By: ``-- Urban Investment Advisors, LLC, its Mei Management 1, LLC, Its Managing City of Miami Member APPLICATION FOR BUSINESS TAX RECEIPT 444 SW 2' Avenue 6°'Floor, Miami , EL 33130, {305) 416-1570 Florida Statutes require that all Businesses operating under a Fictitious Name must submit State Registration documents• 1. Business Name: Miami Produce Center, LLC o, 2, Telephone #: 305-53$-9320 L3, Bust tkir li :5. --# 15 iami, FL 33142 4 FEI #: or SSN: 81-3293697 S.Ft_ Sales Tax #: 6. Mailing Address (it dillereni from business address): 1111 Lincoln Road Suite #760 City Miami Beach State FL ZIP Code 33139 Responsible Parly 7. Has the Applicant ever had a City of Miami Business Tax Reciept or Occupational License suspended or revoked? Yes .' No 1I yes. please explain: c.p.x_..,,-* 8. Nature of Business activity/Se ce(s) provided: property management Se4 --c» , j i2c 9. For Special Events (Fairs, Circus, etc.) enter: ++ Start Date: I and End Ewe- ll). II applicable to Business. please till -in the appropriate space(s) below: Amount of: Seals: Rooms: Employees: Sq. Ft. # of machines: _ restaurant apartments manufacturing parking lot vending machine 11. inventory value: $ Other: _.._ retail, wholesale, drug store, grocery, cigar & tobacco products _ 12. List name(s) of personnel that are licensed by the Slate of Florida and submit copy of Slate License. Attach additional sheets if necessary, Name and Social Secunry Number Name and Socsat Securiy Number 1 1 13, Honda Statutes require you to list three individuals who are able to arrive at the Business location within 15 minutes of notification of bre, burglary or other emergency. fdealty these individuals should have access to door locks and alarms. Name Address CityrState Telephone a Omar Fernandez 1111 Lincoln Road Ste 760 Miami Beach, FL 33139 (305) 360-5843 Suset Lopez 1111 Lincoln Road Ste 760 Miami Beach, FL 33139 (305) 401-4286 Walter Chung 1111 Lincoln Road Ste 760 Miami Beach, FL 33139 (305) 370-5086 f• ti• 1 . I nd v•Ir t Of • ill th t. t ,f •r ARKS: + t.t • t • t, ed in his ppticat on are true and correct. - are_ Robert Wennett �J�� Applicant io print Name 06 1$ Signature of Applicant :ICE USE ONLY: MRC - NET - CODE ENFOR( MFrrr rulFrfrle LICENSE TITLE(S)• PRICE: S DISCOUNT: S PRORATE: CU #: _ ORACLE #: if 33 S Data EntrybyI Date Distribution White -Copy For City, Yellow • copy br BusedSS Fntdy. PInk - copy for NET, Cot prod • rop for Cash Recerpis. MIAMI 5912617.1 83329/85503 F INSTRUCTIONS CO H r City of Miami CERTIFICATE OF USE Do net operate the business until a Certificate of Use. a Business Tax Receipt and, it applicable. a Ce tilicate ❑f Occupancy are issued2. This inspection lee is not refundable. 3• Building must !reopen to all inspectors, 4. Pursuant to the Miami Charter Sec.•2-207(b)' All applications for Certificate of Use shall expire 90 working days from the date of application if approval is not received for issuance of a certificare unless the space is under c ,n;iruction with a valid permit and aPerevals cannot be made until work Is comp(gteo••. When all the required inspections have bee approved, the applicant must bring this Certificate of Use form to the Offlce of Zoning. 5. A reinspectian fee wdl ne assessed if the ,nspector is unaole to gain access, 6. A sign permit is required for all signs. 7. Inspectors will note any major items inspected• but not listed, on the record of inspections, and also rejections. 8. To avoid unnecessary delay in processing applications and reinspeclions, please call when work is completed. Also access to your particular place of business. 9. Inspection fee receipt and record of inspection must always be available to the inspectors., LO.. o schedule all inspections with the Cfry of Miami, please contact 311 or NET at (305) -068�5 a 1. schedule all inspections with D.E.R.M„ please contact (305) 372.8999. and or visit 701 NW 1st CqurL 12. To schedule all inspections with the Health 1-100 and Restaurant Department. please contact 1 (850)487.1395. 1. Business Name: miemi Produce center ilc 3. Address of Business. Including suite or space number and zip code: 2 i51 NW F3 AV 15 Miarri FL 33142 ke sure inspectors gain 4. Maifing Address: (f1 Different) NIA 5. Business Telephone No: (305)538-9320 6. Emergency Telephone No: 7. Business Owner or Agent: rniami produce center at 8, E-mail address. 9. Transecf Zone: Date: N/A Ins) Initials: NIA Final Reviewe c Fire Zone: 0883 Type of Const: Occ. Cfassif-icalion: of Stories: r Dist. Code: [ If it 1[ 1 Proposed/Approved Use: lnrtuslnaf Sloragei Distrrbution Night insp. LI Yes iJ No Shell ]Yes ID No c. Load Bldg. Protection Corridor C.U. Exempt 1 2 3 4 . 