Loading...
HomeMy WebLinkAboutMUSP BinderHYDE MIDTOWN (f/k/a MIDTOWN 3) MAJOR USE SPECIAL PERMIT City of Miami November 2013 ARCHITECT: ARQUITECTONICA LANDSCAPE ARCHITECT: ARQUITECTONICAGEO CIVIL ENGINEER: Consulting Engineering & Science, Inc. SURVEYOR: Schwebke-Shiskin & Associates, Inc. ATTORNEYS: Greenberg Traurig, P.A. ECONOMIC STUDY: Sharpton, Brunson $ Company, P.A. MAJOR USE SPECIAL PERMIT Prepared by: ARQUITECTONICA CONSULTING ENGINEERING & SCIENCE, INC. GREENBERG TRAURIG, P.A PRH INVESTMENTS, LLC SHARPTON, BRUNSON & COMPANY, P.A. TABLE OF CONTENTS I, Project Information A. Letter of Intent B. Major Use Special Permit Application C. Zoning Write -Up and Zoning Referral D. Zoning and Land Use Maps E. Warranty Deed F. Certificate of Good Standing G. School Concurrency Application H. Lobbyist Registration I. Directory of Project Principals II. Project Description 1. Project Narrative 2. Survey III. Supporting Documents Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Study Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Environmental Study Tab 6 Drawings Submitted PROJECT INFORMATION ARTICLE I. Project Information A. Letter of Intent B. Major Use Special Permit Application C. Zoning Write -Up and Zoning Referral D. Zoning and Land Use Maps E. Warranty Deed F. Certificate of Good Standing G. School Concurrency Application H. Lobbyist Registration I. Directory of Project Principals reenbergTraurig Iris Escarra Telephone:(305) 579-0737 Facsimile: (305) 961-5737 E-Mail: escarrai@gtlaw.com December 5, 2013 Mr. Anel Rodriguez Clerk, Hearing Boards City of Miami 444 S.W. 2nd Avenue, 7th Floor Miami, FL 33130 Re: Letter of Intent for Hyde Midtown- Major Use Special Permit Dear Mr. Rodriguez: On behalf of PRH Midtown 3, LLC ("Owner"), please accept the following as our request for approval of a Major Use Special Pei it for the Hyde Midtown project. This phased project will consist of a 31 story building with 400 residential dwelling units with 439, 291 s.f. of residential, 80 hotel rooms with 38,665 s.f. of hotel, 21,745 s.f. of retail and 526 off street parking spaces pursuant to Article 2, Section 2.2.1 and Appendix C, Section 627 of the Miami21 Code. Should you have any questions, please call me at (305) 579-0737. Thank you very much for your attention to this matter. Iris Escarra MIA 183604964v1 GREENBERG TRAURIG, PA. ATTORNEYS AT LAWN E WWW.GTLAW.COIvi 333 S.E. 2nd Avenue Suite 4400 ia Miami, FL 33131-3238 cl Tel 305.579,0500 gi Fax 305.579.0717 PLANNING AND ZONING DEPARTMENT, HEARING BOARDS SECTION 444 SW 2nd Avenue, 3rd Floor • Miami, Florida 33130 • Telephone 305-416-2030 www.miamigov.com/hearing boards MAJOR USE SPECIAL PERMIT Welcome to Hearing Boards! This application is intended to serve as a guide in assisting you with our public hearing process. Please feel free to contact us at the number above, should you have any questions. Before submitting this application for Major Use Special Permit (MUSP), you shall confer with the zoning administrator and the director of the Planning Department or their designee to obtain information and guidance before initiating the process. The deadline to file the complete application with supporting documents is the first five working days of each month from 8:00 am until 3:00 pm, except on the fifth day, at 12:00 pm. 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. Please note that pursuant to Section 1304.2.2 of the Miami Zoning Ordinance, no application shall be deemed to have been filed unless and until the application shall have been completed. All pertinent and accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the time of filing, in 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 before the deadline 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 (8'/2x11 ") 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. Final approval of this MUSP application shall consist of an executed resolution by the Miami City Commission and a development order, which specifies the conditions under which this MUSP application is approved. Copies of City Commission resolutions can be obtained at our website through the "Legislative Hub", or for certified copies, please contact the Office of the City Clerk at 305-250-5360 or at 3500 Pan American Drive, 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. Rev. 07-2013 MIA 183593343v1 Applications given to customers do not constitute action from the City of Miami without plans review and written comments from the Office of Zoning. MAJOR USE SPECIAL PERMIT 1, Project name: HYDE MIDTOWN 2. Applicant name(s): Iris Escarra, Esquire on behalf of PRH Midtown 3, LLC 3. Subject property address(es) and folio number(s): approx.. 3401 NE 1 Avenue — Folio No. 01-3125-085-0001 4. One (1) original survey dated within six (6) months from the date of application prepared by a State of Florida registered land surveyor. 5. One (1) original 24x36" plan, signed and sealed by a State of Florida registered architect or engineer showing property boundaries and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. 6. After Hearing Boards, Public Works, Zoning and Planning initial and date the plans, 11x17" copies of the original plan, including the survey, to be incorporated in the MUSP binders. 7. After obtaining signatures from the above departments, two (2) 11x17" and one (1) 81/2x11" copies of the original plan, in addition to the survey. 8. Current Zoning Referral and Write -Up signed by Office of Zoning designee. 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. 2 Rev. 07-2013 MIA 183593343v1 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. 18. The subject property(ies) cannot have any open code enforcement/lien violations. 19. What is the acreage of the project/property site? 1.54 acres 20. What is the purpose of this application/nature of proposed use? Approval of a Major Use Special permit for the Hyde Midtown project. This phased project will consist of a 31 story building with 400 residential dwelling units with 439,291 s.f. of residential, 80 hotel rooms with 38,665 s.f. of hotel, 21,745 s.f. of retail and 526 off street parking spaces pursuant to Article 2, Section 2.2.1 and Appendix C, Section 627 of the Miami21 Code. 21. Is the property within the boundaries of a historic site, historic district or archeological zone? Please contact the P►anning 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. What would be the anticipated duration of the presentation in front of the: X Planning, Zoning and Appeals Board 30 mins and/or x City Commission 30 mins 24. An executed Traffic Sufficiency Letter from the City of Miami's traffic consultant. 25. Maps showing the adopted comprehensive plan and existing zoning designations of the area. 26. General location map showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project. 3 Rev. 07-2013 MIA 183593343v1 27. Concept Plan: a) Site plan and relevant information. b) Relationships to surrounding existing and proposed uses and activities, systems and facilities. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, changes of zoning or exemptions. 28. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). 29. Twenty (20) MUSP books —including an original —containing 8 1/2 x 11" copies of the above information, including this application and any other pertinent documents. 30. One (1) electronic copy of every document included in the MUSP book, individually scanned in ".pdf" form. For example: 1) Outside Cover, 2) Inside Cover, 3) Table of Contents, etc. 31. Cost of processing according to the Miami City Code to be determined at time of filing.* *Fees over $25, 0t0. ?0, shal e paid in the form of a certified check, cashier's check, or money order. Name Iris Escarra, Esq. Mailing Address 333 Avenue of the Americas Miami, FI 33131 Telephone 305-579-0737 E-mail escarraigtlaw.com STATE OF FLORIDA -- COUNTY OF MIAMI-DADE �j �, The foregoing was acknowledged before me this �1r� (P day of a 7 g t/ A 20 ) , by Iris Escarra, Esquire who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is personally known to me or who has produced as identification and who did (did not) tale an oath. (Stamp) 4 Signature MARISOL ROORIGUEZ s Notary Public - State of Florida Yi= My Comm. Expires Sep 27, 2014 Commission # EE 30092 Rev. 07-2013 MIA 183593343v1 AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared Iris Escarra, Esquire , 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, Xincluding or 0 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. Iris Escarra, Esquire Applicant(s) Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE pplicant(s) Signature T e foregoing was acknowledged before me this day of 20 , by Iris Escarra, Esquire who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is personally known to me or who has produced as identification and who did (did not) t. r - . n oath. (Stamp) 5' MIA 183593343v1 ure MARISOL RODRIGUEZ .1 Notary Public • State of FloridaF My Comm Expires Sep 27. 2014 Commission # EE 30092 v. 07-2013 1 DISCLOSURE OF OWNERSHIP 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, wit h 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. PRH MIDTOWN 3, LLC Owner's Name(es) See attached Exhibit "B" Percentage of Ownership approxiqately 3401 NE 1 Avenue Subject Property Address(es) 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): None Carlos Rosso Owner(s) or Attorney Name Owner(s) or Attorney Signature STATE OF FLORIDA — COUNTY OF MIAMI-DADE T e foregoing was acknowledged before me this 3 20 , by Carlos Rosso who is a(n) individual/partner/agenticorporation of PRH Midtown 3, LLC a(n) individual/partnership/corporation. Fie/She is personally known to me or who has produced as identification and who did (did not) take an oath. c\ti Si'nature (Stamp) MIA 18339758 SUSIE PEREZ 4.tr:"qt"r= *: !A '14 MY COMMISSION # EE 197407 EXPIRES: May 9, 2016 4,14ki.:;,s Bonded Thru Notary Public Underwriters cok day of De Le/ 6 } 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: HOME ADDRESS: CITY: (First Name) (Middle) (Last Name). (Address Line 1) (Address Line 2) STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME PRH Midtown 3, LLC BUSINESS ADDRESS: 315 S. Biscayne BLvd (Address Line 1) Miami, Florida 33131 (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. Approval of Hyde Midtown Major Use Special Permit located at 3401 NE 1 Ave, Miami, Fl 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 0 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. n, / a b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. n/a 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 hg same issue shall be reviewed or considered by the applicable board(s) until e . iration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Signature t $ tto S Print Name Sworn to and subscribed before me this 3rA day of ✓iX.Jm Or , 204 3 . The foregoing instrument was acknowledged before me by CO ICOSW , who has produced as identification and/or is personally known to me and who did/did not take an oath. STATE OF FLORIDA OF MIAMI rCITY MY COMMISS EXPIRES: ' )CQ SUSIE PEREZ MY COMMISSION Sys l'e Notary ,� p 1 e # EE 197407 C"lt /b Enclosures) I EXPIRES. Mdy 9, 2010 rig:. Bonded Thru Notary Public Underwriters Print Name Doc. No.:86543 Page 2 Exhibit "A" LEGAL 0E5CR1P710N• Parcel B — Midtown 3 Property. Tract G of MIOrOKN MIAMI EAST, according to the plat thereof, os recorded in Plat Book 161, at Page 77 of the Public Records of Miami —Dade County, Florida. EXHIBIT "B" PRH Midtown 3, LLC breakdown of ownership: 50% Owner: PRH Midtown 3 Member, LLC 50% Owner: Dezer Midtown Holdings, LLC PRH Midtown 3 Member, LLC breakdown of ownership: 100% Owner: PRH Investments, LLC PRH Investments, LLC breakdown of ownership: 100% Owner: Perez Ross Holdings, LLC Perez Ross Holdings, LLC breakdown of ownership 75% Owner: Jorge M. Perez Holdings, Ltd 25% Owner: Related NY Holdings, LLC (Minority Member) Jorge M. Perez Holdings, Ltd 1% Owner: JMP Holdings GP, LLC (100% owned by Jorge M. Perez, individual) 1% Owner: Related Florida, Inc (100% owned by Jorge M. Perez, individual) 15% Owner: Jorge M. Perez 2002 Family Trust 15% Owner: Jorge M. Perez 2012 Family Trust 68% Owner: Jorge M. Perez, Individually Related NY Holdings, LLC 100% Owner: Stephen Ross, Individually MIDTOWN 3 3401 N.E. 1sT AVENUE MIAMI, FLORIDA SD-27.1 MIDTOWN MIAMI EAST SPECIAL DISTRICT APPLICATION FOR A MAJOR USE SPECIAL PERMIT, SUBJECT TO COMPLIANCE WITH ARTICLE 2 SECTION 2.2.1.1 AND APPENDIX "C" SECTION 627.1.3.1 OF THE MIAMI 21 ZONING CODE, THE CITY CODE AS AMENDED, AND TO ALL APPLICABLE CRITERIA, CONSIDERATIONS AND/OR OTHER REGULATIONS. Pursuant to Article 2 Section 2.2.1.1 and Appendix C Section 627.1.3.1 of the Miami 21 Zoning Code, as amended, the subject proposal for Midtown 3 located at 3401 N.E. 1st Avenue Miami Florida, has been submitted and reviewed to allow an application for Major Use Special Permit Resolution, subject to all applicable criteria; The Midtown 3 is located on track "G" of Buena Vista Yard East, which was declared a phased project by the City of Miami Planning and Zoning Department on April 6, 2004. This phased project Midtown 3 will be comprised of; a 31 Story building of 400 residential dwelling units with 439,291 square feet of floor area, 80 hotel rooms with 38,665 square feet of floor area, and 526 off-street parking spaces. 209 residential units out of the 400 total units will be allocated to Midtown pursuant to Covenant in lieu of the Master Plan tracking table. MAJOR USE SPECIAL PERMIT, as per Article 2 Section 2.2.1.1 and Appendix C Section 627.1.3.2 of the Miami21 Code, to allow residential units in a single building that exceed four hundred (400) dwelling units. The Major Use Special Permit encompasses the following Special Permit and the additional requests: CLASS II SPECIAL PERMIT, as per Appendix C, Section 627.1.3.1, Class II Special Permit, to allow the construction of a new residential building in SD-627.1 Midtown Miami East Special District CLASS II SPECIAL PERMIT, as per Appendix C, Section 627.1.17(3), Class II Special Permit, to allow maneuvering of loading trucks within the public right of way (East Coast Avenue) REQUEST, for waiver of CHAPTER 36 NOISE, Section 36-6 Construction Equipment (a) permitting the operation of construction equipment exceeding the sound level of a reading of 0.79 weighted average dBA at any time and/or day subject to the City Manager Exception pursuant to Section 36-6 (c) and all the applicable criteria. REQUEST for applicable MAJOR USE SPECIAL PERMIT, that the following conditions be required at the time of issuance of Shell Permit instead of at issuance of Foundation Permit: The requirement to record in the Public Records a Declaration of Covenants and/or Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner and/or a mandatory property owner association; And the requirement to record in the Public Records a Unity of Title or a covenant in lieu of a Unity of Title. I(.2z- 1�i Irene Hegedus Date Zoning Administrator Address City of Miami .. , 6 0-2,,,.-... •,..--..- MIAMI 21 CODE -ZONING REFERRAL .474?///1/,4 / Heating 139ai.d (Plahning Dept) ..... , .... . . 444 Southwest 2nd Avenue4id,ftooi, ' . ..., rvliarni, 'Florida 33130 of property(ies): /11;43(//4W41 3 Attached documents for the following permit application: Waiver appeal [ Exception 1SpecaI Area Plan Warrant appeal Am endmend to the Code lzoning Change Variance Other 414/67:› COMMENTS: ... Asr—Mr: , .f..- i i / °file , oning Da e City c_ iami - Zoning Application Pa, of 1 dress • httn://mans.miamiais.com/miamizonin2site/ 11/25/2013 City o -iami - Zoning Application Pad of 1 httn://mans.miamigis.com/miamizonin2site/ 11/25/2013 Prepared by and after recording return to: Kimberly S. LeCompte, Esq. Greenberg Traurig, P.A. 333 SE 2"d Avenue Miami, Florida 33131 SPECIAL WARRANTY DEED STATE OF FLORIDA WHIM I /11,111111/111111/1 i3�..:• 3" "'d ,�:1° :i .. i.. ,...A R 5• .li. !!...a d"J.Y h_.II .lt. OR PA< 28918 P, 088 .... 109: (4P9s: DEED DO,, TAX 2r6l.al; ,. 00 BURTAX 54P 45II,00 i'i :l ll! s'-'DfiDl::: i;:i:)?.il'': I'` , FLORIDA l.;si § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF MIAMI-DADE THAT MIDTOWN OPPORTUNITIES IIB, LLC, a Delaware limited liability company (herein called the "Grantor"), whose mailing address is 3301 NE 1" Avenue, Suite 109, Miami, Florida 33137, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration to it paid by PRH MIDTOWN 3, LLC, a Florida limited liability company (herein called the "Grantee"), whose mailing address is 315 S. Biscayne Blvd., Miami, Florida 33131, the receipt and sufficiency of which are hereby acknowledged, has GRANTED., BARGAINED, SOLD, and CONVEYED, and by these presents does hereby GRANT, BARGAIN, SELL, and CONVEY, unto Grantee, in fee simple absolute, all the land situated in Miami -Dade County, Florida, and more particularly described on ExhibitA hereto (the "Property"), together with the rights, privileges, easements, entitlements, covenants and benefits appurtenant to such land, if any, and all right, title and interest of Seller (whether now or hereafter existing) in and to any land lying in the bed of any street, alley, road or avenue (whether open, closed or proposed) within, in front of, behind or otherwise adjoining the land or any of it, including, without limitation, such rights along the "Private Road" identified as Tracts J, K, and L of the Midtown Miami East Plat, recorded in Plat Book 161 at Page 77 of the Public Records of Miami -Dade County, Florida. Subject, however, to the exceptions set forth in Exhibit B attached hereto and made a part hereof (said exceptions being called the "Permitted Exceptions"). TO HAVE AND TO HOLD the Property, subject to the Permitted Exceptions, as aforesaid, unto Grantee, its successors and assigns, FOREVER; and Grantor does hereby bind itself and its successors and assigns to SPECIALLY WARRANT AND FOREVER DEFEND all and singular the Property unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof, by, through or under Grantor, but not otherwise. [the remainder of this page is left blank] MIA 183576270v4 EXECUTED on this the d 6 day of November, 2013. Sign e ealed and delivered in the presence of GRANTOR: h se witnesse': limited liability c p,.ant- -w tness: PrikName. 11442 By MIDTOWN OPPORTUNITIES IIB, LLC, a Delaware Witness: Print Name: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was aCnowledged before me this/ day of November, 2013, by J,rl}C 0``a.."<ht;-`=' (1 -- of MIDTOWN OPPORTUNITIES IIB, LLC, a Delaware limi ed liability company on behalft'the company. He or she ( ) is personally known to me or /) 4 provided 1,/e .4e ci�h e for identification. Given under my hand and official sea1)h day of November, 2013, Notary Public (signature of Not y Public) My -Commission Expires: MARIIZA S. HERNANDEZ +, +a+ MY COMMISSION # EE Og6667 '�•.t, EXPIRES: August 27, 2014 Boiled Thni Notary Public Underwriters Exhibit "A" Property Tract G of Midtown Ivliam i East, accordingly to the plat thereof, as recorded in Plat Book 161, at Page 77 of the Public Records of Miami -Dade County, Florida ALSO KNOWN AS: All condominium units in'F IREB MIDTOWN MIAMI CONDOMINIUM, according to the Declaration thereof, recorded July 26, 2012 in Official Records Book 28204, Page 3759, as amended by that certain First Amendment to Declaration of Condominium for Three Midtown Miami Condominium recorded October 1, 2012 in Official Records Book 28294, Page 1079 and that certain Second Amendment to Declaration of Condominium for Three Midtown Miami Condominium recorded October 22, 2012 in Official Records Book 28323, Page 3079, all of the Public records of Miami -Dade County, Florida, as amended, supplemented and/or modified from time to time, together with an undivided interest in the common elements appurtenant thereto Exhibit "13" Permitted Exceptions I, Taxes and assessments for the year 2013 and subsequent years, which are not yet due and payable. 2. Covenants, conditions, and assessments contained in that Notice of Establishment of the Midtown Miami Community Development District dated January 7, 2004, and recorded on January 8, 2004, in Official Records Book 21960, at Page 4164, as affected by Final Judgment validating the Midtown Miami Community Development District Special Assessment Bonds in the aggregate amount principal amount of not to exceed $110,000,000 entered on May 3, 2004, in Circuit Case No. 04-03030, and recorded on May 25, 2004, in Official Records Book 22331, Page 4413, and as affected by Declaration of Consent of Jurisdiction of Community Development District and to Imposition of Special Assessments recorded September 1, 2004, in Official Records Book 22626, Page 1016. 3. Covenants, conditions, and restrictions contained in that Declaration of Restrictive Covenants, recorded on January 23, 2004, in Official Records Book 21994 at Page 4304. 4. Agreement for Water and Sanitary Sewage Facilities between Miami -Dade County and Biscayne Development Partners LLC recorded March 12, 2004, in Official Records Book 22118, Page 0181. 5. City of Miami, Miami -Dade County, and Owner's Plat Restrictions, appearing on the Plat of MIDTOWN MIAMI EAST, according to the Plat thereof recorded in Plat Book 161, at Page 77, 6. Covenants, conditions, easements, and restrictions set out in that Declaration of Restrictive Covenants in Lieu of Unity of Title recorded July 23, 2004, in Official Records Book 22510, at Page 1102, as amended by Addition of Property to Declaration of Restrictive Covenants in Lieu of Unity of Title recorded in Official Records Book 27916, Page 1662. 7, Terms, provisions, covenants, conditions, restrictions, assessments, easements, options, liens, and other matters established by the Declaration of Condominium described in Schedule A herein, and recorded in Official Records Book 28204, Page 3759, and amendment(s) thereto which are recorded in Official Records Book 28294, Page 1079, and in Official Records Book 28323, Page 3079, as may be further amended, 8. Survey prepared by Schwebke-Shisken & Associates, Inc. most recently updated as of September 20, 2013 under File No. AJ-5057 reveals encroachment of pavers and 2' concrete strips along the northerly line of subject property. 9. Covenants, conditions, and restrictions set out in that Declaration of Allocation of Development Rights, recorded July 22, 2013, in Official Records Book 28734, Page 1224, 10. All applicable laws and zoning ordinances. Note: Recording information refers to the Public Records of Miami -Dade County, Florida HFR Or kp,•Y WUNESS my hat, • i_Otzlt.)la, i )liN 1 Y C 13 d trltgy' copy of the n�yot 70 __ , A Ca Bt YY(1 o frci7t sew. f11K, oitircwtaf i:i fl e artment of State I certify from the records of this office that PRH MIDTOWN 3, LLC, is a limited liability company organized under the laws of the State of Florida, filed on September 6, 2013. The document number of this company is L13000126440. I further certify that said limited liability company has paid all fees due this office through December 31, 2013, and its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-fifth day of November, 2013 Secretary of State Authentication ID: CU0701714345 To authenticate this certificate,visit the following site,enter this ID, and then follow the instructions displayed. https://efile.sunbiz.orgicertauthyer.html n;?;. City of Miami �^p ,,. Public School Concurrency Concurrency Management System Entered Requirements Applicant Fields Information Application Type Public Hearing Application Sub -Type MUSP Application Name * PRH Midtown 3, LLC Application Phone * 305-460-9900 Application Email * crosso@relatedgroup.com Application Address * 3401 NE 1 Avenue Contact Fields Information Contact Name * Iris Escarra, Esquire Contact Phone * 305-579-0737 Contact Email * escarrai@gtlaw.com Local Govt. Name City of Miami Local Govt. Phone 305-416-1200 Local Govt. Email dbenjamin(d/miamigov.com Property Fields Information Master Folio Number * 01-3125-085-0001 Additional Folio Number Total Acreage * 1.54 Proposed Land Use/Zoning * Restricted Commercial Single -Family Detached Units * 0.00 Single -Family Attached Units (Duplex) * 0.00 Multi -Family Units * 440.00 Total # of Units * 440.00 Name of Proposed Subdivision * n/a Tentative (T-Plat) Number (OFFICIAL USE ONLY) n/a 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 rra Owner(s)/Attorney/Applicant Name STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing was acknowled ed befo e me tars 20 / 2 , by wne'( /Attorney/ pplicant Signature day of who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is personally known to me or who has produced %thd-L, as identification and who did (did not) take an oath, (Stamp) MARISOL RODRIGUEZ Notary Public - State of Florida My Comm. Expires Sep 27, Y014 Commission # EE 30092 • RENEWAL CITY OF MIAMI Office of the Cl'tiClerk, 3500 Pan American Drive, Miami, FL 33133 Phone: (305) 250 5360 LOBBYIST REGISTRATION For Office Use Only: Check# .' 99,//69 Receipt# 2 2 Ethics Certificate (1) Lobbyist Name Escarra, Iris Last Name, First Name, Middle Initial Business Phone- 305-579-073.7 Business Address 333 Avenue of -the Americas, Miarrti, .Florida. Zip 33131 E-Mail Address esearrai@gtlaw.com • (2) Principal Represented PRH Midtown 3, LLG (3) Principal's Business Address 315 S. Biscayne Blvd, Miami, Florida Zip 33131 (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). Approval of Major Use Permit application for Hyde Midtown project located at approxiately 3401 NE 1 Avenue, Miami, Florida (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 intends 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 1 have read or am familiar with the provisions contained in Sections 2-651 through 2-658 of the City including "annual registration, withdrawal, reporting requirements, deft • violations and contingency fees." State of Florida, County of Miami -Dade Sworn to and subscribed before me this o2J day of `) -vwh-e4 , Z /3 Miami Code, as amended, ions, examin}ons, penalties for Lobbyist Signature ,,,,,,,,,, Notary or Deput (1 rk ,OP' Poe'. ARISOL RuDfirti Notary Public - State of Florida My Comm. Expires Sep 27, 2014 Commission # EE 30092 ?,,o` Note: KnnuaiRegistration Fee: Effective through 12/31/2011 Application: Architect: Landscape Architect: Traffic: Site Utility: Economist: Environmental: Attorneys: DIRECTORY OF PROJECT PRINCIPALS HYDE MIDTOWN PRH Midtown 3, LLC 315 S. Biscayne Blvd Miami, Florida 33131 Telephone: (305) 460-9900 Contact: Carlos Rosso Arquitectonica 2900 Oak Avenue Miami, Florida 33133 Telephone: (305) 372-1812 Contact: Anna Caruso Arquitectonica GEO 2900 Oak Avenue Miami, Florida 33133 Telephone: (305) 372-1812 Contact: Ben Hutchen David Plummer & Associates 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 Telephone: 305-447-0900 Contact: Juan Espinosa Consulting Engineering and Science, Inc. 10700 North Kendall Drive, Suite 400 Miami, Florida 33176 Telephone: 305.378.5555 Contact: Richard B. Bochnovich, P.E. Sharpton, Brunson & Company, P.A. 1 S.E. Third Avenue, Suite 2100 Miami, Florida 33131 Telephone: (305) 374-1574 Contact: Daryl Sharpton Consulting Engineering and Science, Inc. 10700 North Kendall Drive, Suite 400 Miami, Florida 33176 Telephone: 305.378.5555 Contact: Richard B. Bochnovich, P.E. Greenberg Traurig, P.A. 333 Avenue of the Americas Miami, Florida 33131 Telephone: (305) 579-0703 Contact: Iris Escarra PROJECT DESCRIPTION ARTICLE II. Project Description 1. Project Narrative 2. Survey Hyde Midtown MAJOR USE SPECIAL PERMIT PROJECT DESCRIPTION Hyde Midtown is proposing a new mixed use development located at 3401 N.E. 1st Avenue, Miami, Florida. The property consists of 1.54 acres. Hyde Midtown will consist of 440 dwelling units: 400 Residential units on a 32- story building and 80 Hotel rooms lining a parking structure with 526 parking spaces. It will include two swimming pools, Spa and amenities. Entrances for both the residential and the hotel components are on NE 34th Street. Access to the ground floor parking area and the garage structure are on East Coast Avenue along the Florida East Coast Railway. Building residents and guests will be able to choose between valet parking and self -parking. The architects while designing the building were sensitive to the vibe of the areas adjacent to the site such as Wynwood and the Design District, maximizing the mixed use liveliness of the urban fabric together with the density required for these activities to be viable. The impact of the parking garage is minimized by lining the structure with active uses on the three street frontages and adding retail and food and beverage establishments to create a vibrant and pedestrian friendly experience. 1 SUPPORTING DOCUMENTS ARTICLE III. Supporting Documents Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Study Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Environmental Study Tab 6 Architectural drawings a 11,11I Of. I11.5111 D. MST • 51111150.1102 .,m„ ro` .0" arr group, mrr,�-,ir r+ar :ar .11 lial5 ara AYE 11423122 22.42.02.1 /3 • o 051, IIYAamt p • .Avw vAm ma ® norworpe r"m41. .ml'wP.`, "e511. WINO, W▪ OO MY. 1514I psmw..v rawrw caaawC SCALE m 4 ropy, 0.225.202 wa.r-,.. GWI£113112 FE (2an£ 222 LOCATION SKETCH a w2e22 215. 5. 25-50-41 .•.we.wrrrrt..e.v✓ k✓. 95..Nav ..,..�2.2. Ana m.,wme...vspm.. a.. 222.,2 ..ia M, ro.. 22. •m. a i. earrw 1m.em r.>mib ee oom.ev. v..a=.5 m:5.. ...a..mr�.,ram, ana rr re. ammwvManmr o-rm..a a.e,®..i3OAT, a w.. orra amwer n..,ro rmzea .555 r aim W. mw. (tea Ea sr.rl ..n cm 2.moan +.e. �wh:rr z.'e lWrr M'e/ ✓ '•e s.nm�.rmxan+.vr:J AM raw 9mA roan lam..aw�swireA�e.x.wrw.r-y.r*r swAr n+✓ee•r.wmss....e m.s m. , 2 nen 15252M.2 rti:-,uurr 2.52 Gas rm� Pm* PP wrmarom.r wrr usA +uiv rPnwrw nr.o. 22. sea.A. .rl rl mum.rr.,ariwwrura.. a.memm.mZ er.mm. w=>w.r�M ly pomm m<xoNarna Pe..az l22 22Frk061.0 2222 r.a.aall, ...nn rr tils.mn �ma�+suw n'ry+.;r«( Nrra "'jrau wwrwaa�rrhoerrwmnr wlw mmrw • " a 11a2.2. a. .., ...vm...112,aa 1.91®r.22_.2Iw23r21.wrtr siren.✓ nc no 4..e..m.rwia, w w ks on + • Gus' r✓crA) . £K .remes... mc2.m s. A £.r Goal A-.. Pe .e ..r eta...✓ m er✓ele 2.. 2929.e uA2 me.mr.. r..ars (Aa.:n) +1 PM b.u,uunlA 1.14 a 29. ..90 Rd49..1..9. 9 2) La *13* Awmx f r 3) hm✓.g 3.4✓A CI RI4YCY!S 17R1R7CARCK- mr b m 202 rcSuva 0* mpm....� m- N WAGm tm. tW. L.I.. Nrvi ea.... .r �mm.. ea. Nh Ae*7rr ad... Say uI R.frbr.9e",rAi M. hA .m ++.M'0M2, S.lenrr rr, 1011 ex '2514... leerNr ,rmrurn.W IM Ply me 11*45 Slal. 42m2 d H.1112n£ Il+wnr oW Noma ..lalai b o1.83 53-[J. rtrW.s..a.rnASe.a, matt r. dA+l..itoZ>. FM+.b malur¢ ,r%iru£&�G-cl.I T�SaoGlat£S. . ..w,or.l.a'r s5.5,J. . srwdren 119632 Tract 6m (161-78) I 120 I m.�era 1*83nad. Traci 71' (167-77) .q geA GEE �NaY/x - ®®. 1Z7 = ® 0 _1' 8 - ' Tract 7=' (164-77) r f 4.19 V 5501.05 21 EBIEE cam.. r� a 2/112 r MGM .51.510111 m.a l® 2.5.0 AMIX Roan. umaism. IP 8001.51251.411 2222 14 50.5.511554. wo„m.N.er 15 122021 11 .551555.55501.555- 15 515E PM I.e..e+wm" AD 5 22122121110212 o r...va+.•• 2262.2 raµ 2.2.2.11.011 Ur... awe 202.2.21 2011212121 MOO 22. 15 1.1212211 -51.1.14.1122.1 YrF 9.a Aovu ryM .1.1.1515002, 5.515101,40 PUT. 211.111 ao µ ow. 21.2 OS Jo PE PE @ym.✓r- 15 05.1111012.111 Vbrearralwerde 3.✓a e...wJ 10 51 1105495.1 myxr. r.' • .422.2 92/2.2 111 100.1.5.1 11 2.1110.2/2 10 NOY4purr 22222 re.' Fa 10 12.122.2. SI Id -YE PAN 222.2.1.2 5042.21.2 .125.155/5 121212.9012 PT wGfUrrtw re AMse..Yr..r 111 me.nm.re.m• 221112.102111.3 1/1 A.L.7.A./A.C.S.M, LAND TITTLE' SURVEY 0* J. i! 0 A AI-5057 J MINORITY CONSTRUCTION EMPLOYMENT PLAN MINORITY CONSTRUCTION EMPLOYMENT PLAN It is the policy of the Applicant to base its employee hiring and promotions, as well as its vendor and contractor hiring, on merit, qualifications and competency and that its personnel practices will not be influenced by an applicant's or employee's race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. One of the management duties of the Applicant's principals is to ensure that the following personnel practices are being satisfied: 1. Take every necessary affirmative action to attract and retain qualified employees, regardless of race, color, place of birth, religion, national original, sex, sexual orientation, age, marital status, veteran and handicapped status. 2. Maintain equitable principles in the recruitment, hiring, training, compensation and promotion of employees. 3. Monitor and review personnel practices to guarantee that equal opportunities are being provided to all employees, regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. The Applicant is committed to take affirmative action and aggressively pursue activities that will serve to enable all employees, vendors and contractors opportunities for employment within the Applicant. Specifically, the Applicant shall utilize the following to achieve the above -referenced Policy: 1. RECRUITMENT/ADVERTISING All contractor and/or employment advertising will include a statement of Equal Employment Opportunity. In addition, advertising will utilize Hispanic and Black media (e.g. Miami Times). HIRING PROCEDURES All positions will be filled without regard to race, color, religion, sex or national origin. The Applicant is dedicated to a policy of equal employment opportunities for minorities. 3. PROMOTION PROCEDURES The Applicant maintains equitable principles in the promotion of employees as stated in the Affirmative Action Plan. The Affirmative Action Plan is based on the principals' belief that our Miami -Dade County community can only improve if the lifestyles of every single disadvantaged group in the community is advanced. We will continually monitor and review personnel and contractor employment practices to guarantee that equal opportunities are being provided to all employees, vendors or contractors regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. 4. UTILIZATION OF LOCAL MINORITY BUSINESSES The Applicant will endeavor to utilize Black Minority and Women -owned firms. Furthermore, it will require all of its contractors to also solicit and utilize to the fullest extent possible minority and women -owned subcontractors and vendors. MIAMI/DOUGHERTYL/1010810/Iny201 !.DOC/11 /25/13 2 TRANSPORTATION CIVIL S1 RUCTURAL ENVIRONMENTAL 44.1101.00*‘ List of Exhibits Midtown 3 Traffic Study TABLE OF CONTENTS Page ii EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 3 2.0 EXISTING TRAFFIC CONDITIONS 5 2.1 Data Collection 5 2.1.1 Roadway Characteristics 5 2.1.2 Traffic Counts 6 2.1.3 Intersection Data 6 2.2 Corridor Capacity Analysis 9 2.3 Intersection Capacity Analysis 10 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 13 4.0 FUTURE TRAFFIC CONDITIONS 14 4.1 Background Traffic 14 4.2 Committed Developments 14 4.3 Project Traffic 14 4.3.1 Project Trip Generation 14 4.3.2 Project Trip Assignment 17 4.4 Future Corridor Capacity Analysis 20 4.5 Future Intersection Capacity Analysis 20 4.6 Site Access 25 4.7 Off -Street Parking 25 4.8 Transportation Control Measures 25 4.9 City of Miami Streetcar Analysis 25 5.0 CONCLUSIONS 27 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Approved Transportation Methodology & Site Plan Traffic Counts, FDOT Adjustment Factors & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Miami -Dade Transit Ridership Intersection Capacity Analysis Worksheets Background Growth Rate Calculations Committed Development Information Transportation Control Measures Page i Midtown 3 Traffic Study LIST OF EXHIBITS Exhibit Page 1 Location Map 4 2 Existing PM Peak Traffic Volumes 7 3 Existing Lane Configurations 8 4 Existing Corridor and Transit Conditions 11 5 Person -trip Volume and Capacity — Existing Conditions Matrix 11 6 Existing Intersection Capacity Analysis Results 12 7 Future without Project PM Peak Traffic Volumes 15 8 Project Trip Generation Summary 16 9 Cardinal Distribution 17 10 PM Peak Project Trip Distribution 18 11 PM Peak Project Trip Assignment 19 12 Person -trip Volume and Capacity — Future Conditions Matrix 22 13 Future with project PM Peak Vehicular Volumes 23 14 Future Intersection Capacity Analysis 24 Page ii Midtown 3 Traffic Study EXECUTIVE SUMMARY The project will be located on the northeast corner of the Midtown Boulevard / NW 34th Street intersection in Miami, Florida. The project proposes 400 residential units, an 80-room hotel and approximately 25,000 SF of retail space. Vehicular access to the main parking garage will be via a two-way driveway located off of East Coast Avenue. The subject site is located outside the limits of the Downtown Miami Area -wide DRI. An assessment of the PM peak period traffic associated with the Midtown 3 development was performed in accordance with the approved methodology submitted to the city. Analysis of future (2015) traffic conditions with the project during the PM peak period shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak period is available to accommodate the proposed project trips within the study area at the transportation corridor segments analyzed. Results of the future intersection analysis show that the following intersections are projected to operate within the LOS standard adopted by the city: NE 36th Street /N. Miami Avenue, NE 34th Street / N. Miami Avenue, NE 29'h Street / N. Miami Avenue, NE 36th Street at Midtown Boulevard/NE 1st Avenue, NE 34th Street at Buena Vista Boulevard, and NE 34th Street at Midtown Boulevard/NE 1st Avenue. As in existing conditions, the westbound approach of the intersection of Biscayne Boulevard/NE 36th Street will continue to operate below the adopted level of service standard. Minor signal timing adjustments will be required for the intersection of Biscayne Boulevard and NE 36th Street to operate within the adopted standards. Also, the intersection of NE 36th Street/NE 2nd Avenue currently operates below the LOS standard. The city of Miami has identified this intersection as currently congested, and has commissioned a traffic operational study with the intent of improving the level of operations. For future conditions, one minor approach (southbound) of the intersection of NE 29th Street at Midtown Boulevard (NE 1 st Avenue) is projected to operate above the LOS E standard adopted by the city. This is largely due to the Wal-Mart committed development located one block away. However, improvements recommended in the Wal-Mart Traffic Study (see Section 3.0) are projected to alleviate this situation. Page 1 Midtown 3 Traffic Study 1.0 INTRODUCTION Midtown 3 is a mixed use residential/hotel and ancillary retail project located on the northeast corner of the Midtown Boulevard / NW 34th Street intersection in Miami, Florida (see Exhibit 1). The project proposes 400 residential dwelling units, an 80-room hotel and approximately 25,000 SF of specialty retail space. Vehicular access to the main parking garage will be via a two-way driveway located off of East Coast Avenue. The project site plan is included in Appendix A. The subject site is located outside the limits of the Downtown Miami Area -wide DRI. 1.1 Study Area Consistent with the approved methodology for this project (see Appendix A) the traffic study was performed for PM peak conditions. For traffic analysis purposes, the study area has been defined as I-195 to the north, NW 29th Street to the south, Biscayne Boulevard the east and I-95 to the west. Corridor capacity analysis was performed for the following five segments: 1. N. Miami Avenue between NE 29th Street and I-195 WB on -ramp 2. NE 36th Street between Biscayne Boulevard and N. Miami Avenue 3. Midtown Boulevard/NE 1st Avenue from NE 29th Street to NE 36th Street 4. NW 29th Street from NW 5th Avenue to N. Miami Avenue 5. NE 29th Street from N. Miami Avenue to Biscayne Boulevard Intersection capacity analysis was performed for the following intersections: 1. NE 36th Street / Biscayne Boulevard 2. NE 36th Street /N. Miami Avenue 3. NE34th Street / N. Miami Avenue 4. NE 29th Street / N. Miami Avenue 5. NE 36th Street at Midtown Boulevard/NE 1st Avenue 6. NE 36th Street at NE 2nd Avenue 7. NE 34th Street at Buena Vista Boulevard 8. NE 34th Street at Midtown Boulevard/NE 1st Avenue 9. NE 29th Street at Midtown Boulevard/NE 1st Avenue Page 2 Midtown 3 Traffic Study 1.2 Study Objective The objective of this traffic study is to assess possible PM peak period traffic impacts associated with this project on the project area corridors and intersections. The analysis of corridors is assessed using the person -trip corridor capacity method, consistent with the adopted City of Miami Comprehensive Plan. The intent of which is to promote improved transportation efficiency through increased private vehicle occupancies, thus making mass transit a full partner in the urban transportation system. This method is designed to meet the challenges posed by Florida's growth management laws: to promote compact urban development, discourage suburban sprawl and improve urban mobility. Page 3 NE 3 + Ave MIDTOWN 3 die TRANSPORTATION CVL s UC 4 EiwtRoNmENTAL EXHIBIT 1 t©Zi may# «3 Midtown 3 Traffic Study 2.0 EXISTING TRAFFIC CONDITIONS 2.1 Data Collection Data collection for this study included roadway characteristics, intersection data, intersection volumes, and signal timing. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics NE 36th Street Within the study area, NE 36th Street is a local road that provides east/west access. NE 36th Street is a two-way, four lane undivided roadway between Biscayne Boulevard and N. Miami Avenue. Exclusive left turn lanes are provided at major intersections. On -street parking is not permitted in this segment ofNW 36th Street. The posted speed limit is 30 mph. North Miami Avenue North Miami Avenue is an arterial that provides north/south access within the project limits. Between NE 36th Street and NE 29th Street, North Miami Avenue is two-way, four -lane divided roadway. On -street parking is permitted on the east side of the roadway. The posted speed limit is 30 mph. Midtown Boulevard (NE PI Avenue) Midtown Boulevard is a local road providing north/south access between NE 36th Street and NE 29th Street. Midtown Boulevard is a two-way, two lane undivided roadway with on -street parking on both sides of the roadway. There is no posted speed limit within the study area. North 29th Street Within the study area, North 29th Street is a local road that provides east/west access. North 29th Street is a two-way, four lane undivided roadway within the project limits. On -street parking is provided on the south side of the road east of North Miami Avenue and on both sides of the road west of north Miami Avenue. The posted speed limit is 30 mph. Page 5 Midtown 3 Traffic Study 2.1.2 Traffic Counts Consistent with the methodology submitted to and approved by the City, peak period vehicle turning movement counts and 24-hour directional counts were collected at the intersections and segments under study. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2013 PM peak period traffic volumes at the study intersections. 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the analyzed intersection. Signal information is included in Appendix B. This information provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page 6 NI 176®t 435 75 `1 cod- 4th Street 17®t 14—® 12-1 NO N E 29/ Miami 30 ®t 233 2-1 t— 179 4 — 327 1— 125 N L_ 110 � 341 3 lir N 0 N 30 233 --� 2 —1 8 4-- 695 72* 14 _i 669 41 4 '00m NdIN J' W t® 110 � 341 3 ilr N 0 N fir V CO l0V N 291 M dt o 0 0' 0 JILL ffil Blvd 29 t_ 15 452 143360 360 „_ 173 '1 w CO 0 VI CS, Nn v N 6N N CO N .1IL *illegal movement MIDTOWN 3 TRANSPORTATION CIVIL STRUCTURAL ENVIRONMENTAL EXHIBIT 2 C ti V 0' L 299 74 276 0w CO CO0 0 TRAFFIC STUDY MIDTOWN 3 TRANSPORTATION CIVIL STRUCTURAL ENVIRONMENTAL NE 29/ Midtown Blvd TRAFFIC STUDY EXHIBIT 3 ExisTnG 1—v-71( Ipzri-vir„,...-; INF „ Midtown 3 Traffic Study 2e2 Corridor Capacity Analysis Existing traffic conditions for the project area corridors have been established using the person - trip based corridor capacity method. The methodology for this analysis is outlined in the Miami Comprehensive Neighborhood Plan. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, establishes existing person -trip usage and identifies whether or not person -trip deficiencies exist. An adopted standard of LOS E applies to the transportation corridors as measured by the person -trip method. The existing conditions analysis establishes the multi -modal corridor conditions within the project area. The person-tripcapacities and volumes for the study corridors have been developed consistent with the approved methodology for this project as described below: Person -Trip Volumes Link volumes collected were adjusted to peak season traffic conditions using seasonal adjustment factors provided by FDOT. Peak hour maximum service volumes were obtained from FDOT's 2012 Quality/Level of Service Handbook. Transit (bus and fixed rail) ridership and capacity were obtained from Miami -Dade Transit. An analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4, supporting information included in Appendix C. Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is approved for use as the practical capacity of a private passenger vehicle to determine the person - trip capacity of the vehicular traffic system. Bus and fixed rail capacity for each corridor was determined based on the number of transit vehicles per hour and the person -trip capacity of each transit vehicle. This information was obtained directly from Miami -Dade Transit. Available Person -Trip Capacity The available person -trip capacity for each corridor is shown in Exhibit 5 based on the Page 9 Midtown 3 Traffic Study following: Person -trip capacity — Person -trip volume = Available Person -trip capacity. A general level of service designation is provided for each study corridor based on the calculated available person -trip capacity. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2012 Quality/Level of Service Handbook (see Appendix C). Based upon the person -trip evaluation for existing traffic conditions, all roadway segments currently operates at acceptable "person -trip" level of service standards. 2.3 intersection Capacity Analysis The intersection capacity analysis was performed using vehicular volumes and the Highway Capacity Software (HCS), based on the procedures of the 2010 Highway Capacity Manual. Exhibit 6 shows the resulting LOS for existing conditions at the intersections under study, analysis worksheets are included in Appendix D. The analysis shows that the westbound approach of the intersection of Biscayne Boulevard/NE 36th Street currently operates below the adopted level of service standard. Minor signal timing adjustments are required for the intersection of Biscayne Boulevard and NE 36th Street to operate within the adopted standards. In addition, the intersection of NE 36th Street/NE 2nd Avenue currently operates below the LOS standard. The city of Miami has identified this intersection as currently congested, and has commissioned a traffic operational study with the intent of improving the level of operations. All other intersections analyzed currently operate within the LOS E standard establish in the city of Miami Comprehensive Plan. Page 10 Midtown 3 Traffic Study Exhibit 4 Existing Corridor and Transit Conditions Past To i(CR.'0W790 £W5kk3RT. S fiti1E3) is Y Cam...3lil*1A1eb) 31 6e5G45 /o8es 338805 Par2E isw PM P.M PO:.- V5Heve PRE: $RERJo Psa"m.. PY2i Fa: k P,45)70 1:4f 8800 E475)0A 1). ::;V Rl3P`8?r? 121 $60 08Ls'09 121 TS Dn Xi ,T96090froP (21 60813 Al £8* 48y 121 MweeMaaGS •Ebsders9010 E2) frbotk.amwt 08s5599y 155 %A 3 • dro. `aa 5509S:1 0883S / N. Miami Avenue NE 291h Strael 1.95 WB NB 2 LD DPA - PM 903 1.01 912 1.530 2 0 0 0 0 0 2 0 SB 2LD DPA - PM 614 1.01 620 1.530 3 0 0 0 0 0 3 0 NE 361h Strest emeeyne Boulemld N. ManwA:cove EB 2LU DPA - PM 723 1 01 733 1.450 0 570 0 0 0 0 0 570 WB 2 LU DPA • PM 618 1 01 624 1.450 0 570 0 0 0 0 0 570 Midtown Boulevard/NE 1st Street NE 291h Street NE 36th Stmet NEB 1 LU DPA - PM 132 1.01 133 580 2 0 0 0 0 0 2 0 SWB 1 LU DPA - PM 133 1 01 134 580 3 0 0 0 0 0 3 0 NW 29th Strest NW 5111 Awnos N. Mar. A.R-.a EB 21.1.1 DPA - PM 311 1.01 314 1150 0 95 0 0 0 0 0 95 WB 2LU DPA - PM 374 1. 01 378 1150 0 95 0 0 0 0 0 95 ..1 8303o Are099 %ea 738 Bo3eard EB 2LU DPA • PM 347 1.01 350 1150 2 95 0 0 0 0 2 95 WB 2LU DPA - PM 448 1.01 452 1150 3 95 0 0 0 0 3 95 Note9: (1) Peak Hour Directirnai Mosimmel Service Volumes aee obtaMed from FOOT, 2012 QuaMy/ caul of Genic Handbook. nd ad), ted as follow N Miami Acne: Cla s II Alte::zi a3iusted for Nen_S1ate S'one;ized Headway (-10%) (1,700 /ph ' 020 1.530 sph). NE 36th 3tre-9 41ane Cbss II Artesia: adjusts,' for Non State Signa sed Rsadwa (T10%) and f r Mali-130o u 18/3/ ed rombouy with le7 Turns (535) (1.700 Wh' 0.90' 095= 19150 aph). Midtown Boole-mrd: 21ane Class II Ana -:a: adjusted to Non.Stake S:gnelleed Roadway 1-10%) and for Un0i43sd 9Nlhaut Loft Turn Lanes (-20%) (800 ,ph' 0.9' 0.8 = 580 Wh). and, NW 2911, Straus CI es II A,taasi adjusted t Non.3'a5a Sigea zed Raadmy (T10%) end for Und..i5sd without L6. Turn Laaas )- 25%) (1,7133 yph ' 0.9 ' 0.75 = 1,150 sph). (2) Transit information obleMed from Mien, Duds Transit Authority Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix Roadway #bode Tranalt:tam S811mbnt Total (a) Et) (o) (d). le) fi4 ($k) (h) fit f(ii f«) (1) "RDa2osay ` Pets Trip : Reathvay P31s-Trip - Exoz33 Total Tote) Pars -Trip, £-€+ycasit Svj aunt Peas -Tap. Seamen Cmtrid£y : tY:r Vehicular Capacity Vehicular Vd4:me Pass-Trip..Pe?sTrip Pere -Trip Pxceas - Peis Tap Pis -Trip e. s3 P4033028 Trip Calraciiy )PP11=1.6s. Volume-aPPV=1,4 'Coil city Capau4y Vocune Opacity . Cgp$edy Vt £ Ca(ex;9g de LOS From To (:a)`1.6 - Eoir 1,4 - (ix)-€d).. 11-0)(b)})1. ' OHO 11 i , tiYrri 11) (2) (3) (41... [5] r 16) (7) N. Miami Avenue NE 29th Street 1-95 WB NB 1.530 2,448 789 1,104 1.344 0 0 0 2.448 1,104 1,344 0.45 D SB 1.530 2,448 632 885 1.563 0 0 0 2.448 885 1,563 0.36 C NE 36th Street Biscayne Boulevard N. MiemlAvenue EB 1,450 2,320 676 946 1,374 570 168 402 2.890 1,114 1,776 0.39 C WB 1,450 2,320 458 641 1.679 570 135 435 2.890 776 2,114 0.27 C Midtown Boulerard/NE1st Street NE 29th Street NE 36th Street NEB 580 928 152 212 716 0 0 0 928 212 716 0.23 C SWB 580 928 114 160 768 0 0 0 928 160 768 0.17 C NW 29th Street NW 5th Avenue N. Miami Avenue EB 1,150 1,840 324 454 1.386 95 2 93 1.935 456 1.479 0,24 C WB 1,150 1,840 411 575 1.265 95 3 92 1.935 578 1,357 0.30 C N. Miami Avenue Biscayne Boulevard EB 1,150 1,840 311 436 1,404 95 2 93 1,935 438 1,497 0.23 C WB 1,150 1,840 341 478 1.362 95 3 92 1.935 481 1,454 0.25 C Notes: [1] The Roadway Vehicular Capacity is obtained from Exhibit 4. - [2] Person -Trip capacity is derived by applying a 1,6 vehicle occupancy to the vehicular capacity. (3)) The Roadway Vehicular Volume is obtained from Exhibit 4. (4] Person -Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity. [5] The Total Transit Person -Trip Capacity is obtained by adding bus, metrofail and metromover capacities (see Exhibit 4). [6) The Total Transit Person -Trip Volume is obtained by adding bus and metromover volumes (see Exhibit 4). [7) The Person Trip LOS is provided consistent vsth the FDOTs Quality/Level of Service Handbook (see Appendix C). Page 11 Midtown 3 Traffic Study Exhibit 6 Existing Intersection Capacity Analysis Weekday PM Peak Period Conditions k Intersection S naiizedl Unsignalized A roach LOS NE 36th Street / Biscayne Boulevard Signalized NB SB EB WB Overall E* E* E* E* E* NE 36th Street at NE 2nd Avenue Signalized NB SB (2"/Av) SB (N Federal) EB WB Overall F F D F D F NE 36th Street/Midtown Boulevard/NE 1st Avenue Unsignalized NB SB EB L WB L C C A A NE 36th Street /N Miami Avenue Signalized NB SB EB WB Overall D D C C D NE 34th Street / N Miami Avenue Signalized NB SB EB WB Overall B A B B B NE 29th Street / N Miami Avenue Signalized NB SB EB WB Overall B B C C C NE 29th Street at Midtown Boulevard/NE 1st Avenue Unsignalized NB SB EB WB B C A A th NE 34 Street at Buena Vista Boulevard Unsignalized (All -Way Stop) NB SB EB WB Overall A A A A A NE 34th Street at Midtown Boulevard/NE 1st Avenue Unsignalized (All Way Stop) NB SB EB WB Overall A A A A A Notes: *with Signal Timing Improvements Source: DPA Page 12 Midtown 3 Traffic Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2014 Miami -Dade County Transportation Improvement Program (TIP) and the 2035 Metro - Dade Transportation Plan Long Range Element, were reviewed to identify any programmed or planned projects within the limits of the study area established. These documents show no officially programmed or planned capacity improvement projects within the study area prior to completion of the proposed project. The Wal-Mart Development traffic study shows the following improvements to the NE 29th Street/Midtown Boulevard (NE 1st Street) intersection: • Signalization; • Add two lanes to the southbound approach to obtain the following configuration: one exclusive left turn, one shared through and left and one exclusive right turn; and, • Add an eastbound left turn lane. The city of Miami has identified the intersection of NE 36th Street with NE 2nd Avenue as currently congested, and has commissioned a traffic operational study with the intent of improving the level of operations. Although major reconfiguration of the intersection was recommended, this improvement is not reflected herein. Page 13 Midtown 3 Traffic Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Based on FDOT historic counts in the area, a half of 1 percent (0.5%) growth factor was determined for this area. Documentation and calculations of this growth rate is included in Appendix E. This growth rate is intended to account for future growth due to additional developments that have not been identified at this time but occur within the study period. 4.2 Committed Developments A list of approved projects was obtained from city staff. There is one committed development with a MUSP application within the study area, and one outside of the study area. Traffic associated with both developments has been included as committed development traffic. Traffic generated by these and the corresponding distribution was obtained from their individual traffic studies. This information is included in Appendix F. Future traffic volumes were projected for the build -out year 2015. Exhibit 7 shows the projected turning movement volumes without the project. 4.3 Project Traffic 4.3.1 Project Trip Generation Project trip generation is based on the calculation of person -trips consistent with the City of Miami Comprehensive Plan. Person -trips generated by the project were established using the following procedures consistent with the City's Comprehensive Plan and the approved methodology: • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (ITE) Trip Generation, 9th Edition rates or formulas. • Gross vehicular trips were reduced by 16% based upon the use of the ITE trip rates (City of Page 14 178®S 468 94 — NE 34th Street 17®4 14 12 Z JIL NE 29/ Miami 30_t 311 2—I • 181 .--- 362 • 129 NE 36 v kr)—A co N C J t® 138 ✓ 426 lir NAP 29 t®15 4--- 490 00. 0 O no Noom JIL 71ir 154®t 383 —° N 175 CO CO 188 �? 232 —1 t.,_. 38 65 r-15 .1ir Loa v — A 49—.4 32 59 —1 t-_ 143 4344 - 3 lir N N N 8 711 r 74 ilr VtO N ,O NJv N N oo� JILL 56 ®p 130 —t 530 —° 103 29/ Midtown Blvd MIDTOWN 3 dP TRANSPORTATION CIVIL STRUCTURAL ENVIRONMENTAL. EXHIBIT 7 P [ 1R I 0 _. t— 309 4-75 279 TRAFFIC STUDY Midtown 3 Traffic Study Miami's 1.4 vs. ITE's 1.2 pers/veh). • Due to the size of the project, gross vehicular trips were reduced by 14.9% to reflect transit usage and 10% to reflect other modes of transportation (pedestrians/bikes) based on projected modal splits using data from Increment II of the Downtown DRI based on estimates from Increment II of the Downtown DRI since the project is within such close proximity. • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. • The vehicular trips assigned to transit were converted back to person -trips using 1.4 persons per vehicle pursuant to City standards. • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided below in Exhibit 8. Exhibit 8 Project PM Peak Hour Trip Generation Summary USES UNITS 1TE Land Use Code. PM PEAK HOUR Ti i.PS FN OLJT TOTAL Trips . % Trips Trips 400 67% 125 33% 62 187 Residential Condominium 230 Ln(T) = 0.82 Ln(DU) + 0.32 Dus 80 51% 24 49% 24 48 Hotel 310 T= 0.60 * Rooms Rooms 25,000 44% 36 56% 45 81 Specialty Retail 826 T= 2.40" 1,0003F + 21.48 SF GROSS VEHICLE TRIPS 59% 185 131 316 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (2) 59% 30 2 51 Transit Trip Reduction @ 14.90% of Gross Extemal Trips (3) 59% 28 20 47 Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross Extemal Trips (4) 59% 19 13 32 NET EXTERNAL VEHICLE TRIPS (1) 59°/ 109 187 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 59% 153 0: 261 Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 59% 39 Net External Person Trips (vehicles and transit modes) 59% 192 Net Extemal Person trips walking / using bicycle 1.40 Persons/ Vehicle 59% 26 41% 18 44 Notes (') Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II Page 16 Midtown 3 Traffic Study 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 500, shown in Exhibit 9. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating the trip distribution for the project location, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Exhibits 10 and 11 show the project vehicular trip distribution and assignment to the impacted roadway segments and intersections. Exhibit 9 Cardinal Distribution of Trips TAZ 500 Year 2015 Direction 2135 2015 NNE 14.41 11.6 13.47 ENE 3.08 5.38 3.85 ESE 6.31 6.23 6.28 SSE 11.7 14.95 12.78 SSW 16.49 11.38 14.79 WSW 20.58 20.07 20.41 WNW 12.4 15.7 13.50 NNW 15.02 14.64 14.89 Page 17 MIDTOWN 3 cl a TRANSPORTATION CIVIL STRUCTURAL ENVIRONMENTAL TRAFFIC STUDY EXHIBIT 10 PR(- EU PNJI PLA1V 1K.DUR -TRIP -IN ME I 4a NE 2 th Stoet NE 29/ Miami 3% 13% MIDTOWN 3 TRANSPOFiTATION CIVIL STRUCTURAL ENVIRONMENTAL EXHIBIT 11 NE 29/ Midrioviri Blvd a % /N TRAFFIC STUDY Midtown 3 Traffic Study 4.4 Future Corridor Capacity Analysis The existing person -trip volumes were combined with the committed development and background growth person -trips to obtain the total year 2015 person -trip volume without project. The net external project person -trips were then added to get the future person -trip volumes with project. Any capacity increases on roadways or transit within the study area are taken into consideration to determine future corridor capacities. The corridor capacities of NE 29th Street and NE 36th Street have been increased to reflect the additional person capacity available from the existing headways on Metrobus routes. The future person -trips volumes are compared to the future person -trips capacities to determine future level of service; the results are summarized in Exhibit 12. 4.5 Future Intersection Capacity Analysis Background growth and committed development trips were combined with the adjusted existing traffic to get the total year 2015 vehicular traffic without project on the study intersections. The project trips were then added to obtain the future with traffic volumes. Exhibit 13 shows the total (with project) PM peak vehicular volumes at the intersections under study. Results of the future intersection analysis show that the following intersections are projected to operate within the LOS standard adopted by the city: NE 36th Street /N. Miami Avenue, NE 34th Street / N. Miami Avenue, NE 29th Street / N. Miami Avenue, NE 36th Street at Midtown Boulevard/NE 1st Avenue, NE 34th Street at Buena Vista Boulevard, and NE 34th Street at Midtown Boulevard/NE 1st Avenue. As in existing conditions, the westbound approach of the intersection of Biscayne Boulevard/NE 36th Street will continue to operate below the adopted level of service standard. Minor signal timing adjustments will be required for the intersection of Biscayne Boulevard and NE 36th Street to operate within the adopted standards. Also, the intersection of NE 36th Street/NE 2nd Avenue currently operates below the LOS standard. The city of Miami has identified this intersection as currently congested, and has commissioned a traffic operational study with the intent of improving the level of operations. Page 20 Midtown 3 Traffic Study For future conditions, one minor approach (southbound) of the intersection of NE 29th Street at Midtown Boulevard (NE 1st Avenue) is projected to operate above the LOS E standard adopted by the city. This is largely due to the Wa1-Mart committed development located one block away. Currently, 146 vph travel through the southbound approach of the intersection. Wal-Mart is projected to add 232 vph, which represents a 160% increase in volume at the approach and in the vicinity of 60% of the total projected traffic, while Midtown 3 represents 6% of the total projected volume. However, improvements recommended in the Wal-Mart Traffic Study (see Section 3.0) are projected to alleviate this situation. Exhibit 14 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix D. Page 21 Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix WotPrnect Witt Pr • 0) 0* •tc. Oi, Exisla fiaire emmittod Fvtioe Prect Pfojec4 Total FilWra Puttee .,:4E1 Pro, P.ers:-TIE0 Si,,r...3„ Otei:opfp,e%It trs-7ti:p Transit Pers-Trip Pm:trip Pars-76p Ptr,rs..Tri,p Pers,Ttip Pars-Thp Vt:imes PeTs-TrV 0...S% Pen„711-p. Volunlos, Capaohy Capacity Wc :LOS Vwutne WAproes •Capactty iia LOs From To n Werra Avenui? 2 NE 221b 1,r6: .°,4,!. -.:5 '175;..4.t,,, ., .,e 1 .•..., .!.3 ,, , 2.... ,3 3 ..!...1 r , 7 1,27,1 S: 2..',4,1a, :;,; stS , 7" 22 2 , NSEiscaSt.tt;.h.PS. tSooai.t:?, ..21-.4. 4S 1.2417 7,..7,,,,, .,, ,... '',3 .4e, ,:J ,,,.1 c ;...,.4. 1:2;;''.2 2.4'3r; 'a, ;37 .... .., .'-'.' E. i .;)F..i i 1 ,C 1 t; ,,I...i 1 . ;274 2,72 2 „.%:;,',.:: 2,21 , '- .51 1.13.i 2,4-31 ,,,,,,: C Midt vr,:kil B.,olt Ma rtiialst $treet ,:,:;1h St,ael NE ',?::C.111 5..tr.sA NE.$ 1$7 In 7.,i :.',1h ,.., , SZ.,9. :, A., I,, 1.,.3 C $1 5 12,2 1'..-,7 ,13 ,,,,_,:-. ..„,, 2 „ ,L225 ,., ..,,,,,- ,,.,, ,,. ,4=,7 ,,,,,;,,, ,,, , ..,-„„:, ..,..,.„ 12,. 74, ,„., NW 29t$7 Streot '442 .448i. ,'!! ..11 '-:., ,':2,, ..1.2',.1 7, :,, ,r';',,7 ,,.. ,,... 2' . .4. I. V 733 ,.:t 7 !, 2 ',322 "i 2.:) .., ,,, 4. 311 ..:,,,, .,,,,....,, 2., 2/i .2 EB 422 42'2 125 ,3-27 33 .,., - ,,,:,.., ,„,, 0 31 . C. 27 ...,..?.:,:;i: 7. 0 00iD 0.3,7 C, :.,";•5 ,7-, ,..3e .e., 4. 2 1 !,;,,,,, FA 1 ',.;,-5 4 V.: ,,, 0 ,4.4 , C a:5 .a.4.9. 2. ',...,'3'„1 1 0.,,%2 cs., No1e. 13 Re-r$^: Thc 33m3 4 ,1fm,c,41,r7,,rn 7cm:r )rtar Eati, Vpvin 8 2,2', 1`;Lic8 grO..›,th •.O 3 8 v:WNtr',.r.: nitFriP ptP.wnst,:i frpm tht $ppos Tpallsppriattpp r11,11;3"1 rp,cmtm ::Ei5 7ra pvt- -ha 17t';3 Futu,* our' Pi84%8;,Y1 7f1r) c.-ApErv.',11:!„ ;J 313 3 3.33L4 t.,U6 :r.ltrantotrleitrl •2 t,t., 081Wr, k 31 2tti;.!1 6: 7ht T.'trtzoP 7P.p J.71E. 4 pftp...1.:x1 13 8t8 3 Q tf86=-.4tit l'ian,d}"ov• 467,1,P,P.67dx Pr,--Jec1 W710 33`71"'tip .Nrt 11th-in Akti.0,4!F titW !mem& ',.Der$pn d' r kD JIL 178 t 482 --' 96 —1 JIL NL 34th Street 17 t 14—' 12 —1 N r r NE 29; i JIL 30 t 314 -' 2-1 t® 181 .--.- 363 d®'129 CO 00 N to C v t__ 138 428 i 99 6 `fr 203t 235 2-4 L. 165 1344 — 3 �1r N N N.) lr1 ff JILT 20®t 687 66 I� n 8 r.711 ��r 108 J I LL 25 t 10 52 46 29' Mirdt 61 t 133 ,__.t 547 103-4 0 M CY in 0 M CO M JjL 1)1 r 161 t 392--' 175 —1 CO 0 W V MIDTOWN 3 TRANSPORTATION CIVIL. STRUCTURAL ENVIRONMENTAL EXHIBIT 13 �.J J.RAFF„i.�.. L. 309 4— 75 r` 279 TRAFFIC STUDY Midtown 3 Traffic Study Exhibit 14 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersections Si l€i�alt End/ Unsignalized A :.roach pP LOS NE 36th Street / Biscayne Boulevard Signalized NB SB EB WB Overall E* E* E* E* E* NE 36th Street at NE 2nd Avenue Signalized NB SB (N Federal) SB (NE 2"dAv) EB WB Overall F D F F D F NE 36th Street/Midtown Boulevard/NE 1st Avenue Unsignalized NB SB EB L WB L D C A A NE 36th Street /N Miami Avenue Signalized NB SB EB WB Overall D D C C D NE 34th Street / N Miami Avenue Signalized NB SB EB WB Overall B A B B B NE 29th Street / N Miami Avenue Signalized NB SB EB WB Overall B B C D C NE 29th Street at Midtown Boulevard/NE 1st Avenue Unsignalized NB SB EB WB C F A A th NE 34 Street at Buena Vista Boulevard Unsignalized (All way Stop) NB SB EB WB Overall A B A A A NE 34th Street at Midtown Boulevard/NE 1st Avenue Unsignalized (All -Way Stop) NB SB EB WB Overall A A A A A Project Driveway/East Coast Avenue Unsignalized NB SB EB B B A Notes: `with signal timing improvements. Source: DPA Page 24 Midtown 3 Traffic Study 4.6 Site Access Vehicular access to the project will be provided on East Coast Avenue via a two-way driveway. Unsignalized HCS analysis results show adequate operations. The analysis worksheets are included in Appendix D. 4.7 Off -Street Parking Parking requirements for this development, per city code is 469 spaces. Midtown 3 is providing 504 spaces to service the site. The project will provide sufficient parking to serve the demand generated by the project without impacting the off-street parking supply. 4.8 Transportation Control Measures A list of measures that will be taken by the applicant to reduce the vehicular trips generated by the project is provided in Appendix G. 4.9 City of Miami Streetcar Analysis The city of Miami has plans for a future streetcar operations connecting downtown Miami to the Miami Design District (MDD) via Midtown Miami. The service will provide improved transit connections between Downtown Miami and the redeveloping areas of Wynwood/Edgewater, Midtown Miami, the Miami Design District and the Buena Vista East Historic District. The streetcar is electrically powered and will run, at grade, on rail, within the roadway. The service is intended to link with Metrorail and Metromover as well as with other planned transportation systems. Ultimately, the focus is to provide an alternative route to everyday trips, to the grocery store, to a lunch meeting, or to the entertainment, cultural and dining destinations in Downtown Miami. The proposed alignment of this service is planned along Midtown Boulevard (NE 1st Avenue) in the vicinity of the Midtown 3 project. Preliminary streetcar ridership projections estimate 3,000 Page 25 Midtown 3 Traffic Study at opening year and potentially 8,100 riders per day in year 2025. The recommended alignment will provide streetcar service in both directions, with stops located approximately every two to five blocks. This alignment will effectively connect existing urban development in the downtown core with major destinations such as the Government Center, Miami -Dade College, Performing Arts Center, the Entertainment District, the planned Museum Park, Midtown Miami and the Miami Design District and Buena Vista East Historic District. It also links these destinations with a very large increment of recently completed, planned and anticipated development within'/4 mile of the alignment, including Midtown 3. The applicant is providing more parking than required by code. Project parking demand will ne satisfied on -site without impacting the off-street parking supply. Page 26 Midtown 3 Traffic Study 5.0 CONCLUSIONS An assessment of the PM peak period traffic associated with the Midtown 3 development was performed in accordance with the approved methodology submitted to the city. Analysis of future (2015) traffic conditions with the project during the PM peak period shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak period is available to accommodate the proposed project trips within the study area at the transportation corridor segments analyzed. Results of the future intersection analysis show that the following intersections are projected to operate within the LOS standard adopted by the city: NE 36th Street /N. Miami Avenue, NE 34th Street / N. Miami Avenue, NE 29th Street / N. Miami Avenue, NE 36th Street at Midtown Boulevard/NE 1st Avenue, NE 34th Street at Buena Vista Boulevard, and NE 34th Street at Midtown Boulevard/NE 1st Avenue. As in existing conditions, the westbound approach of the intersection of Biscayne Boulevard/NE 36th Street will continue to operate below the adopted level of service standard. Minor signal timing adjustments will be required for the intersection of Biscayne Boulevard and NE 36th Street to operate within the adopted standards. Also, the intersection of NE 36th Street/NE 2nd Avenue currently operates below the LOS standard. The city of Miami has identified this intersection as currently congested, and has commissioned a traffic operational study with the intent of improving the level of operations. For future conditions, one minor approach (southbound) of the intersection of NE 29th Street at Midtown Boulevard (NE 1st Avenue) is projected to operate above the LOS E standard adopted by the city. This is largely due to the Wal-Mart committed development located one block away. However, improvements recommended in the Wal-Mart Traffic Study (see Section 3.0) are projected to alleviate this situation. The implementation of Transportation Control Measures could result in a potential ten percent (10%) reduction of peak hour vehicle trips. Furthermore, the City of Miami Streetcar will ease some of the increased demand anticipated from future growth. Page 27 p en ix rove• Transpo ation ethodology J 40,,0„ ••• •• OVEI"ItS 5 -0 SETBACK AT GROUND PROPERTY LINE S PLAN — — NE 34TH STREET o' 20' 40' 80' TRAFFIC STUDY METHODOLOGY Midtown 3 July 25, 2013 Revised: August 28, 2013 PROJECT LOCATION The project will be located on the northeast corner of the Midtown Blvd / NW 34th Street intersection in Miami, Florida. The project proposes 400 residential units, an 80-room hotel and approximately 25,000 SF of retail space. PURPOSE This methodology will provide the details of the Traffic Impact Analysis proposed for this development. This methodology is based on the requirements from the city of Miami. Confirmation of this methodology will be requested from the city prior to performing the study. METHODOLOGY This methodology proposes completion of the required analysis as follows: ® The study limits are defined as 1-195 to the north, NW 29th Street to the south, Biscayne Boulevard the east and 1-95 to the west. The site is located outside the limits of the Downtown Area -wide DRI. • Turning movement traffic counts will be collected during the PM (4:00-6:00) peak period at the following nine intersections in the immediate project vicinity. 1. NW 36th Street / Biscayne Boulevard 2. NW 36th Street /N. Miami Avenue 3. NW 34th Street / N. Miami Avenue 4. NW 29th Street / N. Miami Avenue 5. NE 36th Street at Midtown Boulevard/NE 1st Avenue 6. NE 36th Street at NE 2nd Avenue 7 NE 34th Street at Buena Vista Boulevard 8. NE 34th Street at Midtown Boulevard/NE 1st Avenue 9. NE 29th Street at Midtown Boulevard/NE 1st Avenue In addition to these intersections, we will analyze the project driveway(s). ® Segment traffic volumes will be collected as 24-hour machine counts at the following locations: 1. N. Miami Avenue between NW 29th Street and I-195 WB on -ramp 2. NW 36th Street between Biscayne Boulevard and N. Miami Avenue 3. Midtown Boulevard/NE ft Avenue from NE 29"` Street to NE 36ttt Street 4. NE 29th Street from NW 5th Avenue to N. Miami Avenue 5. NE 29th Street from N. Miami Avenue to Biscayne Boulevard • Available Florida Department of Transportation (FDOT) counts will be consulted where appropriate. • Raw traffic counts will be adjusted to peak season (for the peak hour period). • The signal timing and phasing at the study signalized intersections will be obtained from Miami -Dade County. • Existing and future traffic conditions for the project area will be established using the person -trip method. The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. • Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the Downtown DRI, FDOT LOS Manual, or other acceptable equivalent. • Project Traffic — Project trip generation will be based on the calculation of person -trips consistent with the city of Miami Comprehensive Plan. Person -trips generated by the project will be established using the following procedure consistent with Increment II of the Downtown DRI: 1. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits from Increment II of the Downtown DRI or other acceptable equivalent. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction based on estimates from Increment II of the Downtown DRI or other acceptable equivalent. 5. Establish the net external vehicle trips. 6. Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. 7. Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. 8. Add together the project net external person -trips for the vehicle and transit modes. • Background Traffic - A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes. • Committed Developments - Will be based on the list of relevant projects included in the City's web based application or provided by city staff Committed development trips will also be converted to person -trips based on the methodology described above. No approved committed developments have been identified within the study area. • Highway Capacity Software (HCS) based on the 2010 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. Project and committed development net external vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection capacity analysis. Intersection capacity analyses will be performed at the five study intersections and the proposed project driveways. • Trip Assignment - Net new external project traffic will be assigned to the adjacent street network using the appropriate cardinal distribution from the Metro -Dade Long Range Transportation Plan Update, 2I E>., published by the Metropolitan Planning Organization. Normal traffic patterns will also be considered when assigning project trips. • A Transportation Control Measure Plan will be included in the report. • The City of Miami Trolley alignment will be discussed in the analysis. • The potential impact of the project on the existing ors -street parking spaces will be examined. If you have any questions you can contact me at (305) 447-0900. w:\13\13173\report\traffic methodology_memo_rev.docx 3I en• Traffic ounts ignal Timings Traffic ounts DAVID PLUMME2 & ASSOCIATES, Project Location: Observer: INC. Name: p® MOVEMENT 9p® p� COUNTS TURNING MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day of Week: Wednesday 13173 NE 29th Street & NE 1st Ave 8/28/2013 Traffic Survey Specialists, Inc. s N Miami Ave NE/NW 34th Street TIME INTERVAL NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL '04:00 PM 04:15 PM 0 0 0 0 33 0 11 n 44 7 47 0 54 2 82 19 103 201 04:15 PM 04:30 PM 0 0 0 0 32 0 5 37 7 49 1 57 1 76 29 106 200 04:30 PM 04:45 PM 1 0 0 1 23 0 4 27 3 43 1 47 1 80 19 100 175 04:45 PM 05:00 PM 0 0 0 0 29 0 8 37 7 61 0 68 0 84 19 103 208 05:00 PM 05:15 PM 0 0 0 0 33 0 14 47 10 64 0 74 0 107 36 143 264 05:15 PM 05:30 PM 1 0 0 1 28 0 6 34 6 60 1 67 1 85 22 108 210 05:30 PM 05:45 PM 1 0 2 3 23 0 3 26 12 79 0 91 0 81 34 115 235 05:45 PM 06:00 PM 0 0 2 2 28 0 6 34 7 58 1 66 0 81 39 120 222 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS N Miami Ave NE/NW 34th Street TIME INTERVAL NORTHBOUND SORTHBOUND EASTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 2 0 2 4 116 0 29 144 30 233 2 265 3 341 110 453 522 PEAK HOUR FACTOR 0.50 0.75 0.82 0.85 0.88 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAVID PLUMME2 & ASSOCIATES, Project Location: Observer: INC. Name: /� MOVEMENT MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day of Week: Wednesday 13173 NE 34th Street & Buena Vista Boulevard 8/28/2013 Traffic Survey Specialists, Inc. Buena Vista Boulevard NE 34th Street TIME INTERVAL NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND ] GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 5 9 5 19 13 10 31 54 16 9 10 35 7 11 7 25 133 04:15 PM 04:30 PM 9 6 3 18 15 13 29 57 13 13 16 42 2 11 6 19 136 04:30 PM 04:45 PM 9 7 2 18 12 9 18 39 7 20 7 34 6 22 5 33 124 04:45 PM 05:00 PM 12 10 2 24 12 15 27 54 9 24 15 48 0 21 6 27 153 05:00 PM 05:15 PM 10 3 1 14 15 17 31 63 14 14 18 46 1 21 9 31 154 05:15 PM 05:30 PM 9 6 4 19 5 8 24 37 17 19 12 48 2 14 . 7 23 127 05:30 PM 05:45 PM 7 5 3 15 9 13 7 29 10 17 9 36 8 13 6 27 107 05:45 PM 06:00 PM 9 7 3 19 13 14 23 50 22 14 6 42 4 14 9 27 138 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Buena Vista Boulevard NE 34th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 35 27 12 74 47 50 96 193 55 66 47 167 15 64 28 107 462 PEAK HOUR FACTOR 0.77 0.85 0.89 0.83 0.92 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAVID RUMMER&ASSOCIATES, Project Location: Observer: INC. Name: MOVEMENT TURNING MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day of Week: Tuesday 13173 _ NE 34th Street & NE 1st Ave 8/27/2013 Traffic Survey Specialists, Inc. NE 1st Ave NE 34th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL s 04:00 PM 04:15 PM 12 33 4 49 5 8 6 19 8 7 16 31 1 8 5 14 113 04:15 PM 04:30 PM 21 14 7 42 8 12 6 26 7 7 12 26 2 7 2 11 105 04:30 PM 04:45 PM 13 20 2 35 7 8 6 21 20 6 10 36 1 5 1 7 99 04:45 PM 05:00 PM 12 14 9 35 6 7 4 17 12 7 18 37 2 6 3 11 100 05:00 PM 05:15 PM 9 22 10 41 5 14 10 29 8 6 12 26 3 5 1 9 105 05:15 PM 05:30 PM 17 13 6 36 6 9 6 21 17 5 9 31 3 7 1 11 99 05:30 PM 05:45 PM 16 24 8 48 3 10 8 21 8 14 16 38 2 4 5 11 118 05:45 PM 06:00 PM 15 17 8 40 6 12 6 24 18 11 22 51 3 3 1 7 122 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 1st Ave NE 34th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 58 79 27 165 23 40 26 90 49 32 58 139 9 23 10 41 403 PEAK HOUR FACTOR 0.86 0.82 0.72 0.86 0.91 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMET & ASSOCIATES, Project Location: Observer: INC. Name: �p �g �p TURNING MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day off Week: Tuesday 13173 NE 36th Street &Biscayne Blvd 8/27/2013 Traffic Survey Specialists, Inc. us1 NE 36th Street TIME INTERVAL NORTHBOUND SORTHBOUND EASTBOUND L WESTBOUND T R TOTAL GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 24 262 81 367 71 222 66 359 35 86 59 180 51 10 76 137 1,043 04:15 PM 04:30 PM 35 290 64 389 81 217 72 370 29 96 34 159 51 24 67 142 1,060 04:30 PM 04:45 PM 30 271 81 382 83 192 69 344 36 86 41 163 66 12 83 161 1,050 04:45 PM 05:00 PM 40 266 76 382 75 216 56 61 347 305 38 28 101 85 47 44 186 157 58 85 22 17 69 56 149 158 1,064 967 05:00 PM 05:15 PM 38 249 60 347 67 177 05:15 PM 05:30 PM 35 271 85 391 73 200 51 324 35 95 36 166 82 12 84 178 1,059 05:30 PM 05:45 PM 27 257 93 377 78 204 57 339 36 83 42 161 73 25 65 163 1,040 05:45 PM 06:00 PM 29 272 90 391 60 200 70 330 46 81 40 167 80 24 93 197 1 085 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS US1 �J NE 36th Street TIME INTERVAL NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 130 1080 318 1528 297 822 254 1373 143 360 173 676 276 74 299 649 3,876 PEAK HOUR FACTOR 0.98 0.96 0.92 0.91 0.99 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAV ID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day of Week: Wednesday ® 13173 NE 36th Street & NE1st Ave 8/27/2013 Traffic Survey Specialists, Inc. NE 1st Ave NE 36th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R 1 TOTAL L T R TOTAL L T TOTAL + ++ • 0 0 0 0 0 + + +• 0 0 0 0 0 ++• + 0 0 0 0 0 +- + ++• 0 0 0 0 0 +: ++ • +: 0 — — 0 0 0 0 +: +: +• 0 0 0 0 0 +: +: • 0 0 0 0 0 +: • +• ++ • 0 0 0 0 0 AM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 1st Ave NE 36th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 07:00 AM 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR FACTOR NA NA NA NA #DIV/0! Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day of Week: Tuesday 13173 NE/NW 29th Street & N Miami Ave 8/27/2013 Traffic Survey Specialists, Inc. N Miami Ave NE/NW 29th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL , 04:00 PM 04:15 PM 9 167 15 191 6 96 23 125 20 43 9 72 9 74 47 130 518 04:15 PM 04:30 PM 5 155 11 171 4 102 31 137 22 38 12 72 7 77 38 122 502 04:30 PM 04:45 PM 3 190 10 203 2 97 33 132 19 38 6 63 9 64 35 108 506 04:45 PM 05:00 PM 2 199 15 216 7 113 23 143 19 40 13 72 10 60 23 93 524 05:00 PM 05:15 PM 8 233 13 254 7 115 21 143 25 35 12 72 8 55 23 86 555 05:15 PM 05:30 PM 11 198 15 224 3 144 35 182 31 50 10 91 10 55 37 102 599 05:30 PM 05:45 PM 4 173 16 193 4 134 22 160 13 45 8 66 7 47 28 82 501 05:45 PM 06:00 PM 5 143 12 160 5 105 24 134 21 37 7 65 10 44 32 86 445 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS N Miami Ave NE/NW 29th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 24 736 54 814 19 458 107 584 86 165 39 289 35 240 133 409 1,820 PEAK HOUR FACTOR 0.88 0.82 0.82 0.90 0.91 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAVID FLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: p� ®/ TURNING MOVEMENT COUNTS Midtown 3 Project Number: Count Date: Day of Week: Tuesday 13173 NE/NW 34th Street & N Miami Ave 8/27/2013 Traffic Survey Specialists, Inc. N Miami Ave NE/NW 34th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 8 229 25 262 34 131 4 169 3 2 1 6 17 3 60 80 517 04:15 PM 04:30 PM 1 192 8 201 24 136 6 166 4 2 3 9 23 2 37 62 438 04:30 PM 04:45 PM 1 245 15 261 36 128 4 168 4 6 2 12 19 1 34 54 495 04:45 PM 05:00 PM 0 220 25 245 37 127 4 168 4 3 4 11 22 0 70 92 516 05:00 PM 05:15 PM 7 234 25 266 29 147 3 179 5 3 6 14 13 3 44 60 519 05:15 PM 05:30 PM 3 243 34 280 36 200 7 243 6 3 2 11 17 1 54 72 606 05:30 PM 05:45 PM 3 205 23 231 38 161 3 202 6 2 4 12 13 3 53 69 514 05:45 PM 06:00 PM 7 202 28 237 55 133 0 188 2 6 1 9 16 0 45 61 495 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS N Miami Ave NE/NW 34th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 15 894 92 1001 146 587 16 749 17 14 12 42 71 7 200 278 1,993 PEAK HOUR FACTOR 0.91 0.81 0.86 0.80 0.89 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: ® �'± ®� p� pg TURNING MOVEMENT COUNTS Midtown 3 ^�'° S Project Number: Count Date: Day of Week: Tuesday 13173 NE/NW 36th Street & N Miami Ave 8/27/2013 Traffic Survey Specialists, Inc. N Miami Ave NE/NW 36th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL I L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 11 221 42 274 47 135 31 213 38 126 18 182 25 r 69 44 138 807 04:15 PM 04:30 PM 24 203 26 253 54 116 46 216 54 117 20 191 26 80 52 1 158 818 04:30 PM 04:45 PM 20 220 29 269 43 128 35 206 40 118 18 176 38 71 47 156 807 04:45 PM 05:00 PM 16 225 52 293 39 121 36 196 47 85 21 I 153 32 88 40 ,I 160 802 05:00PM 05:15PM 14 220 23 257 34 129 26 189 48 100 16 164 30 107 45 182 792 05:15 PM 05:30 PM 17 241 49 307 39 196 51 286 38 96 24 158 29 93 46 168 919 05:30 PM 05:45 PM 13 203 39 255 42 153 40 235 51 114 16 181 28 77 45 150 821 05:45PM 06:00PM 12 185 44 241 46 141 36 223 33 105 15 153 i 40 62 36 138 T 755 PM PEAK PERIOD TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS N Miami Ave NE/NW 36th Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 64 868 154 1085 174 565 152 891 176 435 75 686 125 327 179 631 2,841 PEAK HOUR FACTOR 0.91 0.79 0.91 0.91 0.91 Note: 2012 FDOT Seasonal Weekly Volume Factor = 1.01 5:15p to 6:15p EXISTING CONDITIONS 2m3 Summary of Traffic Data Collected Based on existing Turning Movement Count (TMC) data provided by the Department, maximum traffic volumes for both intersections were found to occur from 7:00am to 9:00am and from 4:30pm to 6:30pm. TMCs for these timeframes were recorded by Marlin Engineering, Inc. on June 7, 2011, and the peak hour for each intersection was determined. Table 24 and Figure 2-3 show the peak hour traffic volumes for the NE 36° Street/N. Federal Highway/NE 2nd Avenue intersection, and Table 2-2 and Figure 2- 4 show the same data for the NE 39th Street/N. Federal Highway/NE 38th Street intersection. Table 2-1: Peak Hour Traffic Volumes — NE 36th St/N. Federal Hwy/NE 2nd Ave _.._-...°NE 2nd r.t;e t 3 N ed rai tfi, Y SB t E 36th St EB NE 36t) St B Left Hard Hard Left Thru Right Right Lett 496 144 Be r �_QIf ihrif 7. 0 2nd Ave SB T Hard Bear Bear Hard Left Left ;rot Right 183 29 ®® 106 ® 59 Figure 2-3: Peak Hour Traffic Volues — NE 36`I' St/N. Federal Hwy/NE 2"d Ave AM PEAK HOUR MD NE r3 tr'2r, 72 r a 35� ` s �' 4VtPi NE 36th Street and NE 2" d Avenue Intersection Modifications PM PEAK HOUR Page 2-3 DAVID FLUNM72 & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Midtown 3 N Miami Avenue South of NW 32 Street Traffic Survey Specialists, Inc. TIME lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 31 31 14 14 90 01:00 AM 8 17 12 12 49 02:00 AM 14 12 17 9 52 03:00 AM 10 16 10 11 47 04:00 AM 8 7 11 14 40 05:00 AM 6 10 7 17 40 06:00 AM 15 22 37 40 114 07:00 AM 30 59 70 58 217 08:00 AM 103 101 76 79 359 09:00 AM 87 89 95 70 341 10:00 AM 76 99 100 102 377 11:00 AM 100 120 116 109 445 12:00 PM 124 141 149 142 556 01:00 PM 142 158 120 139 559 02:00 PM 132 169 148 150 599 03:00 PM 168 169 162 180 679 04:00 PM 205 204 228 246 883 05:00 PM 252 239 223 208 922 06:00 PM 226 189 171 114 700 07:00 PM 127 111 116 117 471 08:00 PM 105 96 87 76 364 09:00 PM 78 60 57 71 266 - 10:00 PM 66 45 56 58 225 11:00 PM 53 47 30 31 161 24-HOUR TOTAL 8,556 Project No.: 13173 Count Date: 8/28/13 Day of Week: Thursday TIME lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 22 23 26 12 83 01:00 AM 17 17 11 15 60 02:00 AM 19 9 22 12 62 03:00 AM 8 7 7 5 27 04:00 AM 10 14 12 12 48 05:00 AM 10 19 19 27 75 06:00 AM 48 69 119 117 353 07:00 AM 151 171 204 306 832 08:00 AM 316 271 328 330 1,245 09:00 AM 324 323 268 284 1 199 10:00 AM 213 200 170 182 765 11:00AM 157 152 149 163 621 12:00 PM 145 170 156 144 : 615 01:a0 PM 191 149 170 182 692 02:00 PM 183 166 163 145 657 03:00 PM 149 155 149 161 614 04:00PM 163 156 155 164 638 05:00 PM 138 147 155 149 589 06:00 PM 137 150 155 133 575 07:00 PM 124 93 121 115 453 08:00 PM 89 85 95 92 361 09:00 PM 65 59 66 57 247 10:00 PM 61 61 58 49 229 11:00PM 44 38 32 19 133 24-HOUR TOTAL 11,173 PEAK PERIOD AVERAGE ANNUAL CONDITIONS SUMMARY Seasonal Factor: 1.01 NORTHBOUND WESTBOUND TWO-WAY AM Peak Hour: Volume: 290 1,049 1,340 PM Peak Hour: Volume: 912 620 1,531 TWO-WAY TOTAL 173 109 114 74 88 115 467 1,049 1,604 1,540 1,142 1,066 1,171 1,251 1,256 1,293 1,521 1,511 1,275 924 725 513 454 294 19,729 b DAVID PLUMES & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Midtown 3 NE 36 Street West of NE 1 Ave Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 40 39 29 34 142 01:00 AM 31 15 19 17 82 02:00 AM 20 25 16 14 75 03:00 AM 13 15 17 13 58 04:00 AM 17 6 20 26 69 05:00 AM 16 22 37 48 123 06:00 AM 53 74 113 117 357 07:00 AM 112 147 176 178 613 08:00 AM 189 171 159 123 642 09:00 AM 160 169 175 157 661 10:00AM 135 159 155 142 591 11:00 AM 158 149 138 140 585 12:00PM 157 158 169 173 657 01:00 PM 192 166 179 177 714 02:00 PM 180 171 182 199 732 03:00 PM 174 185 190 188 737 04:00 PM 172 186 173 199 730 05:00 PM 176 192 154 193 715 06:00 PM 171 153 186 169 679 07:00 PM 171 172 177 191 711 08:00 PM 166 164 162 131 623 09:00 PM 123 132 123 122 500 10:00 PM 96 116 112 99 423 11:00 PM 80 68 61 65 274 124-HOUR TOTAL } 11,493 Project No.: P 13173 Count Date: 8/28/13 Day of Week: Thursday BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 34 53 40 42 169 01:00 AM 25 22 20 10 77 02:00 AM 16 13 11 10 50 03:00 AM 10 5 6 5 26 04:00 AM 4 8 5 7 24 05:00 AM 14 7 14 23 58 06:O0 AM 26 38 42 54 160 07:00 AM 65 88 90 103 346 08:00AM 109 120 118 122 469 09:00 AM 103 136 124 106 469 10:00AM 124 125 138 122 509 11:00AM 132 131 130 125 518 12:00PM 142 140 140 148 570 01:00 PM 135 130 128 137 530 02:00 PM 147 155 145 149 596 03:00PM 154 146 143 184 627 04:00 PM 167 155 157 166 645 05:00 PM 174 142 144 131 591 06:00PM 137 130 127 130 524 07:00 PM 107 123 101 136 467 08:00 PM 94 104 104 92 394 09:00 PM 84 69 76 73 302 10:00 PM 61 66 44 63 234 11:00 PM 56 47 68 48 219 124-HOUR TOTAL 1 8,574 PEAK PERIOD AVERAGE ANNUAL CONDITIONS SUMMARY Seasonal Factor: 1.01 EASTBOUND WESTBOUND TWO-WAY AM Peak Hour: Volume: 633 412 1,045 PM Peak Hour: Volume: 730 624 1,354 TWO-WAY TOTAL 311 159 125 84 93 181 517 959 1,130 1,100 1,103 1,227 1,244 1,328 1,364 1,375 1,306 1,203 1,178 1,017 802 657 493 20,067 DAVID PLOWER & ASSOCIATES. INC. Project Name: Location: Observer: 24-HOUR COUNTS Midtown 3 NE 1 Avenue North of NE 32 Street Traffic Survey Specialists, Inc. TIME lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 11 11 3 5 30 01:00 AM 6 3 2 2 13 02:00 AM 2 0 2 1 5 03:00 AM 1 0 0 0 1 04:00 AM 0 1 0 2 3 05:00 AM 3 3 3 0 9 06:00 AM 4 3 4 9 20 07:00 AM 8 12 9 15 44 08:OOAM 21 18 22 21 82 09:00 AM 27 17 14 18 76 10:00 AM 10 23 15 16 64 11:00 AM 20 31 18 16 85 12:00 PM 21 22 34 30 107 0r.00PM 46 55 31 37 169 02:00 PM 38 31 26 38 133 03:00 PM 29 38 29. 33 129 04:00PM 30 49 32 37 148 05:00 PM 35 0 34 46 115 06:00 PM 44 56 38 39 177 07:00 PM 43 52 33 42 170 08:00 PM 46 38 45 35 164 09:00 PM 28 31 16 26 101 10;00 PM 35 16 14 25 90 11:00 PM _ 19 17 9 13 58 24-HOUR TOTAL 1,993 Project No.: 13173 Count Date: 8/28/13 Day of Week: Thursday BEGIN TIME SOUTHBOUND lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 11 6 4 5 26 01:00AM 9 1 3 3 16 02:00 AM 2 1 3 1 7 03:00 AM 1 0 0 1 2 04:00 AM 2 2 1 3 8 05:00 AM 1 2 2 1 6 06O0 AM 3 2 3 4 12 07:00 AM 4 13 8 5 30 08:00 AM 9 19 22 30 80 09:00 AM 26 26 19 25 96 10:00AM 28 36 26 15 105 11:00 AM 19 21 19 37 96 12:00 PM 26 37 33 37 133 01:00 PM 33 47 22 43 145 02:00 PM 37 45 40 31 153 03:00 PM 29 29 23 29 110 04:00PM 22 20 20 31 93 05:00PM 51 63 31 27 172 06:00 PM 59 42 54 64 219 07:00 PM 76 77 50 64 267 08:00 PM 52 68 60 72 252 09:00 PM 44 26 38 33 141 10:00 PM 27 20 17 19 83 11;00 PM 15 14 28 24 81 24-HOUR TOTAL 2,333 PEAK PERIOD AVERAGE ANNUAL CONDITIONS SUMMARY Seasonal Factor: 1.01 NORTHBOUND WESTBOUND TWO-WAY AM Peak Hour: Volume: 63 56 119 PM Peak Hour: Volume: 133 134 267 TWO-WAY TOTAL 56 29 12 3 11 15 32 74 162 172 169 181 240 314 286 239 241 287 396 437 416 242 173 139 4,326 DAV ID PLUMMER &ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Midtown 3 NE 1 Avenue North of NE 32 Street Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 11 11 3 5 30 01:00 AM 6 3 2 2 13 02:00 AM 2 0 2 1 5 03:00 AM 1 0 0 0 1 04:00 AM 0 1 0 2 3 05:00 AM 3 3 3 0 9 06:00 AM 4 3 4 9 20 07:00 AM 8 12 9 15 44 08:00 AM 21 18 22 21 82 09:00 AM 27 17 14 18 76 10:00 AM 10 23 15 16 64 11:00 AM 20 31 18 16 85 12:00 PM 21 22 34 30 107 01:00 PM 46 55 31 37 169 02:00 PM 38 31 26 38 133 03:00 PM 29 38 29 33 129 04:00 PM 30 49 32 37 148 05:00 PM 35 0 34 46 115 06:00 PM 44 56 38 39 177 07:00 PM 43 52 33 42 170 08:00 PM 46 38 45 35 164 09:00 PM 28 31 16 26 101 10:00 PM 35 16 14 25 90 11:00 PM 19 17 9 .13 58 24-HOUR TOTAL 1,993 Project No.: 13173 Count Date: 8/28/13 Day of Week: Thursday BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 11 6 4 5 26 01:00AM 9 1 3 3 16 02:00 AM 2 1 3 1 7 03:00 AM 1 0 0 1 2 04:00 AM 2 2 1 3 8 05:00 AM 1 2 2 1 6 06:00 AM 3 2 3 4 12 07:00 AM 4 13 8 5 30 08:00 AM 9 19 22 30 80 09:00 AM 26 26 19 25 96 10:00 AM 28 36 26 15 105 11:00 AM 19 21 19 37 96 12:00 PM 26 37 33 37 133 01:00 PM 33 47 22 43 145 02:00 PM 37 45 40 31 153 03:00 PM 29 29 23 29 110 04:00 PM 22 20 20 31 93 05:00 PM 51 63 31 27 172 06:00 PM 59 42 54 64 219 07:00 PM 76 77 50 64 267 08:00 PM 52 68 60 72 252 09:00 PM 44 26 38 33 141 10:00 PM 27 20 17 19 83 11:00 PM 15 14 28 24 81 24-HOUR TOTAL 2,333 PEAK PERIOD AVERAGE ANNUAL CONDITIONS SUMMARY Seasonal Factor: 1.01 NORTHBOUND WESTBOUND TWO-WAY AM Peak Hour: Volume: 63 56 119 PM Peak Hour: Volume: 133 134 267 TWO-WAY TOTAL 56 29 12 3 11 15 32 74 162 172 169 181 240 314 286 239 241 287 396 437 416 242 173 139 4,326 DAVID A L59E? & ASSOCIATES. INC. Project Name: Location: Observer: 24-HOUR COUNTS Midtown 3 NE 29 Street East of NW 2 Ave Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 7 13 9 3 32 01:00 AM 6 6 5 6 23 02:00 AM 3 4 1 4 12 03:00 AM 3 8 4 0 15 04:00 AM 0 0 2 6 8 05:00 AM 10 2 8 14 34 06:00 AM 5 26 35 44 110 07:00 AM 28 47 59 73 207 08:00 AM 73 74 63 64 274 09:00 AM 53 57 69 51 230 10:00 AM 58 57 68 57 240 11:00 AM 71 59 59 75 264 12:00 PM 86 70 79 74 309 01:00 PM 68 62 74 75 279 02:00 PM 92 91 68 78 329 03:00 PM 77 73 82 88 320 04:00 PM 77 64 77 78 296 05:00 PM 89 80 91 66 326 06:00 PM 93 79 50 59 281 07:00 PM 65 46 55 52 218 08:00 PM 43 42 33 24 142 09:00 PM 31 36 32 19 118 10:00 PM 29 22 28 24 103 11:OOPM 10 22 17 22 71 24-HOUR TOTAL _ 4,241 Project No.: 13173 Count Date: 8/28/13 Day of Week: Thursday BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 6 7 10 5 28 01:OO AM 5 7 3 3 18 02:00 AM 5 3 2 6 16 03:00 AM 5 2 1 1 9 04:00 AM 3 1 3 2 9 05:00 AM 4 2 5 7 18 06:00 AM 10 9 23 39 81 07:00 AM 35 43 54 72 204 08:00 AM 71 63 57 84 275 09:00 AM 84 75 63 81 303 10:00 AM 69 59 77 61 266 11:00 AM 66 61 69 67 263 12:00 PM 71 76 77 82 306 01:00 PM 84 85 91 103 363 02:00 PM 84 89 90 79 342 03:00 PM 80 74 81 77 312 04:00 PM 91 87 100 85 363 05:00 PM 117 96 82 90 385 06:00 PM 80 74 57 76 287 07:00 PM 58 53 55 34 200 08:00 PM 42 41 39 36 158 09:00 PM 21 39 27 38 125 10:00 PM 32 25 23 21 101 11:00 PM 26 20 20 11 77 24-HOUR TOTAL 4,509 PEAK PERIOD AVERAGE ANNUAL CONDITIONS SUMMARY Seasonal Factor: 1.01 EASTBOUND WESTBOUND TWO-WAY AM Peak Hour: Volume: 242 242 485 PM Peak Hour: Volume: 314 378 692 TWO-WAY TOTAL 60 41 28 24 17 52 191 411 549 533 506 527 615 642 671 632 659 711 568 418 300 243 204 148 8,750 DAVID P UMMER&ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Midtown 3 NE 29 Street East of NE 1 Ave Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND ' 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00AM 12 12 , 12 11 47 01:00 AM 8 12 12 5 37 02:00 AM 9 5 5 11 30 03:00 AM 1 2 2 1 6 04:00 AM 5 0 3 0 8 05:00 AM 3 8 5 13 29 06:00 AM 10 24 28 27 89 07:00 AM 32 43 51 74 200 08:00 AM 84 64 83 66 297 09:00 AM 79 69 • 71 87 306 10:00 AM 66 90 73 59 288 11:00 AM 63 67 64 75 269 12:00 PM 70 65 92 95 322 01:00 PM 91 93 87 104 375 02:00 PM 90 110 80 83 363 03:00 PM 83 89 75 81 328 04:00 PM 78 83 68 85 314 05:00 PM 100 83 112 85 380 06:00PM 114 107 83 77 381 07:00 PM 72 93 90 83 338 08:00 PM 88 65 60 68 281 09:00 PM ' 46 60 40 45 191 10:00 PM 51 45 28 46 170 11:00 PM 40 28 31 14 113 24-HOUR TOTAL 5,162 Project No.: 13173 Count Date: 8/28/13 Day of Week: Thursday BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 , TOTAL 12:00AM 21 15 9 14 59 01:00AM 14 9 10 5 38 02:00 AM 11 11 7 4 33 03:00 AM 5 1 1 3 10 04:00 AM 0 3 4 4 11 05:00 AM 4 5 2 4 15 06:00 AM 10 9 16 23 58 07:00 AM 36 39 43 55 173 08:00 AM 54 52 76 66 248 09:00 AM 61 59 71 71 262 10:00 AM 54 50 74 65 243 11:00 AM 77 87 71 71 306 12:00 PM 74 72 110 101 357 01:00 PM 91 114 92 103 400 02:00 PM 113 113 79 86 391 03:00 PM 86 106 96 113 401 04:00 PM 105 106 101 101 413 05:00 PM 142 110 116 114 482 06:00 PM 107 105 93 87 392 07:00 PM 93 85 69 76 323 08:00 PM 87 78 57 67 289 09:00 PM 62 47 39 45 193 10:00 PM 50 40 35 32 157 11:00 PM 25 18 19 23 85 24-HOUR TOTAL 5,339 PEAK PERIOD AVERAGE ANNUAL CONDITIONS SUMMARY Seasonal Factor: 1.01 EASTBOUND WESTBOUND TWO-WAY AM Peak Hour: Volume: 250 213 464 PM Peak Hour: Volume: 350 452 802 TWO-WAY TOTAL 106 75 63 16 19 44 147 373 545 568 531 575 679 775 754 729 727 862 773 661 570 384 327 198 10,501 NE 36TH STREET & US 1 MIAMI, FLORIDA COUNTED BY: M. CRUZ & L. PALOMINO `IGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. : 36ST_US1 Page : 1 US 1 From North INE 36TH STREET 'From East IUS 1 INE 36TH STREET 'From South !From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 08/27/13 16:00 0 71 222 66 ( 1 50 10 76 1 0 24 262 81 0 35 86 59 16:15 0 81 217 72 1 0 51 24 67 0 35 290 64 0 29 96 34 16:30 0 83 192 69 0 66 12 83 0 30 271 81 0 36 86 41 16:45 0 75 216 56 0 58 22 69 1 0 40 266 76 1 0 38 101 47 Hr Total 0 310 847 263 1 225 68 295 1 0 129 1089 302 1 0 138 369 181 17:00 0 67 177 61 0 85 17 56 1 0 38 249 60 0 28 85 44 17:15 0 73 200 51 1 0 82 12 84 1 0 35 271 85 1 0 35 95 36 17:30 0 78 204 57 0 73 25 65 1 0 27 257 93 0 36 83 42 17:45 0 60 200 70 1 0 80 24 93 1 0 29 272 90 1 0 46 81 40 Hr Total 0 278 781 239 1 0 320 78 298 1 0 129 1049 328 I 0 145 344 162 1043 1060 1050 1064 4217 967 1059 1040 1085 4151 *TOTAL* 0 588 1628 502 1 1 545 146 593 ( 0 258 2138 630 1 0 283 713 343 ( 8368 NE 36TH STREET & US 1 MIAMI, FLORIDA COUNTED BY: M_ CRUZ & L. PALOMINO ���IGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00130139 Start Date: 08/27/13 File I.D. 36ST_US1 Page : 2 US 1 INE 36TH STREET IUS 1 INE 36TH STREET From North 'From East IFrom South (From West 1 1 UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 08/27/13 Peak Hour Analysis By Entire Intersection for the Period: 16:00 t Peak start 16:00 Volume 0 310 847 263 Percent 0% 22% 6045 19% Pk total 1420 Highest 16:15 Volume 0 81 217 72 Hi total 370 PHF .96 NE 36TH STREET 129 68 460 263 138 138 • 369 16:00 1 225 68 295 0% 38% 12% 50% 589 16:30 0 66 12 83 161 .91 US 1 847 847 1,420 18:00 on 08/27/13 16:00 0 129 1089 302 0% 8% 72% 20% 1520 16:15 0 35 290 64 389 .98 310 138 1,089 295 310 1,522 1,148 2,942 • ALL VEHICLES 1,570 369 688 1 Intersection Total 4,217 181 181 0 0 1-J 226 847 181 1,254 2,774 129 US 1 129 16:00 0 138 369 181 0% 20% 54% 26% 688 16:45 0 38 101 47 186 .92 295 295 589 68 68 • 226 226 310 981 369 302 NE 36TH STREET NE 36TH STREET & US 1 MIAMI, FLORIDA COUNTED BY: M. CRUZ & L. PALOMINO IGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00130139 Start Date: 08/27/13 File I.D. : 36ST_US1 Page : 1 US 1 INE 36TH STREET IUS 1 INE 36TH STREET 1 From North 1From East (From South 'From West j 1 Left Thru Right Peds Left Thru Right Peds 1 Left Thru Right Peds Left Thru Right Peds I Total Date 08/27/13 16:00 0 0 0 8 j 0 0 0 1 1 0 0 0 12 1 0 0 0 2 I 23 16:15 0 0 0 9 j 0 0 0 5 j 0 0 0 4 1 0 0 0 18 1 36 16:30 0 0 0 8 j 0 0 0 6 j 0 0 0 5 0 0 0 2 1 21 16:45 0 0 0 i j 0 0 0 3 j 0 0 0 2 1 0 0 0 6 I 12 Hr Total 0 0 0 26 0 0 0 15 0 0 0 23 0 0 0 28 1 92 17:00 0 0 0 4 1 0 0 0 20 1 0 0 0 4 I 0 0 0 6 j 34 17:15 0 0 0 6 1 0 0 0 5( 0 0 0 2 1 0 0 0 1 1 14 17:30 0 0 0 8 j 0 0 0 4 j 0 0 0 7 1 0 0 0 5 1 24 17:45 0 0 0 3 1 0 0 0 0 1 0 0 0 9! 0 0 0 3 I 15 Hr Total 0 0 0 21 j 0 0 0 29 ( 0 0 0 22 l 0 0 0 15 I 87 *TOTAL* 0 0 0 47 j 0 0 0 44 0 0 0 45 J 0 0 0 43 I 179 v�l .�> ry tot4k(‘ A a� 151keIll rJ I t 1\ k71 Nk(a.m.;, IFLorckcL �tSubT 2.8,2.0c3 dirtuat ti�'. Lu.-ksPaiontiro NE/NW 36TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ IIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. 365TMIAM Page : 1 N MIAMI AVENUE INE 36TH STREET IN MIAMI AVENUE INW 36TH STREET From North IFrom East 'From South From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 08/27/13 16:00 0 47 135 31 J 0 25 69 44 0 11 221 42 0 38 126 18 16:15 0 54 116 46 1 0 26 80 52 1 0 24 203 26 0 54 117 20 16:30 0 43 128 35 0 38 71 47 0 20 220 29 0 40 118 18 16:45 0 39 121 36 0 32 88 40 0 16 225 52 1 0 47 85 21 Hr Total 0 183 500 148 ( 0 121 308 183 0 71 869 149 0 179 446 77 17:00 0 34 129 26 1 0 30 107 45 j 0 14 220 23 0 48 100 16 17:15 0 39 196 51 1 0 29 93 46 j 0 17 241 49 0 38 96 24 17:30 0 42 153 40 0 28 77 45 0 13 203 39 0 51 114 16 17:45 0 46 141 36 1 0 40 62 36 1 0 12 185 44 1 0 33 105 15 Hr Total 0 161 619 153 1 0 127 339 172 1 0 56 849 155 0 170 415 71 807 818 807 802 3234 792 919 821 755 3287 *TOTAL* 0 344 1119 301 j 0 248 647 355 0 127 1718 304 J 0 349 861 148 I 6521 NE/NW 36TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ 'iIGNALI ZED Traffic Survey Specialists, inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. 36STMIAM Page : 2 N MIAMI AVENUE ENE 36TH STREET IN MIAMI AVENUE INW 36TH STREET From North (From East From South (From West I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right I Total Date 08/27/13 Peak Hour Analysis Sy Entire Intersection for the Period: 16:00 to 18:00 on 08/27/13 Peak start 16:45 I 16:45 1 16:45 Volume 0 154 599 153 I 0 119 365 176 1 0 60 889 163 Percent 0% 17% 66% 17% I 0% 18% 55% 27* I 0% 5% 80% 15% Pk total 906 I 660 1 1112 Highest 17:15 I 17:00 1 17:15 Volume 0 39 196 51 I 0 30 107 45 I 0 17 241 49 Hi total 286 I 182 I 307 PHF .79 I .91 1 .91 NW 36TH STREET 60 365 578 153 184 184 395 153 153 N MIAMI AVENUE 599 599 906 154 184 889 176 154 1,249 395 656 77 77 0 0 1 1,234 2,155 • ALL VEHICLES 1,372 Intersection Total 3,334 119 599 77 795 1,907 60 60 N MIAMI AVENUE 16:45 0 184 395 77 0% 28% 60% 12% 656 17:30 0 51 114 16 181 .91 176 176 660 365 1,112 • 889 889 163 163 365 119 119 154 712 395 163 NE 36TH STREET 0 0 NE/NW 36TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ \tGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00130139 Start Date: 08/27/13 File I.A. : 36STMIAM Page : 1 N MIAMI AVENUE INE 36TH STREET IN MIAMI AVENUE NNW 36TH STREET 1 From North (From East IFrom South From West Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds 1 Left Thru Right Peds I Total Date 08/27/13 16:00 0 0 0 0 1 0 0 0 3 1 0 0 0 2 1 0 0 0 1 I 6 16:15 0 0 0 0 1 0 0 0 0 1 0 0 0 2 J 0 0 0 0 I 2 16:30 0 0 0 2 1 0 0 0 0 1 0 0 0 4 1 0 0 0 1 I 7 16:45 0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 0 1 I 4 Hr Total 0 0 0 3 1 0 0 0 3 1 0 0 0 10 ( 0 0 0 3 I 19 17:00 0 0 0 0 1 0 0 0 5 0 0 0 5 1 0 0 0 0 1 10 17:15 0 0 0 1 1 0 0 0 1 1 0 0 0 10 1 0 0 0 0 1 12 17:30 0 0 0 3 1 0 0 0 3 1 0 0 0 4 j 0 0 0 0 1 10 17:45 0 0 0 1) 0 0 0 0 i 0 0 0 6( 0 0 0 3 1 10 Hr Total 0 0 0 5 1 0 0 0 9 0 0 0 25 1 0 0 0 3 I 42 *TOTAL* 0 0 0 8 1 0 0 0 12 1 0 0 0 35 1 0 0 0 6 j 61 i i Rcunik.(, (PLoo'ckcL, Pm.9 U.bT 27i 20 ciatWn bc`_ L-koti/ POADOCuil 0 s �Snac.�_ed NE 36TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO -MOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. 36ST 1AV Page : 1 NE 1ST COURT From North INE 36TH STREET (From East INE 1ST AVENUE !From South INE 36TH STREET 'From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 08/27/13 16:00 0 2 1 9 1 0 14 155 3 0 3 7 42 0 6 196 9 I 447 16:15 0 0 0 4 1 25 180 1 0 2 0 26 0 4 169 7{ 419 16:30 0 2 0 2 0 14 164 0 0 3 4 33 0 4 166 9 I 401 16:45 0 1 0 7 0 10 190 3 1 0 1 4 29 0 4 151 11 1 411 Hr Total 0 5 1 22 1 63 689 7 0 9 15 130 0 18 682 36 I 1678 17:00 0 1 0 8 0 18 181 2 0 1 1 38 0 1 159 10 { 420 17:15 0 1 0 1 1 24 164 2 0 1 2 33 0 2 152 6 I 389 17:30 0 0 0 3 1 0 18 178 3 0 5 5 25 1 1 158 13 ( 410 17:45 0 0 0 4 0 18 164 1 0 2 3 32 1 0 4 174 17 I 419 Er Total 0 2 0 16 { 1 78 687 8 0 9 11 128 1 8 643 46 { 1638 *TOTAL* 0 7 1 38 { 2 141 1376 15 0 18 26 258 1 1 26 1325 82 { 3316 NE 36TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO `QT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. 36ST lAV Page : 2 NE 1ST COURT (NE 36TH STREET INE 1ST AVENUE INE 36TH STREET I From North !From East (From South IFrom West I I 1 1 UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 08/27/13 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 08/27/13 Peak start 16:00 I 16:00 16:00 16:00 Volume 0 5 1 22 I 1 63 689 7 0 9 15 130 0 18 682 36 Percent 0% 18% 4% 79% I 0% 8% 91% 1% 0% 6% 10% 848 0% 2% 93% 5% Pk total 28 I 760 154 736 Highest 16:00 I 16:15 16:00 16:00 Volume 0 2 1 9 I 1 25 180 1 0 3 7 42 0 6 196 9 Hi total 12 I 207 52 211 PHF .58 I .92 .74 .87 NE 36TH STREET 9 689 720 22 18 18 682 NE 1ST COURT 1 1 28 5 5 1,456 68 18 15 7 40 ALL VEHICLES 1,577 682 736 ( Intersection Total 1,678 36 36 0 0 64 1 36 101 255 9 9 NE 1ST AVENUE 7 7 689 760 689 64 64 5 817 682 130 NE 36TH STREET 154 • 15 15 ) 130 130 0 0 NE 36TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO "OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS NE 1ST COURT From North INE 36TH STREET From East INE 1ST AVENUE 1From South Site Code : 00130139 Start Date: 08/27/13 File I.D. 36ST 1AV Page 1 INE 36TH STREET 'From West Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds 1 Left Thru Right Peds Total Date 08/27/13 16:00 0 0 0 4 I 0 0 0 0 I 0 0 0 9 I 0 0 0 4 I 17 16:15 0 0 0 5 1 0 0 0 0 1 0 0 0 10 1 0 0 0 4 1 19 16:30 0 0 0 5 1 0 0 0 2 1 0 0 0 8 1 0 0 0 1 1 16 16:45 0 0 0 5 1 0 0 0 1 1 0 0 0 3 1 0 0 0 3 1 12 Hr Total 0 0 0 19 1 0 0 0 3 1 0 0 0 30 1 0 0 0 12 I 64 17:00 0 0 0 8 l 0 0 0 3 1 0 0 0 12 1 0 0 0 1 1 24 17:15 0 0 0 0 1 0 0 0 3 1 0 0 0 6 1 0 0 0 1 1 10 17:30 0 0 0 5 1 0 0 0 1 1 0 0 0 8 1 0 0 0 2 1 16 17:45 0 0 0 4 1 0 0 0 1 1 0 0 0 7 1 0 0 0 1 1 13 Hr Total 0 0 0 17 I 0 0 0 S 1 0 0 0 33 1 0 0 0 5 1 63 *TOTAL* 0 0 0 36 1 0 0 0 11 j 0 0 0 63 1 0 0 0 17 1 127 Pe3tosT ammo 416119.... 2 assoc. sass.. NVaylk. PLoCaa., usT 11-0 1'5 <drawq. LuiS Wornino leko SiTv<12e44 NE 34TH STREET & BUENA VISTA BOULEVARD MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ 'OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/28/13 File I.D. 34STBUEN Page : 1 BUENA VISTA BOULEVARD INE 34TH STREET IBUENA VISTA BOULEVARD INE 34TH STREET From North 'From East (From South 'From West UTurn Left Thru Right J UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right Total Date 08/28/13 16:00 3 10 10 31 0 7 11 7 0 5 9 5 4 12 9 10 1 133 16:15 5 10 13 29 0 2 11 6 2 7 6 3 1 12 13 16 136 16:30 1 11 9 18 1 5 22 5 2 7 7 2 0 7 20 7 124 16:45 2 10 15 27 1 0 0 21 6 1 0 12 10 2 1 0 9 24 15 1 153 Hr Total 11 41 47 105 1 1 14 65 24 1 4 31 32 12 1 5 40 66 48 1 546 17:00 1 14 17 31 1 0 1 21 9 2 8 3 1 1 3 11 14 18 1 154 17:15 0 5 8 24 0 2 14 7 0 9 6 4 0 17 19 12 127 17:30 3 6 13 7 1 1 7 13 6 1 2 5 5 3 1 2 8 17 9 1 107 17:45 3 10 14 23 0 4 14 9 1 1 8 7 3 1 7 15 14 6 1 138 Hr Total 7 35 52 85 I 1 14 62 31 1 5 30 21 11 1 12 51 64 45 I 526 *TOTAL* 18 76 99 190 1 2 28 127 55 1 9 61 53 23 1 17 91 130 93 1 1072 NE 34TH STREET & BUENA VISTA BOULEVARD MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ RIOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/28/13 File I.D. 34STBUEN Page : 2 BUENA VISTA BOULEVARD INE 34TH STREET IBUENA VISTA BOULEVARD (NE 34TH STREET From North 'From East 'From South 'From West UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 08/28/13 Peak Hour Analysis By Entire Intersection for Peak start 16:15 ( 16:15 Volume 9 45 54 105 1 Percent 4% 218 25% 49% 1% Pk total 213 J 110 Highest 17:00 16:30 Volume 1 14 17 31 1 Hi total 63 1 33 .85 1 .83 PHF NE 34TH STREET 40 75 220 105 • 43 43 71 the Period: 16:00 to 8 75 26 78 688 24% 5 22 5 18:00 on 08/28/13 16:15 6 34 26 8% 46% 358 74 16:45 0 12 10 24 .77 BUENA VISTA BOULEVARD 105 54 54 105 54 54 71 170 • 56 56 0 0 1 390 213 308 43 26 26 95 • ALL VEHICLES Intersection Total 567 9 54 56 119 193 40 40 2 243 16:15 4 39 71 56 28 2315 42% 33% 170 16:45 0 9 24 15 48 .89 26 26 110 75 74 26 BUENA VISTA BOULEVARD 26 8 8 75 9 9 133 NE 34TH STREET 54 71 8 0 0 NE 34TH STREET & BUENA VISTA BOULEVARD MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ `;OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS BUENA VISTA BOULEVARD From North INE 34TH STREET 'BUENA VISTA BOULEVARD IFrom East (From South INE 34TH STREET 'From West Site Code : 00130139 Start Date: 08/28/13 File I.D. 34STBUEN Page 1 Left Thru Right Peds 1 Left Thru Right Peds 1 Left Thru Right Peds 1 Left Thru Right Peds I Total Date 08/28/13 16:00 0 0 0 8 1 0 0 0 14 1 0 0 0 10 1 0 0 0 45 77 16:15 0 0 0 0 1 0 0 0 11 1 0 0 0 11 1 0 0 0 41 1 63 16:30 0 0 0 2 1 0 0 0 8 1 0 0 0 8 1 0 0 0 32 1 50 16:45 0 0 0 7 1 0 0 0 11 1 . 0 0 0 20 1 0 0 0 37 I 75 Hr Total 0 0 0 17 I 0 0 0 44 1 0 0 0 49 1 0 0 0 155 1 265 17:00 0 0 0 10 0 0 0 10 1 0 0 0 13 1 0 0 0 31 I 64 17:15 0 0 0 5 0 0 0 9 1 0 0 0 10 1 0 0 0 34 1 58 17:30 0 0 0 5 0 0 0 6 1 0 0 0 7 1 0 0 0 44 62 17:45 0 0 0 10 0 0 0 23 1 0 0 0 15 1 0 0 0 44 1 92 Hr Total 0 0 0 30 0 0 0 48 1 0 0 0 45 1 0 0 0 153 1 276 *TOTAL* 0 0 0 47 1 0 0 0 92 1 0 0 0 94 1 0 0 0 308 1 541 ikki&-vvk 't I FL--oCei C(. ittika Cr 412-0 tb cl fawn Lui% &Kt AO oLimect NE/NW 34TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ �`7GNALIZED i Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00130139 Start Date: 08/27/13 File I.D. 34STMIAM Page : 1 N MIAMI AVENUE JNE 34TH STREET IN MIAMI AVENUE INW 34TH STREET From North 'From East 'From South 'From West 1 1 UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 08/27/13 16:00 0 34 131 4 0 17 3 60 0 8 229 25 0 3 2 1 517 16:15 0 24 136 6 1 22 2 37 ( 0 1 192 8 0 4 2 3 438 16:30 0 36 128 4 1 18 1 34 0 1 245 15 ( 0 4 6 2 495 16:45 0 37 127 4 1 1 21 0 70 0 0 220 25 0 4 3 4 516 Hr Total 0 131 522 18 1 3 78 6 201 1 0 10 886 73 0 15 13 10 1966 17:00 0 29 147 3 0 13 3 44 0 7 234 25 1 0 5 3 6 519 17:15 0 36 200 7 0 17 1 54 2 1 243 34 0 6 3 2 606 17:30 1 37 161 3 0 13 3 53 1 2 205 23 0 6 2 4 514 17:45 0 55 133 0 2 14 0 45 1 1 6 202 28 1 0 2 6 1 1 495 Hr Total 1 157 641 13 1 2 57 7 196 1 4 16 884 110 1 0 19 14 13 1 2134 *TOTAL* 1 288 1163 31 I 5 135 13 397 1 4 26 1770 183 1 0 34 27 23 1 4100 NE/NW 34TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ �TONALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00130139 Start Date: 08/27/13 File I.D. 34STMIAM Page 2 N MIAMI AVENUE INE 34TH STREET IN MIAMI AVENUE INW 34TH STREET From North From East From South 'From West I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Date 08/27/13 Right Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 08/27/13 Peak start 16:45 16:45 16:45 16:45 Volume 1 139 635 17 1 64 7 221 3 10 902 107 0 21 11 16 Percent 0% 18% 80% 2% 0% 22% 2% 75% 0% 1% 88% 10% 1 0% 44% 23% 33% Pk total 792 293 1022 i 48 Highest 17:15 16:45 17:15 ( 17:00 Volume 0 36 200 7 1 21 0 70 2 1 243 34 I 0 5 3 6 Hi total 243 92 280 I 14 PHF .81 .80 .91 1 .86 NW 34TH STREET 13 7 17 37 N MIAMI AVENUE 635 635 792 140 21 902 221 140 85 1,936 1, 144 • ALL VEHICLES 11 48 I Intersection Total 2,155 16 16 65 635 16 716 1,738 13 13 N MIAMI AVENUE 221 221 293 7 551 1,022 • 902 902 7 65 65 258 NE 34TH STREET 140 11 107 107 107 0 0 NE/NW 34TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ -1IGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00130139 Start Date: 08/27/13 File I.D. 34STMIAM Page : 1 N MIAMI AVENUE From North INE 34TH STREET From East IN MIAMI AVENUE (From South INW 34TH STREET 'From West Left Thru Right Peds I Left Thru Right Peds ' Left Thru Right Peds 1 Left Thru Right Date 08/27/13 Peds I Total 16:00 0 0 0 1 1 0 0 0 11 0 0 0 4 1 0 0 0 2 1 18 16:15 0 0 0 3 1 0 0 0 2 1 0 0 0 13 ' 0 0 0 2 I 20 16:30 0 0 0 5 1 0 0 0 7 1 0 0 0 12 1 0 0 0 10 I 34 16:45 0 0 0 1 1 0 0 0 4( 0 0 0 8 1 0 0 0 0 I 13 Hr Total 0 0 0 10 1 0 0 0 24 1 0 0 0 37 1 0 0 0 14 I 85 17:00 0 0 0 3 1 0 0 0 5 1 0 0 0 4 1 0 0 0 5 1 17 17:15 0 0 0 2 1 0 0 0 7 1 0 0 0 10 1 0 0 0 1 1 20 17:30 0 0 0 3 1 0 0 0 0 1 0 0 0 2 1 0 0 0 4 I 9 17:45 0 0 0 1 1 0 0 0 1 1 0 0 0 2 I 0 0 0 1 I 5 Hr Total 0 0 0 9( 0 0 0 13 1 0 0 0 18 1 0 0 0 11 I 51 *TOTAL* 0 0 0 19 1 0 0 0 37 I 0 0 0 55 ' 0 0 0 25 I 136 A A I R(0," IFLoCisdcL vcs-r 222 20 t eiccton Oti WA_ Rraora 0 sisoollezi NE/NW 29TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: AUSTYN QUINONES -"77,IGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. 29STMIAM Page : 1 N MIAMI AVENUE From North 1NE 29TH STREET IN MIAMI AVENUE 'From East. 1From South INN 29TH STREET 'From West UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right 1 Total Date 08/27/13 16:00 0 6 96 23 1 0 9 74 47 ( 0 9 167 15 0 20 43 9 1 518 16:15 0 4 102 31 1 1 6 77 38 ( 0 5 155 11 0 22 38 12 502 16:30 0 2 97 33 1 0 9 64 35 1 0 3 190 10 0 19 38 6 506 16:45 0 7 113 23 1 0 10 60 23 1 0 2 199 15 1 0 19 40 13 1 524 Hr Total 0 19 408 110 1 1 34 275 143 1 0 19 711 51 1 0 80 159 40 1 2050 17:00 1 6 115 21 0 8 55 23 1 0 8 233 13 1 1 24 35 12 1 555 17:15 0 3 144 35 1 0 10 55 37 1 0 11 198 15 ( 0 31 50 10 1 599 17:30 0 4 134 22 1 0 7 47 28 1 1 3 173 16 1 0 13 45 8 1 501 17:45 0 5 105 24 1 1 9 44 32 1 0 5 143 12 1 0 21 37 7 1 445 Hr Total 1 18 498 102 1 1 34 201 120 1 1 27 747 56 I 1 89 167 37 1 2100 *TOTAL* 1 37 906 212 I 2 68 476 263 1 1 46 1458 107 1 1 169 326 77 1 4150 NE/NW 29TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: AUSTYN QUINONES SIGNALIZED } Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. : 29STMIAM Page : 2 N MIAMI AVENUE INE 29TH STREET IN MIAMI AVENUE INW 29TH STREET I From North 'From East From South 'From West I I I i I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I Total Date 08/27/13 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 08/27/13 Peak start 16:30 16:30 16:30 ' 16:30 Volume 1 18 469 112 0 37 234 118 0 24 820 53 ( 1 93 163 41 1 Percent 0% 3% 78% 19% 0% 10% 60% 30% 0% 3% 91% 6% ' 0% 31% 55% 14% Pk total 600 389 897 1 298 Highest 17:15 16:30 17:00 1 17:15 Volume 0 3 144 35 0 9 64 35 0 8 233 13 1 0 31 50 10 1 Hi total 182 108 254 1 91 PHF .82 .90 .88 I .82 NW 29TH STREET 24 234 370 112 94 94 163 112 112 N MIAMI AVENUE 469 469 600 163 298 41 41 0 0 1 668 19 19 1,632 94 820 118 1,032 • ALL VEHICLES Intersection Total 2,184 1,444 37 • 24 469 41 547 24 N MIAMI AVENUE 624 0 0 118 118 389 234 897 820 820 234 37 37 19 235 163 53 NE 29TH STREET NE/NW 29TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED HY: AUSTYN QUINONES ''SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00130139 Start Date: 08/27/13 File I.D. : 29STMIAM Page : 1 N MIAMI AVENUE INE 29TH STREET IN MIAMI AVENUE 1NW 29TH STREET From North 'From East 1From South 1From West Left Thru Right Peds Left Thru Right Peds 'Left Thru Right Peds j Left Thru Right Peds 1 Total Date 08/27/13 16:00 0 0 0 0( 0 0 0 0 1 0 0 0 0 j 0 0 0 11 1 16:15 0 0 0 1 1 0 0 0 1 0 0 0 1 I 0 0 0 5 j 8 16:30 0 0 0 1 j 0 0 0 2! 0 0 0 1! 0 0 0 1 I 5 16:45 0 0 0 0( 0 0 0 3 f 0 0 0 4! 0 0 0 0 1 7 Hr Total 0 0 0 2! 0 0 0 6 1 0 0 0 6 j 0 0 0 7 1 21 17:00 0 0 0 0 1 0 0 0 0 1 0 0 0 3! 0 0 0 1 1 4 17:15 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 1 2 17:30 0 0 0 0 1 0 0 0 0! 0 0 0 1 1 0 0 0 1 1 2 17:45 0 0 0 4 1 0 0 0 1! 0 0 0 4! 0 0 0 0 1 9 Hr Total 0 0 0 4! 0 0 0 1 j 0 0 0 9( 0 0 0 3 1 17 •TOTAL* 0 0 0 6! 0 0 0 7 I 0 0 0 15 ! 0 0 0 10 1 38 OAAi tI t NE29sr Walesa Maim. NE 34TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO T1OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. 34ST lAV Page : 1 NE 1ST AVENUE From North INE 34TH STREET (From East !NE 1ST AVENUE 'From South INE 34TH STREET 'From West ( UTurn Left Thru Right ( UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 08/27/13 16:00 0 5 8 6 0 1 8 5 0 12 33 4 2 6 7 16 ( 113 16:15 1 7 12 6 1 1 7 2 1 20 14 7 1 6 7 12 . 105 16:30 0 7 8 6 0 1 5 1 0 13 20 2 3 17 6 10 . 99 16:45 0 6 7 4 1 0 2 6 3 1 0 12 14 9 2 10 7 18 I 100 Hr Total 1 25 35 22 ( 1 5 26 11 1 57 81 22 8 39 27 56 , 417 17:00 1 4 14 10 ( 1 2 5 1 0 9 22 10 2 6 6 12 . 105 17:15 0 6 9 6 3 0 7 1 J 1 16 13 6 1 5 12 5 9 I 99 17:30 0 3 10 8 0 2 4 5 1 15 24 8 3 5 14 16 ( 118 17:45 0 6 12 6 1 1 2 3 1 1 1 14 17 8 f 3 15 11 22 ( 122 Hr Total 1 19 45 30 5 6 19 8 3 54 76 32 1 13 38 36 59 I 444 *TOTAL* 2 44 80 52 1 6 11 45 19 1 4 111 157 54 ( 21 77 63 115 I 861 NE 34TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO 'OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/27/13 File I.D. : 34ST_1AV Page : 2 NE 1ST AVENUE jNE 34TH STREET From North From East UTurn Left Thru Right I UTurn Left Date 08/27/13 Peak Hour Analysis By Entire Intersection for Peak start 17:00 17:00 Volume 1 19 45 30 1 5 Percent 1% 20% 47% 32* 13% Pk total 95 1 38 Highest 17:00 17:15 Volume 1 4 14 10 3 Hi total 29 j 11 PHF .82 .86 0 0 NE 34TH STREET 57 19 106 30 51 51 • 36 INE 1ST AVENUE 'From South Thru Right 1 UTurn Left INE 34TH STREET From West Thru Right 1 UTurn Left Thru Right I Total the Period: 16:00 to 18:00 on 08/27/13 17:00 6 19 8 1 3 54 76 16% 505 21% 2% 33% 46% 165 17:30 0 7 1 1 1 15 24 48 .86 NE 1ST AVENUE 30 45 20 30 45 20 95 1 230 252 51 76 8 135 • ALL VEHICLES 36 146 ( Intersection Total 444 59 59 0 11 45 59 115 280 • 57 57 NE 1ST AVENUE 32 198 8 38 126 165 • 76 76 32 32 17:00 13 9% 146 17:45 3 51 .72 38 36 59 26% 25% 40% 15 11 22 0 0 8 8 19 19 11 11 88 NE 34TH STREET 0 0 20 36 32 NE 34TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO -"'DT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00130139 Start Date: 08/27/13 File I.D. : 34ST 1AV Page : 1 NE 1ST AVENUE From North Left Thru Right Date 08/27/13 16:00 0 0 0 16:15 0 0 0 16:30 0 0 0 16:45 0 0 0 Hr Total 0 0 0 17:00 0 0 0 17:15 0 0 0 17:30 0 0 0 17:45 0 0 0 Hr Total 0 0 0 (NE 34TH STREET From East INE 1ST AVENUE 'From South INE 34TH STREET From West Peds 1 Left Thru Right Peds Left Thru. Right Peds ( Left Thru Right Peds Total 4 0 1 3 8 2 2 8 6 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3 6 8 21 5 2 5 10 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 13 9 6 48 15 12 14 14 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7 5 9 25 8 2 12 8 30 32 23 21 26 102 30 18 39 38 125 *TOTAL* 0 0 0 26 1 0 0 0 43 1 0 0 0 103 1 0 0 0 55 1 227 J R&v& PLoc&. 14%,sT' 28I 20 \3 J(40,101A bL&br'v1 0 n-rsig naci NE 29TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM -`Or SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/28/13 File I.D. : 29ST lAV Page 1 NE 1ST AVENUE INE 29TH STREET (DRIVEWAY 'NE 29TH STREET From North 'From East (From South 'From West UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 08/28/13 16:00 0 33 0 11 0 2 82 19 0 0 0 0 0 7 47 0 16:15 0 32 0 5 0 1 76 29 1 0 0 0 0 1 0 7 49 1 16:30 0 23 0 4 1 0 1 80 19 1 0 1 0 0 1 0 3 43 1 16:45 0 29 0 8 1 0 0 84 19 1 0 0 0 0 1 0 7 61 0 Hr Total 0 117 0 28 0 4 322 86 1 0 1 0 0 1 0 24 200 2 17:00 1 32 0 14 ( 0 0 107 36 0 0 0 0 0 10 64 0 17:15 0 28 0 6! 0 1 85 22 1 0 1 0 0! 0 6 60 1 17:30 0 23 0 3 0 0 81 34 0 1 0 2 1 11 79 0 17:45 0 28 0 6! 0 0 81 39 0 0 0 2 1 0 7 58 1 Hr Total 1 111 0 29 1 0 1 354 131 0 2 0 4 1 34 261 2 201 200 175 208 784 264 210 235 222 931 *TOTAL* 1 228 0 57 1 0 5 676 217 I 0 3 0 4 1 58 461 4 1 1715 NE 29TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM 'OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00130139 Start Date: 08/28/13 File I.D. : 29ST 1AV Page : 2 NE 1ST AVENUE INE 29TH STREET 'DRIVEWAY From North (From East (From South 1 UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Date 08/28/13 Peak Hour Analysis By Entire Peak start 17:00 Volume 1 111 0 Percent 1% 79% 0% Pk total 141 Highest 17:00 Volume 1 32 0 Hi total 47 PHF .75 INE 29TH STREET From West 1 1 Thru Right 1 UTurn Left Thru Right I Total Intersection for the Period: 16:00 t 17:00 29 ( 0 1 354 131 21% 0% 0% 73% 27% 486 17:00 14 0 0 107 36 143 I .85 0 0 .NE 29TH STREET 2 354 385 29 35 35 261 29 29 18:00 on 08/28/13 17:00 0 2 0 0% 33% 0% 6 17:30 0 1 0 3 .50 NE 1ST AVENUE 0 0 141 261 298 2 2 0 0 J 683 112 112 307 35 0 131 166 • ALL VEHICLES Intersection Total 931 1 0 2 3 9 2 DRIVEWAY 2 4 67% 2 863 17:00 1 0% 298 17:30 1 91 .82 34 261 2 11% 88% 1% 11 79 0 131 131 486 354 6 0 0 354 1 1 377 NE 29TH STREET 112 261 4 1 4 4 0 0 NE 29TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM 'OT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00130139 Start Date: 08/28/13 File I.D. : 29ST 1AV Page : 1 NE 1ST AVENUE From North Left Thru Right Date 08/28/13 16:00 0 0 16:15 0 0 16:30 0 0 16:45 0 0 Hr Total 0 0 17:00 0 0 17:15 0 0 17:30 0 0 17:45 0 0 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 INE 29TH STREET 'DRIVEWAY 'From East (From South INE 29TH STREET 'From West Peds 1 Left Thru Right Peds 1 Left Thru Right Peds Left Thru Right Peds j Total 1 0 1 2 4 1 0 3 1 5 0 0 0 0 0 0 0 0 0 0 0 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 1 1 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 0 0 0 0 0 0 1 0 2 1 4 1 0 0 1 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 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 1 3 3 9 3 1 5 2 11 *TOTAL* 0 0 0 9 0 0 0 3 1 0 0 0 6 1 0 0 0 2 1 20 ®�...Astamer Cf06S•C`C Mia.M. I Ftor; dot, Amp,s-r-2.