11E L1 Yes J fo Sq. Fi.! Units,Seator Floors: t 50.00 So Er Restrictions: Usage Codes: 0. Properly Class: w ux Eo a C.O. Number. Certificate No. Dale Receipt No. have read the applicalion and I do freely and voluntarily state Thal the statements and intormalion contained here is true and correct. Signature of Owner/Agent 3(14I2018 CU•App-2557089 Date 1 D BZYIS 416 Rev 5114 J Distribution: White -Owner Agent, Canary-Owner1Agent (after a certlicate number is issued): Pink -Occupational oceraes'. white Card -Ole: el Zo .9 A certificare 01 Use that is Inactive for over 180 days may result in an abandonment of the use in the future C=3 LAUREDO ENGINEERING co. CONSULTING ENGINEERS STATE OF FLORIDA PE 0012964 BE 4971 June 7, 2018 City of Miami Building Department Miami, Florida Attention: Building Official Re: Miami Produce Center South Building 2140 NW 12 Avenue Miami, FI 33142 Dear Building Official: As required, I have completed the Electrical Inspection section of the required Recertification of 40 Year Old Buildings, according to Section 8-11(f) of the Code of Miami -Dade County for the above addressed facility on June 6, 2018. In general, I found the electrical system to be in good condition requiring the Following repair work: 1. Remove all existing conduit and exposed wiring at back west end of building. 2. Identify all Electrical Panels 3. Panel 1243 requires a new inside cover and several panels require to have blank spacers. 4. East side tenant requires light fixtures to be relamped. 5. Several junction boxes throughout the building need covers. Based on the above and my report findings, the electrical system is not safe for Its continued use and occupancy, I ask that the electrical system be repaired accordingly. As a routine matter, in order to avoid possible misunderstanding, nothing in this Report and my observations should be construed directly or indirectly, as a guarantee for any portion of the electrical system. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the electrical system, based upon careful evaluation of observed conditions, to the extent reasonably possible. 1941 SW 18" Avenue, Miami, Florida 33145 TEL: 305-445-9725 E-MAIL: Ind eI 7I 7.,oni 2140 NW 12 Ave Page 2 Should you have any questions, do not hesitate to contact me. Respectfully, Lauredo Engineering Company Manuel E. Lauredo, P.E. President CITY OF MIAMI BUILDING DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S ELECTRICAL RECERTIFICATION INSPECTION COMMENCED DATE: May 31,2018 INSPECTION COMPLETED DATE June 6, 2018 INSPECTION MADE BY Manuel E. Lauredo, P.E. SIGNATURE: ?� ✓��-'� PRINT NAME TITLE Professional Engineer ADDRESS: 1941 SW 18th Avenue, Miami, FI 33145 a. Name of Title: Miami Produce Center South Building b. Street Address: 2140 NW 12 Avenue, Miami, FI 33142-7746 c. Legal Description: See below d. Owners Name: Miami Produce Center LLC Owner's Mailing Address: 1111 Lincoln Rd Suite 760, Miami Beach, Florida 33139 g. h. Folio Number of Building: 01-3126-066-0010 Building Code Occupancy Classification: 7700 INDUSTRIAL -RESTRICTED Present Use: 4837 Warehouse Terminal or Stg i. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment: CBS CONSTRUCTION WITH CONCRETE ROOF Legal Descriptio 26 53 41 8.54 AC SQ FT MIL n: M/L TAVILLA REALTY ASSOCIATES SUB PB 105-88 TRACT A LOT SIZE 372002 GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: Amperage ( 3025 ) Fuses ( ) Breakers ( X ) 2. Phase: Three Phase ( ) Single Phase ( ) 3. Condition: Good ( x ) Fair ( ) Needs Repair ( 4. Comments: Two Service Entrances. West Service 1600 amps & East Service 1425 amps. West service panels must have front reinstalled. 2. METER AND ELECTRIC ROOM 1. Clearances: Good ( x ) Fair 2. Comments: 3. GUTTERS 1. Location: ) Requires Correction Good ( x ) Requires Repair 2. Taps and Fill: 3. Comments: Good ( x ) Requires Repair 4. ELECTRICAL PANELS 1. Panel # (1247) Location: west tenant space Good ( x ) Needs Repair ( ) 2. Panel # (1245) Location: west tenant space Good ( x ) Needs Repair ( ) 13. Panel # (1243) Location: west tenant space Good ( ) Needs Repair ( x ) 4. Panel # (1201 Location: east tenant spaces `to 121 Good ( x ) Needs Repair ( ) 5. Panel # (1223) Location: east tenant spaces to 1225 Good ( X ) Needs Repair ( ) 6. Comments: 1243 has inside panel missing. Some of the panels have spacers missing which must be replaced. 5. BRANCH CIRCUITS 1. Identified: 2. Conductors: Good ( x ) Yes ( ) Must be identified ( x ) Deteriorated ( ) Must be replaced ( ) 3. Comments: Panel identification must be revised 6. GROUNDING OF SERVICE Condition: Comments: 1 7. GROUNDING OF EQUIPMENT Condition: Comments: 8. SERVICE CONDUITS/RACEWAYS Condition: Comments: 9. SERVICE CONDUCTORS AND CABLES Condition: Comments: 10. TYPES OF WIRING METHODS Condition: Conduit Raceways: Conduit PVC: NM Cable: BX Cable: 11. FEEDER CONDUCTORS Condition: Comments: 12. EMERGENCY LIGHTING Condition: Comments: 13. BUILDING EGRESS ILLUMINATION Condition: Comments: 14. FIRE ALARM SYSTEM N/A Condition: Comments: 15. SMOKE DETECTORS Good ( x ) Repairs Required Good ( x ) Repairs Required ( ) Good ( x ) Repairs Required ( ) Good ( x ) Repairs Required Good ( x ) Good ( ) Good ( ) Good ( ) Repairs Required Repairs Required Repairs Required Repairs Required Good ( x ) Repairs Required ( ) Good ( x ) Repairs Required ( ) Good ( x ) Good Repairs Required ( ) Repairs Required ( ) Condition: Comments: 16. EXIT LIGHTS Condition: Comments: 17. EMERGENCY GENERATOR Condition: Comments: N/A Good ( x ) Good ( x ) Good Repairs Required Repairs Required 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS Condition: Good ( x ) Repairs Required ( Comments: 19. OPEN