%t zo i3 stlaou-wIlo Lui.s Palm no vlo`t"s�gnat�zeci Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0828004.PRN Station : 000000082702 Identification : 009701450036 Interval : 15 minutes Start date : Aug 28, 13 Start time : 00:00 Stop date : Aug 28, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NE 29 Street East of NE 1 Avenue ******************************************************************************* Aug 28 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 12 8 9 1 5 3 10 32 84 79 66 63 30 12 12 5 2 0 8 24 43 64 69 90 67 45 12 12 5 2 3 5 28 51 83 71 73 64 00 11 5 11 1 0 13 27 74 66 87 59 75 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 47 37 30 6 8 29 89 200 297 306 288 269 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 70 91 90 83 78 100 114 72 88 46 51 40 30 65 93 110 89 83 83 107 93 65 60 45 28 45 92 87 80 75 68 112 83 90 60 40 28 31 00 95 104 83 81 85 85 77 83 68 45 46 14 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 322 375 363 328 314 380 381 338 281 191 170 113 .44 Hour Total : 5162 AM peak hour begins : 09:45 AM peak volume : 316 Peak hour factor : 0.88 PM peak hour begins : 17:30 PM peak volume : 418 Peak hour factor : 0.92 ******************************************************************************* Aug 28 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 21 14 11 5 0 4 10 36 54 61 54 77 30 15 9 11 1 3 5 9 39 52 59 50 87 45 9 10 7 1 4 2 16 43 76 71 74 71 00 14 5 4 3 4 4 23 55 66 71 65 71 Hr Total 59 38 33 10 11 15 58 173 248 262 243 306 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 74 91 113 86 105 142 107 93 87 62 50 25 30 72 114 113 106 106 110 105 85 78 47 40 18 45 110 92 79 96 101 116 93 69 57 39 35 19 00 101 103 86 113 101 114 87 76 67 45 32 23 ---- ---- ---- ---- --=- ---- ---- ---- ---- ---- ---- Hr Total 357 400 391 401 413 482 392 323 289 193 157 85 24 Hour Total : 5339 AM peak hour begins : 11:00 AM peak volume : 306 Peak hour factor : 0.88 PM peak hour begins : 17:00 PM peak volume : 482 Peak hour factor : 0.85 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 Data File : D0828004.PRN Station : 000000082702 Identification : 009701450036 Interval : 15 minutes Start date : Aug 28, 13 Start time : 00:00 Stop date : Aug 28, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NE 29 Street East of NE 1 Avenue ******************************************************************************* Aug 28 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 33 22 20 6 5 7 20 68 138 140 120 140 30 27 21 16 3 3 13 33 82 116 128 140 154 45 21 22 12 3 7 7 44 94 159 142 147 135 00 25 10 15 4 4 17 50 129 132 158 124 146 Hr Total 106 75 63 16 19 44 147 373 545 568 531 575 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 144 182 203 169 183 242 221 165 175 108 101 65 30 137 207 223 195 189 193 212 178 143 107 85 46 45 202 179 159 171 169 228 176 159 117 79 63 50 00 196 207 169 194 186 199 164 159 135 90 78 37 sir Total 679 775 754 729 727 862 773 661 570 384 327 198 24 Hour Total : 10501 AM peak hour begins : 11:15 AM peak volume : 579 Peak hour factor : 0.94 PM peak hour begins : 17:00 PM peak volume : 862 Peak hour factor : 0.89 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0828003.PRN Station : 000000082616 Identification : 009601150081 Interval : 15 minutes Start date : Aug 28, 13 Start time : 00:00 Stop date : Aug 28, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : N Miami Avenue South of NW 32 Street ******************************************************************************* Aug 28 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 31 8 14 10 8 6 15 30 103 87 76 100 30 31 17 12 16 7 10 22 59 101 89 99 120 45 14 12 17 10 11 7 37 70 76 95 100 116 00 14 12 9 11 14 17 40 58 79 70 102 109 Hr Total 90 49 52 47 40 40 114 217 359 341 377 445 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 124 142 132 168 205 252 226 127 105 78 66 53 30 141 158 169 169 204 239 189 111 96 60 45 47 45 149 120 148 162 228 223 171 116 87 57 56 30 00 142 139 150 180 246 208 114 117 76 71 58 31 Hr Total 556 559 599 679 883 922 700 471 364 266 225 161 24 Hour Total : 8556 AM peak hour begins : 11:30 AM peak volume : 490 Peak hour factor : 0.82 PM peak hour begins : 16:30 PM peak volume : 965 Peak hour factor : 0.96 ******************************************************************************* Aug 28 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 22 17 19 8 10 10 48 151 316 324 213 157 30 23 17 9 7 14 19 69 171 271 323 200 152 45 26 11 22 7 12 19 119 204 328 268 170 149 00 12 15 12 5 12 27 117 306 330 284 182 163 Hr Total 83 60 62 27 48 75 353 832 1245 1199 765 621 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 145 191 183 149 163 138 137 124 89 65 61 44 30 170 149 166 155 156 147 150 93 85 59 61 38 45 156 170 163 149 155 155 155 121 95 66 58 32 00 144 182 145 161 164 149 133 115 92 57 49 19 Hr Total 615 692 657 614 638 589 575 453 361 247 229 133 24 Hour Total : 11173 AM peak hour begins : 08:30 AM peak volume : 1305 Peak hour factor : 0.99 PM peak hour begins : 13:30 PM peak volume : 701 Peak hour factor : 0.96 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0828003.PRN Station : 000000082616 Identification : 009601150081 Interval : 15 minutes Start date : Aug 28, 13 Start time : 00:00 Stop date : Aug 28, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : N Miami Avenue South of NW 32 Street ******************************************************************************* Aug 28 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 53 25 33 18 18 16 63 181 419 411 289 257 30 54 34 21 23 21 29 91 230 372 412 299 272 45 40 23 39 17 23 26 156 274 404 363 270 265 00 26 27 21 16 26 44 157 364 409 354 284 272 Hr Total 173 109 114 74 88 115 467 1049 1604 1540 1142 1066 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 269 333 315 317 368 390 363 251 194 143 127 97 30 311 307 335 324 360 386 339 204 181 119 106 85 45 305 290 311 311 383 378 326 237 182 123 114 62 00 286 321 295 341 410 357 247 232 168 128 107 50 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 1171 1251 1256 1293 1521 1511 1275 924 725 513 454 294 24 Hour Total : 19729 AM peak hour begins : 08:30 AM peak volume : 1636 Peak hour factor : 0.99 PM peak hour begins : 16:30 PM peak volume : 1569 Peak hour factor : 0.96 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0828002.PRN Station : 000000082617 Identification : 009600650022 Interval : 15 minutes Start date : Aug 28, 13 Start time : 00:00 Stop date : Aug 28, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NE 36 Street West of NE 1 Avenue ******************************************************************************* Aug 28 Westbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 34 25 16 10 4 14 26 65 109 103 124 132 30 53 22 13 5 8 7 38 88 120 136 125 131 45 40 20 11 6 5 14 42 90 118 124 138 130 00 42 10 10 5 7 23 54 103 122 106 122 125 Hr Total 169 77 50 26 24 58 160 346 469 469 509 518 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 142 135 147 154 167 174 137 107 94 84 61 56 30 140 130 155 146 155 142 130 123 104 69 66 47 45 140 128 145 143 157 144 127 101 104 76 44 68 00 148 137 149 184 166 131 130 136 92 73 63 48 Tr Total 570 530 596 627 645 591 524 467 394 302 234 219 44 Hour Total : 8574 AM peak hour begins : 11:30 AM peak volume : 537 Peak hour factor : 0.95 PM peak hour begins : 15:45 PM peak volume : 663 Peak hour factor : 0.90 ******************************************************************************* Aug 28 Eastbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 40 31 20 13 17 16 53 112 189 160 135 158 30 39 15 25 15 6 22 74 147 171 169 159 149 45 29 19 16 17 20 37 113 176 159 175 155 138 00 34 17 14 13 26 48 117 178 123 157 142 140 Hr Total 142 82 75 58 69 123 357 613 642 661 591 585 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 157 192 180 174 172 176 171 171 166 123 96 80 30 158 166 171 185 186 192 153 172 164 132 116 68 45 169 179 182 190 173 154 186 177 162 123 112 61 00 173 177 199 188 199 193 169 191 131 122 99 65 Hr Total 657 714 732 737 730 715 679 711 623 500 423 274 24 Hour Total : 11493 AM peak hour begins : 07:30 AM peak volume : 714 Peak hour factor : 0.94 PM peak hour begins : 14:45 PM peak volume : 748 Peak hour factor : 0.94 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 Data File Station Identification Start date Stop date City/Town Location D0828002.PRN 000000082617 009600650022 Aug 28, 13 Aug 28, 13 Miami, Florida NE 36 Street West Interval Start time Stop time County of NE 1 Avenue : 15 minutes : 00:00 : 24:00 : Dade ******************************************************************************* Aug 28 Total Volume for All Lanes End Time 00 15 30 45 00 74 92 69 76 01 56 37 39 27 Hr Total 311 159 02 36 38 27 24 125 03 23 20 23 18 04 21 14 25 33 05 30 29 51 71 06 79 112 155 171 84 93 181 517 07 177 235 266 281 959 08 298 291 277 245 1111 09 263 305 299 263 1130 10 259 284 293 264 1100 11 290 280 268 265 1103 End Time 12 13 14 15 299 327 327 30 298 296 326 45 309 307 327 00 321 314 348 Hr Total 1227 1244 1328 15 328 331 333 372 1364 16 339 341 330 365 1375 17 350 334 298 324 1306 18 308 283 313 299 1203 19 278 295 278 327 1178 20 21 22 23 260 207 157 136 268 201 182 115 266 199 156 129 223 195 162 113 1017 802 657 493 -4 Hour Total : 20067 AM peak hour begins : 07:45 AM peak volume : 1147 Peak hour factor : 0.96 PM peak hour begins : 16:15 PM peak volume : 1386 Peak hour factor : 0.95 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ****************************************,axe************************************** Data File : D0828001.PRN Station : 000000082703 Identification : 000411692013 Interval : 15 minutes Start date : Aug 28, 13 Start time : 00:00 Stop date : Aug 28, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NE 1 Avenue North of NE 32nd Street ******************************************************************************* Aug 28 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 11 6 2 1 0 3 4 8 21 27 10 20 30 11 3 0 0 1 3 ' 3 12 18 17 23 31 45 3 2 2 0 0 3 4 9 22 14 15 18 00 5 2 1 0 2 0 9 15 21 18 16 16 Hr Total 30 13 5 1 3 9 20 44 82 76 64 85 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 21 46 38 29 30 35 44 43 46 28 35 19 30 22 55 31 38 49 0 56 52 38 31 16 17 45 34 31 26 29 32 34 38 33 45 16 14 9 00 30 37 38 33 37 46 39 42 35 26 25 13 Ltr Total 107 169 133 129 148 115 177 170 164 101 90 58 44 Hour Total : 1993 AM peak hour begins : 08:15 AM peak volume : 88 Peak hour factor : 0.81 PM peak hour begins : 17:45 PM peak volume : 184 Peak hour factor : 0.82 ******************************************************************************* Aug 28 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 11 9 2 1 2 1 3 4 9 26 28 19 30 6 1 1 0 2 2 2 13 19 26 36 21 45 4 3 3 0 1 2 3 8 22 19 26 19 00 5 3 1 1 3 1 4 5 30 25 15 37 Hr Total 26 16 7 2 8 6 12 30 80 96 105 96 End Time 12 13 14 15 16 17 18 19 20 15 26 33 37 29 22 51 59 76 52 30 37 47 45 29 20 63 42 77 68 45 33 22 40 23 20 31 54 50 60 00 37 43 31 29 31 27 64 64 72 Hr Total 133 145 153 110 93 172 219 267 252 21 44 26 38 33 141 22 23 27 15 20 14 17 28 19 24 83 81 24 Hour Total : 2333 AM peak hour begins : 11:30 AM peak volume : 119 Peak hour factor : 0.80 PM peak hour begins : 18:30 PM peak volume : 271 Peak hour factor : 0.88 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0828001.PRN Station : 000000082703 Identification : 000411692013 Start date : Aug 28, 13 Stop date : Aug 28, 13 City/Town : Miami, Florida Interval Start time Stop time County Location : NE 1 Avenue North of NE 32nd Street ******************************************************************************* Aug 28 Total Volume for All Lanes : 15 minutes : 00:00 : 24:00 : Dade End Time 00 01 15 30 45 00 22 17 7 10 15 4 5 5 02 03 4 2 1 0 5 0 2 1 Hr Total 56 29 12 3 04 2 3 1 5 05 4 5 5 1 06 7 5 7 13 11 15 32 07 12 25 17 20 08 09 30 37 44 51 53 43 33 43 10 11 38 59 41 31 39 52 37 53 74 162 172 169 181 End Time 12 13 14 15 15 30 45 00 47 59 67 67 16 17 18 19 79 75 58 52 86 103 119 102 76 67 69 63 98 129 53 66 52 52 65 92 83 80 69 62 68 73 103 106 ____ ____ LIr Total 240 314 286 239 241 287 396 437 20 98 106 105 107 416 21 72 57 54 59 242 22 23 62 36 31 44 34 31 37 37 173 139 24 Hour Total : 4326 AM peak hour begins : 11:30 AM peak volume : 196 Peak hour factor : 0.73 PM peak hour begins : 18:30 PM peak volume : 443 Peak hour factor : 0.86 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0904012.PRN Station : 000000090206 Identification : 000411692013 Interval : 15 minutes Start date : Sep 4, 13 Start time : 00:00 Stop date : Sep 4, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 29 Street East of NW 2 Avenue ******************************************************************************* Sep 4 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 7 6 3 3 0 10 5 28 73 53 58 71 30 13 6 4 8 0 2 26 47 74 57 57 59 45 9 5 1 4 2 8 35 59 63 69 68 59 00 3 6 4 0 6 14 44 73 64 51 57 75 Hr Total 32 23 12 15 8 34 110 207 274 230 240 264 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 86 68 92 77 77 89 93 65 43 31 29 10 30 70 62 91 73 64 80 79 46 42 36 22 22 45 79 74 68 82 77 91 50 55 33 32 28 17 00 74 75 78 88 78 66 59 52 24 19 24 22 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 309 279 329 320 296 326 281 218 142 118 103 71 L4 Hour Total : 4241 AM peak hour begins : 11:30 AM peak volume : 290 Peak hour factor : 0.84 PM peak hour begins : 16:45 PM peak volume : 338 Peak hour factor : 0.93 ******************************************************************************* Sep 4 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 6 5 5 5 3 4 10 35 71 84 69 66 30 7 7 3 2 1 2 9 43 63 75 59 61 45 10 3 2 1 3 5 23 54 57 63 77 69 00 .5 3 6 1 2 7 39 72 84 81 61 67 Hr Total 28 18 16 9 9 18 81 204 275 303 266 263 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 71 84 84 80 91 117 80 58 42 21 32 26 30 76 85 89 74 87 96 74 53 41 39 25 20 45 77 91 90 81 100 82 57 55 39 27 23 20 00 82 103 79 77 85 90 76 34 36 38 21 11 Hr Total 306 363 342 312 363 385 287 200 158 125 101 77 24 Hour Total : 4509 AM peak hour begins : 08:45 AM peak volume : 306 Peak hour factor : 0.91 PM peak hour begins : 16:30 PM peak volume : 398 Peak hour factor : 0.85 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 *************** Data File Station Identification Start date Stop date City/Town Location *************** Sep 4 D0904012.PRN : 000000090206 : 000411692013 Interval 15 minutes : Sep 4, 13 Start time : 00:00 : Sep 4, 13 Stop time : 24:00 : Miami, Florida County : Dade : NW 29 Street East of NW 2 Avenue **************************************************************** Total Volume for All Lanes End Time 00 15 30 45 00 13 20 19 8 Hr Total 60 01 02 03 04 05 06 07 08 09 10 11 11 8 8 3 14 15 63 144 137 127 13 7 10 1 4 35 90 137 132 116 8 3 5 5 13 58 113 120 132 145 9 10 1 8 21 83 145 148 132 118 137 120 128 142 41 28 24 17 52 191 411 549 533 506 527 End Time 12 15 30 45 00 157 146 156 156 13 14 15 16 17 18 19 20 21 22 23 -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 152 176 157 168 206 173 123 85 52 61 36 147 180 147 151 176 153 99 83 75 47 42 165 158 163 177 173 107 110 72 59 51 37 178 157 165 163 156 135 86 60 57 45 33 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4r Total 615 642 671 632 659 711 568 418 300 243 204 148 24 Hour Total : 8750 AM peak hour begins : 11:30 AM peak volume : 573 Peak hour factor : 0.91 PM peak hour begins : 16:30 PM peak volume : 722 Peak hour factor : 0.88 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0903012.PRN Station : 000000090206 Identification : 000411692013 Interval : 15 minutes Start date : Sep 3, 13 Start time : 00:00 Stop date : Sep 3, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 29 Street East of NW 2 Avenue ******************************************************************************* Sep 3 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ----- ---- ---- ---- ---- ---- ---- 15 9 3 3 4 1 3 14 42 63 65 61 69 30 10 4 2 3 2 4 25 48 59 77 61 58 45 6 7 3 1 0 12 38 72 54 72 60 56 00 3 3 2 1 5 10 28 52 68 57 62 81 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 28 17 10 9 8 29 105 214 244 271 244 264 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 93 70 85 81 66 84 87 68 37 32 26 13 30 85 75 83 76 65 84 72 65 48 41 28 12 45 75 78 88 75 64 102 52 52 31 31 25 16 00 70 77 86 66 83 78 63 41 29 35 30 10 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ur Total 323 300 342 298 278 348 274 226 145 139 109 51 z4 Hour Total : 4276 AM peak hour begins : 11:30 AM peak volume : 315 Peak hour factor : 0.85 PM peak hour begins : 16:45 PM peak volume : 353 Peak hour factor : 0.87 ******************************************************************************* Sep 3 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ----- ---- ---- ---- ---- ---- ---- 15 14 2 2 4 2 2 11 43 65 72 71 63 30 13 4 3 4 4 1 12 42 70 73 86 84 45 7 3 2 0 2 6 25 54 59 71 72 85 00 7 2 4 3 3 3 29 83 77 60 71 83 Hr Total 41 11 11 11 11 12 77 222 271 276 300 315 End Time 12 13 14 15 16 ----- ---- ---- ---- 17 18 19 20 21 22 23 15 84 80 78 99 95 86 82 47 45 21 24 17 30 87 90 74 70 73 63 80 49 49 24 21 17 45 79 98 92 93 108 89 65 50 36 28 21 18 00 84 76 84 89 79 82 60 43 39 25 21 14 Hr Total 334 344 328 351 355 320 287 189 169 98 87 66 24 Hour Total : 4486 AM peak hour begins : 11:30 AM peak volume : 339 Peak hour factor : 0.97 PM peak hour begins : 15:45 PM peak volume : 365 Peak hour factor : 0.84 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0903012.PRN Station : 000000090206 Identification : 000411692013 Interval : 15 minutes Start date : Sep 3, 13 Start time : 00:00 Stop date : Sep 3, 13 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 29 Street East of NW 2 Avenue ******************************************************************************* Sep 3 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 23 5 5 8 3 5 25 85 128 137 132 132 30 23 8 5 7 6 5 37 90 129 150 147 142 45 13 10 5 1 2 18 63 126 113 143 132 141 00 10 5 6 4 8 13 57 135 145 117 133 164 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 69 28 21 20 19 41 182 436 515 547 544 579 End Time 12 13 14 15 16 17 18 19 20 21 22 23 - --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 177 150 163 180 161 170 169 115 82 53 50 30 30 172 165 157 146 138 147 152 114 97 65 49 29 45 154 176 180 168 172 191 117 102 67 59 46 34 00 154 153 170 155 162 160 123 84 68 60 51 24 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ur Total 657 644 670 649 633 668 561 415 314 237 196 117 L 44 Hour Total : 8762 AM peak hour begins : 11:30 AM peak volume : 654 Peak hour factor : 0.92 PM peak hour begins : 14:15 PM peak volume : 687 Peak hour factor : 0.95 ******************************************************************************* FD • T Adjustment Factors 2012 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.98 PSCF "2 3 * 4 * 5 * 6 * 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 14 6 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 01/01/2012 01/08/2012 01/15/2012 01/22/2012 01/29/2012 02/05/2012 02/12/2012 02/19/2012 02/26/2012 03/04/2012 03/11/2012 03/18/2012 03/25/2012 04/01/2012 04/08/2012 04/15/2012 04/22/2012 04/29/2012 05/06/2012 05/13/2012 05/20/2012 05/27/2012 06/03/2012 06/10/2012 06/17/2012 06/24/2012 07/01/2012 07/08/2012 07/15/2012 07/22/2012 07/29/2012 08/05/2012 08/12/2012 08/19/2012 08/26/2012 09/02/2012 09/09/2012 09/16/2012 09/23/2012 09/30/2012 10/07/2012 10/14/2012 10/21/2012 10/28/2012 11/04/2012 11/11/2012 11/18/2012 11/25/2012 12/02/2012 12/09/2012 12/16/2012 12/23/2012 12/30/2012 * PEAK SEASON 01/07/2012 - 01/14/2012 01/21/2012 01/28/2012 - 02/04/2012 - 02/11/2012 02/18/2012 - 02/25/2012 - 03/03/2012 - 03/10/2012 03/17/2012 - 03/24/2012 - 03/31/2012 04/07/2012 - 04/14/2012 04/21/2012 - 04/28/2012 - 05/05/2012 - 05/12/2012 - 05/19/2012 - 05/26/2012 06/02/2012 - 06/09/2012 06/16/2012 - 06/23/2012 06/30/2012 - 07/07/2012 - 07/14/2012 07/21/2012 - 07/28/2012 08/04/2012 08/11/2012 - 08/18/2012 08/25/2012 - 09/01/2012 - 09/08/2012 09/15/2012 - 09/22/2012 - 09/29/2012 10/06/2012 - 10/13/2012 10/20/2012 - 10/27/2012 - 11/03/2012 11/10/2012 - 11/17/2012 11/24/2012 12/01/2012 - 12/08/2012 - 12/15/2012 12/22/2012 12/29/2012 12/31/2012 1.03 1.02 1.01 0.99 0.98 0.97 0.95 0.96 0.96 0.97 0.97 0.98 0.99 0.99 1.00 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.02 1.02 1.03 1.04 1.03 1.03 1.03 1.03 1.02 1.01 1.01 1.00 1.00 0.99 0.99 0.98 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.03 1.02 1.01 1.01 1.05 1.04 1.03 1.01 1.00 0.99 0.97 0.98 0.98 0.99 0.99 1.00 1.01 1.01 1.02 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.03 1.04 1.04 1.05 1.06 1.05 1.05 1.05 1.05 1.04 1.03 1.03 1.02 1.02 1.01 1.01 1.00 1.00 1.01 1.01 1.02 1.02 1.03 1.03 1.04 1.05 1.04 1.03 1.03 08-FEB-2013 12:30:10 830UPD [1,0,0,1] 6 8700 PKSEASON.TXT gnal Timings Print Date: 5/20/2013 TOD Sc. ule Report for 2419: N Miami Av&N 29 St Print Time: 9:32 AM Asset Intersection 2419 N Miami Av&N 29 St TOD Schedule Op Mode DOW-2 Plan # Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 SBT - EBT NBT WBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 N/A TOD Active Active Cycle Offset Setting PhaseBank Maximum 0 0 N/A 0 Max 0 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 I 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 7 - 0 - 7 7 - 0 - 7 7 - 14 - 7 1 - 1 - 1 40 - 68 - 40 0 - 65 - 45 4 0.5 3 - 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 EBT 7 - 0 - 7 7 - 0 - 7 7 - 7 - 7 2.5 -2.5 - 2.5 20 - 36 - 20 55 - 45 - 45 4 0.3 5 - 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 7 - 0 - 7 7 - 0 - 7 7 - 14 - 7 1 - 1 - 1 40 - 68 - 40 0 - 65 - 45 4 0.5 7 - 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 WBT 7 - 0 - 7 7 - 0 - 7 7 - 7 - 7 2.5 -2.5 - 2.5 20 - 36 - 20 55 - 45 - 45 4 0.3 Last In Service Date: unknown Permitted Phases 12345678 Default-234-6-8 External Permit 0------- External Permit 1 External Permit 2 Current Cvcle, 1 2 - SBT Green Time 6 NBT 7 - 8 WBT Ring Offset Offset 3 4 - EBT 5 - TOD Schedule Plan 1 90 0 59 0 22 0 59 0 22 0 40 2 105 0 63 0 33 0 63 0 33 0 4 3 120 0 66 0 45 0 66 0 45 0 27 5 140 0 86 0 45 0 86 0 45 0 71 6 105 0 55 0 41 0 55 0 41 0 101 7 105 0 55 0 41 0 55 0 41 0 83 8 90 0 51 0 30 0 51 0 30 0 32 9 120 0 76 0 35 0 76 0 35 0 17 11 105 0 62 0 34 0 62 0 34 0 90 12 140 0 77 0 54 0 77 0 54 0 82 13 110 0 76 0 25 0 76 0 25 0 58 14 90 0 59 0 22 0 59 0 22 0 40 15 105 0 63 0 33 0 63 0 33 0 4 16 90 0 62 0 19 0 62 0 19 0 13 17 90 0 59 0 22 0 59 0 22 0 40 18 80 0 51 0 20 0 51 0 20 0 0 19 90 0 59 0 22 0 59 0 22 0 41 20 100 0 61 0 30 0 61 0 30 0 20 21 110 0 71 0 30 0 71 0 30 0 15 22 90 0 59 0 22 0 59 0 22 0 25 23 80 0 51 0 20 0 51 0 20 0 0 24 180 0 146 0 25 0 146 0 25 0 0 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0800 TOD OUTPUTS 0900 TOD OUTPUTS 1345 TOD OUTPUTS 1530 TOD OUTPUTS Settings * -7---- 1 7 Dav of Week SuMTWThF S M TWThF MTWThF MTWThF M T ThF Local TOD Schedule Time 0000 0000 0600 0600 0900 1000 1200 1300 1700 1800 2000 2200 2200 Plan Free Free 19 3 5 20 9 21 12 22 13 Free Free DOW MTWThF Su Su MTWThF MTWThF Su MTWThF Su MTWThF Su MTWThF MTWThF Su S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0800 TOD OUTPUTS 0900 TOD OUTPUTS 1345 TOD OUTPUTS 1430 TOD OUTPUTS 1530 TOD OUTPUTS Settings * Dav of Week 7----- SuMTWThFS 1 MTWThF 7 ---- MTWThF 1 MTWThF -7 W 7---- M T ThF 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 Print Date: 4/29/2013 TOD Sc. _,ule Report for 6508: N Miami Av&N 34 St Print Time: 5:35 PM TOD Asset Intersection Schedule Op Mode 6508 N Miami Av&N 34 St DOW-2 Plan # Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 SBT WBT SBL NBT EBT 0 0 0 0 0 0 0 0 ctive Phase Bank: Phase Bank 1 N/A TOD Active Active Cycle Offset Setting PhaseBank Maximum 0 0 N/A 0 Max 0 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 7 - 7 - 7 15- 15 - 15 7 - 7 - 7 1 - 1 - 1 40- 40 - 40 0 - 40 - 40 4 0.6 3 - 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 7 - 7- 7 12-12-12 7- 7- 7 2.5 -2.5 - 2.5 10 - 10 - 10 35-25-25 4 0.6 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 20 - 12 - 12 3 0 6 NBT 7 - 7- 7 15-15-15 7- 7 - 7 1 -1 - 1 40-40-40 0 -40-40 4 0.6 7 - 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 7 - 7 - 7 12- 12 - 12 7 - 7 - 7 2.5 -2.5 - 2.5 10- 10 - 10 35 - 25 - 25 4 0.6 Last In Service Date: 12/15/2010 11:12 Permitted Phases 12345678 Default-2-456-8 External Permit 0-2-4-6-8 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Current Cycle 1 2 - SBT Green Time 6 NBT _, 7 8 - EBT Ring Offset Offset 3 4 - WBT 5 SBL TOD Schedule Plan 1 90 0 60 0 20 7 50 0 20 0 50 2 105 0 75 0 20 8 64 0 20 0 64 3 120 0 90 0 20 8 79 0 20 0 99 4 90 0 60 0 20 10 47 0 20 0 47 5 140 0 99 0 31 17 79 0 31 0 56 6 105 0 75 0 20 8 64 0 20 0 64 7 105 0 75 0 20 8 64 0 20 0 64 8 90 0 60 0 20 9 48 0 20 0 48 9 120 0 90 0 20 12 75 0 20 0 75 10 90 0 60 0 20 9 48 0 20 0 48 11 105 0 75 0 20 7 65 0 20 0 65 12 140 0 105 0 25 12 90 0 25 0 0 13 110 0 79 0 21 14 62 0 21 0 6 14 100 0 70 0 20 9 58 0 20 0 67 15 105 0 75 0 20 8 64 0 20 0 64 16 90 0 60 0 20 8 49 0 20 0 49 17 90 0 60 0 20 7 50 0 20 0 50 18 80 0 50 0 20 8 39 0 20 0 79 19 90 0 60 0 20 7 50 0 20 0 35 20 100 0 70 0 20 7 60 0 20 0 69 21 110 0 80 0 20 9 68 0 20 0 65 22 90 0 60 0 20 9 48 0 20 0 59 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Dav of Week SuM T W ThF S Local TOD Schedule Time 0000 0000 0600 0600 0900 1000 1200 1300 1700 1800 2000 2200 2200 2300 Plan Flash Flash 19 3 5 20 9 21 12 22 13 14 Free Free DOW M T W Th F Su Su MTWThF M T W Th F Su M T W Th F Su MTWThF Su M T W Th F MTWThF Su M T W Th F S S Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Dav of Week 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 Print Date: 8/11/2013 TOD Sc.._Iule Report for 2097: US 1 &NE 36 St Print Time: 2:09 PM Asset 2097 TOD TOD Active Active Intersection Schedule Op Mode Plan # Cycle Offset Setting PhaseBank Maximum US 1&NE 36 St DOW-1 N/A 0 0 N/A 0 Max 0 Splits PH 1 PH 2 PH 3 PI -I 4, PH 5 PH 6 PH 7 PH S NBL SBT EBT WBT SBL NBT 0 0 Active Phase Bank: 0 Phase Bank 1 0 0 0 0 0 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 10 - 7- 7 40 - 35 - 35 3 0 2 SBT 7 - 7- 7 14-14 -14 7 - 7 - 7 1 -1 - 1 35- 35- 35 0 -37-37 4 2.4 3 EBT 4 - 4 - 4 20 - 20 - 20 7 - 7 - 7 2.5 -2.5 - 2.5 24 - 7 - 7 55 - 50 - 50 4 2.9 4 WBT 4 - 4 - 4 16 - 16 - 16 7 - 7 - 7 2.5 -2.5 - 2.5 24 - 20 - 20 75 - 67 - 67 4 2.5 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 3- 3 - 3 13 - 5- 5 60 - 35 - 35 3 0 6 NBT 7 - 7- 7 14-14 -14 7- 7 - 7 1 - 1 - 1 35- 35- 35 0 -37-37 4 2.4 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 Last In Service Date: unknown Permitted Phases 12345678 Default 123456— External Permit 0 123456-- External Permit 1 123456-- External Permit 2 123456-- Current Cycle 1 NBL 2 SBT 3 EBT Green Time 6 NBT 7 8 - _ Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 1 115 18 30 25 20 17 31 0 0 0 36 2 130 22 40 25 21 21 41 0 0 0 31 3 190 33 62 30 43 33 62 0 0 0 27 4 140 13 50 25 30 11 52 0 0 0 0 5 160 20 50 45 23 20 50 0 0 0 132 6 120 10 42 26 20 9 43 0 0 0 0 7 140 11 52 35 20 10 53 0 0 0 35 9 160 33 53 29 23 39 47 0 0 0 47 11 140 14 51 29 24 24 41 0 0 0 38 16 180 34 77 24 23 54 57 0 0 0 36 17 180 26 66 43 23 25 67 0 0 0 132 18 110 16 28 24 20 16 28 0 0 0 36 19 140 12 45 25 36 11 46 0 0 0 36 21 140 12 45 25 36 11 46 0 0 0 36 22 120 6 40 24 28 6 40 0 0 0 35 23 110 6 36 30 16 6 36 0 0 0 35 24 180 19 77 29 33 34 62 0 0 0 36 25 180 19 77 29 33 34 62 0 0 0 87 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuM T W ThF S Local TOD Schedule Time 0000 0000 0115 0500 0600 0700 0930 1100 1400 1600 1600 2000 2200 2200 Plan DOW 1 MTWThF 18 Free 2 19 9 4 7 5 17 21 11 6 22 Su MTWThF MTWThF Su MTWThF MTWThF MTWThF MTWThF MTWThF Su MTWThF MTWThF Su Local Time of Day Function Time Function 0000 0700 1000 TOD OUTPUTS VEH MAX RECALL VEH MAX RECALL Settings * Dav of Week SuMTWThFS MTWThF MTWThF 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 Print Date: 8/14/2013 TOD Scrredule Report for 2098: Federal Hwy&NE 36 St&NE 2 Av Print Time: 8:02 AM TOD Asset Intersection Schedule Op Mode 2098 Federal Hwy&NE 36 St&NE 2 Av DOW-4 Splits PH 1 PH PH PH PH PH 6 PH 7 PH EBL WBT SWT SET NBT EBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 Plan # N/A TOD Active Active Cycle Offset Setting, PhaseBank Maximum 0 0 N/A 0 Max 0 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 8- 5- 5 2- 2 - 2 6- 6- 6 40 - 40 - 40 3 0 2 WBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 58 - 58 4 2.6 3 SWT 0 - 0 - 0 0 - 0 - 0 7 - 7 - 7 2.5 -2.5 - 2.5 10 - 10 - 10 38 - 38 - 38 4 0.5 4 SET 7 - 7- 7 11-11 -11 7 - 7 - 7 2.5-2.5-2.5 10- 10- 10 58 -58-58 4 1.5 5 NBT 7 - 7 - 7 12- 12 - 12 7 - 7 - 7 2.5 -2.5 - 2.5 10- 10 - 10 58 - 58 - 58 4 0.6 6 EBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 58 - 58 4 2.6 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 Last In Service Date: unknown Permitted Phases 12345678 Default 123456-- External Permit 0 -23456-- External Permit 1 -23456-- External Permit 2 -23456-- Current Cvcle 1 EBL 2 WBT 3 SWT Green Time 4 5 SET NBT 6 EBT 7 8 - Ring Offset Offset TOD Schedule Plan 1 115 12 21 15 18 • 25 36 0 0 0 68 2 130 11 39 20 15 21 53 0 0 0 74 3 190 7 80 16 17 45 90 0 0 0 142 4 140 16 43 16 17 24 62 0 0 0 49 5 160 15 52 18 24 27 70 0 0 0 35 6 120 11 29 16 18 22 43 0 0 0 35 7 140 12 46 17 19 22 61 0 0 0 97 9 160 13 44 ?7 20 31 60 0 0 0 100 11 140 9 47 20 19 21 59 0 0 0 91 16 180 10 50 35 21 39 63 0 0 0 130 17 180 24 52 24 24 31 79 0 0 0 26 18 110 14 24 11 18 19 41 0 0 0 67 19 140 16 43 16 17 24 62 0 0 0 90 21 1_40 16 43 16 17 24 62 0 0 0 88 22 120 11 29 20 15 21 43 0 0 0 74 23 97 14 13 10 18 18 30 0 0 0 21 24 180 16 67 27 16 29 86 0 0 0 130 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TOD Schedule Time 0000 0000 0115 0500 0600 0700 0930 1100 1400 1600 1600 2000 2200 2200 Plan 1 18 23 2 19 9 4 7 5 17 21 11 6 22 DOW M T W Th F Su M T W Th F M T W Th F Su MTWThF M T W Th F M T W Th F M T W Th F M T W Th F Su MTWThF M T W Th F Su Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week 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 Print Date: 8/5/2013 TOD Sc. __.4ule Report for 2047: N Miami Av&N 36 St Print Time: 3:43 PM Asset Intersection 2047 N Miami Av&N 36 St TOD Schedule Op Mode DOW-2 Plan # Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT SBL NBT WBL EBT SBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 N/A TOD Active Active Cycle Offset Setting PhaseBank Maximum 0 0 N/A 0 Max 0 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 20 - 20 - 20 3 0 2 WBT 0 - 0- 0 0- 0 - 0 12- 12- 12 1 -1 - 1 31- 31 - 31 0 -70-70 4 2.6 3 SBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 25 - 20 - 20 3 0 4 NBT 0 - 0 - 0 0 - 0 - 0 12 - 12 - 12 2.5 -2.5 - 2.5 31 - 31 - 31 95 - 68 - 68 4 2.1 5 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2 -2 - 2 10- 10- 10 20 -20-20 3 0 6 EBT 0 - 0- 0 0 - 0 - 0 12- 12 - 12 1 -1 - 1 31 - 31 - 31 0 - 70 - 70 4 2.6 7 - 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 0 - 0 - 0 0 - 0 - 0 12 - 12 - 12 2.5 -2.5 - 2.5 31 - 31 - 31 95 - 68 - 68 4 2.1 Last In Service Date: unknown Permitted Phases 12345678 Default 123456-8 External Permit 0-2-4-6-8 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Current Cycle 1 EBL 2 WBT 3 SBL Green Time 6 EBT 7 8 - SBT Ring Offset Offset 4 NBT 5 WBL TOD Schedule Plan 1 80 9 23 8 21 9 23 0 32 0 73 3 120 11 42 8 40 11 42 0 50 0 0 5 140 9 50 8 54 9 50 0 65 0 101 6 130 9 44 8 50 9 44 0 61 0 109 9 120 12 30 9 50 12 30 0 62 0 116 10 115 9 29 8 50 9 29 0 61 0 13 12 140 11 56 9 45 11 56 0 57 0 57 13 110 9 42 8 32 9 42 0 43 0 52 14 100 9 32 8 32 9 32 0 43 0 2 15 130 9 26 8 68 9 26 0 79 0 86 18 80 7 7 8 39 7 7 0 50 0 0 19 90 9 30 8 24 9 30 0 35 0 24 20 100 22 7 8 44 7 22 0 55 0 96 21 110 27 12 8 44 7 32 0 55 0 102 22 90 9 27 8 27 9 27 0 38 0 1 23 80 7 7 8 39 7 7 0 50 0 9 24 180 15 66 18 62 15 66 0 83 0 0 28 150 9 35 8 79 9 35 0 90 0 3 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week ---- SuMTWThFS Local TOD Schedule Time 0000 0000 0600 0600 0900 1000 1200 1300 1700 1800 2000 2200 2200 Plan 1 18 19 3 5 20 9 21 12 22 13 14 23 DOW MTWThF Su S Su S M T W Th F M T W Th F Su S M T W Th F Su S MTWThF Su S MTWThF S M T W Th F Su S Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week 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 Miami -Dade C. _ ty Traffic Signals Time Of Day Schedule Report for 6454 o NE 9 Av&NE 36 St Phase Bank Last In Service Date: Phase Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red 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 4 - 4 - 4 3 - 3 - 3 20 - 20 - 20 30 - 30 - 30 3 1 2 WBT 7 - 7 - 7 15 - 15 - 15 7 - 7 - 7 4 - 4 - 4 30 - 30 - 30 50 - 50 - 50 4 1 3 0 - 0 - 0 0 - 0 - 0 4 - 4 - 4 3 - 3 - 3 20 - 20 - 20 30 - 30 - 30 3 1 4 7 - 7 - 7 15- 15 - 15 4 - 4 - 4 4 - 4 - 4 25- 25 - 25 40 - 40 - 40 3 1 5 0 - 0 - 0 0 - 0 - 0 4 - 4 - 4 3 - 3 - 3 20 - 20 - 20 30 - 30 - 30 3 1 6 EBT 7 - 7 - 7 15- 15 - 15 7 - 7 - 7 4 - 4 - 4 30- 30 - 30 50 - 50 - 50 4 1 7 0 - 0 - 0 0 - 0 - 0 4 - 4 - 4 3 - 3 - 3 20 - 20 - 20 30 - 30 - 30 3 1 8 7 - 7 - 7 15 - 15 - 15 4 - 4 - 4 4 - 4 - 4 25 - 25 - 25 40 - 40 - 40 3 1 Timing Plan C ce 1 2 3 4 5 6 7 8 WBT EBT Ring Offset Offset Local Time of Day Function Time Function Settings * Dav of Week Permitted Phases 12345678 Default External Permit 0 External Permit 1 External Permit 2 Printed: 1/18/2009 - 4:01 AM Page 1 of 2 Local Time of Day Schedule Time Plan Day of Week ppendix FDOT's Quality/LOS Handbook Generalized Tables LOS Table Miami Dade Transit Authority Metrobus Route Information 85-100% > 4 > 3 > 2 > 1 TABLE 7 Generalized Peak Hour Directional Volumes for Florida's Urbanized Areas' IIIE1$ STATE SIGNALIZED ARTERIALS Lanes 1 2 3 4 Lanes 1 2 3 4 Lanes 1 Multi Multi Median Divided Undivided Undivided Undivided Class I (40 mph or higher posted speed limit) Median Undivided Divided Divided Divided * 830 • 1,910 • 2,940 • 3,970 880 2,000 3,020 4,040 Class II (35 mph or slower posted speed limit) Median Undivided • 370 750 Divided • 730 1,630 Divided • 1,170 2,520 Divided • 1,610 3,390 Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non -State Signalized Roadways - 10% Median & Turn Lane Adjustments Exclusive Exclusive Left Lanes Right Lanes Yes No No No Yes No No No Yes One -Way Facility Adjustment Multiply the corresponding directional volumes in this table by 1.2 E ** ** ** ** E 800 !‘ 1' 700 2,560 3,420 Adjustment Factors +5% -20% -5% -25% + 5% BICYCLE MODE2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage 0-49% 50-84% 85-100% B C D E * 150 390 1,000 110 340 1,000 >1,000 470 1,000 >1,000 * * PEDESTRIAN MODE' (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% B C * * * 80 200 540 D 140 440 880 BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) E 480 800 >1,000 Lanes 2 3 4 5 6 Lanes 1 2 3 Lanes 1 Multi Multi ... B 2,260 3,360 4,500 5,660 7,900 FREEWAYS 3,020 4,580 6,080 7,680 10,320 D 3,660 5,500 7,320 9,220 12,060 Freeway Adjustments Auxiliary Ramp Lane Metering + 1,000 +5% E 3,940 6,080 8,220 10,360 12,500 UNINTERRUPTED FLOW HIGHWAYS Median Undivided 420 Divided 1,810 Divided 2,720 840 2,560 3,840 1,190 1,640 3,240 3,590 4,860 5,380 Uninterrupted Flow Highway Adjustments Median Exclusive left lanes Adjustment factors Divided Yes +5% Undivided Yes -5% Undivided No -25% eaLel goat tow dse&&&in:a&i:& far ,:if"&at&n:a and for 3ilk',411110bilCAM-k rtIVAle,S 3eGificai3:•F A!•.{it A.0i:.8 KO' „ , COVISlitqe sty0.1a0 and Aioufdt sed enir fizt aoerat plesel a003.3ion&.. The oorapigar moll& Ilona &436h thh tablc i& OW: more sehc planning appricatiai,a. Vik; tabla a&i,f tiori&ling cottiPoW fro44 af•go,:ad olYl bera&all culf kinf ilnignsaationOiga, vboe oere rafintfi toolit-c4ws Catagialiniti ssc tout es pinnalni& pptkstiess ofillia Highway ts;v l'&133is&af &Poi 'Ise Qt.tatiiy SOS:iCt` ,,ck atal niotes etttis 1,kia5 33 017 ournbe -of monariiiiod siehic its:. ilof ri,:anbOr of hueAo. rr pNICSSIVi=4 BriY8por boatbos aoes are orily Da< hoe '61 tha sste dimatipo of &a iiiigiiiactrafro flow. " Cannoil)0 achittved isingtehk input Nratite dethu.ki. a Not vpiicahte for that :level 10.ter nel Fue Ctof 030o+ite tuod<:, vetutne:,: gmatt.T than 1c301 of &atvii.o boom: F tiookaia: ioteoecsirn c.apecase Ine laeao oa&al*I. toe flw biagc nxi&la, tlic eloeoae biaxot „gm& f no: k:Kt(pe, I) tlai aclikcvabk,33337 33 50 .433 3I31330533 '<Milt wane. 4ainolit& . &nom' Sidewalk Coverage flpFitta Dvarttnent nf 1'm/spoliation 0-84% > 5 > 4 > 3 > 2 ' Symms Planning ofize www.dotatain. ioilplanningifivsterrisismlooAdfailtiitifil3 201.2 FDOT QUALITY/LEVEL. OF SERVICE HANDBOOK TABLES A FiettriON CLASS 2 ARTERIAL with Adjustements ARTERIAL 1 LU wo LT 2LU wo LT Lanes 2LU w LT Lanes 2LD LEVEL OF SERVICE TABLE 2012 QUAL TY / LEV1 .O ri VIE 540 580 0 0 490 1100 1150 0 0 620 1390 1450 0 0 660 1470 1530 0 0 270 0 0 0.47 0.93 1.00 0 0 0.43 0.96 1.00 0 0 0.43 0.96 1.00 0 0 0.43 Source: FDOTs 2012 Quality/Level of Service Handbook NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOTS 2012 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. 0.96 1.00 • AADAY AAROUTE AADIR AAQSTOP AASTOP AANAMSTP 1 36 0 6727 1 BISCAYNE BD NE 32 ST SON SOFF AALOAD AALAT AALONG NNSMPLES 124 0 4 25.807921 9#6#9#6#6 38 36 36 36 36 O 284 O 7715 0 7716 O 7717 2 NE 36 ST BISCAYNE BD 3 NE 36 ST NE 2 AV 4 NE 36 ST NE 1 AV 5 NW 36 ST N MIAMI AV 227 6 9 25.810692 ######### 108 5 12 25.810626 #8#8#89#8 99 7 15 25.810561. ######### 33 5 15 25.810479 ######### 38 38 38 38 7718 7719 7720 7721 7722 7723 7724 7725 115 7726 7727 7728 7729 7730 7731 7732 7733 7734 7735 7736 7737 7738 286 287 7739 7740 7741 2275 66 8503 8504 587 8505 8506 8507 754 8508 8509 288 9386 9387 9388 9385 8510 8511 8495 8496 8497 8512 8513 8514 8515 8516 8517 9425 9389 9390 5254 5255 1818 1820 1821 1822 1781 1782 1747 1748 1749 1750 1751 1752 750 1806 1807 1808 289 1783 6 NW 36 7 NW 36 8 NW 36 9 NW 36 10 NW 36 11 NW 36 12 NW 36 13 NW 36 14 ALLAPATTAH STATION 15 NW 36 ST NW 12 PL 16 NW 36 ST NW 14 AV 17 NW 36 ST NW 15 AV 18 NW 36 ST NW 17 AV 19 NW 36 ST NW 18 AV 20 NW 36 ST NW 19 AV 21 NW 36 ST NW 20 CT NW 36 ST NW 22 AV NW 36 ST NW 23 AV NW 36 ST NW 24 AV NW 36 ST NW 27 AV NW 36 ST NW 29 AV NW 36 ST NW 30 AV NW 36 ST NW 32 AV NW 36 ST NW 33 AV NW 36 ST NW 36 AV NW 36 ST NW 37 AV NW 36 ST NW 37 PL NW 36 ST OKEECHOBEE RD NW 36 ST COOLIDGE DR NW 36 ST RAGAN ST NW 36 ST FORREST DR NW 36 ST EAST DR NW 36 ST MINOLA DR NW 36 ST DE SOTO DR NW 36 ST SOUTH DR NW 36 ST PALMETTO DR NW 36 ST # 5375 NW 36 ST 5400 BLOCK NW 36 ST NW 57 AV NW 36 ST NW 57 AV NW 36 ST # 5887 NW 36 ST NW 62 AV NW 62 AV NW 39 ST NW 41 ST NW 62 AV NW 41 ST HAMMOND DR HAMMOND DR S MELROSE DR HAMMOND DR CORYDON DR HAMMOND DR WESTWARD DR WESTWARD DR APACHE ST WESTWARD DR IROQUOIS ST WESTWARD DR SHADOW WAY WESTWARD DR ALBATROSS ST WESTWARD DR ESPLANADE DR WESTWARD DR PARK ST MIA SPRINGS CIRC & N ROY NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW ST NW 1 AV ST NW 2 AV ST NW 3 AV ST NW 5 AV ST NW 7 AV ST NW 9 AV ST NW 10 AV ST NW 11 AV 36 ST # 6355 36 ST NW 66 AV 36 ST NW 72 AV 36 ST # 7405 36 ST NW 79 AV 36 ST NW 82 AV 36 ST # 8365 36 ST NW 84 BLK 87 AV NW 41 ST 87 AV NW 52 ST 79 AV NW 36 ST 79 AV NW 41 ST 79 AV OP # 4400 79 AV NW 48 ST 79 AV NW 50 ST 79 AV NW 52 ST 53 ST NW 79 AV 53 ST # 8125 53 ST # 8325 53 ST NW 84 AV 53 ST NW 87 AV 87 AV NW 53 ST 3 111 23 40 105 3 12 10 217 51 19 10 58 18 9 8 65 11 6 90 3 5 29 14 5 13 4 2 42 2 5 17 7 4 3 3 3 1 6 6 4 10 1 1 1 0 0 1 1 0 0 0 0 0 EOL 0 3 5 17 5 2 0 0 1 7 1 5 1 2 5 1 1 4 1 0 1 1 0 1 25 4 15 45 3 12 14 173 39 24 20 67 32 10 16 66 11 11 76 5 26 37 15 12 90 8 9 49 3 9 11 7 8 7 6 4 2 22 10 17 33 4 2 1 2 2 2 4 3 4 1 2 6 39 7 27 69 29 28 6 3 19 12 3 38 1 3 10 2 3 8 6 1 2 17 1 25.810417 25.810337 25.810293 25.810248 25.810082 25.810010 25.809964 25.809811 25.807808 25.809650 25.809730 25.809661 25.809619 25.809569 25.809530 25.809467 25.809447 25.809371 25.809298 25.809190 25.809096 25.808968 25.808881 25.808795 25.808710 25.808664 25.808617 25.808586 25.808470 25.808401 25.808356 25.808282 25.808193 25.808125 25.808037 25.807966 25.807892 25.807828 25.807732 25.807657 25.807660 25.807773 25.809626 25.811218 25.812224 25.815240 25.817110 25.820090 25.820536 25.820674 25.820703 25.820761 25.820821 25.821028 25.821886 25.807498 25.807387 25.809463 25.809468 25.809696 25.809930 25.810027 25.810002 25.81131.6 25.818213 25.810210 25.812392 25.814185 25.816670 25.818740 25.820303 25.821470 25.821374 25.820707 25.820033 25.819688 25.818573 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 1 36 0 1784 1 36 0 589 1 36 0 1823 1 36 0 1824 1 36 0 9581 1 36 0 9582 1 36 0 9583 1 36 0 9867 1 36 0 10225 1 36 0 10291 1 36 0 10278 1 36 0 10133 1 36 0 10281 1 36 0 9586 1 36 0 9587 1 36 0 5045 1 36 0 5046 1 36 0 10253 1 36 0 10260 1 36 0 5270 1 36 0 1070 1 36 1 1070 1 36 1 5269 1 36 1 10222 1 36 1 1800 1 36 1 1801 1 36 1 10223 1 36 1 9588 1 36 1 9589 1 36 1 10280 1 36 1 10279 1 36 1 10134 1 36 1 10277 1 36 1 10274 1 36 1 9555 1 36 1 9578 1 36 1 9579 1 36 1 9580 1 36 1 1809 1 36 1 1810 1 36 1 1811 1 36 1 1812 1 36 1 1781 1 36 1 1782 1 36 1 290 1 36 1 1803 1 36 1 1804 1 36 1 1805 1 36 1 756 1 36 1 1760 1 36 1 1761 1 36 1 1762 1 36 1 1763 1 36 1 5243 1 36 1 5244 1 36 1 5245 1 36 1 5246 1 36 1 5247 1 36 1 9425 1 36 1 8519 1 36 1 8520 1 36 1 8521 1 36 1 8522 1 36 1 8523 1 36 1 8524 1 36 1 8525 1 36 1 8498 1 36 1 8499 1 36 1 8500 1 36 1 8501 1 36 1 9394 1 36 1 9395 1 36 1 9384 1 36 1 9391 1 36 1 9392 1 36 1 9393 1 36 1 292 1 36 1 5248 1 36 1 5249 1 36 1 5250 1 36 1 5251 1 36 1 5252 1 36 1 5253 93 NW 87 AV NW 41 ST 94 NW 36 ST NW 87 AV 95 NW 36 ST OP # 9100 96 NW 36 ST NW 94 AV 97 NW 41 ST NW 97 AV 98 NW 41 ST 8 9915 99 NW 41 ST NW 102 AV 100 NW 41 ST NW 104 AV 101 NW 41 ST # 10783 102 NW 114 AV NW 41 ST 103 NW 39 ST NW 115 AV 104 NW 115 AV # 3800 105 NW 33 ST NW 108 AV 106 NW 107 AV NW 31 TR 107 NW 107 AV NW 27 ST 108 NW 107 AV NW 24 ST 109 NW 107 AV NW 19 ST 110 NW 107 AV NW 15 ST 111 NW 14 ST NW 107 AV 112 NW 14 ST NW 110 AV 113 DOLPHIN MALL NW 112 AV 1 DOLPHIN MALL NW 112 AV 2 NW 14 ST NW 110 AV 3 NW 107 AV NW 15 ST 4 NW 107 AV NW 19 ST 5 NW 107 AV NW 25 ST 6 NW 107 AV NW 25 ST 7 NW 107 AV NW 27 ST 8 NW 107 AV NW 31 TR 9 NW 33 ST NW 112 AV 10 NW 34 ST NW 115 AV 11 NW 115 AV OP # 3800 12 NW 39 ST NW 115 AV 13 NW 114 AV NW 41 ST 14 NW 41 ST NW 107 AV 15 NW 41 ST NW 104 AV 16 NW 41 ST NW 102 AV 17 NW 41 ST NW 97 AV 18 NW 41 ST OP # 9405 19 NW 36 ST # 9250 20 NW 36 ST # 9100 21 NW 36 ST NW 87 AV 22 NW 87 AV NW 41 ST 23 NW 87 AV NW 52 ST 24 NW 53 ST NW 87 AV 25 NW 53 ST NW 84 AV 26 NW 53 ST OP # 8325 27 NW 53 ST # 8070 28 NW 53 ST NW 79 AV 29 NW 79 AV NW 50 ST 30 NW 79 AV NW 48 ST 31 NW 79 AV # 4400 32 NW 79 AV NW 41 ST 33 NW 36 ST OP 7401 34 NW 36 ST NW 72 AV 35 NW 36 ST NW 66 AV 36 NW 36 ST OP # 6355 37 NW 36 ST OP #5901 38 MIA SPRINGS CIRC & N ROYA 39 WESTWARD DR CROSS ST 40 WESTWARD DR MORNINGSIDE.D 41 WESTWARD DR FERN WY 42 WESTWARD DR SHADOW WY 43 WESTWARD DR CHEROKEE ST 44 WESTWARD DR CHIPPEWA ST 45 WESTWARD DR HAMMOND DR 46 HAMMOND DR LINWOOD DR 47 HAMMOND DR FLAGLER DR 48 HAMMOND DR GLENDALE DR 49 HAMMOND DR NW 41 ST 50 NW 41 ST BEVERLY DR 51 NW 41 ST NW 62 AV 52 NW 62 AV NW 39 TE 53 NW 37 ST NW 62 AV 54 NW 37 ST NW 59 AV 55 NW 38 ST NW 57 AV 56 NW 36 ST NW 57 AV 57 NW 36 ST # 5600 58 NW 36 ST # 5400 59 NW 36 ST SOUTH DR 60 NW 36 ST LA VILLA DR 61 NW 36 ST MILLER DR 62 NW 36 ST LEE DR 2 10 5 25 0 1 1 7 6 32 1 4 7 12 3 11 4 16 6 17 1 1 3 11 1 4 2 5 1 7 1 4 2 10 1 8 1 33 O 8 O 124 79 1 1 0 37 3 10 1 O 0 2 1 6 1 4 3 1 1 2 3 6 2 1 3 12 7 19 5 4 1 10 3 24 4 2 1 3 1 1 0 1 1 22 6 1 1 19 1 5 1 1 1 1 1 16 6 5 4 15 6 8 2 38 7 44 6 54 13 36 5 5 2 8 6 60 0 10 0 4 0 1 1 7 0 3 0 3 1 2 1 1 0 1 1 O 0 1 2 1 1 1 0 2 2 5 2 4 1 12 2 16 8 19 3 5 2 13 5 12 8 22 21 O 0 18 17 17 17 15 15 15 14 13 13 13 12 12 12 11 11 10 10 8 7 2 5 6 8 9 9 9 9 9 9 9 9 9 10 10 11 11 12 13 13 13 13 14 14 9 9 10 9 10 10 10 10 12 13 15 16 16 16 3 4 4 3 4 4 4 4 4 4 4 4 4 4 4 5 5 5 12 13 12 13 13 13 13 25.812273 25.810360 25.811079 25.811568 25.811747 25.811748 25.811754 25.811772 25.811765 25.810935 25.809658 25.808114 25.804193 25.802651 25.799065 25.795831 25.791146 25.788094 25.786636 25.787122 25.789702 25.789868 25.786616 25.787430 25.791823 25.796501 25.797622 25.799315 25.802616 25.804419 25.805697 25.808746 25.809922 25.811109 25.811554 25.811545 25.811531 25.811525 25.811452 25.811282 25.810907 25.810269 25.811299 25.818105 25.819644 25.819794 25.820530 25.821323 25.821295 25.818771 25.816690 25.814031 25.811811 25.809252 25.809224 25.807211 25.807239 25.807410 25.822212 25.821412 25.821093 25.820909 25.820850 25.820831 25.820641 25.820071 25.818299 25.815695 25.813706 25.812064 25.811498 25.810505 25.809764 25.808410 25.808235 25.808348 25.807620 25.807594 25.807712 25.807885 25.808007 25.808123 25.808184 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 36 1 55 63 NW 36 ST NW 42 AV 36 1 7742 64 NW 36 ST NW 37 PL 36 1 7743 65 NW 36 ST NW 37 AV 36 1 7744 66 NW 36 ST NW 36 AV 36 1 293 67 NW 36 ST NW 33 AV 36 1 294 68 NW 36 ST NW 32 AV 36 1 7745 69 NW 36 ST NW 30 AV 36 1 7746 70 NW 36 ST NW 29 AV 36 1 7747 71 NW 36 ST NW 27 AV 36 1 7748 72 NW-36 ST NW 25 AV 36 1 7749 73 NW 36 ST NW 24 AV 36 1 7750 74 NW 36 ST NW 23 AV 36 1 7751 75 NW 36 ST NW 22 AV 36 1 7752 76 NW 36 ST NW 21 AV 36 1 7753 77 NW 36 ST NW 19 AV 36 1 7754 78 NW 36 ST NW 18 AV 36 1 7755 79 NW 36 ST NW 17 AV 36 1 7756 80 NW 36 ST NW 15 AV 36 1 7757 81 NW 36 ST NW 14 AV 36 1 7758 82 NW 36 ST NW 13 AV 36 1 115 83 ALLAPATTAH STATION 36 1 7759 84 NW 36 ST