OR UNDERCOVER PARKING SURFACE AND SECURITY LIGHTING Condition: Comments: ONE BAY NEEDS RELAMPING 20. SWIMMING POOL WIRING Condition: Comments: N/A 21. WIRING OF MECHANICAL EQUIPMENT Condition: Comments: Good ( ) Illumination Required ( x ) Good ( ) Repairs Required Good ( x ) Repairs Required 22. GENERAL ADDITIONAL COMMENTS There are some existing conduits and wiring at building's back west end that need to be removed and some conduits to be supported to existing wall. SD:rtc:rv:09/01 /2000:40yrintranetsystem CERTIFICATION OF COMPLIANCE WITH PARKING LOT ILLUMINATION STANDARDS IN CHAPTER 8C OF THE CODE OF MIAMI-DADE COUNTY Date: June 7, 2018 RE: Case No.: Property Address: Building Description: 2140 NW 12 Avenue, Miami, FI 33142-7746 Warehouse Terminal 1. I am a Florida registered professional engineer or architect with an active license. 2. On June 6 . 20 18 , at 5:15 am, I measured the level of illumination in the parking lot (s) serving the above referenced building. foot candle per SF, 3. Maximum 4.5 foot candle per SF, Minimum 0.6 Minimum to Maximum ratio 4.5 : 0.6, foot candle 2.55 average per SF. 4. The level of illumination provided in the parking lot (s) meets / docs not mcct the minimum standards for the occupancy classification of the building as established in Section 8C-3 of the Code of Miami -Dade County. Signature and Seal of Architect or Engineer Manuel E. Lauredo, P.E. (Print Name) CERTIFICATION OF COMPLIANCE WITH PARKING LOT GUARDRAILS REQUIREMENTS IN CHAPTER 8C OF THE CODE OF MIAMI-DADE COUNTY DATE: June 7, 2018 Re: Case No. Property Address: Bldg. No.: , Sq. Ft.: 2140 NW 12 Avenue, Miami, FI., 53,630 sf Building Warehouse Terminal Description: The undersigned states the following: I am a Florida registered professional engineer or architect with an active license. On June 7 , 2018 ,I inspected the parking Tots servicing the above referenced building for compliance with Section 8C-6 and determined the following (check only one): X The parking lot(s) is not adjacent to or abutting a canal, lake or other body of water. The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are protected by a guardrail that complies with Section 8C-6 of the Miami -Dade County Code. The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are not protected by a guardrail that complies with Section 8C-6 of the Miami -Dade County Code. I have advised the property owner that he/she must obtain a permit for the installation of the guardrail and obtain all required inspection approvals to avoid enforcement action. Signature and Seal of Architect or Engineer Manuel E. Lauredo, P.E. (Print Name) �MTCE www.yhengineering.com 99 NW 27 AVE Miami, FL 33125 Phone (305)969-YHCE Fax (305)969-9453 Youssef Hachem Consulting Engineering June 4, 2018 Building Official City of Miami 444 SW 2 AVE Miami, Florida Re: 40 Year Re -certification 2140 NW 12 AVE Folio #:01-3126-066-0010 Dear Official: On May 31, 2018 and June 1, 2018, Dr. Youssef Hachem, PE performed Structural inspections at the above referenced property. The purpose of this inspection is to confirm in a reasonable fashion that the building under consideration is safe for continued use under present occupancy. This inspection excludes environmental issues, building codes, zoning regulations, covenants, and easements. After this inspection the building, has damages that needs to be repaired before an Approved 40 YR. Certification can be issued. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of our knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. Please feel free to contact us if we may be of further service to you. CITY OF MIAMI BUILDING DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL RECERTIFICATION INSPECTION COMMENCED DATE: 05/31/18 INSPECTION C_OMPLEVO DATE 0vo/uu DESCRIPTION OF STRUCTURE INSPECTION MADE SIGNATURE - PRINT NA r ,�� ■ c1em, TITLE ADDRESS. 99 NW 27 ve ' 1` s Miarni,F133125 a. Name of Title: 40 Year Certification b. Street Address: 2140 NW 12 Ave South (Building 1201) c. Legal Description:26 53 41 8.54 AC MIL Tavilla Realty Associates SUB P13 105-88 Tract A . Owners Name: Miami Produce Center LLC e. Owner's Mailing Address: 1111 Lincoln RD 760 Miirni Beach, FL 33139 f. Folio Number of Building: 01-3126-066-0010 g. Building Code Occupancy Classification: 7700 Industrial -Restricted h. Present Use: 4837 Warehouse Terminal or STG: Warehouse or Storage i. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment: 3 story building with concrete beams and concrete columns and a flat roof MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL RECERTIFICATION 1. DESCRIPTION OF STRUCTURE a. Name of Title: 40 Year Certification b. Street Address 2140 NW 12 Ave South (Building 1201) c. Legal Description: 26 53 41 8.54 AC MIL Tavilla Realty Associates SUB PB 105-88 Tract A d. Owner's Name Miami Produce Center LLC e. Owner's Mailing Address: 1111 Lincoln RD 760 Miarni Beach, FL 33139 f. Building Official Folio Number: 01-3126-066-0010 g. Building Code Occupancy Classification:7700IndustriaI-Restricted h. Present Use: 4837 Warehouse Terminal or STG: Warehouse or Storage i. General Description, Type of Construction, Size, Number of Stories, and Special Features 3 story building with concrete beams and concrete columns and a flat roof Additions to original structure: N/A 2. PRESENT CONDITION OF STRUCTURE a. General alignment (not good, fair, poor, explain if significant) 1. Bulging Fair 2. Settlement Good 3. Defections Good 4. Expansion Good 5. Contraction Good b. Portion showing distress (Note, beams, columns, structural walls, floors, roofs, other) Damaged Columns with exposed rebars, Overhead spall with exposed rebars, trailer ramp exposed rebar c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration & stains. None d. Cracks — note location in significant members. identify crack size as HAIRLINE if barely dissemble; FINE if less than 1 mm in width: MEDIUM if between 1 and 2 mrn in width; WIDE if over 2 mm. None e. General extent of deterioration — cracking or spalling of concrete or masonry; oxidation of metals; rot or borer attack in wood. None f. Previous patching or repairs Yes _°� S s g. Nature of present loading indicate residential, commercial, other estimate magnitude ,,,`:" Commercial . ="-I qyo 4. 3 INSPECTIONS • LSI P _ �9 _tea ',c9,o a. Date of notice of required inspection N/A b. Date(s) of actual inspection 05/31/18 & 06/01/18 c. Name and qualification of individual submitting inspection report: Youssef Hachem Ph.D.,S.1.,P.E. #43302 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures None e. Structural repair note appropriate line: 1. None required XX 2. Required (describe and indicate acceptance) 4. SUPPORTING DATA a, XXX b. )O X sheet written data photographs c. drawings or sketches: 5. MASONRY BEARING WALL = Indicate good, fair, poor on appropriate lines: a. Concrete masonry units Fair b. Clay tile or terra cote units None c. Reinforced concrete tile columns None d. Reinforced concrete tile beams Fair e. Lintel Fair f. Other type bond beams g. Masonry finishes - exterior 1. Stucco Good 2. Veneer N/A 3. Paint only Fair 4. Other(describe) h. Masonry finishes - interior 1. Vapor barrier Good 2. Purring and plaster Good 3. Paneling None 4. Paint only Fair 5. Other (describe) i. Cracks: 1. Location - note beams, columns, other 2. Description Fair Condition j. Spelling: 1. Location - note beams, columns, other 2. Description Bad Condition 1� ,4b" �' k. Reber corrosion -check appropriate line: 3 _,,'` ev'.de 1. None visible ; NJ .0 \ 9 2. Minor -patching will suffice u' : Saot 3. Significant -but patching will suffice xxx �q S-t' AT tr r e, 4. Significant -structural repairs required I. Samples chipped out for examination in spall areas: 1 1. No. xxxx 2. Yes - describe color texture, aggregate, general quality 6. FLOOR AND ROOF SYSTEM a. Roof: 1. Describe (flat, slope, type roofing, type roof deck, condition. Flat Roof Fair Condition 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support: A/C Units 3. Note types of drains and scupper and conditionooling towers, air condition: Drains and Scuppers in Good Condition b. Floor systems(s) 1. Describe (type of system framing, material, spans, condition) Concrete Floors c. Inspection — note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. N/A 7. STEEL FRAMING SYSTEM a. Description None b. Exposed. Steel - describe condition of paint & degree of corrosion: Fair Condition c. Concrete or other fireproofing — note any cracking or spalling, and note where any covering was removed for inspection N/A d.Elevator sheave beams & connections, and machine floor beams — note condition: N/A 8. CONCRETE FRAMING SYSTEM a. Full description of structural system Concrete Beams and Concrete Columns b. Cracking 1 1. Not significant xxx 2. Location and description of members affected and type cracking , . ` , , , C c. General condition Column exposed rebars and Overhead slab repairs ``„ .v k• e Idu d. Reber corrosion - check appropriate line: 4 = o 1. Non visible 2. Location and description of members affected and type cracking 3. Significant but patching will suffice 4. Significant - structural repairs required (describe) xxx e. Samples chipped out in spall areas: 1 1. No. xxx 2. Yes, describe color, texture, aggregate. general quality: 9. WINDOWS a. Type (Wood, steel, aluminum, jalousie, single hung, double hung, casement, awning, pivoted, fixed, other) Single Hung Windows b. Anchorage — type & condition of fasteners and latches: Tapcon Screws c. Sealant — type of condition of perimeter sealant & at mullions: Silicone -Good d. Interiors seals — type & condition at operable vents: N/A le. General condition: Fair Condition 10. WOOD FRAMING a. Type — fully describe if mill construciton, Tight construction, major spans, trusses;None b. Note metal fitting i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: N/A c. Joints — note if well fitted and still closed: Still Closed d. Drainage — note accumulations of moisture: None e. Ventilation —note any concealed spaes not ventilated: N/A f. Note any concealed spaces opened for inspection: N/A NICE www.yhengineering.com 12151 SW 128 Court, Suite 104 Miami, FL 33186 Phone (305)969-YHCE Fax (305)969-9453 Youssef Hachem Consulting Engineering South Elevation- Overhead exposed s•all rebar IF South Elevation- Column