NW 11 CT 36 1 7760 85 NW 36 ST NW 9 CT 36 1 7761 86 NW 36 ST NW 7 AV 36 1 7762 87 NW 36 ST NW 5 AV 36 1 7763 88 NW 36 ST NW 2 AV 36 1 7764 89 NW 36 ST NW 1 AV 42 10 82 11 18 44 23 4 69 18 6 14 72 22 14 32 61 28 15 16 125 112 16 45 17 26 5 22 6 16 3 13 25 8 2 67 3 3 5 57 6 6 22 51 13 15 21 178 43 20 87 48 114 27 13 13 15 15 15 15 17 17 17 18 18 18 18 19 19 19 19 20 20 20 18 20 20 19 18 16 15 25.808335 25.808488 25.808484 25.808590 25.808660 25.808752 25.808956 25.808995 25.809036 25.809138 25.809212 25.809253 25.809301 25.809378 25.809413 25.809455 25.809490 25.809598 25.809662 25.809698 25.808177 25.809669 25.809941 25.809998 25.810148 25.810272 25.810356 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 41 41 41 41 41 42 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 1 36 1 7765 1 36 1 7766 1 36 1 296 1 36 1 10373 90 NW 36 ST N MIAMI AV 91 NE 36 ST NE 1 AV 92 NE 36 ST BISCAYNE BD 93 NE 33 ST BISCAYNE BLVD 1 6 12 144 4 291 3 143 15 25.810396 ######### 12 25.810473 ######### 5 25.810521 ######### 2 25.807863 ######### 39 39 39 42 AADAY AAROUTE AADIR AAQSTOP AASTOP 1 110 0 430 1 1 110 0 2686 2 1 110 0 2909 3 1 110 0 2910 4 1 110 0 727 5 1 110 0 685 6 AANAMSTP INDIAN CREEK DR 41 ST INDIAN CREEK DR 43 ST 41 ST SHERIDAN AV 41 ST PRAIRIE AV 41 ST MERIDIAN AV 41 ST ALTON RD SON 247 116 99 73 24 163 SOFF AALOAD 10 7 2 7 6 5 18 9 11 12 13 16 AALAT AALONG NNSMPLES 25.814213 ######### 44 25.814586 25.813842 25.813869 25.813778 25.813122 44 44 44 44 44 1 110 0 284 7 NE 36 ST BISCAYNE BD 1 110 0 7715 8 NE 36 ST NE 2 AV 1 110 0 7716 9 NE 36 ST NE 1 AV 1 110 0 7717 10 NW 36 ST N MIAMI AV 168 135 17 25.810768 8888888#8 81 29 18 25.810661 888#888#8 91 41 19 25.810568 888#8#888 22 15 19 25.810477 88#8#888# 44 44 44 44 1 110 0 7718 1 110 0 7719 1 110 0 7720 1 110 0 7721 1 110 0 7722 1 110 0 7723 1 110 0 7724 1 110 0 7725 1 110 0 115 1 110 0 7726 1 110 0 7727 1 110 0 7728 1 110 0 7729 1 110 0 7730 1 110 0 7731 110 0 7732 1 110 0 7733 1 110 0 7734 1 110 0 7735 110 0 7736 1 110 0 7737 1 110 0 7738 1 110 0 286 1 110" 0 287 1 110 0 7739 1 110 0 7740 1 110 0 7741 1 110 0 2275 1 110 0 66 1 110 0 4966 1 110 0 10493 1 110 1 10493 1 110 1 4962 1 110 1 4963 1 110 1 4964 1 110 1 4965 1 110 1 55 1 110 1 7742 1 110 1 7743 1 110 1 7744 1 110 1 293 1 110 1 294 1 110 1 7745 1 110 1 7746 1 1 110 1 7747 1 110 7748 1 110 1 7749 1 110 1 7750 1 110 1 7751 1 110 1 7752 1 110 1 7753 1 110 1 7754 1 110 1 7755 1 110 1 7756 1 110 1 7757 1 110 1 7758 1 110 1 115 1 110 1 7759 1 110 1 7760 1 110 7761 110 1 7762 110 7763 110 1 7764 11 NW 36 ST NW 1 AV 12 NW 36 ST NW 2 AV 13 NW 36 ST NW 3 AV 14 NW 36 ST NW 5 AV 15 NW 36 ST NW 7 AV 16 NW 36 ST NW 9 AV 17 NW 36 ST NW 10 AV 18 NW 36 ST NW 11 AV 19 ALLAPATTAH STATION 20 NW 36 ST NW 12 PL 21 NW 36 ST NW 14 AV 22 NW 36 ST NW 15 AV 23 NW 36 ST NW 17 AV 24 NW 36 ST NW 18 AV 25 NW 36 ST NW 19 AV 26 NW 36 ST NW 20 CT 27 NW 36 ST NW 22 AV 28 NW 36 ST NW 23 AV 29 NW 36 ST NW 24 AV 30 NW 36 ST NW 27 AV 31 NW 36 ST NW 29 AV 32 NW 36 ST NW 30 AV 33 NW 36 ST NW 32 AV 34 NW 36 ST NW 33 AV 35 NW 36 ST NW 36 AV 36 NW 36 ST NW 37 AV 37 NW 36 ST NW 37 PL 38 NW 36 ST OKEECHOBEE RD 39 NW 36 ST COOLIDGE DR 40 NW 42 AV NW 27 ST 41 MIAMI INTERNATIONAL AIRP - EOL 1 MIAMI INTERNATIONAL AIRPO 2 NW 42 AV NW 25 ST 3 NW 42 AV NW 27 ST 4 NW 42 AV NW 28 ST 5 NW 42 AV NW 30 ST 6 NW 36 ST NW 42 AV 7 NW 36 ST NW 37 PL 8 NW 36 ST NW 37 AV 9 NW 36 ST NW 36 AV 10 NW 36 ST NW 33 AV 11 NW 36 ST NW 32 AV 12 NW 36 ST NW 30 AV 13 NW 36 ST NW 29 AV 14 NW 36 ST NW 27 AV 15 NW 36 ST NW 25 AV 16 NW 36 ST NW 24 AV 17 NW 36 ST NW 23 AV 18 NW 36 ST 19 NW 36 ST 20 NW 36 NW 22 AV NW 21 AV ST NW 19 AV 21 NW 36 ST NW 18 AV 22 NW 36 ST NW 17 AV 23 NW 36 ST NW 15 AV 24 NW 36 ST NW 14 AV 25 NW 36 ST NW 13 AV 26 ALLAPATTAH STATION 27 NW 36 ST NW 11 CT 28 NW 36 ST NW 9 CT 29 NW 36 ST NW 7 AV 30 NW 36 ST NW 5 AV 31 NW 36 ST NW 2 AV 32 NW 36 ST NW 1 AV 3 79 18 29 72 7 10 10 111 40 14 9 34 16 6 6 35 6 4 38 3 6 12 22 6 19 1 1 19 2 1 354 3 6 9 9 47 11 88 12 30 46 23 4 82 23 8 18 105 28 21 31 75 31 21 22 221 136 28 71 39 64 10 1 46 7 24 64 8 18 26 231 47 25 24 85 40 16 23 100 15 20 99 5 31 40 38 16 93 10 10 79 3 263 0 2 3 2 4 11 2 30 4 15 16 5 2 29 4 3 3 35 6 4 16 30 8 10 17 107 17 13 68 39 79 19 25.810422 25.810361 25.810304 25.810265 25.810112 25.810029 25.809985 25.809834 25.807914 25.809630 25.809723 25.809664 25.809619 25.809575 25.809535 25.809492 25.809441 25.809366 25.809299 25.809191 25.809085 25.808903 25.808650 25.808719 25.808655 25.808658 25.808599 25.808568 25.808248 25.600596 25.797902 25.797868 25.798889 25.800107 25.801448 25.803715 25.808190 25.808454 25.808445 25.808532 25.808611 25.808774 25.808974 25.809024 25.809063 25.809166 25.809240 25.809284 25.809335 25.809412 25.809448 25.809489 25.809530 25.809632 25.809698 25.809735 25.808124 25.809750 25.609992 25.810050 25.810179 25,810300 25.810390 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 1 110 1 7765 33 NW 36 ST N MIAMI AV 1 110 1 7766 34 NE 36 ST NE 1 AV 1 110 1 296 35 NE 36 ST BISCAYNE BD 1 110 1 1175 36 NE 36 ST BISCAYNE BD 2 4 23 25.810437 ######### 71 117 22 25.810514 #88888888 18 87 20 25.810573 #8#88#8#8 127 132 20 25.810658 888888888 43 43 43 43 1 110 1 7767 37 1 110 1 687 38 1 110 1 718 39 1 110 1 2911 40 1 110 1 2912 41 1 110 1 2913 42 1 110 1 2631 43 1 110 1 2632 44 1 110 1 2685 45 1 110 1 2686 46 1 110 1 430 47 NE 36 ST NE 6 AV 41 ST ALTON RD 41 ST MERIDIAN AV 41 ST PRAIRIE AV 41 ST SHERIDAN AV 41 ST PINETREE DR COLLINS AV 43 ST COLLINS AV 44 ST INDIAN CREEK DR 44 INDIAN CREEK DR 43 INDIAN CREEK DR 41 ST ST ST 4 16 5 10 10 16 32 31 4 53 0 3 153 23 56 77 68 415 26 2 4 124 20 17 17 16 14 13 4 4 5 6 5 25.810721 25.813030 25.813654 25.813737 25.813677 25.613459 25.814066 25.814819 25.815692 25.814467 25.813283 43 43 43 43 43 43 43 43 43 43 55 AADAY AAROUTE AADIR AAQSTOP AASTOP AANAMSTP 1 36 0 6727 1 BISCAYNE BD NE 32 ST SON SOFF AALOAD AALAT AALONG NNSMPLES 124 0 4 25.807921 #6#666#66 38 1 36 0 284 2 NE 36 ST BISCAYNE BD 227 6 9 25.810692 ######### 38 1 36 0 7715 3 NE 36 ST NE 2 AV 108 5 12 25.810626 ######### 38 1 36 0 7716 4 NE 36 ST NE 1 AV 99 7 15 25,810561 ######### 38 1 36 0 7717 5 NW 36 ST N MIAMI AV 33 5 15 25.810479 ######### 38 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 1 36 O 7718 6 NW 36 ST NW 1 AV 3 1 15 25.810417 O 7719 7 NW 36 ST NW 2 AV 111 25 18 25.810337 O 7720 8 NW 36 ST NW 3 AV 23 4 18 25.810293 O 7721 9 NW 36 ST NW 5 AV 40 15 19 25.810248 O 7722 10 NW 36 ST NW 7 AV 105 45 20 25.810082 O 7723 11 NW 36 ST NW 9 AV 3 3 20 25.810010 O 7724 12 NW 36 ST NW 10 AV 12 12 20 25.809964 0 7725 13 NW 36 ST NW 11 AV 10 14 20 25.809811 O 115 14 ALLAPATTAH STATION 217 173 21 25.807808 O 7726 15 NW 36 ST NW 12 PL 51 39 21 25.809650 O 7727 16 NW 36 ST NW 14 AV 19 24 21 25.809730 O 7728 17 NW 36 ST NW 15 AV 10 20 21 25.809661 0 7729 18 NW 36 ST NW 17 AV 58 67 21 25.809619 O 7730 19 NW 36 ST NW 18 AV 18 32 21 25.809569 O 7731 20 NW 36 ST NW 19 AV 9 10 21 25.809530 O 7732 21 NW 36 ST NW 20 CT 8 16 20. 25.809467 O 7733 22 NW 36 ST NW 22 AV 65 66 20 25.809447 O 7734 23 NW 36 ST NW 23 AV 11 11 20 25.809371 0 7735 24 NW 36 ST NW 24 AV 6 11 20 25.809298 O 7736 25 NW 36 ST NW 27 AV 90 76 21 25.809190 O 7737 26 NW 36 ST NW 29 AV 3 5 21 25.809096 O 7738 27 NW 36 ST NW 30 AV 5 26 20 25.808968 O 286 28 NW 36 ST NW 32 AV 29 37 20 25.808881 O 287 29 NW 36 ST NW 33 AV 14 15 20 25.808795 O 7739 30 NW 36 ST NW 36 AV 5 12 20 25.808710 O 7740 31 NW 36 ST NW 37 AV 13 90 18 25.808664 O 7741 32 NW 36 ST NW 37 PL 4 8 18 25.808617 O 2275 33 NW 36 ST OKEECHOBEE RD 2 9 17 25.808586 O 66 34 NW 36 ST COOLIDGE DR 42 49 17 25.808470 O 8503 35 NW 36 ST RAGAN ST 2 3 17 25.808401 0 8504 36 NW 36 ST FORREST DR 5 9 17 25.808356 O 587 37 NW 36 ST EAST DR 17 11 17 25.808282 O 8505 38 NW 36 ST MINOLA DR 7 7 17 25.808193 O 8506 39 NW 36 ST DE SOTO DR 4 8 17 25.808125 O 8507 40 NW 36 ST SOUTH DR 3 7 17 25.808037 O 754 41 NW 36 ST PALMETTO DR 3 6 17 25.807966 O 8508 42 NW 36 ST # 5375 3 4 17 25.807892 O 8509 43 NW 36 ST 5400 BLOCK 1 2 17 25.807828 O 288 44 NW 36 ST NW 57 AV 6 22 17 25.807732 O 9386 45 NW 36 ST NW 57 AV 6 10 17 25.807657 O 9387 46 NW 36 ST # 5887 4 17 16 25.807660 O 9388 47 NW 36 ST NW 62 AV 10 33 15 25.807773 O 9385 48 NW 62 AV NW 39 ST 1 4 5 25.809626 O 8510 49 NW 41 ST NW 62 AV 1 2 5 25.811218 O 8511 50 NW 41 ST HAMMOND DR 1 1 5 25.812224 O 8495 51 HAMMOND DR S MELROSE DR 0 2 4 25.815240 0 8496 52 HAMMOND DR CORYDON DR 0 2 4 25.817110 O 8497 53 HAMMOND DR WESTWARD DR 1 2 4 25.820090 O 8512 54 WESTWARD DR APACHE ST 1 4 4 25.820536 O 8513 55 WESTWARD DR IROQUOIS ST 0 3 4 25.820674 O 8514 56 WESTWARD DR SHADOW WAY 0 4 4 25.820703 0 8515 57 WESTWARD DR ALBATROSS ST 0 1 4 25.820761 O 8516 58 WESTWARD DR ESPLANADE DR 0 2 3 25.820821 O 8517 59 WESTWARD DR PARK ST 0 6 3 25.821028 O 9425 61 MIA SPRINGS CIRC & N ROY EOL 0 39 2 25.821886 O 9389 63 NW 36 ST # 6355 3 7 22 25.807498 0 9390 64 NW 36 ST NW 66 AV 5 27 21 25.807387 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 1 36 0 5254 1 36 0 5255 1 36 0 1818 1 36 0 1820 1 36 0 1821 1 36 0 1822 1 36 0 1781 1 36 0 1782 1 36 0 1747 1 36 0 1748 1 36 0 1749 1 36 0 1750 1 36 0 1751 1 36 0 1752 1 36 0 750 1 36 0 1806 1 36 0 1807 1 36 0 1808 1 36 0 289 1 36 0 1783 1 36 0 1784 1 36 0 589 1 36 0 1823 1 36 0 1824 1 36 0 9581 1 36 0 9582 1 36 0 9583 1 36 0 9867 1 - 36 0 10225 1 36 0 10291 1 36 0 10278 1 36 0 10133 1 36 0 10281 1 36 0 9586 1 36 0 9587 1 36 0 5045 1 36 0 5046 1 36 0 10253 1 36 0 10260 1 36 0 5270 1 36 0 1070 1 36 1 1070 1 36 1 5269 1 36 1 10222 1 36 1 1800 1 36 1 1801 1 36 1 10223 1 36 1 9588 1 36 1 9589 1 36 1 10280 1 36 1 10279 1 36 1 10134 1 36 1 10277 1 36 1 10274 1 36 1 9555 1 36 1 9578 1 36 1 9579 1 36 1 9580 1 36 1 1809 1 36 1 1810 1 36 1 1811 1 36 1 1812 1 36 1 1781 65 NW 36 ST NW 72 AV 66 NW 36 ST # 7405 67 NW 36 ST NW 79 AV 68 NW. 36 ST NW 82 AV 69 NW 36 ST # 8365 70 NW 36 ST NW 84 BLK 71 NW 87 AV NW 41 ST 72 NW 87 AV NW 52 ST 81 NW 79 AV NW 36 ST 82 NW 79 AV NW 41 ST 83 NW 79 AV OP # 4400 84 NW 79 AV NW 48 ST 85 NW 79 AV NW 50 ST 86 NW 79 AV NW 52 ST 87 NW 53 ST NW 79 AV 88 NW 53 ST # 8125 89 NW 53 ST # 8325 90 NW 53 ST NW 84 AV 91 NW 53 ST NW 87 AV 92 NW 87 AV NW 53 ST 93 NW 87 AV NW 41 ST 94 NW 36 ST NW 87 AV 95 NW 36 ST OP # 9100 96 NW 36 ST NW 94 AV 97 NW 41 ST NW 97 AV 98 NW 41. ST # 9915 99 NW 41 ST NW 102 AV 100 NW 41 ST NW 104 AV 101 NW 41 ST # 10783 102 NW 114 AV NW 41 ST 103 NW 39 ST NW 115 AV 104 NW 115 AV # 3800 105 NW 33 ST NW 108 AV 106 NW 107 AV NW 31 TR 107 NW 107 AV NW 27 ST 108 NW 107 AV NW 24 ST 109 NW 107 AV NW 19 ST 110 NW 107 AV NW 15 ST 111 NW 14 ST NW 107 AV 112 NW 14 ST NW 110 AV 113 DOLPHIN MALL NW 112 AV 1 DOLPHIN MALL NW 112 AV 2 NW 14 ST NW 110 AV 3 NW 107 AV NW 15 ST 4 NW 107 AV NW 19 ST 5 NW 107 AV NW 25 ST 6 NW 107 AV NW 25 ST 7 NW 107 AV NW 27 ST 8 NW 107 AV NW 31 TR 9 NW 33 ST NW 112 AV 10 NW 34 ST NW 115 AV 11 NW 115 AV OP # 3800 12 NW 39 ST NW 115 AV 13 NW 114 AV NW 41 ST 14 NW 41 ST NW 107 AV 15 NW 41 ST NW 104 AV 16 NW 41 ST NW 102 AV 17 NW 41 ST NW 97 AV 18 NW 41 ST OP # 9405 19 NW 36 ST # 9250 20 NW 36 ST # 9100 21 NW 36 ST NW 87 AV 22 NW 87 AV NW 41 ST 17 69 5 29 2 28 O 6 O 3 1 19 7 12 1 3 5 38 1 1 2 3 5 10 1 2 1 3 4 8 1 6 O 1 1 2 1 17 O 1 2 10 5 25 O 1 1 7 6 32 1 4 7 12 3 11 4 16 6 17 1 1 3 11 1 4 2 5 1 7 1 4 2 10 1 8 1 33 O 8 O 124 79 1 1 0 37 3 10 1 O 0 2 1 6 1 4 3 1 1 2 3 6 2 1 3 12 7 19 5 4 1 10 3 24 4 2 1 3 1 1 0 1 1 22 6 19 25.809463 18 25.809468 17 25.809696 7 25.809930 6 25.810027 4 25.810002 4 25.811316 3 25.818213 21 25.810210 21 25.812392 21 25.814185 20 25.816670 20 25.818740 20 25.820303 20 25.821470 20 25.821374 19 25.820707 19 25.820033 13 25.819688 19 25.818573 18 25.812273 17 25.810360 17 25.811079 17 25.811568 15 25.811747 15 25.811748 15 25.811754 14 25.811772 13 25.811765 13 25.810935 13 25.809658 12 25.808114 12 25.804193 12 25.802651 11 25.799065 11 25.795831 10 25.791146 10 25.788094 8 25.786636 7 25.787122 2 25.789702 5 25.789868 6 25.786616 8 25.787430 9 25.791823 9 25.796501 9 25.797622 9 25.799315 9 25.802616 9 25.804419 9 25.805697 9 25.808746 9 25.809922 10 25.811109 10 25.811554 11 25.811545 11 25.811531 12 25.811525 13 25.811452 13 25.811282 13 25.810907 13 25.810269 14 25.811299 ######### #########. ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 23 23 23 8 8 8 8 8 1 36 1 1782 1 36 1 290 1 36 1 1803 1 36 1 1804 1 36 1 1805 1 36 1 756 1 36 1 1760 1 36 1 1761 1 36 1 1762 1 36 1 1763 1 36 1 5243 1 36 1 5244 1 36 1 5245 1 36 1 5246 1 36 1 5247 1 36 1 9425 1 36 1 8519 1 36 1 8520 1 36 1 8521 1 36 1 8522 1. 36 1 8523 1 36 1 8524 1 36 1 8525 1 36 1 8498 1 36 1 8499 1 36 1 8500 1 36 1 8501 1 36 1 9394 1 36 1 9395 1 36 1 9384 1 36 1 9391 1 36 1 9392 1 36 1 9393 1 36 1 292 1 36 1 5248 1 36 1 5249 1 36 1 5250 1. 36 1 5251 1 36 1 5252 1 36 1 5253 1 36 1 55 1 36 1 7742 1 36 1 7743 1 36 1 7744 1 36 1 293 1 36 1 294 1 36 1 7745 1 36 1 7746 1 36 1 7747 1 36 1 7748 1 36 1 7749 1 36 1 7750 1 36 1 7751 1 36 1 7752 1 36 1 7753 1 36 1 7754 1 36 1 7755 1 36 1 7756 1 36 1 7757 1 36 1 7758 1 36 1 115 1 36 1 7759 1 36 1 7760 23 NW 87 AV NW 52 ST 24 NW 53 ST NW 87 AV 25 NW 53 ST NW 84 AV 26 NW 53 ST OP # 8325 27 NW 53 ST # 8070 28 NW 53 ST NW 79 AV 29 NW 79 AV NW 50 ST 30 NW 79 AV NW 48 ST 31 NW 79 AV # 4400 32 NW 79 AV NW 41 ST 33 NW 36 ST OP 7401 34 NW 36 ST NW 72 AV 35 NW 36 ST NW 66 AV 36 NW 36 ST OP # 6355 37 NW 36 ST OP #5901 38 MIA SPRINGS CIRC & N ROYA 39 WESTWARD DR CROSS ST 40 WESTWARD DR MORNINGSIDE D 41 WESTWARD DR FERN WY 42 WESTWARD DR SHADOW WY 43 WESTWARD DR CHEROKEE ST 44 WESTWARD DR CHIPPEWA ST 45 WESTWARD DR HAMMOND DR 46 HAMMOND DR LINWOOD DR 47 HAMMOND DR FLAGLER DR 48 HAMMOND DR GLENDALE DR 49 HAMMOND DR NW 41 ST 50 NW 41 ST BEVERLY DR 51 NW 41 ST NW 52 NW 62 AV NW 53 NW 37 ST NW 54 NW 37 ST NW 55 NW 38 ST NW 56 NW 36 ST NW 62 39 62 59 57 57 AV TE AV AV AV AV 57 NW 36 ST # 5600 58 NW 36 ST # 5400 59 NW 36 ST SOUTH DR 60 NW 36 ST LA VILLA DR 61 NW 36 ST MILLER DR 62 NW 36 ST LEE DR 63 NW 36 ST NW 42 AV 64 NW 36 ST NW 37 PL 65 NW 36 ST NW 37 AV 66 NW 36 ST NW 36 AV 67 NW 36 ST NW 33 AV 68 NW 36 ST NW 32 AV 69 NW 36 ST NW 30 AV 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 NW 36 ST NW 29 AV ST NW 27 AV ST NW 25 AV ST NW 24 AV ST NW 23 AV ST NW 22 AV ST NW 21 AV ST NW 19 AV ST NW 18 AV ST NW 17 AV ST NW 15 AV ST NW 14 AV ST NW 13 AV ALLAPATTAH STATION NW 36 ST NW 11 CT NW 36 ST NW 9 CT 1 1 19 1 5 1 1 1 1 1 16 6 5 4 15 6 8 2 38 7 44 6 54 13 36 5 5 2 8 6 60 0 10 0 4 0 1 1 7 0 3 0 3 1 2 1. 1 0 1 1 0 0 1 2 1 1 1 0 2 2 5 2 4 1 12 2 16 8 19 3 5 2 13 5 12 8 22 21 0 0 42 22 10 6 82 16 11 3 18 13 44 25 23 8 4 2 69 67 18 3 6 3 14 5 72 57 22 6 14 6 32 22 61 51 28 13 15 15 16 21 125 178 112 43 16 20 25.818105 25.819644 25.819794 25.820530 25.821323 --2.5.821295 25.818771 25.816690 25.814031 25.811811 25.809252 25.809224 25.807211 25.807239 25.807410 25.822212 25.821412 25.821093 25.820909 25.820850 25.820831 25.820641 25.820071 25.818299 25.815695 25.813706 25.812064 25.811498 25.810505 25.809764 25.808410 25.808235 25.808348 25.807620 25.807594 25.807712 25.807885 25.808007 25.808123 25.808184 25.808335 25.808488 25.808484 25.808590 25.808660 25.808752 25.808956 25.808995 25.809036 25.809138 25.809212 25.809253 25.809301 25.809378 25.809413 25,809455 25.809490 25.809598 25.809662 25.809698 25.808177 25.809669 25.809941 ######### #######44 ######### ######### ######444 ######### ######444 ######### ######### ######444 ######### ######444 444444444 ######### ######444 ######444 ######### ######### 444444444 444444444 ######### ######444 ######### ######### ######### ######### ######444 ######### ######444 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 444444444 ######444 ######444 #i4####### ######### ######## 444444444 ######### 444444444 ######### ######444 ######### ######### ######### ######### ######444 1 36 1 7761 1 36 1 7762 1 36 1 7763 1 36 1 7764 86 NW 36 ST NW 7 AV 87 NW 36 ST NW 5 AV 88 NW 36 ST NW 2 AV 89 NW 36 ST NW 1 AV 45 87 17 48 26 114 5 27 19 18 16 15 25.809998 25.810148 25.810272 25.810356 39 39 39 39 36 36 36 36 1 7765 1 7766 1 296 1 10373 90 NW 36 ST N MIAMI AV 91 NE 36 ST NE 1 AV 92 NE 36 ST BISCAYNE BD 93 NE 33 ST BISCAYNE BLVD 1 12 4 3 6 144 291 143 15 25.810396 12 25.810473 5 25.810521 2 25.807863 39 39 39 42 AADAY AAROUTE AADIR AAQSTOP AASTOP AANAMSTP 1 110 0 430 1 INDIAN CREEK DR 41 ST 1 110 0 2686 2 INDIAN CREEK DR 43 ST 1 110 0 2909 3 41 ST SHERIDAN AV 1 110 0 2910 4 41 ST PRAIRIE AV 1 110 0 727 5 41 ST MERIDIAN AV 1 110 0 685 6 41 ST ALTON RD SON SOFF AALOAD AALAT AALONG NNSMPLES 247 10 7 25.814213 888888888 116 2 9 25.814586 8#8888#88 99 7 11 25.813842 ######### 73 6 12 25.813869 ######### 24 5 13 25.813778 ######### 163 18 16 25.813122 #8#88#8#8 44 44 44 44 44 44 1 110 0 284 7 NE 36 ST BISCAYNE BD 168 135 17 25.810768 ######### 44 1 110 0 7715 8 NE 36 ST NE 2 AV 81 29 18 25.810661 ######### 44 1 110 0 7716 9 NE 36 ST NE 1 AV 91 41 19 25.810568 ######### 44 1 110 0 7717 10 NW 36 ST N MIAMI AV 22 15 19 25.810477 ######### 44 1 110 0 7718 11 NW 36 1 110 0 7719 12 NW 36 1 110 0 7720 13 NW 36 1 110 0 7721 14 NW 36 1 110 0 7722 15 NW 36 1 110 0 7723 16 NW 36 1 110 0 7724 17 NW 36 1 110 0 7725 1 110 0 115 19 ALLAPATTAH STATION 1 110 0 7726 20 NW 36 ST NW 12 PL 1 110 0 7727 21 NW 36 ST NW 14 AV 1 110 0 7728 22 NW 36 ST NW 15 AV 1 110 0 7729 23 NW 36 ST NW 17 AV 1 110 0 7730 24 NW 36 ST NW 18 AV 1 110 0 7731 25 NW 36 ST NW 19 AV 1 110 0 7732 26 NW 36. ST NW 20 CT 1 110 0 7733 27 NW 36 ST NW 22 AV 1 110 0 7734 28 NW 36 ST NW 23 AV 1 110 0 7735 29 NW 36 ST NW 24 AV 1 110 0 7736 30 NW 36 ST NW 27 AV 1 110 0 7737 31 NW 36 ST NW 29 AV 1 110 0 7738 32 NW 36 ST NW 30 AV 1 110 0 286 33 NW 36 ST NW 32 AV 1 110 0 287 34 NW 36 ST NW 33 AV 1 110 0 7739 35 NW 36 ST NW 36 AV 1 110 0 7740 36 NW 36 ST NW 37 AV 1 110 0 7741 37 NW 36 ST NW 37 PL 1 110 0 2275 38 NW 36 ST OKEECHOBEE RD 1 110 0 66 39 NW 36 ST COOLIDGE DR 1 110 0 4966 40 NW 42 AV NW 27 ST 1 110 0 10493 41 MIAMI INTERNATIONAL AIRP - EOL 1 110 1 10493 1 MIAMI INTERNATIONAL AIRPO 1 110 1 4962 2 NW 42 AV NW 25 ST 1 110 1 4963 3 NW 42 AV NW 27 ST 1 110 1 4964 4 NW 42 AV NW 28 ST 1 110 1 4965 5 NW 42 AV NW 30 ST 1 110 1 55 6 NW 36 ST NW 42 AV 1 110 1 7742 7 NW 36 ST NW 37 PL 1 110 1 7743 8 NW 36 ST NW 37 AV 1 110 1 7744 9 NW 36 ST NW 36 AV 1 110 1 293 10 NW 36 ST NW 33 AV 1 110 1 294 11 NW 36 ST NW 32 AV 1 110 1 7745 12 NW 36 ST NW 30 AV 1 110 1 7746 13 NW 36 ST NW 29 AV 1 110 1 7747 14 NW 36 ST NW 27 AV 1 110 1 7748 15 NW 36 ST NW 25 AV 1 110 1 7749 16 NW 36 ST NW 24 AV 1 110 1 7750 17 NW 36 ST NW 23 AV 1 110 1 7751 18 NW 36 ST NW 22 AV 1 110 1 7752 19 NW 36 ST NW 21 AV 1 110 1 7753 20 NW 36 ST NW 19 AV 1 110 1 7754 21 NW 36 ST NW 18 AV 1 110 1 7755 22 NW 36 ST NW 17 AV 1 110 1 7756 23 NW 36 ST NW 15 AV 1 110 1 7757 24 NW 36 ST NW 14 AV ST NW 1 AV ST NW 2 AV ST NW 3 AV ST NW 5 AV ST NW 7 AV ST NW 9 AV ST NW 10 AV 18 NW 36 ST NW 11 AV 3 79 18 29 72 7 10 10 111 40 14 9 34 16 6 6 35 6 4 38 3 6 12 22 6 19 1 1 19 2 1 354 3 6 9 9 47 11 88 12 30 46 23 4 82 23 1 46 7 24 64 8 18 26 231 47 25 24 85 40 16 23 100 15 20 99 5 31 40 38 16 93 10 10 79 3 263 0 2 3 2 4 11 2 30 4 15 16 5 2 29 4 8 3 18 3 105 35 28 6 21 4 31 16 75 30 31 21 19 20 20 20 20 21 20 20 18 17 17 17 15 15 15 14 13 13 12 11 11 10 9 10 9 8 8 7 6 6 2 6 6 6 6 6 7 7 9 9 9 10 11 11 12 12 13 13 14 15 15 16 17 8 17 10 18 25.810422 25.810361 25.810304 25.810265 25.810112 25.810029 25.809985 25.809834 25.807914 25.809630 25.809723 25.809664 25.809619 25.809575 25.809535 25.809492 25.809441 25.809366 25.809299 25.809191 25.809085 25.808903 25.808650 25.808719 25.808655 25.808658 25.808599 25.808568 25.808248 25.800596 25.797902 25.797868 25.798889 25.800107 25.801448 25.803715 25.808190 25.808454 25.808445 25.808532 25.808611 25.808774 25.808974 25.809024 25.809063 25.809166 25.809240 25.809284 25.809335 25.809412 25.809448 25.809489 25.809530 25.809632 25.809698 ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### ######### 1 110 1 7758 25 NW 36 ST NW 13 AV 1 110 1 115 26 ALLAPATTAH STATION 1 110 1 7759 1 110 1 7760 1 110 1 7761 1 110 1 7762 1 110 1 7763 1 110 1 7764 27 NW 28 NW 29 NW 30 NW 31 NW 32 NW 36 36 36 36 36 36 ST ST ST ST ST ST NW 11 CT NW 9 CT NW 7 AV NW 5 AV NW 2 AV NW 1 AV 22 221 136 28 71 39 64 10 17 107 17 13 68 39 79 19 18 21 23 23 23 24 23 23 25.809735 25.808124 25.809750 25.809992 25.810050 25.810179 25.810300 25.810390 43 43 43 43 43 43 43 43 1 1 1 1 1 110 1 7765 33 NW 36 ST N MIAMI AV 110 1 7766 34 NE 36 ST NE 1 AV 110 1 296 35 NE 36 ST BISCAYNE BD 110 1 1175 36 NE 36 ST BISCAYNE BD 110 1 7767 37 NE 36 ST NE 6 AV 2 4 71 117 18 87 127 132 4 3 23 22 20 20 20 25.810437 25.810514 25.810573 25.810658 25.810721 43 43 43 43 43 1 110 1 687 1 110 1 718 1 110 1 2911 1 110 1 2912 1 110 1 2913 1 110 1 2631 1 110 1 2632 1 110 1 2685 1 110 1 2686 1 110 1 430 38 39 40 41 42 43 44 45 46 47 41 41 41 41 41 ST ST ST ST ST ALTON RD MERIDIAN AV PRAIRIE AV SHERIDAN AV PINETREE DR COLLINS AV 43 ST COLLINS AV 44 ST INDIAN CREEK DR 44 INDIAN CREEK DR 43 INDIAN CREEK DR 41 ST ST ST 16 5 10 10 16 32 31 4 53 0 153 23 56 77 68 415 26 2 4 124 17 25.813030 17 25.813654 16 25.813737 14 25.813677 13 25.813459 4 25.814066 4 25.814819 5 25.815692 6 25.814467 5 25.813283 43 43 43 43 43 43 43 43 43 55 pen Intersection Capacity Analysis orksheets xistin• onditions HCS 2010 Signalized Intersection Results Summary • j General Information Intersection Information Agency DPA Duration h j0 25 )\nalyst .es 'Analysis Date ISep 6 2013 1 Area Type !Other Jurisdiction City of Miami Time Period 1PM Peak Period 1 PHF )0.92 I Intersection INE 29 St/N Miami Avenue $ Analysis Year 12013 Analysis Period 1> 7 00 j. File Name.......:..... IExistingxus !MidtownProject ...:......................,....,:.:. . Description Demand Information Approach Movement 1 Demand (v), vehlh Signal Information [Cycle s 1 140.0 I Reference Phase 1 2 t I Offset, s i 0 4 Reference Point End t - tGreen770 K)540 00 00 100 I00 Uncoordinated No Simult Gap E/W On t Yellow i 4 0 l 4 0 0 0 Co 10 0 i 0 0 1 Force Mode I Fixed Srmult. Ga MIS = On ..::...,� 9 ....� ,..s.... Red ���.,m �QO_-,a0;� ;00 (00 .1��:.�;: EB WB NB L e T R L i T R ▪ L T I R L 30 233 2 3 341 110 ) Timer Results EBL I EBT 1 Assi ned Phase k 4 I Case Number 3 8.0 i Phase Duration, s I 58.0 I Change Period, (Y+Rc) s 4.0 Max Allow Headway (MAH),s 3.1 ' Queue Clearance Time (gs), s [Green Extension Time (ge), s 7hase CaII Probability )lax Out Probability I Movement Group Results 1 Approach Movement L i T R L 1 T ? I Assigned Movement 7 4 14 g3 8 18 5 2 12 1 6 16 , Adjusted Flow Rate (v) veh/h.................... 132 I .............4....:156 267 a i 2• 27 x 2 1 2 126 I 32 g � I Adjusted Saturation Flow Rate (s) veh/h/In 1318 1 1725 1897 .......... 1 1579 1374 1.::_.. 11465 1435 1 11465 1 i Queue Service Time (gs) s g 1 2 8.5 0.0 ( 1 144 0.1 0.1 6 1 I 1.4 I Cycle Queue Clearance Time (gc), s 15 6 1..... 85 14.0 114 4 1 5 i ( 0.1 1 6 Z 11 4 Capacity (c) veh/h 540 1 665 4.4 758 . 1 609 a 807 . 806 841 . . 806 a i Volume -to -Capacity Ratio (X) 10.2451 10.234 0 352 a 0 372 0 003 (0 003 0 150 a 0 039 !Available Capacity (ca) veh/h 540 665 758 1 609 1807 ¢ i 806 1 841 1 1 806 0 !Back of Queue (Q) vehlln (50th percentile) 3.0 1 i 3.6 6 5 5• .5 , 0 0 0 0 2.1 s 0 5 (Overflow Queue (Q3), veh/In 0 0 .0.01 0.0 1 1 0 0 g 0.0 1 1 0.0 0.0 r 4 0.0 ( Queue Storage Ratio (RQ) (50th percentile) 0.00 s 0 00 0 00 0 00 I 0 00 1 B 0 00 0 00 1 0 00 I Uniform Delay (di) s/veh 28.9 .. 0 29 30 7 130.8 14 8 4 14 2 11 15.6 14.5 11 I incremental Delay (d2) slveh 0 1 ....0 1 0 1 s 0.1 . 0 0 0 0 0 4 0.1 ' Initial Queue Delay (ds), s/veh ? 0.0 0 0 0 0 1 0 0 0 0 0 0 0 0 i 0 0 1 Control Delay (d.) slveh 29.0 29.1 30.81. 3• 1.0 14.8 a 14.2 il 16 0 14 6 1 Level of Service (LOS) C C6 C 1 1 C I B B 1 B B I Approach Delay slveh / LOS 29.'1 , C i 30 9 i C 14.5 I B 15.7 Intersection Delay, s/veh / LOS 27.7 8 I Multimodal Results edestrian LOS Score / LOS dicycle LOS Score / LOS Coc,i. ht 176.,,. 1.5 1 00 0.00 cAiBT ,} NBL......... NETT 8 ' 2 8.0 ) 58.0 g 4.0 5.0 3.1 i 0.0 164 a 0.0 1.000.00 1 8.0 82.0 SBL SBT 6 8.0 82.0 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information ite Information Analyst es Intersection NE 29 St 1 Avenue Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2012 Analysis Time Period PM Peak Period Project Description Midtown 3 East/West Street: NE 29 St Intersection Orientation: East-West ehicle Volumes and Adjustments Major Street Movement 1 Eastbound 2 North/South Street: NE 1 Avenue Study Period (hrs): 0.25 3 4 Westbound 5 6 L T L T R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles Median Type RT Channelized Lanes Configuration Upstream Signal Minor Street Movement 30 0.88 34 2 0 LT 7 L 233 0.88 264 2 0 Northbound 8 2 0.88 2 0 0 TR 9 Undivided 3 0.88 3 2 0 LT 10 L 341 0.88 387 2 0 Southbound 11 T 110 0.88 125 0 0 TR 12 R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles Percent Grade (%) Flared Approach Storage RT Channelized Lanes Configuration 2 0.88 2 2 0 Delay, Queue Length, and Level of Service 0 0.88 0 2 0 0 1 LTR 2 0.88 2 2 0 0 116 0.88 131 2 0 0 0.88 0 2 0 0 1 LTR 29 0.88 32 2 0 0 pproach Eastbound Westbound Northbound Southbound Movement Lane Configuration (veh/h) C (m) (veh/h) /c 1 4 7 8 9 10 11 12 LT 34 1050 0.03 LT 3 1295 0.00 LTR 4 558 0.01 LTR 163 383 0.43 5% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) pproach LOS 0.10 8.5 A 0.01 7.8 A 0.02 11.5 8 11.5 8 2.07 21.2 C 21.2 C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/6/2013 2:50 PM file:///C:/Users/elisas/AppData/Local/Temp/u2k9E28.tmp 9/6/2013 All -Way Stop Control Page 1 of 1 ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst es Intersection Midtown Blvd (NE 1 Av)/34 St Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2012 Analysis Time Period PM Peak Period Project ID 'East/West Street: NE 34 St North/South Street: Midtown Blvd (NE 1 Av) Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 49 32 58 9 23 10 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 58 79 27 23 40 26 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.91 0.91 0.91 0.91 Flow Rate (veh/h) 151 44 178 96 % Heavy Vehicles 2 2 2 2 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.4 0.2 0.4 0.3 Prop. Right -Turns 0.4 0.2 0.2 0.3 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -O.1 -0.1 0.0 -0.1 Departure Headway and Service Time 4hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.13 0.04 0.16 0.09 hd, final value (s) 4.45 4.67 4.48 4.48 x, final value 0.19 0.06 0.22 0.12 Move -up time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 2.5 1 2.7 1 2.5 2.5 (Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h) 401 294 428 346 Delay (s/veh) 8.47 7.95 8.76 8.09 LOS A A A A Approach: Delay (s/veh) 8.47 7.95 8.76 8.09 LOS A _ A A A Intersection Delay (s/veh) 8.45 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/6/2013 2:19 PM file:///C:/Users/elisas/AppData/Local/Temp/u2k744A.tmp 9/6/2013 All -Way Stop Control Page 1 of 1 ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst es Intersection Buena Vista Blvd/34 St Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2012 Analysis Time Period PM Peak Period Pro'ect ID Midtown 3 East/West Street: NE 34 St jlorth/South Street: Buena Vista Blvd Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 55 66 47 15 64 28 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 35 27 12 47 50 96 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.92 0.92 0.92 0.92 Flow Rate (veh/h) 181 115 80 209 % Heavy Vehicles 2 2 2 2 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 (Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.3 0.1 0.5 0.2 Prop. Right -Turns 0.3 0.3 0.2 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.1 -0.1 0.0 -0.2 (Departure Headway and Service Time hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.16 0.10 0.07 0.19 hd, final value (s) 4.68 4.74 4.93 4.52 x, final value 0.24 0.15 0.11 0.26 Move -up time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 2.7 ' 2.7 Ri 2.9 J 2.5 1 !Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h) 431 365 330 459 Delay (s/veh) 9.12 8.59 8.53 9.12 LOS A A A A Approach: Delay (s/veh) 9.12 8.59 8.53 9.12 LOS A A A A Intersection Delay (s/veh) 8.94 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/6/2013 2:28 PM file:///C:/Users/e lisas/App Data/Local/Temp/u2k744A,tmp 9/6/2013 HCS 2010 Signalized Intersection Results Summary 099 0.00..:,1 General Information F Agency dpa analyst esyAnalysis Date 9/9/2013 I Jurisdiction f Time Period PM Peak Period Intersection N Miami Av/N 34 Street Analysis Year 12013 File Name 1Existing.xus Project Description Midtown 3 Demand Information Approach Movement Demand (v), veir/h L 17 Intersection Information Duration, h... o. 10.25 Area Type Other PHF 10.92 Analysis Period 11> 7:00 T R LT T j R L T R L I T }4 12 71 7 200 15 894 a 92 148 587 ...::....... i Signal Information Cycle s 45.1 !Reference Phase 1 2 Offset $ I .., 0�� Reference Point End Uncoordinated /1 Yes Simult Gap E/W On Yellow 3 0 14.0 4 0 0 0 0 0 �0 0 Force Mode 1 Fixed Simult. Gap N/S 1 On M Red i 0 0 10 Q 1 0 3 0.0 0.0 0_0 Timer Results Assigned Phase Case Number 1 Phase Duration, s !Change Period, (Y+Rc) s t Max Allow Headway (MAH), s / Queue Clearance Time (gs), s !Green Extension Time (ge), s 7hase Call Probability ,iax Out Probability Movement Group Results Approach Movement Assigned Movement `Adjusted Flow Rate (v), veh/h Adjusted Saturation Flow Rate (s), veh/h/In Queue Service Time (gs), s ( Cycle Queue Clearance Time (gc) s Capacity (c), veh/h 1 Volume -to -Capacity Ratio (X) Available Capacity (ca) veh/h Back of Queue (Q), veh/tn (50th percentile) Overflow Queue (Q3), veh/In 1. Queue Storage Ratio (RQ) (50th percentile) i Uniform Delay (di), s/veh Incremental Delay (d2), s/veh 1 Initial Queue Delay (d3), s/veh t Controt Delay (d), s/veh Level of Service (LOS) 1 Approach Delay, s/veh / LOS Intersection Delay, s/veh / LOS Multimodal Results : destrian LOS Score / LOS aicycle LOS Score / LOS EBL EBT "`WBL WBT 8 j 4 80 6.0. 14.6 14.6 t 5.0 2 5.0 33 ): : ,3 3 1 7.5 9.1..: t .., 0.7 I 0 99 jF0.00 EB 7 47 a 77 225 2 1166 a 1404 1 1619 01 2.4 1 5.8: 1.... 5.5 7.1 58 357 n 310 342 g a01311 0249 .0658 11017 9411070z � t 03 07 1 1.9 I! 0.0 a 0.0 0.0 0.00 0.00 1000 0 00 1146 119.1 16.4 1 I 11.5/ NBL i NBT SBL 0.2 1 0.8 ' 0.4 0.0 j 11 0.0 0.0 1 4 00 i 146 '4 193 1 17.2 „ 11.9 • .......8 ; 1 B B B 14.6 j B ....177 .13 12.1..:........ A 2.7 10.6 EB 28 „1..0:,. WB NB 2.2 t ;::..... B 1.4 A 6 ' 5 83 10 23.1 i 7 4 5.0 t 3.0 3.1 31 13.9 4.0 3.8 0.2 j 3.8 1.00 0.86 ;1.00 . 0.00 a 0.00 , 0.00 WB NB 3 SB T 1 R x L i T R` L T . R s 16 5 . 12 576 1 512 4 159 1 3291 326 1874 1 1 1670 1 1810 1 1900 / 1882 1 00 119A 2.0 + 41 41 117 119 20 41 1 41 841 j 3 677 4 410 1080 1 1069 t 0.685 / 10.756 4 0 387 ; 0 305 10.305 3926 1 6263 /1 833 I 4606 fi 4562 1 34 05 1 09 09 1 0.0 1 0.0 1 0.0 0.0 1 0.00 0.00 1 0.00 / 0.00 1 1116 L 8.1 1 5.1 5.1 .7 0.2 % 0.1 t 0.1 .0 00.,, 1 00::..... 0.0 122 84 . 52 1 52 A 4.0 30.4 2.0 1.2 A A "i i 08. p f03!{ HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency 1 Duration, h 10.25 lnalyst / Analysis Date 9/9/2013 1 Area Type 10ther i Jurisdiction 1 Time Period IPM Peak Period 1 PHF 10.91 „ Intersection IN 36 St/N Miami Avenue Analysis Year 12013 Analysis AnalyPeriod /1>7:00 1 Pi -le Name lExisting.xus Project Description /Midtown 3 44 Demand Information Approach Movement Demand (v), vehlh Signal information s ( 1 Cycles t', 140.01 Reference Phase 2 "" a Offset, s 0 [ Reference Point . End i .. e •Green/110 560 9.0 145000 10.0 (Uncoordinated, No 1 Simult GapEMI 1 On t :- Force �.,_ Yellow 30 40 .30 I40 00 : Force Mode g Ftxed Simult Gap MIS i On Red (00 1.3 0.. r 0 0 1,2....0. 10 0 10.0 ) 'rimer Results 1 Assigned Phase f Case Number / Phase Duration, s Change Period, (Y+Rc) s !Max Allow Headway (MAH), s Queue Clearance Time (gs), s 1 Green Extension Time (ge), s Phase Call Probability ilex Out Probability ` a Movement Group Results EB WB NB SB 1 Approach Movement L I T R L T R i L a T R L 1 i Assigned Movement 5 2 12 4 1 6 16 . 3 8 18 0 7 i 4 14 1 Adjusted Flow Rate (v) veh/h 193 1 286 274 4 137 i 359 B 197 70 / 954 1 169 ; 191 1 408 379 1 Adjusted Saturation Flow Rate (s), veh/h/In 1810 11900 1802 5 1810 1900 1610 698 g 1809 ° 1610 1810 (1900 1761 Queue Service Time (gs) s 8 7 1 14 9 1 15 1 .4 6: 0 s 19 6 i 11 7. 11 8 1 34.0 11 2 l 9 0 . 22,7 L22 8 Cycle Queue Clearance Time (gc) s A$ 7 14.9 1 15.1 1 6.0 ) 19.6 11.7 22.7 1 340 3 11.2 i 9.0 r 22.7 22.8 j Capacity (c) veh/h z Volume to Capacity Ratio (X) ' 0.462 0.377 „0 380 I 0.-i-oir 0.473 I 0.306 10.31710.82010.327 0 921 1 0 528) 0 529 I Available Capacity (ce) veh/h 419 1 760 1 721 0 446 1 760 ,; 644 222 1 1163 1 518 1. 208 I 774 1 717 I Back of Queue (Q), vehlln (50th percentile) ; 3 7 7 1 6 8 2 6 9.4 4.7 2.1 15.8 4.4 6.6 1 10.4 I 9.7 i I Overflow Queue Qs veh/In 0 0 i 0.0 0.0 0 0 1 0.0 1 0.0 . 0 0 1 0 0 0 0 n 0 0 I 0.0 0.0 1 Queue Storage Ratio (RQ) (50th percentile) a 0 00 1 0 00 1 0 00 10.00 1 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 10 00 i 0 00 1 Uniform Delay (di) s/veh ` 23.1 l 29.7 29 7 21 6 31.1 1 28.7 1 44 5/ 43.8 36.0 37.5 31.3 1 31.4. 1 Incremental Dela (d2), s/veh 1../0 3 . 1 4 1 5 0 1 2 1 41 1 2 0.3 1 4 5 / 0 1 40 3 1 0.3 A 0.4 3 Initial Queue Delay(d3) s/veh z 0.0 ;.. 0.0 4 0.0 0.0 1 0.0 , 0.0 ' 0.0 I 0.0 1 0.0 '0.0- 0 1 0.0 f '0.0 I Control Delay (d) s/veh 23.4 l 31 1; 31 2 4 21.7 33.2 1 29.9 I 44 8 i 48.3 1 36 2; 77 8/ 31 7 1 31 7 1 n Level of Service (LOS) C# C C C C C D D D E j C C 1 Approach Delay, s/veh / LOS 29 2 C 4 30.0 1 C if 46.3 D D ..,... 40 7 D I Intersection Delay, s/veh / LOS 10 3-8.1 D k 107 f 0.0 100 1.00 ,.. 152 ; EBT WBL 1 WBT Nt3L Nl3T SBL SST 1 2 1 1 6 Q n 40 111 i 30 , 53 I 10 40 63.0 14.0 63.0 I 51.0 4 12.0 ' 63.0 7.0 g 3.0 7.0 i' 6.0 3.0 0.0 s 3.1 I 0.0 3.2 1 3.1 f 0.0 ...,. 3620 v 3.8 6.0 3.2 11.0 £ 24.8 0.0 5.6 1.00 100 1.00 j 0.02 n4Multimodai Results ?destrian LOS Score / LOS vicycle LOS Score / LOS Cod:. 419 760 1 721 446 1 .7601 644.1222 1 1163 518 208 774 1 717 3.0 1.1 EB 2.8 1.6 k. 2.8 1.5 G,hra 2.4 1..3.: Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst es Intersection NE 36 Street/1 Avenue Agency/Co. dpa Jurisdiction Date Performed 9/9/2013 Analysis Year 2013 Analysis Time Period PM Peak Periof Project Description Midtown 3 (Numerous illegal turns reflected in the analysis) East/West Street: NE 36 Street orth/South Street: NE 1 Avenue Intersection Orientation: East-West 'Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 14 669 41 72 695 8 Peak -Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate, HFR (veh/h) 14 711 43 76 739 8 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 2 0 0 2 0 Configuration L T TR LT TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 9 13 130 4 1 19 Peak -Hour Factor, PHF 0.94 0.94 1.00 0.94 0.94 0.94 Hourly Flow Rate, HFR (veh/h) g 13 130 4 1 20 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service • pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LT LTR LTR (veh/h) 14 76 152 25 C (m) (veh/h) 870 865 362 278 /c 0.02 0.09 0.42 0.09 •5% queue length 0:05 0.29 2.02 0.29 Control Delay (s/veh) 9.2 9.6 22.0 19.2 LOS A A C C •pproach Delay (s/veh) - -- 22.0 19.2 • pproach LOS -- -- C C Copyright ©2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/10/2013 4:45 PM file:///C:/Users/elisas/AppData/Local/Temp/u2kD7D 1.tmp 9/10/2013 HCS 2010 Signalized Intersection Results Summary L 173 278 74 299 NB• LITR, 130 t1080 318 Y } VIGGjGV:V`VV V 4 YJ.V 0,0 Uncoordinated No Simult 1 Gap E/W On Yellow 3 3.6 v 4 0 4 0 476 i 0.0 a 0.0 Force Mode Fixed 1 Simult. Gap NYS a On = Red i OA .. 2 0 3 0 3 0 0 0 General Information intersection Information Agency q Duration, h /0.25_ •;analyst Analysis Date Sep 6 2013 Area Type "Other I Jurisdiction Time Period 1 i PHF 10.99 s / Intersection .NW 36 St/ Biscayne Blvd J Analysis Year /2013 1 Analysis Period 11> 7 00 1 File Name Existing PM NW 36st&Biscayne xus I ...... ttt .. , I. Project Description iPM Peak Hour I Demand information Approach Movement ~ , ..( Demand v), vehlh Signal Information Cycles 180.0 Reference Phase i 2 Offset s 0 t Reference Point End € Timer Results 4 Assigned Phase Case Number Phase Duration, s Change Period, (Y+Rc) s Max Allow Headway (MAH), s Queue Clearance Time (gs), s Green Extension Time (ge), s Phase Call Probability 'flax Out Probability : Movement Group Results tl Approach Movement 1/ Assigned Movement t Adjusted Flow Rate (v) veh/h / Adjusted Saturation Flow Rate (s), veh/h/In Queue Service Time (gs), s Cycle Queue Clearance Time (gc), s Capacity (c), veh/h 1 Volume to Capacity Ratio (X) Available Capacity (ce) veh/h 1 Back of Queue (Q), veh/In (50th percentile) Overflow Queue (Q3) veh/In t Queue Storage Ratio (RQ) (50th percentile) EBL EBT 1. WBL H WBT 4 4 , 8 90 9.0 50.0 30.0 7.0 e.:.:.._ 7:.::. 3.1 § 3.2 34.4 25.0 1.0 0.0:. 1.00 ..,� 1 OrJ,.:. 0.07 t• 1.00 7 � 4 14 3 8 1$ 1441 364 : 175 279 75 302 [1810-1 1900 , 1610 4 1810 1 1900 1610 11.9 324 1136 /230 1 6.4 1,1 23.0 11.9 324 13.6 23.0 3 64 , 230 70 492 284 21.7 484 48.5 I f' 432 454 608 231 1 243 429 343 11326 590 327 697 . 640 1 10 334 0 801 � 0 287 1 206 0 308 , 0 703 0 38310 82_2 10.544 0.916 0.813 i 0.814 432 454 608 231 1 243 429 A 343 1326 L..590 327 697 640 55 ` 169 55 ! 188 32 " 130 31 234) 120 1 104 25.0 1 231 00 3 0.0 s 0.0 g 0.0 0.0 00 I 0.0 0.0 0.0 . 00 00 00 0 00 3 0 00 Y OAO 000 0 00 1 0 00 0 00 0 00 Q 00 0 00 i 0 00 I 0 00 NBL 5 1.1 28.0 3.1 NBT SB 2971822,2 SBL 2 1 :.. 3.0 72.0 6.0 0.0 3.1 237 0.0 0.1 1.00 SB SBT 6 4.0 72.0 z, 6.0 0.0 0.2 e .,:100 0.00 WB 4. NB IT n R j L! T 2 12 1 1 6. 1 131 1 1091 321 300 1 566 1 521 4 1810 1 1809 1 1610 m 1810 i 1900 ' 1745 1 1 Uniform Delay (di) s/veh ,T • 56 7..: 64.5 1 39.1 78.5 1 71.3 59.6 32.4 51.7 45.1 49.8 51.4 1 51.4 Incremental Delay (d2) s/veh ' 0,2 9 2 0 1 1. 1.126 1 O. 3 1 4 4 5 0.3 8 5.9 i 3 6 1 28 9 1 1010 i 10.9 l Initial Queue Delay (d3) s/veh 0 0 1 0 0 0 0 a 0 0 0 0 , 0 0 • 0.0 1 0 0 1 0.0 4 0 0 1 0 0 1 O 0 2 4204.6 71.5 1 63.9 1 32 i Level of Service (LOS) l E I E J D I F I E j E. C E D E 1 E 1 Approach Delay s/veh / LOS 61 3 E ,<124.6..............LLF..... 53 6.....1 D Multimodal Results edestrian LOS Score / LOS ,bicycle LOS Score / LOS o:, regtit. 2013 U,},;ivi 1-3Ce i 001 J s€on e, 41 MOVEMENT SUMMARY Site: Existing Midtown, PM Peak Hour Signals - Pretimed Cycle Time = 150 seconds (Practical Cycle Time) Movement .Perforri So 3 3a 8 18 Approach NE 2nd Ave L2 L1 T1 R2 141 3.0 1.044 580 3.0 1.044 310 3.0 1.012 126 3.0 1.012 1158 3.0 1.044 91.9 91.9 80.2 80.2 87.5 LOS F LOS F LOS F LOS F LOS F 69.9 69.9 32.6 32.6 69.9 1789.3 1789.3 833.6 833.6 1789.3 1.00 1.00 1.00 1.00 1.00 1.08 1.08 1.03 1.03 1.06 10.7 10.7 11.9 11.9 11.1 East: NE 36th St 6 T1 491 3.0 0.677 39.7 LOS D 31.7 812.5 0.89 0.79 18.1 16a R1 16 3.0 0.070 14.0 LOS B 1.5 39.2 0.60 0.47 24.2 16 R2 32 3.0 0.070 14.0 LOS B 1.5 39.2 0.60 0.47 24.2 Approach 539 3.0 0.677 37.4 LOS D 31.7 812.5 0.86 0.76 18.6 North: N Federal Hwy 7 L2 64 3.0 0.548 70.9 LOS E 4.9 125.5 1.00 0.76 12.4 4 T1 162 3.0 0.366 47.7 LOS D 10.0 256.8 0.88 0.73 16.5 14 R2 80 3.0 0.217 45.8 LOS D 4.8 122.7 0.84 0.69 15.8 14b R3 1 3.0 0.217 45.8 LOS D 4.8 122.7 0.84 0.69 15.8 Approach 308 3.0 0.548 52.0 LOS D 10.0 256.8 0.90 0.72 15.3 NorthWest: NE 2nd Ave 7bx L3 1 3.0 0.994 151.3 LOS F 11.6 296.7 1.00 0.97 7.5 7ax L1 115 3.0 0.994 151.3 LOS F 11.6 296.7 1.00 0.97 7.5 14ax R1 126 3.0 1.077 175.2 LOS F 13.5 345.7 1.00 1.02 6.6 14bx R3 64 3.0 0.107 6.8 LOS A 1.6 40.5 0.36 0.29 26.8 Approach 307 3.0 1.077 130.9 LOS F 13.5 345.7 0.87 0.85 8.3 West: NE 36th st 5b L3 48 3.0 0.574 56.5 LOS E 13.2 336.9 0.96 0.80 14.2 5 L2 140 3.0 0.574 56.5 LOS E 13.2 336.9 0.96 0.80 14.2 2 T1 539 3.0 1.022 121.1 LOS F 32.3 826.0 1.00 1.08 9.0 12 R2 111 3.0 1.022 105.5 LOS F 32.3 826.0 1.00 1.09 9.9 Approach 838 3.0 1.022 104.5 LOS F 32.3 826.0 0.99 1.02 9.9 All Vehicles 3149 3.0 1.077 84.2 LOS F 69.9 1789.3 0.95 0.94 11,5 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Perforaice - Ptt ans 2P South Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 8P East Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 6P North Full Crossing 54 2.9 LOS A 0.0 0.1 0.28 0.28 5P NorthWest Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 4P West Full Crossing 54 2.9 LOS A 0.0 0.1 0.28 0.28 All Pedestrians 272 2,3 LOSA 0,25 0.25 Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements. Processed: Tuesday, September 10, 2013 4:22:43 PM Copyright © 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: C:\Users\janett\Desktop\Midtown.sip6 8000311, DAVID PLUMMER &ASSOCIATES, NETWORK/ 1PC SIDRA INTERSECTION 6 Future ithout 11, roject HCS 2010 Signalized Intersection Results Summary I General Information Intersection Information Agency IDPA puration, h 10.25 Analysis Date ISep 6, 2013 Area Type I .4. !Other 1 Jurisdiction !City of Miami 1 Time Period 1PM Peak Period ! PHF it0.92 111-1' Intersection 'NE 29 St/N Miami Avenue Analysis Year 12015 without ; Analysis Period !1> 7:00 1 .. Project I , 1 File Name ; .. _Iwo Projecg.xus Analyst 1es [Project Description !Midtown 3 Demand Information EB WB NB SB Approach Movement L TIR Demand (v), venni 30 311 g 2 92 426 138 2 2 84117 1 I 29. ......