Repairs 3rd floor spall joist South Elevation- Overhead exposed rebar South Elevation -Ramp exposed rebars Windows with broken •lass MCE www.yhengineering. com 12151 SW 128 Court, Suite 104 Miami, FL 33186 Phone (305)969-YHCE Fax (305)969-9453 Youssef Hachem Consulting Engineering y � -.. fl• I i � S. -..n'`" S �,^R ' I North Elevation- Overhead Spall North Elevation- Overhead edge spall Property Search Application - Miami -Dade County Page 6 of 8 OFFICE OF THE PROPERTY APPRAISER Generated On : 5/21/2018 Property Information Folio: 01-3126-066-0010 Property Address: 2140 NW 12 AVE Miami, FL 33142-7746 Roll Year 2015 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL D2 7700 Square Ft. 359,807.00 $4,677,491 GENERAL D2 7700 Square Ft. 12,195.00 $121,950 Building Information The Building calculated value for this property has been overridden. Please refer to the Building Value in the Assessment Section, in order to obtain the most accurate value. Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft, Adj Sq.Ft. Calc Value 1 1 1938 48,263 1 2 1938 5,367 2 1 1942 28,229 3 1 1942 1,942 4 1 1971 15,040 4 2 1971 560 5 1 1979 15,466 6 1 1979 6,720 Extra Features The Extra Feature calculated value for this property has been overridden. Please refer to the XF Value in the Assessment Section, In order to obtain the most accurate value. Description Year Built Units Calc Value Patio - Concrete Slab 1987 408 Cooler Room - Refridgeration (200 sgft/Ton) 1979 30 Cooler Room - Refridgeration (200 sgft/Ton) 1979 7 Height Factor - Wall Area Above 16 ft 1979 848 Height Factor - Wall Area Above 16 ft 1979 2,720 Patio - Concrete Slab 1979 500 Plumbing Fixtures - Warehouse 1979 8 Plumbing Fixtures - Warehouse 1979 12 Cooler Room - Refridgeration (200 sgfUTon) 1978 30 Cooler Room - Refridgeration (200 sgft/Ton) 1977 3 Cooler Room - Area - Used with X/F #15 1977 374 Cooler Room - Area - Used with X/F #15 1975 1,254 Cooler Room - Refridgeration (200 sgft/Ton) 1975 10 Chain -link Fence 6-7 ft high 1974 1,088 Chain -link Fence 6-7 ft high 1974 657 Chain -link Fence 8-9 ft high 1973 32 Cooler Room - Area - Used with X/F #15 1973 12,198 A n_n https://www.miamidade.gov/propertysearchl 5/21/2018 ¥CE www.yhengineerIng.com Youssef Hachem Consulting Engineering June 4, 2018 City of Miami Building Department 444 SW 2 Ave Miami, FL Re: 40 Year Re -certification 2140 NW 12 Building 1201 Folio #: 01-3126-066-0010 CR: BB2018008721 Dear Official: 99 NW 27 Ave Miami, Florida 33125 Phone (305)969-YHCE Fax (305)969-9453 I, Youssef Hachem Ph.D., P.E., S.I., performed a structural inspection at the above referenced property. The purpose of this inspection is to confirm in a reasonable fashion that the building under consideration is safe for continued use under present occupancy. This inspection excludes environmental issues, building codes, zoning regulations, covenants, and easements. The building needs to be repair before an approved 40 year certification can be issued. At the current time, we respectfully request a time extension of 90 days until the repairs are complete. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of our knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. Please feel free to contact us if we may be of further service to you. • •q C-` .... fp s ��Y 47 No 302 "tom Youssef %acl e`:m -Ph.D., P.E. PE 43302 1Iit1 of c 1i xz i BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 535997 Transaction Date: Aug 27 2018 11:28AM Permit Number: Carly Grimm ( Miami Produce LU) (305)350-2352 FEE SUMMARY Fee Category Fee Code Fee Description Quantity Unit Type Amount HEARING BOARDS - APPLICATION/APPEAL MS-203 COMPREHENSIVE PLAN AMENDMENT 8.2500 ACRES $41,250.00 HEARING BOARDS - PUBLIC HEARING MS-228 PUBLIC HEARING - ADVERTISING 1.0000 UNITS $1,500.00 HEARING BOARDS - PUBLIC HEARING MS-216 CONCURRENCY REVIEW - SCHOOL BOARD 0.0000 N/A $150.00 HEARING BOARDS - PUBLIC HEARING MS-225 PUBLIC HEARING - MEETING MAIL NOTICE - NEIGHBORS 150.0000 NGH X HRGS $675.00 HEARING BOARDS - PUBLIC HEARING MS-226 PUBLIC HEARING - LU POLICY 1.5.4 117.0000 NGH X HRGS $526.50 HEARING BOARDS - PUBLIC HEARING MS-241 PUBLIC HEARING - MEETING MAIL NOTICE - APPLICANT/APPEALLANT 3.0000 HEARINGS $13.50 Total: $44,115.00 Rev. Jul/02/2012 Generated on Aug/27/2018 11:28 AM City of Miami ...The City of Miami,.. Reference Number: 2010254006-22 Date/Time: 09/11/2010 9:17:49 AM LM Payments 2018254006-22-1 Trans ID: 535997 Business Name: COM Fee Payment Fee Name: COMPREHENSIVE PLAN AMENDMENT Amount: $41,250.00 Fee Payment Fee Name: PUBLIC HEARING - ADVERTISING Amount: $1,500.00 Fee Payment Fee Name: CONCURRENCY REVIEW - SCHOOL BOAR D Amount: $150.00 Fee Payment Fee Name: PUBLIC HEARING - MEETING MAIL NO TICE - NEIGHBORS Amount: $675.00 Fee Payment Fee Name: PUBLIC HEARING - LU POLICY 1.5,4 Amount: $526,50 Fee Payment Fee Name: PUBLIC HEARING - MEETING MAIL NO TICE - APPLICANT/APPEALLANT Amount: $13.50 Total: $44,115.00 1 ITEM TOTAL: $44,115.00 TOTAL: $44,115.00 Check $44,115.00 Check Nbr: 00001505 Zip: Address: Total Received: $44,115.00 I , 1111111111M11111!11111111121111 Please visit us at www.miamigov.com *0 PUBLIC, F9, HENSIVE PLAN APPLICATI -PLANNING AND ZONING DEPARTMENT, HEARING BOARDS SECTION F 57444 SW:' 'd Avenue, 3`d Floor + Miami, Florida 33130 • Telephone 305-416-2030 www.miamicov.comlhearinq boards QI NOTICE Completion of s ., renew indices permitapplication meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnitapptirationvnti need et bescheckledeC fora pudic rearing In accordance%NM tlmellnes set forth In the Cltyor Miami Castle. The appf tletlecdon-miring body resew the permit application at thepubtic hearing artl rents eiNea recommendation or a final tlerizion. PZ-18-263 01/22/19 Welcome to the City of Miami! This application is intended to serve as a guide in assisting you with our public hearing process. Please feel free to contact us, should you have any questions. There is no deadline to submit this application as it is presented semi-annually to the Planning, Zoning and Appeals Board and the City Commission. The application submittal date is the date stamped by Hearing Boards' staff on this page. The responses to this application must be typed and signed in black ink, All pertinent and accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the time of filing, ie addition to the paid receipt. The applicant is responsible for the accuracy of the Information contained in the application and all supporting materials. Should you wish, you could bring the materials to our office for review prior to submittal to ensure completeness. You will be responsible, if needed, to bring an interpreter for the English language to any presentation before city boards, committees and the city commission. A valid power of attorney will be required if neither applicant or legal counsel representing the applicant execute the application or desire to make a presentation before city boards, committees and The city commission. All documents, reports, studies, exhibits (8Yzx11") or other materials submitted during this process will be kept as part of the record. Any documents offered to the Planning, Zoning and Appeals Board and the City Commission, which have not been provided fifteen (15) days before the meeting as part of the agenda materials will be entered into the record at the discretion of the aforementioned Board and Commission. ORDINANCE NO. 11469, CODIFIED IN CHAPTER 2, ARTICLE VI OF THE CITY CODE STATES THAT ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. Ordinance No. 12918 states that each person or entity requesting approval, relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees regarding any issue, shall disclose at the commencement (or continuance) of the public hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, for an agreement to support or withhold objection to the requested approval, relief or action. The Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit included in this package must be submitted with the application. The applicant must, at the commencement of any public hearing on the issue, if there is any disclosure to report, read the disclosure into the record. Also, the applicant must supplement the affidavit if there is any new information or additional information to disclose. Copies of City Commission resolutions and ordinances can be obtained at our website through the "Legislative Hub", or for certified copies, contact the City Clerk's Office at 305-250-5360. N'4 IEW COV EHENSIVE PLAN APPLICATI e refer to Se4ction 62-31 of the Miami City Code for Comprehensive Plan info Applcant(s):=nMiami Produce Center LLC Subject property address(es) and folio number(s): 3. Present designation(s): Industrial NOTICE Completion of s ., re.ew indices permit apptiatim meet rnitirmrn requirement under Murry aantl/or the City IN Miami Cock, only. his pmnit appLcation vntl reel et be su,mtetl for a pudic rearing In accordance tlmellnes set forth In the Cltyor mi Code. The appkabldecmon making body virmiew ppbcahon at thepubtic hearing ald rents eMea ',recommendation or a final ...ion. PZ-18-263 01/22/19 2140 NW 12th Avenue, 1243 NW 21 st Street, 1215 NW 21st Street: 01-3126-066-0010 4. Future designation(s): General Commercial 5. If the requested Land Use is approved, will a Rezoning be requested for consistency with the Zoning Atlas, per F.S. 163.3184(3)(e)? Yes (SAP) If yes, please contact Planning at 305-416-1400. 6. Has the designation of this property been changed in the last year? If so, when? No 7. Do you own any other property within 200 feet of the subject property? No If yes, has the property been granted a Land Use Change within the last year? 8. One (1) original, two (2) 11x17" copies and one (1) 8%x11 copy of the survey of the property prepared by a State of Florida registered land surveyor within six (6) months from the date of the application. 9. A clear and legible copy of the recorded warranty deed and tax forms of the most current year showing the present owner(s) and legal description of the property to match the legal description on the survey. 10. A clear and legible copy of the subject property address(es) and legal description(s) on a separate sheet, labeled as "Exhibit A", to match with the current survey's legal description. 11, At least two photographs showing the entire property showing land and improvements. 