„ 1 Signal Information 4 JI' I Cycle, s 1 140.0 Reference Phase L 2 1 I Offset, s 1 0 Reference Point 1 End II..: - ,., . • ---- ---- - •••.---:-• • 1--L-- .-:.----- : :• E/W -• --i•-•-• ---4 Grer1177...y_i 54.0..... jo.o ........ j o.o jo.o_.....to.o ... ligisibm Uncoordinatedit No iitirhuii....y.,,aRE/W f...„1„..i. „.•.°9.......1.1;iiowl 4..b. Fa 0 .d ;',. ci:i 676 I 6:6- I "..circeM.....od....e '•I Fixed Simuif. Gap MIS i On 1,Red..._.1f..6 I 0...0....r.„: 10:0 1 00 1 .Q.p Lo,p . iJ.iaimmop Timer Results k EBL I EBT WBL 1 WBT I NBL ,.1 NBT : SBL II SBT I Assigned Phase 1 4 8 2 Case Number 8.0 (Phase Duration, s tt,: , 1 58.0 I I 58.0 82.0 ( I 82.0 •••• I I :' 8.0I I 8.0 8.0 :..: . Change Period, (Y+Rc), s I 4.0 ..t, i 4.0 I I 5.0 t , 1 5.0 iMax Allow Headway (MAH), s 1 1 3.2 4 ; 3.2 1 t 0.0 1 I 0.0 II Queue Clearance Time (gs), s 1 / 32.5 .I .. 1 36.6 •.....1..., 1 I. Green Extension Time (ge), s i I 2.3 i , 2.2 I 0.0 ttt 0.0 „ ihase Call Probability 4 I too § i-.60. :: 1 ,. _ ...... •,••_••„•„•••„..•• . 1 / Max Out Probability i/! ; 0.00 .,...k ' 0.01 1 i , ....ftk , Movement Group Results EB WB NB SB I Approach Movement LIT RIILITIR/ILITIRILITIR •••••• • • 1 ; t Assigned Movement 1, ..1.. 12 1 12 111 1 6116 I Adjusted Flow Rate (v) veh/h , I 91 /.4 127 I 1 33 I I Adjusted Saturation Flow Rate (s), veh/h/In ------T 926 t 3 1726 1 1251 1 I 161911618 I I 1465 1 1251 I I 1473 I / Queue Service Time (gs), s I 2.6 ; 1 13.5 1 21.1 1 1 27 9 1' 0 0 1 1 4.24 1 71 1 • , t . t 1 6 [Cycle Queue Clearance Time (gc), s I11 30 5 1 1 13.5 34.61 12791011 1421113 1 1 14 1 - . - !Capacity (c), veh/h 4.; 390 I I 666 k 516 1 1. 624 4. 929 1 ( 806 1 740 1 1 810 I , . . . t. Volume -to -Capacity Ratio (X) (ca), veh/h it 0.395040.352 0.612 11 06.62346 09.02095 / 0.113 0.172 0.0140 IAvailabieCapacitY 1 6516 806 80 ckQueue (Q), veh/ln (50hpertenie) ! I 1 11.2 0.1 I 1 1.5 I 2.3 i 1 0.5 1 I Overflow Queue (Q3), veh/In 1 0.0 I ; ; 0.0 1 0.0 ' / 0 4 0.0 ' 0 0 i 0 0 7 i 0 0 I Queue Storage Ratio (RQ) (50th percentile) I: 0,00 I i 0.001. 0.00 I i 60.90 Ii 0.00 I .,••••••••••••••••,•••_.••. 1 6.99 1 9.-69 1 o.00 •.....•••,••,.• 'Uniform Delay (di) s/veh 1i30.9 1 I 30.6 4/ 39.8 I 1 35.0 1 14.21_ I 15.1 I 17.8 1 1 14.5 1 ,,.••••.••.•. . !Incremental Delay (d2), s/veh 4 0.2 1 1 0.1 % 1.6 1 1 1.6 4 0.0 1 1 0.3 , ,, 0.5 :, I 0.1 I Initial Queue Delay (d3), s/veh I .., 0.0 1 0 0 ) 0 0 1 I 00 I 00 1 0.0 1 0.0 1 0.0 I Control Delay (d), siveh i.1.. 31.1 30.7 I 41.3 g 36.6 I 14.2 1 1 15.4 4 18 3 1 14.6 1 , r . Level of Service (LOS) t! C 1 1 C i D 1 D tEil-- 1BrIBI 1 B I Approach Delay s/veh / LOS 1 30.8 I C 1 38.7 i D / 15.3 1 B x 17,6 1 B .1 •••••„„..._ 1: Intersection Delay, s/veh / LOS 1 32.3 1 C 1-'1 ttt,.. .4„,%"\.. „. '...,.....:.,".-..„4,:.Vaffitztitttri"-,Wit;,:t.,11;;N„.,..„111aNt,„„.1-,..•:;I;,,41",•tii.4,-,..,„:"1-.-/,„:Ii'W.„....i.i .".%.:rt,%, , ottit.>„,,,,‘. -ti.tit„ ., „..,./......, '‘.N.../.?.&,;."-t., .v'tt.t.„:.;;...,..:,;‘,.. /..;,..."-ott„..„„xottitl %IV -modal Results *. EB WB :. NB SB 1 6 Iedestrian LOS Score /COS ..„ , ••.•..•....•..•..... 1Bicycle LOS Score / LOS Ir 1.1 1A4 BA O.61A u F HcS 401C, veJot.,, 6.4 P., 6/2013 3'20:0 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information ite Information Analyst es Intersection NE 29 St 1 Avenue Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2014 without Project Analysis Time Period PM Peak Period Project Description Midtown 3 East/West Street: NE 29 St Intersection Orientation: East-West ehicle Volumes and Adjustments INorth/South Street: NE 1 Avenue tudy Period (hrs): 0.25 Major Street Movement 1 Eastbound 2 3 4 Westbound 5 6 L T L T R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles edian Type RT Channelized Lanes onfiguration Upstream Signal Minor Street Movement 188 0.88 213 2 0 LT 7 235 0.88 267 2 0 Northbound 8 2 0.88 2 0 0 TR 9 Undivided 3 0.88 3 2 0 LT 10 344 0.88 390 2 0 Southbound 11 143 0.88 162 0 0 TR 12 L L T R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles Percent Grade (%) 2 0.88 2 2 0 0.88 0 2 0 2 0.88 2 2 151 0.88 171 2 0 0.88 0 2 0 227 0.88 257 2 Flared Approach Storage RT Channelized Lanes Configuration 0 0 1 LTR 0 0 0 0 1 LTR 0 0 Delay, Queue Length, and Level of Service pproach Movement Lane Configuration (veh/h) C (m) (veh/h) /c Eastbound 1 LT 213 1014 0.21 Westbound 4 7 Northbound 8 9 10 Southbound 11 12 LT 3 1292 0.00 LTR 4 228 0.02 LTR 428 297 1.44 5% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) pproach LOS Copyright ©2010 University of Florida, All Rights Reserved 0.79 9.5 A 0.01 7.8 A 0.05 21.1 C 21.1 C HCS+TM Version 5.6 23.27 249.4 F 249.4 F Generated: 9/6/2013 2:47 PM file:///C:/Users/elisas/AppData/Local/Temp/u2k594C.tmp 9/6/2013 All -Way Stop Control Page 1 of 1 ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst es Agency/Co. DPA Date Performed 9/6/2013 Analysis Time Period PM Peak Period Intersection Jurisdiction Analysis Year Midtown Blvd (NE 1 Av)/34 St City of Miami 2014 without Project Project ID Midtown 3 tEast/West Street: NE 34 St iNorth/South Street: Midtown Blvd (NE 1 Av) Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 49 32 59 9 23 10 %Thrus Left Lane Approach Movement Volume (veh/h) L 59 Northbound T 82 R 27 L 23 Southbound T 41 R 26 %Thrus Left Lane Eastbound L1 L2 L1 Westbound L2 L1 Northbound L2 L1 Southbound L2 Configuration PHF Flow Rate (veh/h) LTR 0.91 152 LTR 0.91 44 LTR 0.91 183 LTR 0.91 98 Heavy Vehicles No. Lanes Geometry Group Duration, T 2 1 1 !Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.3 2 1 1 0.25 2 2 0.2 0.3 0.3 Prop. Right -Turns 0.4 0.2 0.2 0.3 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.1 -0.1 0.0 -0.1 (Departure Headway and Service Time hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.14 0.04 0.16 0.09 hd, final value (s) 4.47 4.69 4.49 4.50 x, final value 0.19 0.06 0.23 0.12 Move -up time, m (s) 2.0 2.5 1, !Capacity and Level of Service Service Time, is (s) Eastbound 2.0 2.7 l Westbound 2.5 2.0 Northbound 2.0 2.5 Southbound Capacity (veh/h) Delay (s/veh) L1 402 8.50 L2 L1 294 7.97 L2 L1 433 8.82 L2 L1 348 8.12 L2 LOS A A A A Approach: Delay (s/veh) LOS 8.50 A 7.97 A 8.82 A 8.12 A Intersection Delay (s/veh) 8.50 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/6/2013 2:20 PM fi le:///C:/Users/e lisas/AppData/Local/Temp/u2k744A.tmp 9/6/2013 All -Way Stop Control Page 1 of 1 ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst es Intersection Buena Vista Blvd/34 St Agency/Co. Jurisdiction City of Miami ,DPA Date Performed 9/6/2013 Analysis Year 2014 without Project Analysis Time Period PM Peak Period Project ID Midtown 3 'East/West Street: NE 34 St 'North/South Street: Buena Vista Blvd Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 56 67 47 15 65 38 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 35 31 14 57 60 97 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.92 0.92 0.92 0.92 Flow Rate (veh/h) 183 127 86 231 % Heavy Vehicles 2 2 2 2 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 '.Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.3 0.1 0.4 0.3 Prop. Right -Turns 0.3 0.3 0.2 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.1 -0.1 0.0 -0.2 'Departure Headway and Service Time hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.16 0.11 0.08 0.21 hd, final value (s) 4.79 4.80 5.00 4.61 x, final value 0.24 0.17 0.12 0.30 Move -up time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 2.8 I 2.8 f f 3.0 I 2.6 I (Capacity and Level of Service Eastbound Westbound Northbound Southbound Li L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h) 433 377 336 481 Delay (s/veh) 9.32 8.78 8.68 9.54 LOS A A A A Approach: Delay (s/veh) 9.32 8.78 8.68 9.54 LOS A A A A Intersection Delay (s/veh) 9.20 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/6/2013 2:27 PM file:///C :/Users/elisas/AppData/Local/Temp/u2k744A.tmp 9/6/2013 HCS 2010 Signalized Intersection Results Summary General Information Intersection Information j Agency idpa Duration, h 10.25 ____ lnalyst les 1 Analysis Date 9/9/2013 Area Type /Other j Jurisdiction Time PeriodPM Peak Period PHF0 92 I Intersection IN Miami Av/N 34 Street Analysis Year 12015 without Analysis Period 11> 7:00 i 1 i Project 1 File Name wo Project.xus Project DescriptionMidtown 3 Demand- Information 1 Approach Movement Demand (v)c vehTh Signal Information Cycles 1 48 6 I Reference Phase Offsets • 0 Reference Point a End 1 I Uncoordinated j Yes I Simult Gap E/W 1 On 1 Yellow 30 1 Force Mode- 1 Fixed Sitnutt. Gap N/S On. t Timer Results I Assigned Phase I Case Number ,:., .... 1 Phase Duration, s Change Period, (Y+Rc), s Max Allow Headway (MAH), s j Queue Clearance Time (gs) s Green Extension Time (ge),s )hase Call Probability C Max Out Probability tam‘\\`... Movement Group Results I Approach Movement 71 4.5 EB 14 ) 1 WB NB SB t....::T s R L t T 1 R 7 202 _' 15 969 95 207 105 100 100 100 .... : : ..:: a40 .40 °0.0 f00 i00 0:10 010 600 0,0 • ,.)00 EST WBT NBL 8 :......::::............:.:::::,::::::.:.:_:4... 11 8.0 6.0 ) 15.5 14 I 15.5 t. I 5.0 w 1 5.0 33 111 1 33 8.0 1.119.8 0.7 0.7 099 099 0.00 0.00 EB NBT ..: 8.3 . 1.0 . 4.0 7.5 33.1 5.0 3,0 I 5,0 3.1 :....:.....3.1 3.1 15.8 4.5 1 00 0 00 0.00 4,1 0.2 r Assigned Movement I 2 j 12 Adjusted Flow Rate (v), veh/h 47 79 227 620 g 553 k 160 378 9 375 xI. Adjusted Saturation Row Rate (s) veh/h/In 1135 j 1404 1618 1872 1673 1810 1900 1884 !Queue Service Time (gs) s 0 1 0/ 2.6 j 6.3 { !,.. 0 0 g 13 8- 2 1 a 5 1 5 1 1 § Cycle Queue Clearance Time (gc) s 6 0 7 8 6.313 6 13 8 2.1 5.1 C 5 1 1 1 5 1 10 p Y (c), veh/h...... 1346 I 17 385 j 10 v 96 Ca acit ; 299 1 347 878 Volume -to -Capacity Ratio (X) j 0 1351 0 265 9 0 655 0.7061 a 0.771 0.415 0.342.10342 Available Capacity (ca) veh/h . 928 . / 857 989 3 3624 0 , 5547 772 4259 1 4224 ,.,.. a 0 8 2 1 4.4 1 4 I i Back of Queue (Q); veh/In (50th percentile) l 0.4 � 4 0 � 0.5 1 2 1 2 I Overflow Queue (Q3), veh/In 0.0 1 ` 0.0 1 0.0 0.0 I ° 0.0 ' 0.0 l 0 0 0 0 Queue Storage Ratio (RQ) (50th percentile) 5 i 01.0.06, 0.00 1 0.00 ig ! 0 00 j i 0.00 k 0.00 i 0.00 fi 0.00 i Uniform Delay (di) s/veh 15 6 i 20 7 17 6...5 11 9 ; 12.0 9.0 5.4 . 5.4 j Incremental Delay (d2) s/veh � 1 I..:,,,, ...02 0.8 ..,,., 4 7 i :3 n 0 1. 0 Initial Queue Delay (ds) s/veh 0 0 0.0 € 0.0 - 0:0 j 0.0 t 0.0 ( 0.0 1 0.0 Control Delay (d) s/veh t 15 7 4 20 8 1 18,4 4 12.3 1 1 12 6; 9 2 5.4 s 5.4 Level of Service (LOS) B a1 C B 1. 1 B B tA A 1 A I n �r� Inc li 190 1 B 4 12.4 E B * B IIntersection Delay, s/veh / LOS 11.0 itµ`>\`�\t \ � : N�, ruitimodal Results edestrian LOS Score / LOS Bicycle LOS Score / LOS 6:1 Cers, rIgW: 2ui0 ii ' of 2 1.-/c•'.. 20:0 - ,<:r HCS 2010 Signalized Intersection Results Summary 1 General Information Intersection Information Agency Duration, h 10.25 Analyst 1 (Analysis Date 9/9/20131 Area Type (Other I Jurisdiction . . Time Period ,PM Peak Period a PHF 10 91 j I t1 Intersection IN 36 St/N Miami Avenue 'Analysis Year 12015 without 1 Analysis Period 11>. 71:00 ; 1Project File Name jwo Pro ect.xus Project Description Midtown 3 4 ... .............. 1 Demand tnformation Approach Movement Demand (v), vehlli Cycle, s 1 140.0 Reference Phase 2 i.Offset s 1 0 Reference Point 1 End y ....:». NV I h l71 CCI I :3.. Ip I u 1 Ju. g Uncoordinated 11 No s Simult. GapEOn » 3 .0 n,.. tYellow130 �40 t Force Mode Fixed Simult. Gap N/S On Red 10,0 _...3:0 EB L T 178 468 Timer Results 1 Assigned Phase I Case Number Phase Duration, s I Change Period, (Y+Ro), s 1 Max Allow Headway (MAH), s Queue Clearance Time (gs) s Green Extension Time (ge), s )hale Call Probability Max Out Probability F Movement Group Results EB WB NB SB 1 Approach Movement L I T R L l T R L T R L i T Assigned Movement 5 2 12 1 ( 6 1 16 3 8 18 7 4 ) 14 I Adjusted Flow Rate (v) veh/h 196 ; 317 301 142 398 199 86 € 1021 173 193 446 416 i Adjusted Saturation Flow Rate (s), veh/h/In 1810 1900 (1789 1810 ` 1900 1610 651 1809 1610 1810 Y 1900 § 1770 , Queue Service Time (gs), $ 8 I:8 16 8 17 0 z 6 2 i Iz 8 22 2 11 16 5 37.3 11.4 9 0 25.5 25 5 I a Cycle Queue Ciearanoe Time (go),s 8 8 i 16.8 17 0 6 2 22 2 11 8[ 30 0 I 37.3 1 11.4 j 9.0 125.5 d 25.5 1 1 Capacity (c), veh/h 395 I 760 1716 g 422 t 760 " 644 198 / 1163 1 518 4 194 774 / 721 Volume to -Capacity Ratio (X) 0 49 I 0.417 I 0 42014 336 I 0.523 ` 0 30910 433 0.878 (0 333 0.998 0.577.10.578 I 'Available Capacity (ce) veh/h t 395 d 760 . 716 1422 " 760 1 644 f 198 1 1163 1 518 194 . 774 1 721 i Back of Queue Q) veh/In 50thpercentile) 1: 3.8 ) 8.0 17 7.7 2.7 I 10.7 i 4 8 2 7 1 17 8 f 4.5 1 7.8 111 8; 11.0 1 1 Overflow Queue (Q3), veh/In 0.0 ; 0.0 j 0.0 4 0.0 0.0 " 0.0 0.0 i 0.0 0.0 0.0 10 0 ; 0.0 ) 1 Queue Storage Ratio (RQ) (50th percentile) 10 00 1 0.00 ? 0.00 1 0.00 1 0.00 1 0.00 0 00 i 0 00 a 0 00 0 00 10 00 g 0 00 Uniform Delay (di) s/veh 3 23 6 1 30.2 30.3 I 21.9 131 9 128 8 I 48 4 1 44.9 36.1 38.5 1 32.2 1 32.2 t 1 Incrementai Delay (d2) s/veh 10 4 I.....1 7 1 1 8 0.2 i 2.6 1 2 k 0 6 I 7 6 9 0 4 64 0 0 7 0 8 i 1 Initial Queue Delay (ds) s/veh s 0.0 'Control Delay (d) s/veh 24.0 31 9 1 32 1 • 22.1 134 4 o 30.0 49.0 52.5 1 36.2 102 5 32 9„ 32.9 C I C I C C C 1 C DID Di,4 F C C I Approach Delay, s/veh / LOS 1.... 30 1 . C 30.9 C . 50 1 . D 45.6 1 D k Intersection Delay, s/veh / LOS 41.0 D 3.0 3.1 10.8 0.0 1.00 1.00 2 4.0 63.0 NB. 78 1 929i 157 WBL WBT NBL 1 1,1 .. ) 3.0 $ t 14.0 63.0 7.0 3 0 # 7.0 0.0 3.1 1 0.0 ;. 0.0 8.2 0.1 1.00• 1.00 5.3 51.0 12.0 ..63.0 3.0 1 6.0 3.1 1 3.2 27.5 .......:. 6.4 1.00 0.04 6.0 3.2 39.3 3.1 1.00 0.74 11.0 0.0 1.00 1.00 rLevel of Service (LOS) SB T 1 R 631 1 154 } SBL 7 1.0.»......4.0 : 'tultimodat Results EB !edestrian LOS Score / LOS Bicycle LOS Score / LOS Versi.on (.1 t.i 1rfd,7 s .i.�2 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information ite Information Analyst es Intersection NE 36 Street/1 Avenue Agency/Co. dpa Jurisdiction Date Performed 9/9/2013 Analysis Year 2015 without Project Analysis Time Period PM Peak Periof Project Description Midtown 3 (Numerous illegal turns reflected in the analysis) East/West Street: NE 36 Street Intersection Orientation: East-West ehicle Volumes and Adjustments Major Street Movement 1 Eastbound 2 North/South Street: NE 1 Avenue Study Period (hrs): 0.25 3 4 Westbound 5 6 L T L T olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles Median Type RT Channelized Lanes Configuration Upstream Signal Minor Street Movement 20 1.00 20 0 1 L 7 L 687 1.00 687 2 T 0 Northbound 8 T 53 1.00 53 0 0 TR 9 R Undivided 74 1.00 74 0 0 LT 10 L 711 1.00 711 2 0 Southbound 11 T 8 1.00 8 0 0 TR 12 R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles 9 1.00 9 0 13 1.00 13 0 133 1.00 133 0 4 1.00 4 0 1 1.00 1 0 35 1.00 35 0 Percent Grade (%) Flared Approach Storage RT Channelized Lanes Configuration 0 Delay, Queue Length, and Level of Service pproach Movement Lane Configuration (veh/h) C (m) (veh/h) /c Eastbound 1 L 20 892 0.02 0 0 1 LTR Westbound 0 0 Northbound 0 0 0 1 LTR Southbound 0 0 4 LT 7 8 LTR 9 10 11 LTR 12 74 876 0.08 155 373 0.42 40 371 0.11 0.07 5% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) pproach LOS Copyright © 2010 University of Florida, All Rights Reserved 9.1 A 0.28 9.5 A 1.99 21.3 C 21.3 c HCS+TM Version 5.6 0.36 15.9 C 15.9 C Generated: 9/9/2013 10:38 AM file:///C:/Users/elisas/AppData/Local/Temp/u2kCABF.tmp 9/9/2013 HCS 2010 Signalized Intersection Results Summary e General Information -I Agency �.........::..:.:......._.:._::::..�. ;analyst Jurisdiction € j Time Period , 1 Intersection INW 36 St/ Biscayne Blvd I Analysis Year 2015 without File Name ;2015 wo Project.xus Project Description GPM Peak Hour Demand Information Approach Movement I Demand (v), vehth Signal Information j Cycle s • 180 0 Reference Phase t 1 Offset s 1 0w Reference Point g End Green 25.0 1,66.0 j 43.0 23.0 j Uncoordinated No I Simult Gap E/W On f Yellow 3 0 4 0 i 470 4 0 I Force Mode Fixed 1 Simult Gap N/S 1 On Red 12.0 .3.0 I3 0 0 0 Analysis Date !Sep 6, 2013 Project Intersection Information • 10.25 I Area Type ;Other PHF ;0 99 I Analysis Period 1> 7:00 Duration, h Timer Results .......... Assigned Phase Case Number Phase Duration, s ) Change Period (Y+Rc) s I Max Allow Headway (MAH) s Queue Clearance Time (gs), s Green Extension Time (ge), s )hase Call Probability I Max Out Probability`44V`4`4` Movement Group Results I Approach Movement i Assigned Movement :::: Adjusted Flow Rate (v), veh/h ii Adjusted Saturation Flow Rate (s), veh/h/In Queue Service Time (gs), s Cycle Queue Clearance Time (gc), s Capacity (c), veh/h / Volume -to -Capacity Ratio (X) ESL 3.1 I 37.0 • 0.9 WB NB L T 131 1101 1 321 WBT 1 NBL NBT SBL 8 3 5 2 a 1 9.0 ' 11 1 3.0 1.1 30.0 . 28.0 72.0 28 0 R 7.0 3.0 j 6.0 30 3.2 t 31 I 0.0 e 3.1 25 0 I 9.0 25.3 1 0.0 ... ' 20.00 :.. 0.0 T I R.:::.: 9 290• 1 1.00 1.00 1.00 I EB WB x• ........ NB SB L g T R L T R L T 14 3 8 1 18 5 2 12 1 6 i 16 156 387 177 282 76 312 1132 j 1112 1324 309 f 606 j 555 1810 1900i1610 1810 1900 j1610 1810 1809 1610 1810 5 'loop 1735 12.9 1350 13.8 230 6.5 230 70 506 287 23.3 i 533 53.6 F s1 � 12.9 1350 1138 4 230 l 65 ' 23.0 7.0 1 506 1287 a 233 53.3 53.6 432 454 L608 231 243 429 ' 325 1326 590 324 697 636 :ji : 0.360 ` 0.852 0, 291 1.219 / 0.312 4 0,727 0407 € 0 838 0.549 0.955 0.869 10 872 i SBT 6 ,:.. 4.0 72.0 6.0:. 0.0 0.0 I Available Capacity (ca), veh/h 432 • 454 608 231 243 429 325 1326 590 .• 324_1 697 a 636 Back of Queue (Q), veh/tn (50th percentile) 6 0 • 18 7 5 6 19 1 I '3.2 13 6 3 1 24 1 12.2 • 11.5 i 28 1 26.0 / Overflow Queue 0.00.0 10 0 0.0 1, 0.0 0.0 3 0.0 0.0 1 0.0 10 0 t Queue Storage Ratio (RQ)(50th percentile) . O`00 j 0 00 j 0 00 000 0.00 0 00 0 00 0 00 0 00 0 00 } ^0:00 ; 0.00 Uniform Delay (di), s/veh 157.0 65.5 1 39.1 78.5 r 71.3 a 60.0 34 3 { 52 1 .7 45 2 a 52 4 i 5• 3.0 a 53.1 j Incremental Delay (d2) s/veh 0.2 1 13.8 j 0.1 k 131.1 j 0.3 15 3; 0 3 6.5 j 3 6 37.8 1• 3.9 115 3 j Initial Queue Delay (ds) s/veh 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 010 0 0 I Control Delay (CO,s/veh A 57.2 tl 79.3E 39.2 4209.61 71.6 65.4 4 34.6 1 58.6 148 9 90.2 1 66.9 . 68.3 , ..:.:.::::.......::... l Level of Service (LOS) E j E D F E E C E D F j E 1 E• E I Approach Delay, s/veh / LOS I Intersection Delay, s/veh / LOS ruttimadal Results ,1edestrian LOS Score / LOS 1 Bicycle LOS Score / LOS 64.7 1 E 126.7 I F . 54.5 j 3.0 1.7 EB 73.0 WB 29 1. C 1.6 NB 25 1 B 1.8.:. A 2.5 1,7 Lt,:;; i)." r ; of a' ?.�?': Cirt, i+tt, t tt .. r;G 3 3a 8 18 Approach MOVEMENT SUMMARY CI Site: Future w/o Project Midtown, PM Peak Hour Signals - Pretimed Cycle Time = 150 seconds (Practical Cycle Time) Movement Performance - Vehicles South: NE end Ave L2 L1 T1 R2 4�. 142 3.0 1.072 586 3.0 1.072 311 3.0 1.017 127 3.0 1.017 1166 3.0 1.072 101.5 101.5 81.1 81.1 93.8 LOS F LOS F LOS F LOS F LOS F 72.6 72.6 32.7 32.7 72.6 1858.5 1858.5 838.0 838.0 1858.5 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.03 1.03 1.08 10.0 10.0 11.8 11.8 10.6 East: NE 36th St 6 T1 533 3.0 0.747 43.5 LOS D 36.6 937.9 0.93 0.83 17.3 16a R1 16 3.0 0.072 14.4 LOS B 1.6 39.9 0.61 0.48 24.0 16 R2 32 3.0 0.072 14.4 LOS B 1.6 39.9 0.61 0.48 24.0 Approach 580 3.0 0.747 41.1 LOS D 36.6 937.9 0.90 0.80 17.7 North: N Federal Hwy 7 L2 65 3.0 0.557 71.4 LOS E 5.0 128.0 1.00 0.76 12.4 4 T1 163 3.0 0.368 47.7 LOS D 10.1 258.8 0.88 0.73 16.5 14 R2 82 3.0 0.220 45.6 LOS D 4.9 124.4 0.84 0.68 15.8 14b R3 1 3.0 0.220 45.6 LOS D 4.9 124.4 0.84 0.68 15.8 Approach 311 3.0 0.557 52.1 LOS D 10.1 258.8 0.90 0.72 15.3 Northwest: NE 2nd Ave 7bx L3 1 3.0 1.004 154.2 LOS F 11.8 302.0 1.00 0.97 7.4 7ax L1 116 3.0 1.004 154.2 LOS F 11.8 302.0 1.00 0.97 7.4 14ax R1 127 3.0 1.086 178.1 LOS F 13.7 351.5 1.00 1.03 6.6 14bx R3 65 3.0 0.122 16.2 LOS B 2.4 60.6 0.54 0.43 22.9 Approach 310 3.0 1.086 134.9 LOS F 13.7 351.5 0.90 0.88 8.1 West: NE 36th st 5b L3 61 3.0 0.600 56.6 LOS E 14.3 364.9 0.96 0.80 14.2 5 L2 141 3.0 0.600 56.6 LOS E 14.3 364.9 0.96 0.80 14.2 2 T1 576 3.0 1.053 129.1 LOS F 35.6 910.5 1.00 1.12 8.6 12 R2 112 3.0 1.053 113.6 LOS F 35.6 910.5 1.00 1.12 9.4 Approach 890 3.0 1.053 110.7 LOS F 35.6 910.5 0.99 1.05 9.5 All Vehicles 3258 3.0 1.086 89.0 LOS F 72.6 1858.5 0.96 0.97 11.1 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians 2P South Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 8P East Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 6P North Full Crossing 54 2.9 LOS A 0.0 0.1 0.28 0.28 5P NorthWest Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 4P West Full Crossing 54 2.9 LOS A 0.0 0.1 0.28 0.28 All Pedestrians 272 2.3 LOS A 0.25 0.25 Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements. Processed: Tuesday, September 10, 2013 4:26:11 PM Copyright © 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: C:\Users\janett\Desktop\Midtown.sip6 8000311, DAVID PLUMMER &ASSOCIATES, NETWORK/ 1PC SIDRA j INT R E TiON 6 Future with • roject HCS 2010 Signalized Intersection Results Summary - • General Information Intersection Information Agency DPA Duration, h I0.25 . „.,... ( 1 Analysis Date (Sep 6, 2013 . ‘?knalyst es I Area Type (Other „„„ ........... ,. _ . .. ( Jurisdiction (City of Miami 1 Time Period 1PM Peak Period I PHF 10.92 1 (Intersection 4NE 29 St/N Miami Avenue I Analysis Year 12015 with Project Analysis Period (1> 7:00 . , 1 File Name rw Projecg.xus I Project Description Midtown 3 k'''ULI. ;AL , i Demand information EB I Approach Movement 1.,LITIR Demand (v)., vehth 3 314 .. ., Signal irrformation a , ........ : ..,..,„„. I Cycle, s „ j 140.0 'Reference Phase 1 2 ( i - / • • , Offset s 1 0 I Reference Point End 1 Greent77.0 154.0 i b. 0 1 a o I 0.0 100 LUncoordinated 't No1SimultGap ENVI Oh.....11(YeliovVii4.6 114.6---1100 7116,6 :It o.o ........ro..o. 1 Farce Mode 1Fixed Simult. oep:111,.,6n ..... 1 14ed. 116.,,,,,,,, . 001 0 ... OA6..-O' loTO1 ...... ...... „‘....w. % „_„„,,,,... ..: 1 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT i Assigned Phase 1 84: t 8 1 a 2 6 i Case Number i 4.,„ , k (Phase Duration, s t i .058.0 (4 1 5:0.° ( 82.0 1 . . 82.0 I Change Period, (Y+Re), s g g i 4.0 t i 5.0 5.0 I Max Allow Headway (MAH), s L 3,2 3(2 1 A 0.0 ( Queue Clearance Time (gs), s 4 33.8 1 ( 38.3 2.3 1 Green Extension Time (ge), s 1 0.0 0 0 Phase Call ProbaPility :01.00 I jiax Out Probability I 0.01 ' 0.03 ( 4w..mg.::,,,...,...,,, - .,,w7Aw. -...,:„:,.,k,„mow\., Movement Group Results P: EB WB NB . SB I Approach Movement ILIT /R1LIT(R: L 1 T(R L 1 1 1 R i , 1. ) I Assigned Movement 7 1 4 I 14 1. 3 1 i t 1 1, 2 j 12 1 ...__,A k 1 410 27 I 1 103 127 ( 1 4-9- ( Adjusted Flow Rate (v) veh/h i 136 1 ( 240 313 ( (Adjusted Saturation Flow Rate (s), veh/h/In k 889 I i 1726 / 1197 I T1622 1860 I l 1465 1203 1549 Queue Service Time (gs), s 1 2.8 1 ( 13.9 4 22.4 (1. .1„2 9.1 0.01 1 1 2 1 f -, (Cycle Queue Clearance Time (ge) s •,1 31.8 1 i 13 9 0 36.3 , 2 ,1 09k , ; 2.1 [Capacity (c), veh/h . I 37-5 1 ( 666 ." 496 1 ' 626 10-51 1 1 8.5 ' 73- r i 852 I 61 i Volume -to -Capacity, Ratip29: 40.3621 / 0.361 0,631 (( .... .... ,,. 10.057 1 ( Available Capacity (ce), veh/h k 375 1 1 666 1 496 j i 626 1051 3 806 11 713 I I 852 1 ( Back of Queue (Q), ven/ln (50th percentile) it 3.1 I 1 5.8 4 9.7 I 1 11,7 0.4 1 I 1,7 1 2.3 / I 0.8 1 „.. ,.. .‹,.......,:,..„,v, l Queue Storage Ratio (RQ)(50thpercentile) To.66 1 ' f adoI 0.66.....( 1 oTool 6.061 1---0.00 t 000 T0:60 Uniform Delay (d-1), s/veh 1 31.2 1 ( 30.7 1 40.9 ( j 35.3 ( 14.4 1 1 15.2 // 18.2 1 1 14.6 ( ( li Incremental Delay (d2), s/veh I 0.2 1 0.1 2 0 1 I 2.0 , 0.01 1 0.3 ‘g. 0.5 1 1 0.1 ( Initial Queue Delays/veh 1 0.0 1 ( 0.0 ,., 0.0 0.0 , .0 . i 0.0 1 . Lao i i Control Delay (d), s/veh ,(.' 31.4 I 1 30.8 it 42.9 1 1 37.3 14.4 1 1 15.6 k 18.8 1 ( 14 8 I Level of Service (LOS) C I 1 C D t ID 131 IB ( „ I Approach Delay s/veh / LOS 1 3.1.0 1 C ik, 39.7 I D , 151 .3 1 B 17.7 1 B 1 Intersection Delay, s/veh / LOS 32.4 1 Multimodal Results , EB1 NB I. St3 9destrian LOS Score / LOS •g 27 1 B I 2.7 I B 2 7 1 B i 2. 7 [ B - . 1.,Jicycle LOS Score / LOS 1 0.8 1 A I 1.1 A 0.6 I A 0.6 1 A Co)yhcpt • 2013 Univc,--ty of HCS 2010 '1.013 77. Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information ite Information Analyst es Intersection NE 29 St 1 Avenue Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2014 with Project Analysis Time Period PM Peak Period Project Description Midtown 3 East/West Street: NE 29 St Intersection Orientation: East-West ehicle Volumes and Adjustments Major Street Movement 1 Eastbound 2 North/South Street: NE 1 Avenue Study Period (hrs): 0.25 3 4 Westbound 5 6 L T L T R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles Median Type RT Channelized Lanes Configuration Upstream Signal Minor Street Movement 203 0.88 230 2 0 LT 7 L 235 0.88 267 2 0 Northbound 8 2 0.88 2 0 0 TR 9 Undivided 3 0.88 3 2 0 LT 10 L 344 0.88 390 2 0 Southbound 11 T 165 0.88 187 0 0 TR 12 R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles 2 0.88 2 2 0 0.88 0 2 2 0.88 2 2 167 0.88 189 2 0 0.88 0 2 237 0.88 269 2 Percent Grade (%) Flared Approach Storage RT Channelized Lanes Configuration 0 Delay, Queue Length, and Level of Service pproach ovement Eastbound 1 0 0 1 LTR Westbound 4 7 0 0 Northbound 8 0 9 0 0 1 LTR 10 Southbound 11 0 0 12 Lane Configuration (veh/h) C (m) (veh/h) /c LT 230 993 0.23 LT 3 1292 0.00 LTR 4 207 0.02 LTR 458 269 1.70 0.90 5% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) pproach LOS Copyright © 2010 University of Florida, All Rights Reserved 9.7 A 0.01 7.8 A 0.06 22.7 C 22.7 C HCS+TM Version 5.6 29.46 364.2 F 364.2 F Generated: 9/6/2013 2:49 PM file:///C:/Users/elisas/AppData/Local/Temp/u21kFDE4.tmp 9/6/2013 All -Way Stop Control Page 1 of 1 ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst /es Intersection Midtown Blvd (NE 1 Av)/34 St Jurisdiction City of Miami Agency/Co. DPA Analysis Year 2014 with Project Date Performed 9/6/2013 Analysis Time Period PM Peak Period Project ID Midtown 3 'East/West Street: NE 34 St North/South Street: Midtown Blvd (NE 1 Av) Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 49 90 59 28 46 10 %Thrus Left Lane Approach Northbound SouthboundMovement L T R L T R Volume (veh/h) 59 82 55 23 41 26 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.91 0.91 0.91 0.91 Flow Rate (veh/h) 215 90 214 98 % Heavy Vehicles 2 2 2 2 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 (Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.2 0.3 0.3 0.3 Prop. Right -Turns 0.3 0.1 0.3 0.3 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.1 0.0 -0.1 -0.1 (Departure Headway and Service Time hd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.19 0.08 0.19 0.09 hd, final value (s) 4.71 5.01 4.73 4.87 x, final value 0.28 0.13 0.28 0.13 Move -up time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 2.7 3.0 1 2.7 1 2.9 l Ca aci and Level of Service - A p ty Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h) 465 340 464 348 Delay (s/veh) 9.55 8.72 9.56 8.61 LOS A A A A Approach: Delay (s/veh) 9.55 8.72 9.56 8.61 LOS A A A A Intersection Delay (s/veh) 9.28 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/10/2013 4:58 PM file:///C:/Users/elisas/AppData/Local/Temp/u2kC63 5.tmp 9/10/2013 All -Way Stop Control Page 1 of 1 ALL -WAY STOP CONTROL ANALYSIS General Information Site Information Analyst es Intersection Buena Vista Blvd/34 St Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2014 with Project Analysis Time Period -PM Peak Period Project ID Midtown 3 (East/West Street: NE 34 St North/South Street: Buena Vista Blvd Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 56 89 47 15 87 39 %Thrus Left Lane Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 35 31 14 92 60 97 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.92 0.92 0.92 0.92 Flow Rate (veh/h) 207 152 86 269 % Heavy Vehicles 2 2 2 2 No. Lanes 1 1 1 1 Geometry Group 1 1 1 1 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left -Turns 0.3 0.1 0.4 0.4 Prop. Right -Turns 0.2 0.3 0.2 0.4 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -O.1 -0.1 0.0 -0.1 !Departure Headway and Service Time hd, initial value (s) 3.20 3.20 3.20 ' 3.20 x, initial 0.18 0.14 0.08 0.24 hd, final value (s) 4.99 5.01 5.24 4.84 x, final value 0.29 0.21 0.13 0.36 Move -up time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 3.0 I 3.0 I, 3.2 2.8 1 !Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h) 457 402 336 519 Delay (s/veh) 9.98 9.35 8.99 10.55 LOS A A A B Approach: Delay (s/veh) 9.98 9.35 8.99 10.55 LOS A A A B Intersection Delay (s/veh) 9.94 Intersection LOS A Copyright ©2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/10/2013 4:56 PM file:///C:/Users/elisas/AppData/Local/Temp/u2k9C09.tmp 9/10/2013 I, 0- Cycle, s I 51.1 I Reference Phase 1 2 j Offset 0 ..I. Re!arence Point I End Green-I46 121.6 119 0.0 0.13 100 WB L L T 84 7 213 NB SB L IT 15 969 111 153 676 16 HCS 2010 Signalized Intersection Results Summary (‘,, General Information Intersection Information ,IAgency idpa Duration, h Tnalyst les / Analysis Date E9/9/2013 :0 25_ _ , I Area Type jOther „_ , Jurisdiction I Time Period 1PM Peak Period I PHF 92 Intersection IN Miami Av/N 34 Street I Analysis Year 2015 with Project 1 Analysis Period 1>/7:00 File Name lw Project.xus 1 Project Description Midtown 3 k., Demand Information , EB Approach Movement isLiTiR I Demand (v), veh/h 1 14 I 12 Signal Information 6-ncoor-ainated Yes Simuit. Gap E/W . Yellow t3.0 14.0 I 4.0 10.0 10.0 I o.o Force Mode Fixed 1 Simuft. Gap N/S On $ Red 10.0 11.0 11 0 10.0 0 0 INNS:00 6 „ , , .„„...,„..„...... Queue Service Time (gs), s 1.-CycleQueue Clearance Time (gc), s iCapacity (c), veh/h.. !Volume -to -Capacity Ratio (X) Available Capacity (Ca), veh/h Back of Queue RI, veh/In (50th percentile) I I / Overflow Queue (Q3), veh/In o.o 0.0 0.0 0.0 Queue Storage Ratio (RQ) (50th percentile) Uniform s/veh,, Incremental Delay (d2) s/veh 1 Initial Queue Delay (d3), s/veh • • Control Delay (d), s/veh 1 Level of Service (LOS), Approach Delay siveh / LOS_ 1 Intersection Delay, s/veh / LOS Timer Results EBL EBT WBL VVBT Nal NBT Salt j SBT Assigned Phase k 1 4 I 6 .01 5 1 2 1 CaseNumber 4 8 0 I 6.0 1 8 3 1.0 I 4.0 Phase Duration, s 16.9 16.9 :0 Change Period, (Y+Rc), s i j 5.0 1 I 5.0 t' Max Allow Headway (MAH), S 4 .3 3.1 a 3.1 i I 3.1 1 146 4.3 7.4 0 Queue Clearance Time (gs), s 1 I 8.8 g: i 11.3 ,9 Green Extension Time (ge), s 4 0.8 t 0.7 .50.2 I 4.5 I, 7hase Call Probability too 4 too 1 00 g 0.91 1 00. ax Out Probability 0.00 0.00 0.00 ' 0.00 / O:Oo %WINKMC- 1 Movement Group Results EB WB NB I Approach Movement ItLITIR 1 LI,T 0 R:IiLIT Assigned Movement 3 I 8 0 18 7 4 11 14 , 1 6 I Adjusted Flow Rate (v), veh/h 1 I 47 1 1 91 , 239 I Adjusted Saturation Flow Rate (s), veh/h/In 671 : 3.2 I. 6.8 1 11 0.5 SB 161 5 2 0 12 1. 630 1 I 560 1 166 378 I 375 1078 1404 1 1618 11 1 1873 I 1664 I 1810 I 1900 1884 1 9 2 5 1 5 1 1 68 I 1 93 I 6.8 / [46 1 i 149 ' 2 3 I 5 4 1 54 I i 345 I 1 294 I 371 ii .4 872 I I 711 : 370 1 1093 I 1084 .03.. 0185 r II 0411 / 6644 I I 67723 1 1 0.:i8ii 6.449 rb.845 I 0.346 1 I , I 865 I ik 794 I 948 I I 3476 I .) 5830 i 738 1 4082 I 4648 I t I 04 i 1 1.0 I 2.3 i . 4.9 1 1 441 0.6 i 1.4 i 1.4% ...1 1 0.0 il 0.0 I 0.0 I 0.0 1.2I:1 6.66 666 6.06 1 6.66 ado o.00 o.00 0.00 i ...., ..4..... ... )15...71 J 21.7 1:17.8 •1 11261 I 127 ..I, 97 1 5.8 I 58 I 0 1 I -0 2 I di 1 1 0 4 C 1 07 6 3-1 6iliiii 4 1 0 0 I 0 0 1 0 0 , 0 0 i I 0 0 1 0 0- 1 0 0 1 0 0 I I 15.8 1 1 C 21.9 I 16.5 1 1 ii.O i I 13.4 k id.o. 1 5 1 t ,....„„.. / B 1 B : I B I IBIA 41A 15.81 BN 1951 B 1132 ' B I 6.6 r A I 11.6 - "W - 26.6 t 7.6 / 34.2 I .„ ''' • , . 4 Multimodal Results EB WB NB BB destrian LOS Score / LOS 2.7 1 8 t 2 8 1 C 2 2 1 8 2 1 csicycle LOS Score / LOS 1 0.6 A CIc.;40,?Il 200 nIvzif Ho RIghks 1.0 A 1 1.5 1 A 1 1.2 A C.:`,--tcr,3t.t.x.I. '! 3 i HCS 2010 Signalized intersection Results Summary Id • „,n, sseve.,,, ,.C.S.,C Duration, h 1 p.25 ,\nalyst 1 !Analysis Date 19/9/2013 1 Area Type i Other i . 1 Jurisdiction i i i r ,, 1:,zz , 1 Intersection IN 36 St/N Miami Avenue , Analysis Year 12015 with Project 'Analysis Period 11> 7:00 1 File Name iw Project.xus 1 Project Description Midtown 3 •• . ----- • --- • - % _ _,..... ....,..... „._ • ••,,-.% •,,%1.4w: ,.:,,, , •• m •*•‘ ••••z‘wsw•womzem%mwzmoz,A011%,NNM,.s . -,:zy*.: ,: _ -\\,...... z..„=•.:,\V,I.,,,•••,.%*.': ,.`,.. 1,,,,:l1I114Ww..11‘1. ••••m. ,- - '--•• VI I Demand Information EB "; WB j NB SB , • ............. ApproachMovement 1-•L 1 I T 1 ROLIT 1 112•'L 1 T 1 R L 1 T 1 R 1 ,•-•,.......,...-_____,•,•.,.._..% . _____,•••••• 1 Demand (v), vehth - 178 ; 478 1 t 129 1 363 181 928 157 :' 176 631 i 154 i ,... 1 General Information Intersection Information -Agency Time Period (PM Peak Period J PHF 10.91 i Signal Information ,,, 1 Cycle, s 1 140.0 Reference Phase I 2 N t 14( 1 )i 1 0 ce4., Offset s a,...._„.„.... .,,..._„.. Re!er...°n... P69t_..1,.....9.q..1 Green45.0 , 1111 0 156.0 119.0 /j 0.0 10.0 1111111111111k,zzzizz: 1 Uncoordinated1 No Simult. Gap E/VV..:....1.,_6n_.1 Yellowl 3..0 ... 140_, . 113.0_ 14.0 10.0 '''' 1111111V ' , • ..: - I Force ode. i Fixed I Simult Gap On ktied 1 626 t3.6 i o.-o 2.0 10.0 10.0 , . 1.0 ,..... _____, % ..„.....v :::.• -___ - , 1....Ti me...r..R.. e..s:ults_...... A EBL 1 EST t WBL I WBT NBL .."-NBT SBL, 1 SBT i Assigned Phase 2 i 1 1 6- 1 8 7 I 4 1 i Case Number•.ii 1.1 I 4-.9 .1 1.1 .'. ; `..; • ., 1 Phase Duration, s 111 14.0- 1 63.0 14.0 1 63.0 _I. 1 51.0 li 12.0 1 63.0 1 Change eno , c , '7.0 3.0 ; 7.0 6.0 1 Max Allow Headway (MAH), s 3.1 , 0.0 11 3.1 0.0 1.1 1 3.2 1 3.1 1 3.2 1 , - zy ;Queue Clearance Time (ge) s ... 10 8 ) 8 2 1 .• a; 1 39.3 1 1'1.0 i 27.5 A , ; Green Extension Time (ge), s N 0.0 i 0.0 1.... 0.1 1 0.0 1 1 3.2 3....,..0.0........ j..........6.,5_,) , % . „„... 'base Call Probability 1.00 1.00 I too 4 1.00 I 1.00 1 ;lax Out Probability t 1.00 1 '1 1.00 1 t I 0.74 1 1.00 .1 0.04 ; Z....N.- . - .. "Agi:,:w...:%,.....w..‘wc..N.....w...,...wk.**c.,...„. ...*k..*„..A. ....,,,,„, \ 4.1.‘. kk% 4k .:..M.T.••• :...W '":::::":.Z;..:'Si` TW'''''' ' 11.M3 :.:,...,..,.. • % _, ... ,„N, \ .,.:k..,=:. •;:•-•:.-\7,.,.."ft... . „ ..‘...,. , ... -t,...-sm...,. . Ek 1 i Movement Group Results EB 1 WB '' NB SB I Approach-M-Ovement ;a L I T 1 L ;T !lR-T ;•aLI;R • L-=;,T i'Ra lAssigned Movement 1 5 i 2 . . I 12 t 1 1 6 ; 16 i..... 3 1 8- ; 18 E ' 7 I 4 i 14 a - i Adjusted Flow Rate (v), veh/h tp 1961324 j 307 .1 142 I 399 i 199 i 97 1 1020 173 t 193 I 446 jkdjusted Saturation Flow Rate (s), vet-t/h/In il 1810 1 1900 11789 I; 1810 1 1900 J 1610 t.. 651 i 1809 1 1610 , 1810 I 1900 L1770 ; Queue Service Time (ge), s •"; 8 8 ; 17 3 ; 17 4 1 6.2 1 22.3 El 11.8 1 18.9 37.8 1 11.4 .., 9.0 1 25.51....25:51 i9y-c-IeQu-e-u-e--oteaaceTiMe--(g4,1s.......... ......1.-1....... 8 8 1 17.3 1 17.4 :".. 6.2 1 22.3 i 11.6 32.4 1 37.3 i 11.41 9.0 1 2.5.5 1...255 ...1 394 1 760 716 I 416 I. 760 p 644 t 198 i 1163 518 194 ; 774 721..1 VOIume---t0---C-a-Pacity' R atio(X)............. -I:9.496 j 0141.2164§412:9 10„ •34 9 1.„0525,....1.9. -3.99 10489...4 9....-.877, °.333199. 97.....i ....577 I 96.,:„.....J I Available Capacity (ce), veh/h t 394 ; 760 ; 716 i 416 t 1 I 760 ; 644 1 198 1 1163 518 194 ; 774 ,, 721 a Back of Queue (Q), veh/In (50th percentile) A 3.8 1 8.3 ; 7.9 1 2.7 1 108 I; 4--.6 I. 3 1 i 177 475 7.8 1 11.8 I 11.0 I I Overflow Queue (Q3) veh/In EI 0.0 1 0.0 0.0 t 0.0 i 0.0 II 0.0 4 o.o o.o o.o 1 o.o 1 o.o ' o.o i Queue Storage Ratio (RQ) (50th percentile) t 0.00 i 0.00 1 0.00 i 0.00 a 0.00 1 0.00 '), 0.00 I 0.00 1 0.00 1 0.00 1 0.00 0.00 1 ... .„.._, ..., 1 Uniform Delay (di), s/veh A 23.7 1 30.4 i 30.4 Et 22.0 / 31.9 k 2828 A 49.4 I 44.9 i 36.1 t 38 5 I 32.2 1 32.2 1 (ncremental Delay (d2), &Veil il 0.4 1 1.7 1 1.9 I 0.2 1 2.6 1.2 1 0.7 1 7 5 ) 0 1 : 63 6 ; 0 7 10 8 ilniiiaTC)...-ueue76elay (-d3), siveh-...... ...... 1...00-....L0-..0 1... o.o ft., 66 1 66 1... 6.6 ...i. 6.6 1,_o6 ...j... O...o ' 6.6 1 00 ...1.. 0.6 ,..i .... .......,.. 1-ContiolDe1ayd)...,. s-/veh 1 240 1 32.1 ili 3231 22.-1 34 .5 1 30.0 it 50.-1 I 524 1 362 ': 162.1 I 329 1 329 1 ; 1 Level of Service (LOS) ICiC 1 CACC)C 1 D 1 D D a F 1 C 1 C I Approach Delay s/veh / LOS30.3 Et I t t) 30 9 1 1 50.1 1 D 1 .45.6 $ D-. 1 Intersection Delay, s/veh/ COS t 41.0 D „..........c-...% •. .,..• - - :,....,,,, :::... - •,.: ••...• • • W.. '' ' ,.... , • ..: i,:•'•"--% N- I Muftimodal Results %.. W i 3destrian LOS Score / LOS 1 3.0 1 C 1 2.8 i C 2.8 i C i 2.4 I B q cycle LOS Score / LOS ;.: 1.2 1.7 A , i A 1.6 i>. A % 1.4 1 A C i U niver,s; V44 4-4-ion 6 I .?0 . 15 61 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information Analyst es Intersection NE 36 Street/1 Avenue Agency/Co. dpa Jurisdiction Date Performed 9/9/2013 Analysis Year 2015 with Project Analysis Time Period PM Peak Periof Project Description Midtown 3 (Numerous illegal turns reflected in the analysis) East/West Street: NE 36 Street INorth/South Street: NE 1 Avenue Intersection Orientation: East-West tudy Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 20 687 64 74 746 8 Peak -Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate, HFR (veh/h) 21 730 68 78 793 8 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 2 0 0 2 0 Configuration L T i TR LT TR Upstream Signal 0 , 0 Minor Street Northbound Southbound ovement 7 8 9 10 11 12 L T R L T R olume (veh/h) 9 13 157 4 1 35 Peak -Hour Factor, PHF 0.94 0.94 0.94 0.94 0.94 Hourly Flow Rate, HFR veh/h 9 13 167 4 1 35 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LT LTR LTR (veh/h) 21 78 189 40 C (m) (veh/h) 831 833 360 308 lc 0.03 0.09 0.52 0.13 45% queue length 0.08 0.31 2.92 0.44 Control Delay (s/veh) 9.4 9.8 25.5 18.4 LOS A A D C _ A pproach Delay (s/veh) -- -- 25.5 18.4 A pproach LOS -- -- D C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/10/2013 4:40 PM file:///C:/Users/elisas/AppData/Local/Temp/u2k88A8.tmp 9/10/2013 HCS 2010 Signalized Intersection Results Summary 0 °230 ;Uncoordinated' No Simult Gap E/W On %Yellow 3 0 f4 0 4A 4 0 I Force Mode Fixed Simutt Gap N/S On Red L 0 0 j Timer Results Assigned Phase Case Number ;Phase Duration, s Change Period (Y+Rc) s ;Max Allow Headway (MAH), s Queue Clearance Time (gs), s EBL EBT 4 a 9.0 500 a 7.0 3.1,: 38.1 0.0 100. 0;0 0.0 0.0 0^O A WBT NBL / NBT SBL SBT 8 5 1 2 1 1 6 9.0 1 1.1 i 3.0 1.1 4.0 I 30.0 28.0 ' 72.0 28.0 i 72 0 3 7.0 3.0 6.0 I 3.0 a 6.0 a 3.2 z 3.1 '0-.0 2 -3.1 ( 0.0 25.0 9.0 25.3 SB Green Extension Time (ge), s j 0.8 a 0.0 ........:.:....:. ''base Call Probability 1 00 1 0( lax Out Probability 0.44 1.00 0.00 1.00 ..��... �::��>.f:�\�:caI�'.....zxz...;z:.�za«'z�:� : 4t.�:...4. �w> ... :��:� .:. ��.::�� �' ' '� \ � «:\t « � �;�w w ..: \ ... .'< �� \. :`:'I\\��:4�a.44:42tz.>z„ >4q/0`:`tca�:':C: \�ve<ataa40,,,.t' 1a �� ' .. �' `.�` "4I. �` % Movement Group Results a EB WB NB SB I Approach Movement L T T R L I T R L T I R I Assigned Movement 5 7 a 4 14II30 8 I 18 5 2 12 1 6 16 'i Adjusted Flow Rate (v), veh/h . 163 396 177 k 282 I 76 312 132 I. 1112 324 4 309 I 619 1565 Y I. Adjusted Saturation Flow Rate (s), veh/h/In < 1810 1 1900 1 1610 11810 11900 1 1610 4 1810 j 1809 11610 % 1810 1 1900 1726 Queue Service Time(gs) s 2 13.5; 36 1 1 13.8/ 23.0. 6 5 . 23 0 7 0 150 6 28 7 23.3; 55 1 55.4 1 j Cycle Queue Clearance Time (gc) s 113 5 I 36.1 1 13.8 123 0 1 '6-.5 i 23.0-1 7.0 i 50 6 28.7 1 23 3.i 5571 55 4 Capacity (c) veh/h Volume to -Capacity Ratio (X) Available Capacity (ca) veh/h Back of Queue (Q). veh/In (50th percentile) Overflow Queue (Qs) veh/In General Information ',Agency analyst l Jurisdiction Intersection 1 File Name Project Description Demand Information I Approach Movement Demand (v), vehlh I Signal information Cycles fi 180.0 Reference Phase i 2 u I Offset,s 10 1 Reference Point ) End G reen @ 25.0 ; 66 0 Intersection Information � I Duration h $0 25 Analysis Date Sep 6 2013 Area Type /Time Period I PHF 90.99 € r 'Other NW 36 St/ Biscayne Blvd Analysis Year 12015 with Project Analysis Period j1> 7 00 /2015 with Project xus ;PM Peak Hour EB 1.00 j 0.2 b 0.0 0.0 1.00 I a 432 j 454 I 608 1 231 a 243 , 429 2 320 11326 590 324 1697 633 s <z0` f.... ..... `...: .... .. ... .. .. . .. h ... ... .... .. 5.......... ... 376 0872.0291a1.219 0.312 07270414`0838/054909551088910892 Y 432 1454 608 231 1 243. 429 5 320 11326 590 324 1 697 0 633 1 1 6.3 1195 5.6 19.1 1 3.2 5 13.6 t 3.1 1 24.1 .1 12.2 11.5 1 29.2 / 27.0 00 I 00 I 00 00 I 0.0 ? 00 I, 00 00 I 00 00 00 a 00 Queue Storage Ratio (RQ) (50th percentile) I 0 00 c 6.66 .1 0 00 0 00 I 0 00 g 0 00 1 0 00 1 0.00 0 0 00 0 00 a 0 00 I 0 00 1 I Uniform Delay (di) s/veh 57.3 1 65.9 I 39.1 78.5 171 3 v 60.0 34.7 1 52.1 1 45 2; 52 4 g 53.5 53.7 I Incremental Delay (d2) s/veh 0 2 116 2 0 1 131.1 0.3 E 5 3 0.3 3 6.5 1..3..6.. 37 8 15.7 j 17 4 Initial Queue Delay(d3) s/veh 00 00 00 00 l 00 00 00 I 00 00 00 00 I 00 Control Delay (d), s/veh 57 5 82 0 ? 39 2 209 6 1716 , 65 4 1 35 0 58 6 148 9 190.2 ; 69 2 I 71 0 j Level of Service (LOS) E F I D F I E E D i E D F E E Approach Delay, s/veh / LOS...... 66.3 ` E..... 1267.......1. F..:... 54.6 (:::. D 74 2 I . E Intersection Delay, s/veh / LOS 1 73.9 Multimodal Results destrian LOS Score / LOS bicycle LOS Score / LOS :, i kite e 3.0 1.7 EB WB 1.8 I 2.5 1.7 MOVEMENT SUMMARY its Site: Future w! Project Midtown, PM Peak Hour Signals - Pretimed Cycle Time = 150 seconds (Practical Cycle Time) South: NE 2nd Ave 3 L2 3a L1 8 T1 18 R2 Approach 142 3.0 1.072 101.5 LOS F 586 3.0 1.072 101.5 LOS F 313 3.0 1.051 91.2 LOS F 127 3.0 1.051 91.2 LOS F 1168 3.0 1.072 97.6 LOS F 72.6 72.6 34.1 34.1 72.6 1858.5 1858.5 874.1 874.1 1858.5 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.06 1.06 1.09 10.0 10.0 10.9 10.9 10.3 East NE 36th St 6 T1 559 3.0 0.783 45.7 LOS D 39.8 1017.8 0.95 0.85 16.8 16a R1 16 3.0 0.072 14.4 LOS B 1.6 39.9 0.61 0.48 24.0 16 R2 32 3.0 0.072 14.4 LOS B 1.6 39.9 0.61 0.48 24.0 Approach 607 3.0 0.783 43.2 LOS D 39.8 1017.8 0.92 0.82 17.3 North: N Federal Hwy 7 L2 65 3.0 0.557 71.4 LOS E 5.0 128.0 1.00 0.76 12.4 4 T1 163 3.0 0.379 48.6 LOS D 10.2 261.4 0.89 0.73 16.4 14 R2 85 3.0 0.235 46.5 LOS D 5.1 131.0 0.85 0.69 15.7 14b R3 1 3.0 0.235 46.5 LOS D 5.1 131.0 0.85 0.69 15.7 Approach 314 3.0 0.557 52.7 LOS D 10.2 261.4 0.90 0.73 15.2 NorthWest: NE 2nd Ave 7bx L3 1 3.0 1.004 154.2 LOS F 11.8 302.0 1.00 0.97 7.4 7ax L1 116 3.0 1.004 154.2 LOS F 11.8 302.0 1.00 0.97 7.4 14ax R1 127 3.0 1.086 178.1 LOS F 13.7 351.5 1.00 1.03 6.6 14bx R3 73 3.0 0.125 9.2 LOS A 2.1 52.9 0.42 0.34 25.7 Approach 317 3.0 1.086 130.5 LOS F 13.7 351.5 0.87 0.85 8.3 West: NE 36th st 5b L3 66 3.0 0.627 56.8 LOS E 14.9 382.7 0.96 0.81 14.2 5 L2 145 3.0 0.627 56.8 LOS E 14.9 382.7 0.96 0.81 14.2 2 T1 595 3.0 1.052 128.0 LOS F 36.5 933.8 1.00 1.12 8.6 12 R2 112 3.0 1.052 111.8 LOS F 36.5 933.8 1.00 1.12 9.5 Approach 917 3.0 1.052 109.6 LOS F 36.5 933.8 0.99 1.05 9.6 Alt Vehicles 3324 3.0 1.086 89.9 LOS F 72.6 1858.5 0.96 0.97 11.0 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap -Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians 2P South Full Crossing 54 MIRY 1.9 a 7� LOS A 0.0 0.1 0.23 0.23 8P East Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 6P North Full Crossing 54 2.9 LOS A 0.0 0.1 0.28 0.28 5P NorthWest Full Crossing 54 1.9 LOS A 0.0 0.1 0.23 0.23 4P West Full Crossing 54 2.9 LOS A 0.0 0.1 0.28 0.28 All Pedestrians 272 2.3 LOS A 0.25 0.25 Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements. Processed: Tuesday, September 10, 2013 4:22:50 PM Copyright © 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: C:\Users\janett\Desktop\Midtown.sip6 8000311, DAVID PLUMMER &ASSOCIATES, NETWORK/ 1PC SIDRA 1N 3 E E Ti Project Driveway Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Intersection East Coast Av/Project Driveway Analyst es Agency/Co. DPA Jurisdiction City of Miami Date Performed 9/6/2013 Analysis Year 2014 with Project Analysis Time Period PM Peak Hour Project Description Midtown 3 East/West Street: Project Driveway orth/South Street: East Coast Av Intersection Orientation: East-West tudy Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 25 52 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 25 0 52 0 0 0 Percent Heavy Vehicles 2 -- _ -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LTR LR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 90 11 90 33 Peak -Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR (veh/h) 94 11 0 0 94 34 Percent Heavy Vehicles 2 2 0 0 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Delay, Queue Length, and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LT TR (veh/h) 25 105 128 C (m) (veh/h) 1623 729 840 lc 0.02 0.14 0.15 •5% queue length 0.05 0.50 0.54 Control Delay (s/veh) 7.3 10.8 10.1 LOS A B B A pproach Delay (s/veh) -- -- 10.8 10.1 A pproach LOS -- -- B B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 9/10/2013 5:00 PM file:///C:/Users/elisas/AppData/Local/Temp/u2k4488.tmp 9/10/2013 ppendix E ackground Growth -ate Calculations Station Location Historic Growth Trend Midtown 3 2007 2008 2009 2010 2011 2012 5058 143 5077 SR 5/US-1, 200' N of NE 29th Street SR 5/US-1, 200' S of NE 36th Street SR 25/US-27/NW 36 ST, 200' E I-95 33,500 33,000 15,600 34,500 31,500 13,500 33,000 31,000 14,900 32,000 29,000 17,200 26,500 28,500 14,700 37,000 29,500 16,000 TOTAL 82,100 79,500 78,900 78,200 69,700 82,500 Yearly Growth -3.2% -0.8% -0.9% -10.9% 18.4% Growth Trend 0.5% FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2012 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5077 - SR 25/US-27/NW 36 ST, 200. E 1-95 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2012 22000 C E 11000 W 11000 9.00 55.70 4.20 2011 21500 C E 11500 W 10000 9.00 55.10 4.10 2010 23500 C E 13000 W 10500 8.98 54.08 4.10 2009 17100 C E 8700 W 8400 8.99 53.24 4.20 2008 13900 C E 7500 W 6400 9.09 55.75 3.00 2007 15600 C E 9700 W 5900 8.01 54.34 3.70 2006 13500 C E 7700 W 5800 7.97 54.22 4.50 2005 14900 C E 8400 W 6500 8.80 53.80 5.30 2004 17200 C E 8500 W 8700 9.00 53.30 5.30 2003 14700 C E 8100 W 6600 8.80 53.40 6.10 2002 16000 C E 7700 W 8300 9.80 52.30 11.00 2001 14500 C E 7800 W 6700 8.20 53.50 6.10 2000 14600 C E 7500 W 7100 8.20 53.10 13.40 1999 15200 C E 7600 W 7600 9.10 52.70 3.50 1998 12900 C E 6700 W 6200 9.30 52.70 16.00 1997 11100 C E 6000 W 5100 9.10 64.50 21.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T =.THIRD YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES ppen • F Committed Development Information ., Traffic Impact Analysis for Submittal to the 0 City of Miami South Block South Retail Midtown Miami • Miami, Florida do 6 0 8 D 0 6 Prepared for: WaI-Mart Stores Inc. Bentonville, Arkansas Prepared by: Kimley-Horn and Associates, inc. Fort Lauderdale, Florida 02012 Kimley-Horn and Associates, Inc. January 2012 147253517 John J. McWilliams, P.E. . Florida Registration Number 62541 Kimley-Horn and Associates, Inc. 5200 NW 33rd Avenue, Suite 109 Fort Lauderdale, FL 33309 CA # 00000696 A NO tit 1 1 1 1 1 1 NOT TO SCALE j.�.��; Nir 29th StrEet 4,4 ( I.;r. 1 . 11' FF s / ittFi 1, F Itll ey- om and Associates, Inc Figure 1 Location Map South Block South Retail City of Miami, Florida 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 © �� Kirnley-Horn and Associates, Inc. Traffic Impact Analysis Table 6: Proposed Trip Generation Future Land Use (ITE Code} Scale Net New External Trips Entering Exiting % Trips % Trips Free -Standing Discount Superstore (813) 164.525 ksf 541 49% 262 51% 279 Special Retail Center (814) 5.725 ksf 18 44% 7 56% 11 Total 559 269 290 ITE/Miami vehicular occupancy adjustment (16%reduction) (vehicles per hour) 470 vph 226 vph 244 vph Person -Trip Conversion (1.4 persons per vehicle)(person-trip) 657 ptph 316 ptph 341 ptph Trip Distribution and Assignment The likely distribution of project traffic was forecast for trips expected to be generated by the project. The trip distribution was based on a cardinal trip distribution obtained from the 2015 Cost Feasible Plan for the project site's traffic analysis zone (TAZ 500). The cardinal trip distribution for TAZ 500 is provided in Table 7. The detailed cardinal distribution is included in Appendix F. Table 7: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 14.41% East -Northeast 3.08% East -Southeast 6.31% South -Southeast 11.7% South -Southwest P 16.49% West -Southwest 20.58% West -Northwest 12.4% North -Northwest 15.02% Total 100.00% TIA City of Miami Jan 2012 v2.docx Page - 16 January 2012 6 0 0 0 tti 0 0 0 4 N NOT TO SCALE atr,,f,4 7.()% (20%) NE 34th Street Legend Study Roadway rD Study Intersection El Site 00.0% Entering Project Distribution (00.0%) Exiting Project Distribution <00.0%> Pass -By Trip Distribution 15 0 z NE 3 st Street NE 29th Street ponimire Maley -Horn Ibb..1111111111T 1 and Associates, Inc. fa2011 0 NE 30th Street Figure 5 Project Trip Distribution South Block South Retail City of Miami, Florida 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 0 N NOT TO SCALE NE 34th Street NE 3ist Street NE 29th Street PP'11111111,1 Kirnlepliom 11166.111111111I and Associates, Inc. CO 2011 Legend, — Study Roadway '9 Study Intersection 000 Net New Project Traffic Peak Hour Person -Trip Volume 40,11 (000) Pass -By Trips NE 30th Street South Block 6outh Re Figure 6 Project Trip Assignment P,M. Peak Hour South Block South Retail City of Miami, Florida Traffic Impact Analysis for Submittal to the City of Miami riKimley-Horn and Associates, Inc, ©2013Kimley-Horn and Associates, Inc. May 2013 043 505003 TRANSPORTATIO-L- CIVIL. STRUCTURAL ENviRommENLAL MIDTOWN 3 MAJOR USE SPECIAL PERMIT SITE UTILITY STUDY Prepared for: PRH Investments, LLC Prepared by: Consulting Engineering and Science, Inc, August 5, 2013 TABLE OF CONTENTS SECTION TITLE PAGE 1 PROJECT DESCRIPTION 1 2 DRAINAGE 1 3 WATER DISTRIBUTION 3 4 SANITARY SEWER 4 5 SOLID WASTE 4 6 GAS 5 7 POWER 5 NUMBER TABLES PAGE A DRAINAGE CALCULATIONS 2 B WATER USAGE 4 C SEWAGE FLOW CALCULATIONS 4 D SOLID WASTE GENERATION 5 NUMBER APPENDICES ONE LOCATION MAP/SITE PLAN TWO UTILITY DESIGN TICKET THREE WATER & SEWER ATLASES FOUR DERM SEWAGE PUMP STATION NAPOT FIVE FEMA/FIRM MAP SIX BOUNDARY SURVEY SECTION 1 - PROJECT DESCRIPTION A. Project Location and Size: The project is located in the northeast quadrant of the intersection of N.E. 34th Street and N.E. 1st Avenue (Midtown Boulevard), bounded on the east by East Coast Avenue and the Florida East Coast Railway and on the north by existing high-rise residential. The site, with a site area of 66,972 square feet, or 1.54 acres, has approximately 303 feet of frontage along N.E. 34th Street, approximately 263 feet of frontage along N.E. 1st Avenue and approximately 192 feet of frontage along East Coast Avenue. The site is currently vacant. B. The proposed project build -out will be as follows: Apartments/Condominiums: Hotel Rooms: Retail: Office: 400 units 80 units 20,548 sf 4,165 sf The building will include a 7 level base, accommodating retail, office, hotel, apartments and parking; with a 25 level residential tower. Pedestrian access with be from all three fronting roadways and vehicular access will be from East Coast Avenue. SECTION 2 - DRAINAGE A. Drainage Area Upon development, 87.07% of the site will be impervious and 12.93% of the site will be pervious. Stormwater runoff will consist of rainfall from the building roof, driveways, decks, landscape areas and one-third of the vertical building surface. B. Existing Storm Drainage System: Since the site is current vacant, there is no existing storm drainage system. The site relies on percolation and transpiration for storm runoff removal. The adjacent roadways, under the jurisdiction of the City of Miami Public Works Department, have their own dedicated storm drainage system C. Proposed Storm Drainage System: The storm drainage system to serve this project will be designed to contain the 5-year 1-day storm event and the 25-year 3-day storm event on -site, and will be designed to protect the first floor elevations from the 100-year 3-day storm event, as required to comply with the applicable requirements of the Environmental Resources Management Section of the Miami -Dade County Department of Regulatory and Economic Resources (formerly DERM). It is anticipated that the stormwater disposal system will include three (3) 24-inch drainage wells. See supporting calculations in Table 1. Runoff will be collected through a system of catch basins and conveyed by pipes to the well locations. Runoff from interior driveways and parking areas will be directed to one or more lengths of sand -filtered french drain (exfiltration trench) to capture the oils and greases. Table A Drainage Calculations 1. Total Site Area 1.54 Acres a. Impervious Area Roof/Driveways/Walks 1/3 Vert. Bldg. Surface 1.34 Acres 1.82 Acres 3.16 Acres b. Pervious Area 0.20 Acres c. Adjusted Contributing Area 3.36 Acres 2. Average Runoff Coefficient 3.16(0.8)+ 0.20(0.2) 3.36 = 0.76 3. Design Storm 5 years 4. Time of Concentration 15 minutes 5. Rainfall Intensity 5.50 in/hr 6. Peak Runoff (Q) = CiA (0.76)(5.50)(3.36) = 14.04 cfs -2- Assume each 24-inch diameter drainage well has a capacity of 750 gpm per foot of head; and, using 3.0 feet of available head: Well Capacity = 750 gpm x 3.0 feet = 2,250 gpm per well = 5.01 cfs per well No. Wells = Peak Runoff = 14.04 cfs = 2.80 wells Well Capacity 5.01 cfs Provide three (3) - 24" diameter Drainage Wells Detention Tank: Provide 1.5 minutes (90 seconds) of detention time of storage in tank for surface area only (excludes 1/3 of the vertical building surfaces): Q = (0.76)(5.50)(1.54) = 6.44 cfs Volume of tank required to handle 6.44 cfs for 90 seconds = 6.44 cfs x 90 sec = 580 cubic feet (cf) Provide three (3) tanks with the following interior dimensions: 3 Tanks @ 5' (width) x 10' (length) x 4' (depth) = 600 cf SECTION 3 - WATER DISTRIBUTION The Miami Dade Water and Sewer Department (WASD) owns and operates 12-inch water mains located in each of the three fronting roadways. The water and fire connections for this project will likely be made from the existing 12-inch water main located in East Cost Avenue. The connections will consist of a fire line service, domestic water service and cooling tower/irrigation water service. Additional services may be provided to the ground level retail directly from the adjacent existing water mains. No on -site water wells are planned for this project. The calculations for anticipated water usage required for this project are shown in Table 2. -3- Table B Water Usage Residential Units: 400 units @ 150 gpd/unit = 60,000 gpd Hotel Rooms: 80 units @ 100 gpd/room = 8,000 gpd Retail: 20,548 sf @ 10 gpd/100 sf = 2,055 gpd Office: 4,165 sf @ 5 gpd/100 sf = 209 gpd Total = 70,264 gpd SECTION 4 - SANITARY SEWER The Miami Dade Water and Sewer Department (WASD) owns and operates 8-inch gravity sewer mains in portions of N.E. 34th Street and N.E. 1st Avenue fronting the site. It is anticipated that one or more gravity sewer connections to these sewer mains will be utilized to serve this project. Per DERM, the receiving WASD pump Station (PS- 0002) has available capacity to accept the flow from this project. Anticipated sewage flow calculations are shown in Table 3. Table C Sewage Flow Calculations Average Daily Flow (Table 2) = 70,264 gpd Average Daily Flow = 48.8 gpm Peak Flow (48.8 x 2.0) = 97.6 gpm SECTION 5 - SOLID WASTE Solid waste generated by this project will be collected in standardized on -site containers for refuse and recyclable waste. Regular service will be provided by either private hauling companies and/or the City of Miami Department of Solid Waste. Both will transport the waste to Miami -Dade County's Disposal or Recycling facilities. The projected daily volumes of solid waste generation are shown below, in Table 4. -4- Table D Solid Waste Generation Apartments/Condominiums/Hotels: Solid Waste Retail/Office: Solid Waste Total SECTION 6 - GAS 467 units x 5 lbs/unit/day 2,335 lbs/day - 1.17 tons/day 427 tons/year - 24,713 sf @ 4 lbs/100 - 989 lbs/day - 0.49 tons/day 179 tons/year - 3,324 lbs/day - 1.66 tons/day 606 tons/year sf/day Should natural gas be needed for the project, TECO Peoples Gas Company has existing 4-inch gas mains in N.E. 34th Street and in East Coast Avenue. The contact person to coordinate gas service is: Juan Llarena Phone: (786)41239821 SECTION 7 - POWER Florida Power & Light Company (FPL) has existing underground transmission facilities in both N.E. 34th Street and in N.E. 1st Avenue. Both 120/240 Volt 3 Phase and 240/480 Volt 3 Phase service are available. A ductbank (6-5" ducts) has been extended from an FPL manhole to the southeastern corner of the project site. A FPL Transformer Vault will be provided in the ground level of the building. The contact person to coordinate service is: Nancy Diaz Phone: (305) 377-6097 -5- APPENDIX ONE LOCATION MAP/SITE PLAN Property Information Map Property Information Map • ' A • ao, 0E01014 BLV0 Aerial Photography - 2012 My Homo Mlarni-Dade County, Florida asTfl ST JN, 0 t;g 35111 TER '• This map was created on 7/30/2013 4:68:42 PM for reference purposes only. Web SRO 0 2002 Mlarnl-Dado County, All rights reserved. 147 ft Summary Details: Folio No.: Property: Malting Address: Property Information: Primary Zone: CLUC: Beds/Balhs: Floors: Ltvinjj Units: Adi So F Lot Size: Year Legal Description: 6410 BUENA VISTA YARD EAST 0000 REFERENCE ONLY 0 .0 THREE MIDTOWN MIAMI CONDO MIDTOWN MIAMI EAST P0101-77 T-21741 TR G AS DESC IN DECL OR 28204-3769 LOT SIZE 4072 SQ FT httnI/slisims2.miarniclade.Qov/mvItorne/nrintmatlasn?manurl—httn://gisimsliniarnidade.ao... 7/30/2013 N. 34th, STREET MIDTOWN 3 SITE PLAN lxlti une watt rage t or 2 13049 RELATED - MIDTOWN GC Ticket : 212300237 Rev:000 Taken: 07/31/13 07:14ET State: FL Cnty: DADE GeoPlace: MIAMI CallerPlace: MIAMI Subdivision: Address : Street : NE 34TH ST Cross 1 : NE 1 AVE NE Within 1/4 mile: Y Locat: ALONG BOTH SIDES OF RIGHT-OF-WAY ON NE 34 STREET BETWEEN NE 1 AVENUE AND NE 2 AVENUE, BOUNDED TO THE NORTH BY NE 36 STREET. Remarks : IN RESPONSE TO RECEIPT OF A DESIGN TICKET, SSOCOF PROVIDES THE ORIGINATOR OF THE DESIGN TICKET WITH A LIST OF SSOCOF MEMBERS IN THE VICINITY OF THE DESIGN PROJECT. SSOCOF DOES NOT NOTIFY SSOCOF MEMBERS OF THE RECEIPT BY SSOCOF OF A DESIGN TICKET. IT IS THE SOLE RESPONSIBILITY OF THE DESIGN ENGINEER TO CONTACT SSOCOF MEMBERS TO REQUEST INFORMATION ABOUT THE LOCATION OF SSOCOF MEMBERS' UNDERGROUND FACILITIES. SUBMISSION OF A DESIGN TICKET WILL NOT SATISFY THE REQUIREMENT OF CHAPTER 556, FLORIDA STATUTES, TO NOTIFY SSOCOF OF AN INTENT TO EXCAVATE OR DEMOLISH. THAT INTENT MUST BE MADE KNOWN SPECIFICALLY TO SSOCOF IN THE MANNER REQUIRED BY LAW. IN AN EFFORT TO SAVE TIME ON FUTURE CALLS, SAVE YOUR DESIGN TICKET NUMBER IF YOU INTEND TO BEGIN EXCAVATION WITHIN 90 DAYS OF YOUR DESIGN REQUEST. THE DESIGN TICKET CAN BE REFERENCED , AND THE INFORMATION ON IT CAN BE USED TO SAVE TIME WHEN YOU CALL IN THE EXCAVATION REQUEST. LOOKUP BY MANUAL *** *** Grids : 2548B8011B 2548B8011C 2548C8011B 2548C8011C Work date: 07/31/13 Time: 07:23ET firs note: 000 Category: 6 Duration: UNKNOWN Due Date : 08/02/13 Time: 23:59ET Exp Date : 08/30/13 Tinte: 23:59ET Work type: DESIGN Boring: U White -lined: U Ug/Oh/Both: U Machinery: N Depth: UNKNOW Permits: U N/A Done for : DESIGN Company : Co addr Co addr2: City Caller . BestTime: Fax Email . CONSULTING ENGINEERING & SCIENCE, INC. Type: CONT 10700 N KENDALL DR SUITE 400 MIAMI State: FL Zip: 33176 BEN PREWITT Phone: 305-378-5555 ANYTIME 305-279-4553 BPREWITT@CESMIAMI . COM Submitted: 07/31/13 07:14ET Oper: BEN Chan: WEB Mbrs : ATTF01 CC1280 DCPWT FDOTO6 FPLDAD FPLFOD HC1660 HT1010 L3C900 LS1104 Mbrs : MCIU01 MDWS PGSND QST885 SBF23 USSP01 Service Area Code ATTF01 Service Area Name AT T Contact NANCY SPENCE* Phone Numbers Day: (770) 918 - 5424 Utility Type COMM/F.O. CC1280 COMCAST CABLE LEONARD MAXWELL- NEWBOLD Day: (954) 447 - 8405 Alt: (954) 444 - 5113 CATV & FIBER DCPWT DADE COUNTY GEORGE BROWN TRAFFIC/S IR http://ww-w.online811.com1/IRTHOneCall/Centers/PrinterFriendlyConfkmation.aspx 7/31/2013 1.J.N. A. A I. JAI' .1. Ct6c .4 VI 4 PUBLIC WORKS AND TRAFFIC Day: (305) 592 - 3470 ?c235 LIGHTS FDOTO6 FLORIDA THOMAS MILLER Day: (305) 470 - 5757 DEPARTMENT OF Alt: (305) 206 - 2600 TRANSPORTATION 6 ITS FPLDAD FPLFOD HC1660 L3C900 MCIUO 1 MDWS PGSND FLORIDA POWER & LIGHT--DADE FPL FIBERNET LLC HOTWIRE COMMUNICATIONS LEVEL 3 COMMUNICATIONS MCI IVITAMI-DADE WATER & SEWER IECO PEOPLES GAS SOUTH FLORIDA TRACY S I ERN DANNY HASKETT** MARTY MOHR JUDY HENRY ANYONE INVESTIGATIONS SERGIO GARCIA. YVONNE GOLDMAN Day: (800) 868 - 9554 Day: (305) 552 - 2931 Alt: (786) 246 - 7827 Day: (954) 628 - 7021 Alt: (954) 665 - 4553 Day: (720) 888 - 2061 Day: (972) 729 - 6016 Day: (786) 268 - 5320 Day: (954) 453 - 0824 FIBER OPTIC ELECTRIC FIBER FIBER, TELEPHONE, CATV, COAX FIBER OPTIC COMMUNICATIONS / FIBER OPTIC WATER AND SEWER GAS QST885 CENTURYLINK (FORMERLY QWEST COMMUNICATIONS) GEORGE MCELVAIN Day: (303) 992 - 9931 FIBER OPTIC SBF23 LISSPO1 AT&T/ DISTRIBUTION SPRINT NEX I EL S I EVE MASSIE MARK_ CALDWELL Day: (305) 222 - 8745 Day: (407) 422 - 6670 Alt: (321) 287 - 9942 TELEPHONE FIBER OPTIC http ://www.online 8 1 LcomPIRTITOne Call/Centers/PrinterFriendlyeonfirmationaspx • 7/31/2013 APPENDIX THREE WATER & SEWER ATLASES 12137 2 tri 7306 NE 36 ST \ NE 34 ST 12137 12137 12137 a 12137 A 12137 MIDTOWN 3 WASD WATER ATLAS 0+- I 2' ID 414624-1-56-01 EJC 09/22/08 *N\ 7817 NE32 AV 12" 4' 111 C‘i CO • 6' *id CIE6.11 =PK 2627 1 16' IFPOP OVER • 16" MIDTOWN 3 WASD SEWER ATLAS APPENDIX FOUR DERM SEWAGE PUMP STATION NAPOT Rich Bochnovich) P.E. From: Sent; Areas, Rosa (RER) [areasr©miamidade,govl Monday, August 05, 2013 4:57 PM Estimated Available Capacity & Reserve Flow Report Pump Station Number: Proposed Flow: 30 v —0002 70000 MOOT Eatimatea Program Ver 2.0 this is not an soficial document. Printed: a/5/20I3 4:5555 PM Propoaed Number of gallons igpd): 70000 Moratorium Available Proposed Avail. -Prop. Capacity Statua: Flow: Flow: Flow: Status: 30 0002 OK 6871466 70000 6801465 Available 30 CD ........................... • • . Submit Close APPENDIX FIVE FEMA/FIRM MAP rH sT HST LI ST ST ST IN 28TH ST ZONE X City of Miami 120650 NE 26TH ST NE 28TH ST NE 27TH ST 1 AC2207 NE 30TH ST NE 28TH ST JUVI al! ( 1V(.Jt711$Ju1 Cdti'., 1 I VVIUi (I “t. 1 [AM "WV'VVGV. NE 361' r- NE: MAP SCALE 1" = 500' 50 0 500 1000 FEET METER p �� lA tr �l PANEL 0312L iiii l FIRM „PP ✓0 FLOOD INSURANCE RATE MAP MIAMI-DADE COUNTY, Ind FLORIDA till AND INCORPORATED AREAS • p• • PANEL 312 OF 1031 j' (SFEMAPINDEX FOR FIRM PANEL LAYOUT) 7y� CONTAINS: COMMUNITY tiumaei P6"J= w9r04 Mal ] a 67AS@,CnYfh 120550 0312 L Mike Mil d1111 thloo to tiro: The reap Number shorn beam shard ba vuv used when psting :rep near: the Community Minim Hill shorn show rdtutd housed mirasaerkw app3calons trlta al sutfect ooamtrity. 800%, MAP NUMBER It x % 12086C0312L i r,, D s MAP REVISED umi fif SEPTEMBER 11, 2009 1i" Federal Emergency 'Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F MIT On -tine. This map does not reflect changes or amendments Which may have been made subsequent to the date on the title Bock. For the latest product Information about National Flood Insurance Program flood maps check the FEfrtA Flood Map Store at wo.w.mso.fema.gov APPENDIX SIX BOUNDARY SURVEY Jraal �, .ma,war, MMen, „1,., pop wwm 00302 cm 0.14ON•or OD COO swww wee • rn0. row ▪ :waft row Stranr • Dur.mn..ww 0/0 we um Da pp N a 0 wwwwwr �.. r000t e Otio. faesuat Mt au}, 11.0 M• Pedkraz Air OPK,NON▪ NM _ ▪ MirruK. IsmW nU awww rwea;,NaaW 44 Y▪ wrownea 01 t HHRLIY RRi7FY! IA4 k is and1 NM afk mp..',.kl .d 0, .WY. .aka AM Mod... Amos zmM.p..A3la+.1110imw S.dvi&lu RRpp MASY44AOOffrd447.4.M PAAIwiAa kdwi.t044DYAmx.. Lard ffW/ 4444 adlaXNd 0*4* WTd*&3*4wY 5,w4m. N. Atd.vam5M.. M R.M lA 70fi 4.. u 011pK,V•r7. �.M Wrn 0144 0*m'wrl40Aprie g7=41100 11.4001. cSalmsl�s cSlia.&fn s d{ vaLolc+el7 .. 000 �..n.an02 toy R.hnww Wd 9rw1.• R t7%a x.GMfr.rM d:\755341\TPA: T ,: MIDTD.19d MAIAMI FAST \41W5\TPA'.T 1 MUF-YT 72)1141w15 LOCATION SKETCH A 7oAkR of Sod. 42-12-41 200 1Y4W' 2F2AIJTSC171292229. Pawl D-LN..asfhp.l7 $u cot dome Ie433 Gt*4 .mm..P G N. p* M.r.' . mwafd M fro! &rt ip4 .f 024 77 4 M. 84*4Am4 pl iPmf'ao/ gm41 m44* $tliYiXRS Ng, I 44 liter• .. WNenf4 ww:00: *Nrt41.. pwe Morn dawn 41 00021/0 of. non e44.1. 04.0 Adr. v.k.t go. (X*Y.AJ 421222 04.. 'Wm.' IW. 4. N.W,umWv.t egg. we 440ra00y Mn.4 a. .flm74 mrmrd. Is i*M..A.yrrnd Na.. 110 ooklaus d.M.•W4mm..e*0.4.,v M.pp.V 4tn a.we . nu.ni* rrr.rd w4,,* 4d HA.sb. M. prp.lyd.M brow 4aly .t14* ..... Soo ;Cp.-Roof h+mmw Ra4.IW 111102712. CmmwIM4 N. COX ho, Pp WC WO a rt. Mol Sp... V ZVI Roo AP Mm0 rm1.(b.. is M. Aryan v aMl. 44.44 ...Mh. A MO ..Yal, ay. rnmam.A ate.. 44.44.p 41_*.�..'.r Hh4M+e. ...I. OW. 404$M. dd.1., is N..A.nf tart aw e.pWt.4.. Rm d) 2,20,0.00,, V wtV 4Mr•.. . Dy g041DA 4 *4 20*1.4 M to. M.V PC hM. 44*4. .0001 M.dfy Isaptd v.ti. N.M. Monk. al my .l...Or on M•...n .0002 M.1* G04 Nm6)g...n,4sn*O,l...Rog ....f.en*Nud h 144Arilre et CIWMO.! of N.LW4nn OWCoon 4, 06 DyfbdaMmmi.WI:, dogtoo Wing ort0.i4WVhos.pa.mf Ai4NI Ar0MMAwa..q*Ml� pm4 h Mr .pirq* r...01 ppr)d meal Mort M ..wd 2R4904200 m:..d on #ol 3 IPA h aM Oho h.01-a304.d nonhe. Pq$ o%4 b0M4dd&m* 20.: 211.e4 01. 402 gnivs .Fmrdbej 0.0W0:MOm.wl✓Adok461.t hmw......*14 N4aa4. to AIpMM of L4* ..mM6. mad -.0.yr 4 0004 h OWA..*G P. 11II4 PM t1l4 (4e.1.f`MA M.Glhn.M.) NCR it Moo w.MaR.W fm 7 gdmmmtbtend rdad 10nNq ter Rahn te A A110001 wp 4mmekd r Net R .heart Mao omw.A. fart*. .a:pt.n 17.n 0% 0,00mt4 ..w*M4 .d r..aka4...&hdP NM D.1..0. MA.ak.M ...4 0.:44. •••.A tS 1004 n 6+h014e.4 0. BM .t ,*M *104 (ZW, .l* dod.t h raM.J 14.n7)AR.malMMood sn314..411eM Maw N002-100. &PO and MONO. adpm.t he., 410 p..1.d 44 704 h Oa. a.... R.M 7rir4 Pw. OIb1. (.0 h Oh A4mb4 P'`.1. l 00. a) at, 1M*.it rA.Mtrod. 0 0i and Onl.R,Al.hhtaaIgw..pa. N. AWMk0ID11k 4MO 4402 nw.*4.p 102.22MMmM.mwW h RM@mt 204 et/We 22. fee 441d A.V) •, .."_. r (Wr 21 ApMN tnwwa 11m Afq 4 0**44 tasMwaklM..f.ih4M4NW..IM MR.... grmwh h 11.0 MSk7y./ ' R . r . v f1 ` • ' A&.wWM dA1i41AM h ON. A..Prot }1114 M lm fML or vnmM a.P. Mhpor00 '(P�. ,p byp�. �s .... 1344* 0WIils,0.3,) uv MA.pYM P. non. M AktX A.rnk Mrh Mg fwn 1p/L _ y , ba0 r•r 0 r~�e t� (dAah Pk D4dM h n.W.J LC11,10YGi10 Lt.: urn gem 147 hf.D..My 4NtK (0.7I9 hv4'{{ P, saes) Amt+lte••nMG.dt..no.0. hyemw1T1* is 0e000fPmeld 4mmlrwd oar. h tol001as.110a. Dot N.E.34th. STREET tmxiv ta4 ttin Dw14 J. lnrf,.mm4*ay NM Mn.alMlt+.PP.. a.imw R.w 4,l Oenf pas. ucmd AO. - b4%4A J \ J&1J Mmwy&da..l Nn4ka rod d fwm7 L Awe h ow A..4 R.Y...IN. Ae4( .rw\� t ra..7'MtC/r2P Rr 2RD 21P• Am 171 N f*7,44W. '`riY ha \ 1 PG s3H! Ifm1.1444 . Wena..wwb.enAW..n.O0N.a.+...m.4 ..s.iar44 A3,754.0.m./m _�- 1 j' `' ) Mg4a3N.A laraNt4q+An.l, dmp@.dh74,4.Ain. .4n r.03,024R..4&d' Ji y 1 27n4 R.**4.•d mwmnrcdmart e.ek0....ertldlr NxctfA.An.o R.s.lw4 fen. I04%C10 ) � !S II U�r "^-0 Cn.4v RnWaOmr71404 Pw•1W4..+.r d. Maw mm44 (crt«o- A. alm+nr MnW.N _ 17�+ i R]F4..IdA.a.wpp.r MNrm*-4441..NiN.rmp.d a.M Wf A..rNlbur N4M.dM.i. hm 1 Tract F° ni W. 0 .v..0.1 .0, f IR 14),..u.a.fr. Matelan.0 A.AN..SA.1..0m P.m' m w.4M.d oeo fa pnw.d a co..t (16777) F`! Wy'""rl.+u4a,.,w.., �GmMe..mrarms,Mausr'O1m.M..�na..fxcGDA..o.pro,.,eu.,.dJ rf ( / jR 7 . i 1 1 ! 1 Tract 8' ( let-78 ) GRAPHIC SCALS a sA a4 ao u run W AIM 1 1:2011- oG v'{ CRUX' 4a p MI Irvwbmnll fLC rJOON. :4MM4 4Y4n.N.a N wwwww 04 u.H* Hi4 h..mn. .4. 4.C.ymy 4v Anne, AA 1 CONSULTING ENGINEERING & SCIENCE, INC• Civil Engineers Coastal Engineers Environmental Scientists MIDTOWN 3 MAJOR USE SPECIAL PERMIT ENVIRONMENTAL IMPACT ANALYSIS STATEMENT Prepared for: PRH Investments, LLC Prepared by: Consulting Engineering and Science, Inc. SEPTEMBER 20, 2013 10700 N. Kendall Drive, Suite 400 • Miami, Florida 33176 • Phone: (305)378-5555 Fax: (305) 279-4553 TABLE OF CONTENTS SECTION TITLE PAGE 1 INTRODUCTION 1 2 DISCUSSION 1 A ECONOMIC IMPACT 1 B TRAFFIC 2 C ENVIRONMENT 2 D STORMWATER/SANITARY SEWER DISPOSAL 3 E HEAT ISLAND EFFECT 3 F LIGHTING 3 G LEED CERTIFICATION 4 H RECYCLING 4 3 CONCLUSION 4 SECTION 1 - INTRODUCTION The project is located in the northeast quadrant of the intersection of N.E. 34th Street and N.E. 1st Avenue (Midtown Boulevard), bounded on the east by East Coast Avenue and the Florida East Coast Railway and on the north by existing high-rise residential in the City of Miami. The site contains 66,972 square feet, or 1.54 acres, and is currently vacant. The proposed project build -out will be as follows: Apartments/Condominiums: Hotel Rooms: Retail: Office: 400 units 80 units 20,548 sf 4,165 sf This Environmental Impact Analysis Statement (EIAS) considers the environmental and social issues regarding development as they relate to the local economy, public services, environmental and housing supply within the immediate neighborhood of the project. Documents reviewed during the preparation of the statement included the MUSP application submitted by PRH Investments, LLC, the architectural and landscape drawings prepared by Arquitectonica, the Site Survey prepared by Schwebke-Shiskin & Associates, Inc., the Traffic Study prepared by David Plummer & Associates, the Site Utility Study prepared by Consulting Engineering & Science, Inc. and the Report of Economic Impact prepared by Sharpton, Brunson & Company, P.A. SECTION 2 - DISCUSSION A. Economic Impact The Report of Economic Impact finds that the project should bring significant economic benefits to the City of Miami. There will job creation during both the development and operational phases of the project; with an increase in wages in excess of $18.6 million during development and over $9.4 million thereafter. In addition, the annual tax revenue expected to be created is about $3.5 million. Finally, the total economic impact of this project to the City will exceed $271.8 million during development and over $36.6 million thereafter. B. Traffic The project's relationship to vehicular traffic, pedestrian movements and transportation access are discussed in the traffic study and drawings referenced above. The traffic study finds that their analysis of future (2015) traffic conditions with the project during the PM peak period results in none of the City of Miami's adopted Level of Service standards being exceeded. The project location lends itself to integration with existing public transit operation. The site is in close proximity to bus routes and basic services. With links to public transportation and basic services, there is potential to promote community conductivity and reduce single occupant vehicular trips. While not currently identified in the drawings, it is anticipated that a bicycle storage area for residents and bike racks for visitors will be provided. Along with these facilities, ensuring that office tenants have access to showers and changing facilities, providing thoughtful roadway/bike lanes, planning pedestrian oriented hardscape and providing preferred parking for carpool vehicles have all been found to be effective means to reduce traffic volumes. Considering such approaches to reduce traffic volumes and single occupant vehicle use serve to demonstrate positive social, environmental and community integration by providing direct, safe connections to business centers, open space, local destinations, housing and community assets. C. Environment Encouraging bicycle riding, carpooling and use of public transportation will reduce automobile dependence and reduce the energy demand for transportation, reduce carbon emissions and increase the service life of existing vehicular infrastructure. The project site was previously developed; and as such, no existing trees will be disturbed by construction of this project. Preliminary landscape plans indicate the preservation of existing street trees and the addition of new street trees. Expansion of existing ground level hardscape to provide wider, more friendly open spaces is proposed. The amenity deck, located on Level 7, will provide a lush mixture of native trees, including the Autograph Tree (Clusia rosea), Pigeon Plum (Coccoloba diversifolia), Seagrape (Coccoloba uvifera), Twinberry (Mycianthes fragrans) and Montgomery Palm (Veitchia montgomeryana), and of native shrubs, including the CocoPlum (Chrysobalanus icaco), Horizontal Cocoplum (Chrysobalanus icaco "Horizontalis") and Saw Palmetto (Serenoa repens). Vegetative open space and pedestrian oriented hardscape can be used to integrate a project into the community/local environment and encourage pedestrian activities. -2- D. Stormwater/Sanitary Sewage Disposal Stormwater will be managed using drainage inlets connecting to drainage wells to accommodate the flows generated by the applicable design storms in accordance with local codes and standards. Emphasis will be placed on pre-treatment of runoff to meet water quality standards. During construction, contractors will adhere to a Stormwater Pollution Prevention Plan, prepared for the project and approved by the City of Miami, to reduce pollution from construction activities by controlling soil erosion, sedimentation and airborne dust in accordance with NPDES and U.S. Green Building Council requirements. Sewer service to the project area is provided by the Miami -Dade Water & sewer Department, which has existing gravity sewer mains in the adjacent streets adequately sized to accept the flow from this project. In order to mitigate the volume of waste generated by this project and handled by the municipal sewer system, consideration should be given to incorporating waterless urinal, low flow toilets and low flow showers and sinks into the project. E. Heat Island Effect Heat Island Effect occurs when warmer temperatures are experienced in urban landscapes compared to adjacent rural areas as a result of solar energy retention on constructed surfaces. Principal surfaces that contribute to Heat Island Effect include streets, roof tops and parking lots. The interior parking associated with this project allows for a smaller building footprint and will reduce the urban Heat Island Effect for a project of this size. Ground level surfaces are to be concrete; and, the amenity level (a lower roof) will be concrete, paver or tile and heavily landscaped. Consideration of Heat Island Effect will be considered in selecting the material for the upper roof surface. F. Lighting Reducing light pollution by limiting light trespass and up -lighting can improve the environment and provide greater access to the night sky. Light pollution reduction can be accomplished through strategic placement of permanent lighting to minimize interior light escape, minimizing up -lighting and specifying lower power densities; all with the intent to minimize the escape of lighting beyond the site boundaries and into the night sky. While the project's lighting plan is not yet available, interior and exterior light pollution reduction should be encouraged. -3- G. LEED Certification It is understood that the project will be pursuing LEED certification from the U.S. Green Building Council. In pursuing this, energy modeling software should be used to compare proposed roofing materials, glazing characteristics, insulation values and energy systems to determine the most efficient and cost effective means for cooling and lighting the interior of the building. The design team will need to consider high efficiency HVAC equipment, glazing with low solar heat gain characteristics and innovative lighting strategies to meet the minimum energy performance required by the LEED program. H. Recycling Providing recycling in commercial projects is a Code requirement in Miami -Dade County; and, is a requirement of the U.S. Green Building Council's LEED rating system. While a dedicated recycling area is not shown on the preliminary drawings, such an area will be required. Throughout the demolition and construction phases of the project, attention needs to be given to recycling a significant portion of the demolition and construction debris. SECTION 3 - CONCLUSION Based upon this review of the project, it is our professional opinion that the proposed project development is appropriate and will have a favorable impact on the economy, , public services, environment and housing supply with the immediate neighborhood. During the design process, consideration needs to be given to establishing vegetative open space, water efficiency and energy efficiency; utilizing environmentally appropriate materials; and, achieving high levels of indoor environmental quality and comfort. In this way, the impact of development will be ecologically balanced with the surrounding environment. Respectful-ly..submitted, CON TING ENC�.IN EKING & SCIENCE, INC. 1400/ Richard B. oc4hnpvich, P.E. Senior4 Vice President -4- HYDE MIDTOWN MUSP APPLICATION SET OCTOBER 30, 2013 DRAWING LIST A0.00 COVER SHEET A0.01 PROJECT DATA S0.01 SURVEY A0.02 SITE PLAN A0.03 SETBACKS PLAN A0.04 AERIAL VIEW A0.05 CONTEXT PHOTOS A0.06 FLOOR AREA DIAGRAMS A1.01 LEVEL 1 FLOOR PLAN A1.02 LEVEL 2 FLOOR PLAN A1.03 LEVEL 3 FLOOR PLAN A1.04 LEVEL 4 FLOOR PLAN A1.05 LEVEL 5 FLOOR PLAN A1.06 LEVEL 6 FLOOR PLAN A1.07 LEVEL 7 FLOOR PLAN -AMENITIES A1.08 LEVELS 8 TO 30 FLOOR PLANS A1.09 LEVEL 31 FLOOR PLAN A1.10 LEVEL 32 FLOOR PLAN A1.11 LEVEL 33 ROOF PLAN A3.01 NORTH ELEVATION A3.02 WEST ELEVATION A3.03 SOUTH ELEVATION A3.04 EAST ELEVATION A3.05 ENLARGED ELEVATIONS A3.06 ENLARGED ELEVATIONS A3.07 ENLARGED ELEVATIONS A4.01 SCHEMATIC SECTION A4.02 LONGITUDINAL SECTION A A4.03 CROSS SECTION B A5.01 RENDERING - NE 34TH ST & EAST COAST AVE A5.02 RENDERING - NE 1ST AVE & NE 34TH ST LO-00 NOTES AND CALCULATIONS L1-01 TREE SURVEY AND DISPOSITION PLAN L1-02 GROUND FLOOR LANDSCAPE PLAN L1-03 AMENITY DECK LANDSCAPE PLAN L5-01 PLANTING DETAILS ZONING GENERAL INFORMATION THREE MIDTOWN IS LOCATEnON "INACTG' OF BUENA VISTA YARD EAST(2ONIN Q27.1). BUENAPHASED G PRO( ELT.(THE PLANNING AND ZONING DEPARTMENT OF MIAMI ON APRIL4 2001. THE REDIIIRED RESTRICTIVE COVENANT IN UEU OF MITI/ OF TOLE HAS BEEN APPROVED BY THE CITY OF MIAMI, IX ECUTED, AND FI LED AT THE COURT OF MA NI- DADECOLTLONON IDLY 242000. PURSUANTTOTHE PHASED PROJECT DESIGNATION, ALLOWABLE NUMBER OF UNITS (MAX DEYSIVD, AND ALLOWABUSQUARE FOOTAGE (MAX. F.A.R. &AREA) SHALL BE DETERMINED ON A TOTAL PROJECT BASIS, AS ILLUSTRATED IN THE DENSITY BOUNDARY AND F.AR.BOUNDARY DIAGRAMS INCLUDED ON THIS SHEET.DENSITY AND EAR. TRACKING TABWS SHALL BE PROVIDED FOR EACH PHASE. MIDTOWN MIAMI EAST DENSITY TRACKING TABLE DECIARATION OF COVENANT IN LIEU ORS 22610/PG1102 OVERALL DENSER PERMITTED 4012 Irs(2n0BACRES) OVERALL FAR PERMITTED MIXED (3.0) OVERALL BONUS FAR mED Ins) OVERALL FAR (PERmITTED&BONUS) 4662414Sr MIDTOWN MIAMI EAST OPEN SPACE TRACKING TABLE SO.FT. ACRES 124,520 265 12,452S0FT. PROVIDEDON-STYE 16,107 SD Fr. (12906) PROVIDED RGIPHARCEL3)�.1�3 USE BY 4ASon54 FP FB MAOEF-SITE OPEN SPACE 12.707 s4 Fr. AVAILABLE OFF -SITE OPEN SPACE 49,56054. Ff. "AS PER 627115.3 ONE NI ACRE OF WEN SPACETO BE PROVIDED WITHIN THE BLOIX BOUNDED BY THE NE 35TH STREET, MIDTOWN BOULEVARD, NE MTH STREET, AND BUENA VISTA AVENUE. SITE DATA SUMMARY ZONING CLASSIFICATION FEMA 20NE SD-22 MIDTOWN MIAMI EAST5.611 LDISTRICT ZONE-X NET LOT AREA GROSSLOTAREA S,9155F=+/-L54 ACRES 980315F FLOOR AREA RATIO (FAR.) MAXIMUM ALLOWABLE FAO SF 172 SINGIEBLRVNNGUSE 3.00 MIXED -USE BUILDING USE HEIGHT RESTRICTIONS 300 AND 2BST0RIF5(1696 INCREASE ALLOWED) MAX. HEIGHT.' PARKING STRUCTURE DENSITY (ION INCREASE ALLOWED) 150 UN ITS PER N ETACRE =.1 UNITS ALLOCATED 209 PUPSGANTT° COVENANTIN LIEU MO PROVIDED OPEN SPACE AND FRONTAGE ANALYSIS BUILT TRACTS PROJECT PUTTED TRACT DENSITY USED FAR PERMITTED USED FAR BONUS USED MMmWM2 TRACFN H2 435,1565E 61,61161E TOTAR . 103,6655F PEAMTTED: 356 PERMITTED: 373,560 SF GROSS LOT AREA: 124,5205F AuNATED BY COVENANT IN UEU: 0 ALLOCATED BYCOVENANT IN LIEU 0 ' Pursuant m ClamTRACT1v5 514,492SF 71,335ST NET LOT AREA: 123,4905E PERMITTED: 425 PERMITTED: 370,470 SF MIDTOWN GROSS LOT AREA:143,1105F ALLOCATED BTCOVENANT IN LIEU' 0 ALLOCATED BY COVENANT IN UEU: 72,M1SF 0�xsRx • m0 110.391 PROPOSED SITE PLAN TRACT° CFO• 900.0003F. 57,IOOSF NET LOT AREA: 66,97S SF PERMITTED 231 PERMITTED: 294,093 SF PERMITTED: 49,015.5SF GRDSSLOT AREA. 93031 SF ALLOCATED BY COVENANT IN UEU: 209 ALLOCATED SY COVENANT IN LIEU I2AIOISF ALLOCATED BYCOVENAITIN LIEU: 8,089.55F 4400 Residential Condo and30 Lodgin5Un1t+/Holel ' 440,0033F for Condominlum and 44000SLmr14oS4l ARQUITECTONICA HYDE MIDTOWN ZONING ANALYSIS MQUIRED PROVIDED S5EBAKOG(5E6. 627.1.7) NE I5TAVFNUE(MIOTOWN BOULEVARD) (WEST) O-0"GROUND FLOOR SETBACK 2.04 TOWER SETBACK (ABOVE 12(I ELEVATION) 0'-0" 20-0' EASTCOASTAVENUE(FAST) "GROUND FLOOR SETBACK 15PODIUM SETBACK (ABOVE 75' ELEVATION) 15'-4' NE34M STREET (E.MIDTOWN BLVDXSOM) O0"GROUND FLOOR SETBACK 15'-0" ABOVE TV ELEVATION 0.7 BUILDING FOOTPRINT 'sc. 627.1.8) GROUND 58,823 SF ABOVE 120 IN ELEVATION EA 4096 MAXIMUM OFNETLOT AREA 66,9755F X 1Q41=26.790 SF I2,149.SF OPEN SPACE IEQUmNMENT(SEC. 522.1.151 N% OF GROSS LOT AREA 98,9315F X(0.10)=9,031SF 7,0525E OPEN SPACE AREA 2.1005F(12 PALM TREES.175 SF EACH) 9,1625E TOTAL OPEN SPACE PROVIDED BUIUX. F.A.R. AREA SUMMARY (SEC. 627.16) o-n s.v GROSS LOT AREA X3 98,031 SF X 3= 294, 043 SF 603 522,,103 BONUS ALLOWED Oa. ALIOCATFD6v Covenant in lieu 639,2915E RESIDENTIAL 3R 5E5 SF HOTEL 482030 SF TOTAL ALLOWED 677,956 SF TOTAL BDNUS(45) 57,100SF S7,1005F STATISTICS BUILDING(SC.627.17) NUMBER OF FLOORS ALLOWABLE: 3000' (ION I NCREASE ALLO W EO) 330-0' 315TORIES PANON6 GARAGE SUMMARY ISM 627.11 6) RESIDENTIAL 1PER DWEUNG UNIT 4m UNITS X 1.05PAC6 4555PACE5 ROhL HOTEL UNITS BOROOMS%1PER 3=37 SPACES 2/SPACES COMMERCIAL RETAIL 21,74SSFX1/500=44SPACES 44 SPACES TOTAL PARKING S ESREQUIRED SIGSPACES PROVIDED LOADING SUMMARY (SEC 527.1171 R60ENTA1 FOREVERY IRO TS: UNI (113ERTH lY X. LI 1S' VI BERTH. N SS' X 15' NON-RESIDENTIAL 25,0915F, NO BERTH IN SD-27 SECTION 7 COMPLIANCE F.AR AREA COMPONENTS (W/OUT 622.1.6.23 CPCIUSIONI COMMERCIAL CAVE WORKAREA (FORCOAMUANCE WITHSO.2T1EC7) NET CORRIDORS& LOBBIES TOTAL NFL CORRIDORS &LDO Ifs TOTAL FM AL A �,150 EIF 11,415 27,670 0 NON FAx DYVY40Rx(commma1comm.