12. Copy of the lobbyist registration processed by the Office of the City Clerk, if applicable. 13. Affidavit of Authority to Act and the Disclosure of Ownership of all owner —and contract purchasers, if applicable —of the subject property. 14. For all corporations and partnerships indicated: a) Articles of Incorporation; b) Certificate from Tallahassee showing good standing, less than one (1) year old; c) Corporate Resolution or a Power of Attorney signed by the secretary of the Corporation authorizing the person who signed the application to do so; d) Non-profit organizations: A list of Board of Directors less than one (1) year old. 15. Certified list of owners of real estate within 500 feet of the subject property. 16. Original Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit. 17. Original Public School Concurrency Management System Entered Requirements form. Rev, 07-2013 2 COMPREHENSIVE PLAN APPLICATI 18. The subject property(ies) cannot have any open code enforcement/lien violations. 19. What is the acreage of the project/property site'? 8.25 acres NOTICE Completion of staff review inei,Mes permit application meets mitimrn requlrenents under Miami 2/and/or the City of Miami Code, only. Ms permit apWca,mn wane. ...he.. for a punk hearing In accordance Will timelines set fort In the Cly of Miami Code. The applicable decision -making body vnll review the permit application at ihepubtic hearing and render either recommendation or a hrel decision. PZ-18-263 01/22/19 20. What is the purpose of this application/nature of proposed use? Mixed -use Special Area Plan 21. Is the property within the boundaries of a historic site, historic district or archeological zone? Please contact the Planning and Zoning Department on the 3rd Floor for information. No 22. Is the property within the boundaries of an Environmental Preservation District? Please contact the Planning and Zoning Department on the 3rd Floor for information. No 23. Is the property within the Coastal High Hazard Area (CHHA)? Please contact the Planning and Zoning Department on the 3rd Floor for information and further instructions. No 24. What would be the anticipated duration of the presentation in front of the: X Planning, Zoning and Appeals Board 30-45 min. and/or X City Commission 30-45 min. 25. Cost of processing according to Section 62-22 of the Miami City Code*: a, Application to Amend the Comprehensive Neighborhood Plan per acre b, Advertising c. School Concurrency Processing d. Mail notice fee per notice e. Meeting package mailing fee per package $ 5,000.00 $ 1,500.00 $ 150.00 $ 4.50 $ 6.00 ''Fees over $25,000.00, shall be paid in the form of a certified check, cashier's check, or money order. gnature , "^" ;"� "n`,;e, Address Miami Produce Center, LLC By UTA Management, LLC, I its Manager By: Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management I, LLC, its Managing Member Name Robert S. Wennett on behalf of Miami Produce Center, LLC Telephone 305-538-9320 1111 Lincoln Road, Suite 760 Miami Beach, FL 33139 E-mail rwennettuiamanagement.com STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of iii,Jffr- , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is.1) personally known to me or ( ) produced a valid driver's license as identification. Suset Lopez COMwSSIoN / FF185370 EXPIRES: December 23, 2015 %FaTtiO www.AARONNOTARY.coM t tln„s (NOTARIAL SEAL) Notary PUbti Sign Name: Print Name:503e-4-- lFA-De- My Commission Expires: l d. f118 Rev. 07-20I3 COMPREHENSIVE PLAN APPLICATI AFFIDAVIT OF AUTHORITY TO ACT NOTICE Completion of staff review indicates permit apptiatlon meet un requlrenents under Miami 31and/or Me City of Miami Code, only. Ms permit apWcatbn will reed to...Med for a pudic hearing In accordanceWM a Vlnes set fort/nine Clay of Miami Code. The applicable pecicon-mating body will review Pannonia application at ihepubfc hearing and render althorn recommendation or a final decision, PZ-18-263 01/22/19 Before me this day, the undersigned personally appeared Robert S. Wennett , who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, including or not including responses to day to day staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. Further Affiant sayeth not. Robert S. Wennett on behalf of Miami Produce Center, LLC Applicant(s) Name Applicant(s) Signature /Miami Produce Center, LLC By, UTA Management, LLC, its Manager By, Urban Investment Advisors, LLC, its Member By: Wellspring Investments Management !, LLC, its Managing Member 3rrirr c yJ Mc rr�� STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 16 day of `t�J���i' , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He is (.-) personally known to me or ( ) produced a valid driver's license as identification, Suset Lopez WWW,AARO0OTARY,COM (NOTARIAL SEAL) CDMMiSS1014 / FF185370 EXPIRES: December 23, 2018 Notary P,uh,,; 1 Sign Name: Print Name:t52.Q± L o f My Commission Expires: Jd/A3 6 Rev. 07-2013 4 COMPREHENSIVE PLAN APPLICATI DISCLOSURE OF OWNERSHIP NOTICE Completion of staff review indicates permit apptiatlon meets .. un requirements under Miami 31and/or Me City of Miami Code,only. Ms permit apncmbn will need etfesCretded for a pudic hearing In accordance WM timelines set fort In Me Clay of Miami Code. The applicable decision -making body will review he permit application at ihepubfc hearing and render either recommendation or a final decision, PZ-18-263 01/22/19 1. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Miami Produce Center, LLC: see Exhibit'B" for all disclosures Percentage of Ownership 100% Subject Property Address(es) 2140 NW 12th Avenue. 1243 NW 21 st Street, 1215 NW 21 st Street Miami, Florida 33142 2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es) 1335 NW 21 st Terrace Miami, Florida 33142 Robert S. VVennett on behalf of Miami Produce Center, LLC Owner(s) or Attorney Name Legal Description(s). Lots 31 through 45, inclusive, Block 7r Braddock Subdivision No, 3, PB 2, Page 7 Owner(s) or Attorney Signature Miami Produce Center, LLC By: UlA Management, LLC, its Manager By: Urban Investment Advisors, LLC, tts Member By: Wellspring Investments Management I, LLC, its Managing Member STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this / ice: day of ; , 2018, by Robert S. Wennett, the Managing Member of Wellspring Investments Management I, LLC, a Delaware limited liability company, the Managing Member of Urban Investments Advisors, LLC, a Delaware limited liability company, the Sole Member of UTA Management, LLC, a Delaware limited liability company, the Manager of Miami Produce Center, LLC, a Delaware limited liability company, on behalf of such limited liability companies. He iso) personally known to me or ( ) produced a valid driver's license as identification. Suset Lopez EOMMISSION a F€185370 EXPIRES: Decambet 23. 2018 www.AA. oNHoTAAV.cO1 (NOTARIAL SEAL) Notary Pu Sign Name: Print Name: `-1-C rl My Commission Expires: Rev. 07-2013 5 Exhibit "A" NOTICE Completion of s ., neaew indices permit appl'r.n meet rnitirmrn requirement under Morro aantl/or the City of Miami Castle, only. his pmnit appticaton vnti reel b be so,mUetl for a pudic rearing In accordance amellnes set forth In the Clryor f tl Miami Castle. The appdecdon-mring body vig resew the pemit application at thepubtic hearings ld rents eiNea recommendation or a final ...ion. PZ-18-263 01/22/19 Addresses: 2140 NW 12th Avenue, 1215 NW 21 st Street, and 1243 NW 21 st Street Folio: 01-3126-066-0010 ALL OF TRACT t'A" =:F TAVILLA REALTY ASSOCIATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECUki1ED IN PLAT BOOK 105, PAGE 88 OF THE PUBLIC RECORDS OF MIAMI-DADE FLORIDA, LESS & EXCEPT THE FOLLOWING DESCR BED PROPERTY: 'VENCE AT THE INTERSECTION OF THE MONUMENT LINE OF N.W. 12TH AVENUE AND THE •.iAENT LINE OF N.W. 21ST STREET, AS SHOWN ON SAID TAVILLA REALTY ASSOCIATES :,„„DIVISION: THENCE RUN 5 87°47'00- 'I+" ALONG SAID MONUMENT LINE OF N.W. 21ST STREET, FOR 55.1 6 FEET; THENCE RUN N 2' 13'00" W, FOR 25.00 FEET TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID TRACT "A", SAID POINT BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE RUN S 87'47'00" W ALONG SAID SOUTH LINE FOR 19.08 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS S 2° 1 3'OO" E; THENCE NORTHEASTERLY 39.43 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'21'57" TO A POINT OF TANGENCY; THENCE RUN N 2°34'57" W, FOR 560.96 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 89°37'41 "; THENCE NORTHWESTERLY 39.1 1 FEET ALONG SAID CURVE TO A POINT OF CUSP WITH A TANGENT LINE; THENCE RUN N 87'4-7'22" E ALONG SAID TANGENT LINE, SAID LINE ALSO BEING THE NORTH LINE OF SAID TRACT "A", FOR 20.84 FEET TO A POINT OF CURVATURE DF A CURVE CONCAVE TO THE SOUTHWEST, H .vING A RADIUS OF 25-00 FEET AND A CENTRAL ANGLE OF 89'48'31 "; THENCE RUN SOUTHEASTERLY 39.19 FEET ALONG SAID CURVE TO A POINT OF TANGENCY; THENCE RUN S 2'24'07" E ALONG THE EAST LINE OF SAID TRACT "A", FOR 360.95 FEET TO A QOINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90'11'08"; THENCE SOUTHWESTERLY 39.35 FEET ALONG SAID CURVE TO THE POINT OF TANGENCY, SAID POINT BEING THE POINT OF BEGINNING. MIAMI 5894698.1 83329/85503 Nonmember -Manager of Miami Produce Center, LLC) UTA Management, LLC Robert S. Wennett Revocable Trust 85.00% Vote & Capital* 76.50% Operating Profits 73.10% Sale Profits Beneficiary: Robert S. Wennett Exhibit "B" Disclosure of Ownership Miami Produce Center, LLC i Mario Cader-Frech Revocable Trust 15.00% Vote & Capital* 13.50% Operating Profits 12.90% Sale Profits Beneficiary: Mario Cader-Frech Jeff Weinstein Nonvoting Interest 5.00% Operating Profits** 7.00% Sale Profits** * capital interests entitled to 10%cumulative preference ** 5.00%profits interests subject to five-year vesting; 7.00%profits interests vest on sale ofproperty NOTICE CerpleAan of staff mmwintliMes permit appliadan meet rnitirmrn requirement under Muni 21ancl/or the City of Miami Cock, only. his permitanW vl nwill reel b besu,¢Iheetl bra pu is lezrng In accordance wIM limellnes set bbrill ody the Cltyof Miami Code. The applicable ckcison-maMng bodyvlg re.iew the petit application at Mepublic heariiged rendereiNea recommendation or a ling Eedzun. PZ-18-263 01/22/19 Mary Jessica Woodrum Nonvoting Interest 5.00% Operating Profits** 7.00% Sale Profits**