() STANDALONE COMMERCIAL l+l 0 21,745 0 21,745 0 TOTU1e5fER002716!106077135( NAM ALONG. KB. BK+FF S38,860 A+D.H.L+BNC+ELF 49,415 OHOML 0 EF 49A15 0H1+1,1:AT m LNMWOMFAR MPPEMMTNIEOFTOTALFA.R 01.,1OI0Ns.14.161E.ox0N1 RDIDw TUFARLOvpumv.s.us E0,310 11.1496 150222W (ACRES FAR.) COMIAIERCIAL 8 LNEIWOM FM ASP PERCMTP3EOF TOTAL FAIL REFIOMnA LF ....FM 60710 116696 9193% RESFA.R./TOTAL F.A.R.) INTCOMMILINI.11 DINAR.. AS A PERCENTAGE OF TOTAL NET BUILDNOAFrA NET USIDIMM1 ASAP or 6U1LMNOPRFP tx1+1+1.48,895 1nn296 8&83%BraENTAGE of N UD 484186 PROJECT DATA BUILDING STATISTICS & GENERAL INFORMATION UNIT COUNT UNITIVPE AOF MAWS BOF UNITS NEW STUDIO 21 BDRM 154 BDRM 200 3 BOR. ss HOTEL TOTAL 40 440 PARKING COUNT LOCATION SINGLE PARKING SPACES DOABLE ACCESSIBLE TOTAL LEVELS LEVELS 92 LEVEL 4 LEVELS 77 77 26 104 LEVELS TOTAL 465 0 40 DESIGN CRITERIA AND APPLICABLE CODES M4ELL USE BUILDING OCCUPANCY CUSS) FICATONS: CONSTRUCTION TYPE ALLOWABLE HEIGHT: ALLOWABLE MAX. AREA: RNF6C311.2), m(FBC 310), RIFBC3os.1.2), S(SP20ALSTORAGE FBC411) TYPE 1 ED(FBC BON N011M1(FB<TA0V 3001 NO LIMIT(FBC TABLE 503) BUILDING PLANS PREPARED IN ACCORDANCE WITH TIE FLORIDA BUILDING CODE 2010, N WA /02002, & FLORIDA FIW PREVENTION CODE 2010. CUSS PERMIT20315, AUGUST; 2004. LOT AREA ANALYSIS OREEN SPACEIwwTERN o 0 0 0 0 SCALE: N.T.S. DATE: Oct. 30, 2013 ABOVE 75. rO A BY AO.U' No copies, transmission, reproduction Or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express 3vdtten permission of AROUITECTONICA IflII04 Tonal. Al designs indicated in IIXse drawings are 100 property of AROU77ECTONICA International and are subject 1011,11 ati0n by all local and govemmMRa1 authorities having jurisdiction. All copyrights reserved (c) 2013. f®®mo¶ee®0e6 AE.I roam ALUMINUM LAM POST LISHI. rs«9 a2a (17•1.) ALI.. ti.POST nm.o aunanum Log POSr19 ANC%22Y WIRE 06019 2162.611 PRO.. ASS.. 0.89 CHECK ASSEMBLY cam,' preabw) COLUMN P.. o-® ECONCRETE POLE • QM. SOX bE > AMES Far oarvm) PONSPOLE MEOW RV. MO MANHOLE FOR. MEV VALVE P.SWPS`PwiLc�mPOLE t"MEM m WECAHON MAN HOLE IRRISMION NAIVE OnVE • PAS W. a PANNING NEVER dzaz PESESIWAIN CROSS. SO. NB yP.P.O LINE Nr awa S. par re P STREETL. H. HOLE SWALE MET nanEont box ( a#0*7 aftt) N110. NH. ( BEd) HANS HOLE 11791718 BOX NAME SONO POST NINO HOLE WA. MANHOLE WARE VALVE 04700 LC. POLE 09700 POWER POLE 1/10.5 PAWNS go5]ROLM PAM. 6 ABRACVIAALONS: Om. ARC WOKE denales MG. D.A. PCP Parmar con. PUNT Mal Mena. PER.. Arra,. MOONS PS Oazies 'car OWN POS denotes PO. LW BMWS. PC denotes POINI CUROVU. (o) • 0cmerw5M Cr (L) emwm BY I£.L stscwamw N) o.lea 0FNw0 OR punro 024000F COMMIKAPON =M=eNIeARi.0, wanw GRAPHIC SCALE 120 (N FEET) 1 NCH 30 FT sew 0. /--* / /W Cal LOCATION SKETCH A Portion of Section 25-53-41 Scalp IEGAL OEs0RIP1164' Par, e-uwwn J BAwe+r Pw1 7 tl Saemdn4 0 m4 plot haw ®,emee b me gam l91, d rage n or S)RWEER " N01ES sham. 'date 0w Nom)ofhap tvInzoma sm•mdh A.a amn mesum�e Oman. ws a. to ttwhem,» Was v. or no ooltaunaf na.roZ Ike Bn me BeeAmen As kna noelIsea wens leap 1.600e. red; face Ass Yp-naa mnamm Bo, wag rz'cpSIA anmmey Na Iza54 rasa es onz, SAE L. map properly X,tev r� ZOOS they, f 4m25re mamalar tld ma IMe runeldo 8Ed ea Nee, wee Poy z2 XIItJmIIm Pm. sal me emnt dgdM sea nmxn Aar rdro!rw ram va wt®ne them U No Bar g byI.,7.59. Flora Sams a Pm almy mxma, wage a Am auewr Ae uyde sees McNo sem, by eny.erv, sewer a. gas,. aP✓.9 me wvN teen ttm) r52mMmemd Eve-am?,Oiay4d in �ltat 'oS reeae rr4 me4 47 aal60xegerfnd.ernent wgmnt w�uoam'gwue a Abel "Ycemwmmasset t Neon Assessment eaaa A Inn ogegde motet NA.y, moot Breto t aeon AMON mess son Mk n Oran am Na w-aaR my a raw, on aa. b mdv 4mnn wd zzu. rono aarpnal NM, met a mpoN , NSpecial Aammmn awe STN., ME 0018, dames Beer 226.16, ray ewe (danb NO% ewer n 1 NOE . easzt a Haab azia 9 End... a tam Pok, Me real, n Endememad ea No,. se Inat nee elartlemerma for Uv+xcepm. NBeamdM coma, row*, anAmery 001, AN. 2S zroM1 A mmdf 4A4 (dhele Oa dmMt ) Item EAp'anm and Mm. CeMmmmt raYnaa he raarde Nona 12 sew, area ran ormf 14 08 ate * �edaAly Item eJ cot .e roe Coen, H7meawe PM xetr<Itoss eroa+Avon No Rat ww9rowllpAw cssr; among, age Icon dew d �n6,(ag2tn6 i * _ mo�M d rage a 00Ilan. Nw,te re nay N %u m9tim wmrr�. m tr, i�tr aLoyrunr don 1p) wttbws Metes m Bo -I: 4 tweJ seem rrJ Emma/ M earl 0 endue tt tto [mom Mlwm 99 4( RWn ,) mve w«m tmm'wny raomf -- ten 12) Aem yy edelmI oMW Boma Bar NEM Pry+v49 (m pa' I(M fvm) ),em,mew aewash.9Lme�meaMeaMM .elo48,(0Mw�maten _ 2mw. Pam J,4, and mm.«.ato) MardoMigh evaded 0) Book AMR rage ION, hAOfreel kenos. Boor MPS Page JaR m nor ea sxmw suave (,sheds, Nenket in Bma;remora aler LE 2Wse as of 4mtxe naner nerve only are NAM. e.Mm4mruero dam ad sine to any tyy row wmety ore emeeamamm, NM plan Nam, by a mwm'a, NORM and me ant le Baaw=dos tweerehe.haaanneBennyNr24YA'FJdam Pe matwA*NNE lot Am.4e(wane, 2weeelw Hat Boar 151 at Page M. Benchmarks: FEE INVEIVIOR0 - ray9Mte e. 4 BM ewn of N.=Jun St. a Fast F4o4t Ave., RV eee and Awes waner a concrete .1,, stomped OBOE wwwe . 14.88E9' (N.G.) aRUFIF0 TO. L) PAN mantmmb, [LC a fkr4a Phan/ /9024r comp., rN5.wdeaswa mtl/w assigns PA. J Chicago FI q, �asr l SURVEYOR'S CEREFICARON- IA& h to certfR Mnt this mrn a plat and the y an eln. /t 10 Aar d rose mettle n ...nee with the 1011 *omen Stank. Oefa0 Requmrnnte Ar ALIA/A.0 Lend cone Svny; ,o0Ny eerodaned and adopted dig American Lae MP Ass:We n ass Nan. Society et pm.E+eamw Sureewa Pre held ins completed en September IL 2013 elm money ombsllea with the'mamam MOM. etadm2e adp0f by the Panda Stele Board of %ohmmd Parvenus e *opera as cntwrwe a Napier 0J-n, frorea eam2iehwtire sane parNmt to Ngoter 411021 non. statutes . 1 yec�e-�ii S c41.1ooktee1. . Park .Stem, ✓nesm, S r .Nee N.. lesLle of en Sun,- NaeJn Tract B° (161-78 ) AP m mks lane ay rm. ® of ee e e> Tract F° (161-77 ) Tract 'H' (161-77 ) RoggF� 1* N69,yOIGAa TREE. Colin.. ON NAME EAMES MA. NT — — GWEN — nffxo COMMON A.M.w PM. 3PLSil spmuwwrowalamna B4 EY. EL a �0 c OMMON DM. Mt — — CNPY.0 — COMMON — — — mar AIM mMwaep,5,09ae, nm ens. 6 10 2 SOLITAIRE PAM 81l2Ao4Rem elope, 0 5 42 SOUTANE PALM 'vecnoawnn+mgen•' mmmwgdmw• 6 4 0 SOL,MPEPAIM 's70hvspamre 260.24' 8 0 ROYAL PALM 8ovelor•elaa. ra4ana.peee n mrpnw meboon • 0 E1 ROYAL PALI4 Wester, wan• Vaermes vimeieq, 6 4 0 MAHOGANY .1612612mahapon0 0 22 20 NOWMPALIA leot.rdawwr 20 8 88 ROYALPALM aoewwewr GLAISO UMW as en..gamin wrmwme. "some wake o1 la ere aim. a 6 0 MAHOGANY Wale.moracae• D ROMP. maemmdawew• 8 4 1 88 ROYA I. PALM ReNtodoeNtee 0 GUN, LIMBO sera s.a.e. amegwd' 8 16 12 EOM. REM my2Mawete• e9 0017100,219/1 maymwanata• ram aMAHOGANY Velets, mwne9se• vas a vropodadw•• 20 2 GLOW LIMBO ENS, s.a.e. 6 8 9 MAHOGANY 1504502B• 0 20 18 ROYAL PALM vmeuamaw e e 0 •f9Nw4prmvawn' 0 18 59 LIVE OAN 99amsaew808. RGEONPLOA1 Wrens., * Plyobeywme4e one 0 6 NOVA PALM mamma erase PALM 70Naapemww6Lmm• 0 16 ROYAL PAN mymme elan pass 1,121m926mw6v6629• 6 16 1.14E OAK lEnNous msewam a * 'ro.Nmmttawamn myama'eelem• * •fgmwanaabam.. 8 18 16 ORAPEAMME •temrslroo .spedae• PIGEONPUNI as . ran M v>r,ww..e _ a saw•16 CA, EMYNTLE Eamvaaoorrio Mee m Prccaxntel coaa0aua,ermm1a A Ix eo w 0Ott1A1PEPAM wn4mpmmaWpmm a 44 1e m ROM PALM my020eaa202 44 94 g8 AJ-5057 Kwe:»hy.Acr a IAiaehnr PwB few.s*eAer a rotas ro A.malrw.7oN noee.a — „E IFEE_ (STATE L NE 34M STREET - �m� NE 35M TERRACE 34th STREET LOCATION SKETCH A Portion o1 Section 25-53-41 IFOAL OF5CR/P170N: Porch B - MMlom 3 Papal. I t 6 e1 MM. kW EASE according 4o the plat Moreal, as recorded h Plat Book Tel, at Page 11 of Me Purim Records of AllamrOv.e County, Fla�da. 9/RMFrWBh0174 1. This sketch represents an AL. T.A/ACS1f Land Tiue Snrey' z .re we no WAR encroachment. other than (hose whawn heron 3 Elm/ions when shown, relate to Notional Geodetic Vert. Datum (249.9) of I929 and ore express. n kel. 4 NaMe hdi1atos et utdilles are sham hereon, however, no attempt was made M locate uc0ground items S Na attempt was mode by this His to locate walla fence l I/kundotima 6 The delances sham dare the prcaafy few hereon on record and measured .less noted other.. 1. Me property enom Aram raga within Fe.erd Bend Axe '8 per Eked Insurance Rate Alp 12686C0312L, Gommumiy Na 120654 Pane' hh 0312, Suffix 4 map dated September 11, 2699 fl A0 those wagons, to which they area molter of sun., as contained in Mot Fria. title carmni(men1 order no 4262516 p pored by Chicago Mk Insurance Company effecthe dale Noy 20 2013 at II:00 pm., to the extent Mot Cm be platted, ere shown hereon. The k9orh9 kern ore confoned n Schedule B Section 0 therein: Nan 4) Any lien proM2. by Canty Ordhmnce or by CSpw I54 Florida Salutes b / of any city Ina, wgage or pal authority for unpaid service 0aees for s5WCe by my mho, serer or gas system suppl}si9 the insured k.. Nam 5) Corona., wsdflnns and nssesements cont.. in Mat Not. of Establishment of the Mown Mkml Commun. 0e,iTemot Ov0ie1 dot. era r 1 2004 and corded m Januarys 2004. n 0ffdal Records Bak 21964 al Page 4164, as affected by Thal Judgment madoth9 the .Morn Miami Community O5Wpmml Mabkl Speed Assessment Bonds el the aggregate amount princgd amount al cal to eemed 1114600000 entered on May 4 2004 h Ch0N Case No 94-03030, and recorded on May 2.4 2069 to Official Pecan. Book 2233L Page 4414 and as 9Nxted by Oedmdhn of Conseil ol3m'sdztian of Community Development Dish. and to Impost . of Special 80.899171anl. retarded Wanner 1, 20/4. n 016cb4 Records Book 22626, Page 1016 (oleos property Nordet h nuhae) NOTE In the event a R,90 Form 9 E0Gomemenf s issued sifh o Loan Poky Me Fonda ( 9 Eh✓9mrnml w9 be modified so that It W not olkrd coverage Mr Mb except.. Pon 6) Covenants amdtians and resbiclions cmf0Med h that Dedaalim el Restrictive Covenants recorded on January 23 2004 n Olfld. Records Book 21994 al Page 4304 (offeo7 site, 95erlket h minuet Item 7) Agr9mml la Water and Sanitary .wage P.M. between 9mmi-Dade Manly and Bb me Oevelopmml Partners LLC recorded Mach 12 2004, h 0Ilk9 Meads Book 22114 Page 0181. (al (has 04,, blanket in noise) Item 8) pty o1 Miami, Miami-Oa✓e Count. and Owner's- Nat Rnbbictians. appearing an the Plat of le9100 4.119 EAST, according to the Hat there. recorded h Plat Boo: 161, at Page 11 (as potle4 rt any) Nei 9) Covenants conditions, easements and restrl91980 set out in Mal Oedarotion W RnMctlre Co8mk in Lieu olIlntfy of Title recorded duly 25 2004, n Official Records Beak 22510, at Page 1102 m amended by Adam of Property to Declaration of Neshkfire Covenant, n Glen of Unity of Tied record. el OM. Recmds Book 21916, Page 1662. (ofecte site. blanket in nature) Rem 10) hfent. *y deleted Item 11) Eonmmis and reserve.. canton. in EdnMR 'B' to that Spec. Woman(. Be. recorded in OMdd Records Book 2085.1 Page 2869, oa amended by Mat Amendment to Easement between flmido East Coast Rnfwm; 11C and Mnlom Mkmi Canmm0y Development District recorded £ Y 2 2006 in O169m' Records Book 2420.0 Pope 3344. (ors potted hereon) Item 12) Intentionally delete. Item 13) Terms, pro0dons covenants, conditions, restri9tims mtesaments eosemen,6 aplams, 1900 oho oar matters established by the 9eoavum of Condom.. (Work). in Schedule A herein, and recorded h OMCM MOP. Book 28204, Page 315B and anmd1ent(a) thereto etch ere record. ion Oft. Records Book 28294 Page 1a19, at, n Official Reiss Book 28322 Pogo 3019, as maybe anther amend. (affects site, blanket in not ) A This sketch has ben prepared for the esdodve use or the anlibee named hereon only the cer(lfiatnn attached hereto d es not extend to my wummed pall. 14 My phkable buddn9 sefdd .es nffectmg Me sub,MCt PTpr(y are based on on approved shoe plan prepared by a pMlf.1 architect at, re not sham harem II. Beangs shoes hereon cable to an assumed bearing (141272VS) along the centerline of NE 1st Avenue (MMlom Boulevard) per Plat Boat/ 161 a. Page 77 I NEREBY CERTIFY. Mir R to crfi6, that 0/0 map or plat and Me survey on which It is based were made in op... i0M Me 2011 96Mum Standard Deka Reyubemen. for ALrA/ACS9 Lord are Min, pinny esl0Wfsh. and oebpt. by American Land Me Assoc.. and Notional 5xisy of Pr0I skmd Some,. The fold was caplet. an 99(2 26, 201.2 Mb survey complies mho the mdnknen Ie... stone..b adored by the no. Stale Bond of Professional Survey. and Mppm ors canto.. h chapter 5-12 Pori. Mini..ho rode, pursuant to chapter 412022 flmlda statutes S o4L-4S/lasJ Too & oTaioa[8Eca.. g II.k Sayan Men Sec, T Prcfdalanal Land 51n,w Na4115 State of Poi. Tract B' (161-78) (ER7/Fl£0 RP r) PRN',mesh... LL4 o Rork o loon. AaWly company its aaaessors and/w assigns 2) Chicago lftb Insurance Company 3) Greenberg rmeg, P.A. r GRAPHIC SCALE 0 15 90 e0 90 120 � I p, I �4y 1 i Qr W FEET) 1 NCH-80 FT Tract H" cc(1611--777) 4f0.77- ' r- r 25' C01MI0l6CARGNS EASEMENT® N.E. 34th. STREET (O.R.B 20813, PG 2869) (PUT 9007 161, P0. 77) 16.5' RELEASED BY O.R.B 2420J PG J344) _ L Tract 'F' (161-77) 1 I 1 I I 1 I I 1 t I I 1 1 I 1 1 1 I ti K:\255341\TRACT G MI0T0KN MIAMI EAST\dwg\TRACT G MME-OCT 2011.dwg A A.L. T.A./A.CSM AJ-5057 Section 24 iownsh/p 53 South, Range 41 East klaM—Oode Count), Florida A W Ai-5057 12' I l % Z / % r 'rr L 67'.-0" 25' GR.. \' •R RADIUS PER AMI LLINE OF GROSS LOT AREA -—15'17'SETRACICPEbVE 75' 7'7GR'013146F7507SETSACT 289'-7" N,E 34th'T-E.RRAc 1 25 RADIUS PER N.E. 34th STREET 20' 80' 0' 40' ADS 424 1(jSNbro 44,9 cp ARQUITECTONICA HYDE MIDTOWN SITE PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A0.02 No copies, transmission, reproCu2im or eleclrornc manqulalion o: any portion or Pese drawir'gs in whde or in part are to be made wlhoutlhe express written permission o'. ARCURECTONICA Ir ernationel. All designs indicated in these drawings are the properly or ARDUITECTONICA Inlemational and are sulpe,t la vetihaion by all local and governmental aulhonis having jnsdiclai. AY copyrights reserved Ic) 20G. Q I `_7 r r l URB AN _N. �� 34th TERRACEW / al . I !11 /I �------7 2 'l l /l /l I 1 / / '1 1 1 1 t 1 '/ l / 1 l 11 l i NET AREA: 66,972 SF !1 !y l / Q l 11 all /1, �o r' l / it l'ir I I ''� ';! O' / / l i l lLiJ m / / /1 j Ill l of 1 �1 11111 Iq l 1 / 11 ' ~ �( / //l 1/ll co �� r �1 j i / / o 15-0"SETBACK ABOVE 75' / a / / c. 'A —PITOPEATTLIRE------ / Q —6 21`tRa0Nnto151F5ETSAtK 25'/GROU " OOR RADIUS / PER MIAMI 25 RADIUS PER CITY OF MIAMI N.E. 34th STREET I GROSS LOT AREA LINE D' W CIT.! F1'11:D01 H`.. r^ARDS By •r ARQUITECTON►CA HYDE MIDTOWN SETBACKS PLAN SCALE:1" = 40' DATE Oct. 30, 2013 A0.03 No copies, transmission. reprodudim or electronic maripula2an o' any portion of Mere drawings whole or in part are E be made mahout the express written permission of ARCURECTONICA International. All designs inflated in these drawings pie the property o' AROUITECTONICA tnlern025lala4 ale mulled to reification by alIJDc and governmental authorities having jv,sditln-n. Adcopyrights reser:0 lc) 20,3. Art Fu on 8 Clients 0111 NW.35tfilM ¢" 111 CD =- "Sol Awnings Miami tJW 360.) St NEAosr. s� u^man Associates,,,` r+oa ease We 111 Gerdens Al Miami L A Woodson Mtm Perk the Cheese Course t>-"'Authenticty NEi36thtStr NFC,.31Th St } ffhe Dugout Sports'BarX • �wa{grnen'3 t _ J �)Goag_ lt'crWa Wale?, 'The1lllage NIA • i ++ F1 Flonda Immtyra — Ad wocAcv Cert,.r 't -LJth �I erl r�N Starbccksl r36ntM1 /� oc •� NEiSth:Av .0 NO 1 rl eer .•%, It a at .rw"I'ar"" rimer N 3.41hr5t 110 +Ei.34th , • a10 . �ytJ_ ' Web Web Des stgn`I ad. it— riec Ingalls& NE>;?f rSt. Li -A ssocletes ` Mtemt.lWillNE-,-42co.St 7 Web Now -.ate �'�•�Wr • ! _ii+ Altordable.All In One.SZtvices Plattnum Condominium i t E+39the .9M Gmoming " 777 Cool cram] andy Legal Services rL ARQUITECTONICA HYDE MIDTOWN AERIAL VIEW SCALE: N.T.S. DATE: Oct. 30, 2013 No copies, transmission, reprod•tion orelectronic maripulaian olany portion of these drawings in whale ar in part are la be made uittout tie express smflen permission of ARCURECTONICA International. All designs mamma in these drawings are the property o`AROUITECTONICP !amebae! and are subject to venaca-son by all Weisel govemmemzl authorities having jurisdiction. All copyrights resolved (aI 2013. ? AARDS 1. NORTH-EAST 3. NORTH-WEST ARQUITECTONICA HYDE MIDTOWN 2. SOUTH-EAST 4. SOUTH-WEST CONTEXT PHOTOS SCALE: N.T.S. DATE: Oct. 30, 2013 No copies. transmission, reproduction or electronic manipulation olany portion or these drawings in whole or in panare to be made without the express written permission of ARCUflECTONICA International, All designs indicated in these drawings are the properly of AROURECTONICA InlemafeonS and are subject to verification by all local and governmental authorities having jurisdiction. All copyrights reserved rot 2013. GROUND FLOOR PLAN LEVEL 07 FLOOR PLAN - AMENITIES LEVEL 31 FLOOR PLAN ARQUITECTONICA HYDE MIDTOWN LEVELS 02-03 FLOOR PLANS LEVELS 08-30 FLOOR PLANS - TOWER TYP. LEVEL 32 FLOOR PLAN F.A.R. DIAGRAMS LEVELS 04-06 FLOOR PLANS F.A.R. CALCULATIONS FLOOR RESIDENTIAL HOTEL TOTAL 1 0 0 0 2 0 7,713 7,713 3 0 7,713 7,713 4 8,108 7,713 15,821 5 8,108 7,713 15,821 6 8,108 7,713 15,821 7 0 0 0 8 16,784 0 16,784 9 16,784 0 16,784 10 16,784 0 16,784 11 16,784 0 16,784 12 16,784 0 16,784 13 16,784 0 16,784 14 16,784 0 16,784 15 16,784 0 16,784 16 16,784 0 16,784 17 16,784 0 16,784 18 16,784 0 16,784 19 16,784 0 16,784 20 16,784 0 16,784 21 16,784 0 16,784 22 16,784 0 16,784 23 16,784 0 16,784 24 16,784 0 16,784 25 16,784 0 16,784 26 16,784 0 16,784 27 16,784 0 16,784 28 16,784 0 16,784 29 16,784 0 16,784 30 16,784 0 16,784 31 15,879 0 15,879 32 13,056 0 13,056 439,291 38,565 977,856 LEGEND HOTEL RESIDENTIAL SCALE: N.T.S. DATE: Oct. 30, 2013 L A0.06 No copies, transmission, reproduction or electronic manipulation of any potion Ntlese drawings in whole or in part are to be made without the expresswnden permission of AR04ITECTONICAIntemational. All designs indicated in these drawings are be property of ARfN1ITECTONICAIntemaI6nal and are suliect to verification by all local and govemmentalautierilies having jurisdiction. Al copyrights reserved (c)2013, GROUND FLOOR PLAN LEVEL 07 FLOOR PLAN - AMENITIES LEVEL 31 FLOOR PLAN ARQUITECTONICA HYDE MIDTOWN LEVELS 02-03 FLOOR PLANS LEVELS 08-30 FLOOR PLANS - TOWER TYP. LEVEL 32 FLOOR PLAN F.A.R. DIAGRAMS LEVELS 04-06 FLOOR PLANS F.A.R. CALCULATIONS FLOOR RESIDENTIAL HOTEL TOTAL 1 0 0 0 2 0 7,713 7,713 3 0 7,713 7,713 4 8,108 7,713 15,821 5 8,108 7,713 15,821 6 8,108 7,713 15,821 7 0 0 0 8 16,784 0 16,784 9 16,784 0 16,784 10 16,784 0 16,784 11 16,784 0 16,784 12 16,784 0 16,784 13 16,784 0 16,784 14 16,784 0 16,784 15 16,784 0 16,784 16 16,784 0 16,784 17 16,784 0 16,784 18 16,784 0 16,784 19 16,784 0 16,784 20 16,784 0 16,784 21 16,784 0 16,784 22 16,784 0 16,784 23 16,784 0 16,784 24 16,784 0 16,784 25 16,784 0 16,784 26 16,784 0 16,784 27 16,784 0 16,784 28 16,784 0 16,784 29 16,784 0 16,784 30 16,784 0 16,784 31 15,879 0 15,879 32 13,056 0 13,056 439,291 38,565 977,856 LEGEND HOTEL RESIDENTIAL SCALE: N.T.S. DATE: Oct. 30, 2013 L A0.06 No copies, transmission, reproduction or electronic manipulation of any potion Ntlese drawings in whole or in part are to be made without the expresswnden permission of AR04ITECTONICAIntemational. All designs indicated in these drawings are be property of ARfN1ITECTONICAIntemaI6nal and are suliect to verification by all local and govemmentalautierilies having jurisdiction. Al copyrights reserved (c)2013, 25 RO PER 5,0" GROUND FLOUR SETBA PROPERTY LINE 289'-7" N.E. 34th STREET N. -�_ 4t ACE 25 RADIUS PER 'w Q CO 0 U 1- CO CM; ^• MIAbet ARDS 20' 80' 0' 40' 7m an' ARQUITECTONICA HYDE MIDTOWN LEVEL 1 - GROUND FLOOR PLAN No copies. transmission. reproCuotion or electronic manipulation of any portion of these drawings In wh2e of in pad are la be made withoutlhe express wdben permission o.'ARCURECTONICA International. All designs indicated 1n these drawings are Ee property o`AROUITECTONICA Inletnabonal ail ate subject to verification by all kcal and governmental authorities A 9Y All SCALE:1" = 40' DATE: Oct. 30, 2013 rlglrtsraserved(c) 2013. A1.01 25 ROUN ,j;•• W' I'/,W e0/ LINE OF GROSS LOT AREA R RADIUS MIAMI 270 SF 63.477 sr o• 0P8N LVA (16,77) ACF 4O �j 34thz1;E 0 15 36 0 p 37 35 0 -4 a 33 32 31 38 13 p - 39 / 0 12 p 40 11 O 40 U 41 42 43 44 AS 46 47 10 o C( D 9 48 p 078 SINGLE PARK G SPACESCI 8 2600UBLE PAR ING SPACES 104 TOTAL PAR ING SPACES 49 82 61 60 ❑ 59 58 57 ❑ 56 GR UN 289' 7" N.E. 34th STREET 5 4 O SALON 1,800 SF 25' RADIUS PER C,ITV OF WWI 20' 80' 0' 40' ')ry Cl5t ARQUITECTONICA HYDE MIDTOWN LEVEL 2 FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.02 No copes, uanfmissicn, reproduction or electronic manqulalion early pofuon altl'ese drawings in whale at in part are 6 he madewilhout the expresswntlenpermissronal ARCUITECTONICA International. NldeSigns indicatedir. IheSe drawings are Ne property or AROUITECTONICA WNnaDonal and are subject to verifIcation by all local and governrn3141450i3e1 having junsdk5 . Allcopytights reserved lcl 2013. / H-8 05 SF H-10 305 SF H-11 305 SF H-14 305 SF 297 SF 270 SF 217'-U. BPEED 81•.0. RAMP 31 O 9 3 39 0 4 12 -_L___ 40 111 40 �� 77 42 43 44 45 46 `_ 78 10 41 41 C` o 0 ❑ 3T 9 1 48 1 78 SINGLE PARKING SPACES 52 6 8' 26 DOUBLE PARKING SPACES 4 p 104 TOTAL PARKING SPACES 49 53 7 7 50 4 6 D 62 61 60 0 59 58 ' 57 0 56 0 55 n 54 0 C H-16 270 SF p 63 64 65 066 67 68 069 76 ❑ 75 HKP 0 74 73 ❑ 72 289'-7" MEDIA CENTER 2,100 SF USINESS CENTER 2,300 5 20' 80' 0' 40' ARQUITECTONICA HYDE MIDTOWN LEVEL 3 FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.03 No copies.,mnzmission. reprodu_dan or Hedronic maripulalan of any pardon or Irene drawings in w7a!e o: in part are to be made without lee express wine permission or ARCUITECTONICA International. Ail designs indicated in These drawings are lee property 01 AROUITECTONICA International and are subje0 to vent a5on by all bca2 and governmental autlmtines having jurisdcson. All copyrights reserved (c)2t113 550 SF 11 90 74 75 76 77 78 10 ❑ U 0 92 SINGLE PAR SPACES 60 61 62 063 64 65 065 3 o ! 2 67 305 SFI270 SF 730 /72 71 70 � 69 51 45 52 44 40 41 42 43 L-04 STUDI L=02 TUDI 20' 80' 0' 40' 11111 .006 3 pt ARQUITECTONICA HYDE MIDTOWN LEVEL 4 FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.04 No copes,Wansmission, reprcducnon or electronic manipulation of any portion oftease 4aamgs in whole el in pad are to he made without the expressrni1.Ynpemnssion of ARCUITECTONICA 91e0a606al. All designs indicated in these drawings are the properly at AROURECTONICA International and are subject tovenf bon by adlocal and governmental authorities having junsfelice. All copy hts r Ned (c) 2012 I 16 0 15 85 86 — 14 e7 3 0 HH 12 89 90 -T 92 SINGLE PARKING SPACES 51 45 59 58 57 ❑ 56 55 / 54 3 53 ❑ 52 94 40 41 42 0 60 61 62 063 6 65 66 ❑ %I 43 L-01 1 BR L-09 1 BR L-08 STUDI L-07 STUDIO L-06 STUDI 20' Sr 80' 0' 40' Sam CITY n7 M1P.MI ARQUITECTONICA HYDE MIDTOWN LEVEL 5 FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.05 HOTEL POOL HOTEL / He L BAR / ELEV1 w M * KIDS PLAY AREA KID PLAY OOM 289'-7" 277•_�, PARTY ROOM POOL� /LOUNGE' // ' 'I ' / 7/ jji'I// ' UNRISE/ ''' ! P/. OJECTIO GA / a POO ROOM -- I OOMI 11 - I lI ' ! : I Cy I i— IBRAR • of / !/I' PA ,// 1/1 ECEPTIO ! I / / J S ! ° /'// 20' 80' 0' 40' n'".fvil 52 r' t 7i- ARQUITECTONICA HYDE MIDTOWN LEVEL 7 FLOOR PLAN - AMENITIES SCALE:1" = 40' DATE: Oct. 30, 2013 A1.07 No copies. :ran smission. repre u_0on or electrons: manpulation of any portion o'erese 0rawi gs in whole cr in part are to be made without the express wMlen permission or ARCUITECiONICA International. AI designs mlicated r Iliese drarvinge are the property of AROUITECTONICA INernatieeal and are subject to verification by all Iona: and governmental authorities having jluisncctun. All copyrights reserved (c) 2013. ""F11 _,N 20' 0' 40' ARQUITECTONICA HYDE MIDTOWN LEVEL 6 FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.06 No copies, ran5.11issicn, reproduction or electronic norinulation of any pcmon o!Nese Narvmgs in whale re in part are to be made nithout Ore express wean permission of ARCUITECTONICA International. All designs inlcated in These drawings are the property or AROUITECTONICA International and are subject to verifaason by all local and govemmentala Woriies having jurisdir5-.n. All copyrights reserved (c) EI13 20' 80' 0' 40' ARQUITECTONICA HYDE MIDTOWN LEVELS 8 TO 30 - TOWER TYPICAL FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.08 Nocopes,transmission, repro Cudionaeledroni: manipulation oleo; p.ii,ro' Meese drawings inwhale or in pan are to be made about the express written pennissun of ARCUIIECTONICAhernational, al designs indicated in these drawings are the properly or AROUITECn 4ICA International and aresu to yeti by all Iocal and governmental authorities having jurisdiction. All Copyrghts reserved (c) 2TI1a T-01 2 BR T-14 2 R+DhN -r-IPZ kbOFISFOOR SEYBAi.9i PROPERTY LINE 25'.GROU PER C R RADIUS MIAMI N.E. 34th STREET LINE OF GROSS LOT AREA 128'-0 N•E. 34th TERRACE POOL MECHANICA ROOM BR+DEN l T-1 K BR+DE 4 25' RADIUS PER 20' 80' 40' .�3 ARQUITECTONICA HYDE MIDTOWN LEVEL 31 - TOWER FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 No copies. transmission. reproduction of electronic maripuWdon of anyp,Non of Tese drawings in whole or in part are to ee made without the express mitten permission at ARCURECTONICA MernaGenal.All designs indicated in these drawings are the property of AROUITECTONI:A INemaeonaland are to don by all local andgovemmeotalauthorities having jurisdiction. NIcap,, ee reserved(c) 2I15 A1.09 PROPER? Y LINE 289'-7" R RADIUS MIAMI 73 7" T-02 BR SPA POOL BR+DEN -13 1 T-1 1IBR BR+DE / t 1 JJ 1I 25 RADIUS PER OITV DF MIAMt 20' 80' 0' 40' ARQUITECTONICA HYDE MIDTOWN LEVEL 32 - TOWER FLOOR PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.10 No copes transmission, reproduction or electronic marpwation of any portion of tesedravinas in whale ar in part we lobe madewttout lire express written permission of ARCUITECTONICA Memationel. All designs indicated in these drawings are to property of AROUITECTONICA Hemapttaland are subject to rer lication by all local and govemnrental authorities having ryrisdioton. All copyrights reserved (c)20,3. LINE OF GROSS LOT AREA N.E. 34th STREET 20' 80' 0' 40' 4— C r/46,o 11.1243 — i ARQUITECTONICA HYDE MIDTOWN LEVEL 33 - ROOF PLAN SCALE:1" = 40' DATE: Oct. 30, 2013 A1.11 No co transmission, reproduction or electronic manipulation of any pntoon of these drawings in wnole or in part are to be made without me express written permission of ARCUITECtONICA kiternational. All designs Indicated in mese drawings are the properly or ARQUITECTONICA heemational and are subject toveohcadon by NI local and governmental authorities nevi ng jurisdiction. All copyrights reserved (c)2013. 11111,7141I171 ' 1111133, EU 1 1 1 I71 1.211ain.,1.113! •111.11111W.' 1 1 V' I ' ' I 131 iminims'imiiiall 3 rra 1 1 r-- 1 , r, , .7 -I 1 ' IL-i 1 I17immori.4111 sen7 I_ I 117 .11 11.04:m - g-Fc otKIL-41‘."- 1 ' 1 1 H I 1 1 1 7rE'71 I 1 1 3.3ffi-mrr. 11 jit 1313.3,333 41.4,3i3:3; 1 1 .111 1'1 1: •,:arimr..11.....mormairmser3 ,3371i1Misue.minmesimarnarnmEmommuse....33 11.1.3 I •rnori-mmarrErrorrami.... mfr. I -38= ..IMIMM1=mr,firmIlimm•rumMorm•111.110.11.1 Let I Level 15 Aoh 111 - 51 331E,V,13 20' 0• 40' ARQUITECTONICA HYDE MIDTOWN NORTH ELEVATION SCALE 1- = 40 DATE Oct 30.2013 A3.01 ^4.3443.333.3'393111.0111111111111MMIIIIII1 1 11 ' 'Zinemomi0 11 1- 111 1 7.3 .311•1111111= MIFF .3=Nomm LITLINENIM10011111181E1M1MMMEWITien..1.1..11.110 t.SirrerMi. /10M• ; 11111C_____11 I,t11 —VEMM.11. `.1111•1M•1111MI111=1•1111MNIMINMMI111 '3 111180 ii,' _1 11 11 Level 29 Ant 306 - 4 VI TOP OF MECH. ENCLOSURE 372' - ,JV Level 33-ROOF 347*- 0" 'Jr 111111.11111.1111Elearla t1111.181=1611;MM111,111=1,1111111.11111...M.E04 -31 - - ' '''Iliiiiiiiiii4: ' -- -- L- Ziwiri ° -........ -I L'L.......limi0 3 .4.mimmmi - 3 MCIMailij ' =3;333HounilOinnid li. : :13 ,..emenno 11 '111 `.11MINNIMMINIM °EL' '7' Lemmmonmwo 411.11.0.NOIF NOUS moo Lin= ° 3 11 V 11 ' L All 9Ii111131m_7111....,i;4„...:..=km.rw,„04.4 ' • rri Le27'38: 3-S Level87027 2"-'S I:6-6 125' `7,423 2 1;2712- .1- `gm: L evel 15 L e57:_183- Level 11 Level 09 1- L9evel: o 1-78 '6 7-& Level 4 L3evel2 70" Level0: SIDEWALK ELEV. 16' - 10" 4101, 20' 80' 0' 40' AROUITECTONICA HYDE MIDTOWN WEST ELEVATION SCALE 1'. = 40' DATE: Oct. 30. 2013 A3.02 • - ',TONIC A 1Werna.ma, ard su9ect ven`calwr. by al!Ixal and governmenlai authont. I • ' ' ' • • ur • 1116‘1111•111111111111M101111iiMillIMMAIII Iliimmmisssommosiminmemia - ,evelosamril ilWitMONIMMitMiMOMMOIMin m==a1."..3=11. r 411111 4 . r.30 .11U MC; - momm..1 GilaMOMMISMENNINNIN/M F Mmem.4 tr‘i.MMINIMM _:1,1:111`1111 1 ihmind t— iiiimma MM 4.4:16.^ LeAd 25 Level 23 240" • 4 Lerel 21 ga, 24, 'CP Le-‘211.189. Level 17 din 790 - 4- Lewt115 171' VC. Level II 132- QM, Level 9 113' -13- 1.11 Level 7 dr, _ 311.1 lArel r IL Mo,/1 4 4M/L_ „wet 2 Ar, 20• 80 o' 40' ARQUITECTONICA HYDE MIDTOWN SOUTH ELEVATION SCALE: = 40' DATE: Oct. 30. 2013 A3.03 C3YiWBlf L 9 L 4 c. -n Level25 `.. •••••••==11. 287•. 8• ' l z,9tQ11111 i h nPQTY'!® ssss4 man wsmisamarl L_e_s 1223_ °- 245.4' `7 1400121 229'- G. V Levu 19 in 209' - 8 V Levu 17 190 -4. Level 15 Level 13 151'_8- Level 11 1..R.,1 132'-4 Level 9 113'-0` 1�re1 arr -4 Level 75'•8- Level4 58"-a• s Lev 42 37-0" 'l i1A _ry N.,.,,. � r - r,za By Z7L-28 • 1', y3 2n )' 40' ARQUITECTONICA HYDE MIDTOWN EAST ELEVATION SCALE 1" = 40' DATE. Oct. 30, 2013 A3.04 -. ^. waF,.n AMMItcte,.Nea xsal <. -,...- .r. _..r WHITE PAINTED SLAB GLASS RAILING PPP FP FP FP FP 0 77177"7"71"77777177777 77777777777777717177" 'Irir''7717'717"17r1"" 77777777r7r1777171777 PAINTED STUCCO PAINTED ALUMINUM REVEALS • DARK GREY PAINTED SLAB PAINTED ALUMINUM 1 PAINTED STUCCO MULLIONS AROUITECTONICA MIDTOWN 3 ENLARGED ELEVATIONS SCALE: N.T.S. DATE: Oct. 2, 2013 A3.05 ;ne e.cress wnitkn perrm53iEn a AROInTECTONICAi- WHITE PAINTED PPP rl IE 1111111_, rrilw FT ARQUITECTONICA PAINTED ALUMINUM MULLIONS DA EY PAINTED SLAB ...r.','.'•;:ci7717.7.77AT:1701114' • MIDTOWN 3 GLASS RAILING PAINTED STUCCO ENLARGED ELEVATIONS 1111F79. 1. 1 111111L • ligill1111111111 SCALE: N.T.S. DATE: Oct. 30, 2013 Ai.o6 TOP OF MECH. ENCLOSURE 372' - 0' Level 33-ROOF 1.-1'‘- l_ Il m mil r m m com rho '' ° " _ _ 11 11 I I I 11111 11 1 111111111111 Level 31 II I 1 11 1 1 1 Milk -ill I 325'-8"� Leve129 1 1 II I I 111 I I 3os-4 I 1 Leve127 II —I II 28T-8" lI II —I —II Level25" I 267' - 8� l I IIII I f l l �� _._._._._ Level - 11IIII1111I� 2ae'-423"� 111 1 1111 11 111 11 1 11 I-1 1 I 1 1 11 I r1 n 1 1 Q Level 2l rl 111 I 229 -0 1 rl 1TI I I 11111111111111111/1111111111111 Level 19 I r1 1T111 II 209'-8"� T 1 I II I r1 1 1 1 Level 17 • 1111111111 190-4"� Trrnil 1 1 1 11 1 1 1 1 11 1 11 1 n IIII 1 111 1 Level l5 111111111 n,'-0-� r1 11-T1 1 1 Level 13 [1 1 1 111 III I I 151'-8"� 1_1_1111r1 nIll Level11 _- 11111[1 f11 132'a 111 1111 1 1 1 11 1 1 1 1 1 11 1 1 1 1 1 1 II I r1 111 IN evel9 m'' I I111111111I11111 111111111111 113-0'" b Er, III nf-TImnII Tm r ,� Level 7 -9 m, _ Level6 1 _ 1 n 75 -61"� j7 I I ,_ I Level4� — �' 4' 1 n nI L = 1 ' Level2 b Leven — lc, / 17' - 0" SIDEWALK ELEV./-:\ 16 10 v 'DS 4.4 20' 80' 0' 40' ARQUITECTONICA HYDE MIDTOWN LONGITUDINAL SECTION A SCALE:1" = 40' DATE: Oct. 30, 2013 A4.02 Nocopies. transmission, reprodu:limn orelecbonio manipula,icn orany portion or Tess arawirgs inrvtlolear in part arena be made without the expressw,iten permission o`ARCURECTCNICA International. All designs in in Mesa drawings are the property of AROUITECTCNICA Nlemalional ant aresullel to verification by all local and governmental authorities baying , saictian. All copyrights reserved(c) 2113. TOP OF MECH. ENCLOSURE 372' - 0r'ClIF Level 33-ROOF 1711 TI - r 7.11- m m my _ 347 -0 p\ ' 11I. 1111II1ml el3l I l l r11 ll l l l l 1 1 1 II �Lev'- r 1 1 111 1 1 1 I 1 1 nit_ _ Levl29 II II I I I I.0 I n 1 1 1 1 1 1 II 306ge-4"_so I 1 j 1 1 1.11 11 1 11 III 11 Level 27 I null ElI _ 26'' - 0"H19 l I will II l Inn mu I I I Level25 i I Hain I III[ I I I I I ITI 11 297 -8"_50 J [Tllllilllll I mu Lev_el23�� r rr[nn l nl1 nn1 246'_4"V nut II 11 inn n 1 11 eve L'l-02", nP 11�n1n1nit' _,i, 1 [ 1 l ll [ 1 I 1 I 1 1 I 1 II __ Leells C If 11111 20v9'-$"_50 I 1111111111111 11111 Leve117 1111111 111 1 11111 190-4"� 1 1 1111 111 1 1 1 1 11 Levells l I 11111111111 t710" 111111 1111 11111 Leve113 _ nIlll-11 11 I1inn151'-8"� rnlIm1111 nn Le�el11 I I 1 1 11 1 1 1 1 1 1 111 132 -4 _ 1 1 111 ill f 1 1 1 1 11 _ Level9� dttnii-1 r r 11 LIE ITl 11 III 1t37 0 In J11 1 T T T [-IMF Level74"_0,,, _, 111 1 III 1 I '1. _ __-- _-----I_. _. r._.__._._.._._._._._._.11_._._._11._. .-.----._-_- Level 6 j� ;,I _ 1` r L i_ _. 75' - 8' e Level44 56'-"A) Level2 37 Level1 17'-0" SIDEWALK ELEV. 16'-10" ADS -Jl.l2'I- m,roy,pp�.al 20' 80' 0' 40' ARQUITECTONICA HYDE MIDTOWN CROSS SECTION B SCALE:1" = 40' DATE: Oct. 30, 2013 A4.03 No copies. transmission. repmdudion or deWamc man 'on Glary p=' - c`these drawings inwhda or inparlare to be made without the express wrinen permission of ARCURECTCNICA International. All designs indicated in these drawings are the pmpeny o'AROUITECTONI;A NIern o rernficabn by all local and g vermpntalautholites having jut-sci (cn. Al copyrights reserved (c) 20'3. ARQUITECTONICA HYDE MIDTOWN RENDERING - N.E. 34TH STREET & EAST COAST AVENUE SCALE: N.T.S. DATE: Oct. 30, 2013 • ay. sic A5.01 No copies, IransTission reproduction or electronic maripladm of any portion of d ese drawings in whole cr in part are Io be madervhhout the express wntlen permission of ARCUIiECTONICA Tternatinrel. All designs indicated at Mess drawings are the property of ARQUITECTONICA International ar,d are suOject to vedflcaion by all local and govemmemal auLboddes havingjurisdnAAn. All capydgbts reserved (c) 2C'3. ARQUITECTONICA HYDE MIDTOWN RENDERING - N.E 1ST AVENUE & N.E. 34TH STREET SCALE: N.T.S. DATE: Oct. 30, 2013 A5.02 No copies. transmission. reprode ion or electronic maripdaOon deny anon ortrese drawings in Mole or in pad are to be made!Ntout Ne express written permission dARCUITECTCYIICA International. All designs indicated in lease drawings are the property of AROUITECTONICA NMemationatand are subject to vetifcaaon by allbap and governKental authorities havingjwsNtlion. All copyrights reserved(c) 2013. tpnpnp scope of te Landscape Arch. mm umsumemz alsentm.rarPMw.aa, Thrs, plans rel, to remesmmv .cams I. p .lemons Orme a2. -Inc rocalorks GO arum. are approximate and may he mnel,me"'meree Wmowaareu asPRI.,, assnwnwntampam, am nmm compry yedt'", naampti ouadom. ores°tem. grated drepppam dytemasapartmnimima irggslmelms 5. All Olmensions stall De venial In Or UM pAor canstudion. WrIbn dims. OM telie onwlence wet steletl drawing. 5. la discrepancy stood arise b"I-nlamacne, adegentmr, m.g,iMmmdllwa no* au ne1_ The CondectorvM10 cessary unto vmmxNetor.ving#Ids 4e anirinm perm elaupbrMkNon ...Marshal amaame,n'r�.mmvane llpurrommmlw.andamrenalewonOwner. �resent.priorminabgwwamn. aawigsampop..ae..tote bestlmmnmun svailatleattnenme 0, Verna docurn.. mand malmwndace. Z. 'Metall. is momaible to cenewanddacnt wwedasdmnpte men wamrype 1st rape. dormmale between to eonswawn tawnm eel aela smdwx m m owm'aPeinen w la M. In order ow work .Ianxcapeednwradorlalmvlw Weulen mnxW two weft In advance. ours bepmlnm weaa pnmt commencing beeuulMe mnaysuon S. 1112 !ovation oft. leacepe kW. era idertke Wm, or Nine. RM. Re Corractor shallaalmetolhe wens routes to and horn the access m Wet o area... disrupting oFimpv6p2 inotaing ,rtnaylmpati..Icad.onitmoms, dun 9 wnsnobo, whle being held. ng 1. brim pax ptdnpaecs provided s anmdeatorenteuc frrpowa aWex.mr Oabar a. wtetmwrelmmaigeopwwrNaiWaMingHama. see Chi Enpnems...� . of nawtmunpedamingnmwmx"leemma° _ slat piwlR compete m�eests remnmemMafions nx soh amoentte corsnumanma. 2. Rough be completed rmtewe byundxgekdkv /are.. Imefenbpw pbrmnnelwadng.a~ me c&Inparb irkleIng Torte aW aroma mteammere repsenl&ue anNorlanac"p s. Roadway Mop and pans. rm. ateredand appmum meralrretc rrgrem. malnmpap.symm In test. m N plants Nobles5WI be planted on lop axnpekn N.rs. 6admant U¢geda¢ N Iewdm area to be paeW W.madmen. we. su itoan aewsmcoiseemu. munethe iam"swamd20g20 etmm.' e odding undenpround tames ails. Ammo. Landscape .M1,ea. 2,ms for earl, shai smoo,..enuous an. side vans.. void of depwar.sdnmpM be*Mete pnke.. concerning ne o aywbsowuomm me cedar dmrpeks mace spored M to lanclacqeballector shapes and mmanonemmpOSetl. n anaz220203 9aMkivery plap&N dam Wmlm a✓mmtmnaaiwuds /id .dmomersRanemw'reemO plant, van bebaul parmamas cod m22Id any grants omsimmt.imssr.9Clym sari, apearuoore mcrww.w I.eavaptleaa ph mes aadtawgenmmmmwa W bedegmewmle map mat orIene Means hkr., era lmpelleave and rove 9wee .in°ppc Men wended u/ emlmme al a.s b. dams elm %Landscape contraclor. coordinate all pantnp M wed pemanem or tmpmry nlmmn cox d hand wale.1 a, required ImdAve wvmeeontractal she be maee2 waet9 and rannllau0tands.p Co.. amain bend Min; Onnes rasband Min; mall plank..., e.t.a shire Wangerr proposeddgmtm ImdcmeCmbecbr.oldnte no. ems [Cho ad a each westing day.aubdishadOebls mmmldlmaam sell sloreWin ailOra..ed""'t�a+° dma`re4 bay Meal$p"� 222I2° . oos le. Ms.. Conolor sbal read 1, want amoral, am2Wm aaur imnglaon el°.2awace egvane„awsre1anyan2alWm9ornew pkm nlandadmu`nauora wedwolammmora.roloaadmawa,Inmlednn mW 1 chary torn thy pot am"s m scent,' NI Inches. tee trunks n tbunerclwct ed as speeen"ppale ma.l0 cede. s.aoampra,asanaeamrpRdedduepromamceplaltmmrse. 12.11tnfil.Oro cape, pmdc s9am, roc., run Wotan, rammed Wm cop wretli4 (Ad 17.1.es grown n prow tame m caw: bag O.e mMal matt M.. 1a m plwtig yes shag meet a eneed vim amwmm n apeaim M Wm p2m asmax. 19. m1.3.00Maubons.1insular a .. malmmrev.. as shown mappmprm moMweo. 2-0. Contractor OA tie a gloatFmk m 1wr ns a Fmk (12) aamnmtmmmp n'mm m m .sumaeal com¢eanm0elt.te2glmmpm Parmlee pa. 21. rim as mnremom w ptermem our mmew age .ally pot. end report any di:9mdwm.ern rep222222 ni/aL»xeap Architect 29.9donnon..xW egreedFredaw1 or beam HYDE MIDTOWN NOTES AND CALCULATIONS SOIL PREPARATION AND 501L 141X 1341 pleats notedfe removal gal be relocated es shown an plans or removed and properly disposed of o2sle aloud -actors expanse unless otherwise noted. Before fniahing top soil grading, scenty&rakesu2stll dears stones (I' diameter and larger), debris, Ni bis!, and remaining roes from rammed plant material to a depth of 6". 3. Rent Files should be dug and the sides and bottom of2e hole seated be stable, regardsss of depth. soil scarification is mercenary d sides of the hole are camped.. 4. Canhacbr to apply approved pre -emergent herbicide in accordance MN manufactures rate and specifications. Contractors. pm** manufacturer's specifications far approval. 5. Plmleg sod mk for genius. hoes, shrubs, and ground cover 6 gasses shal be determined by sou analysis Oa to pbntion lmdsrape The planting soil nix should he what comes out of the hole so the plant adap2lo the coos nepoexrig soil and gear into if. T. is why the sides and the bottom of the planting hole slmuld never be compacted with the digging implements. Never fertit2 newly planted plan. and bees. Please note Mat pest moss MI eventlel6 decempose and dog soil pores terebyinhbiting the plants water and oxygen coretmption. 6. Topsoil sh. be natural, Pere .agdaleal soil capable at susbning Approve plant gm0N.It sham be of ungormmmposieon throughout, with admixture dsubss1,110.1lbe free ofstones, lumps, live plant: end their'M.,sticks, and other extraneous malsdal.Top soil breu2M in should match as well as possible Me existing soil leidure and Ph. Planted meteuel sewed never bee e'mount:be or mat Me soil val eventually wash away expminp the roots and it will be[lefty,. establish the plant melees duets din/10 aM excessive soil transpiration All planter. ma3del should be imlele02 the root collar exprued (approximately 1/2'tors. landscape contractor shad find00e uppermost lateral and end plant that Just below the soil surface. 7. Smooth topsui1 wf 0wt oanp811011ro Mo inches (7)below fines grade in areas to be added Milculcompaction. e FMah grade all topsoil areas to a smooth non -compacted, even Surbw assuring positive drainage away from the s W atone. and eliminate any ...as except in retention areas where water may collect. a Contractor to remora debris and excess maerial immediately from job sitewhtie keeping in Rend Nat heavy equipment Mel amp. soil to the deNnant ofwater drainage an0e health of ,,o42otelletl pants.Allplantg areo2o12xmpaded sohwWWI have surfaces waffled to a min. ore' in depth. PLANTINGSPECIFICATIONS 1. The contactor s responsible for maintaining, in NII, ell planting are. (including watering, spaying, mulahng, mowing, ranking, etc..) Until me job's acceptd,Infull, by lie owner, its representative and landscape hutted. 2. Al plant maternal shall be protected dunngtanspol and delivery to final location M0 shade dueler other acceptable means ofwindbum prevention. PlanMmama0r4 shall conform to Halide # 1. described in Florida oracles 8 standards, the lasted... 3. All trees mist be guyed Prettied as shown in Malls. 4. When plant materials delivered ample, it shall rot be laid dam for more Phan two hours. Plant material when stored snare shall he ahead and mantalned in good conditions a Neal position. All plants held ensile shall he kept watered regularly to sufficient ammats to permilwnlilaous and vigorous growth. 5. Instalb an dal plant material shall be installed in a sound, wdrkman4Ne manner and according to accepted gad planting andlree relo2Gon procedures wit the quatily of plant mated.ls as hereinafter descibed. All elements of landscaping shall bar hstalled so as to meet all applicable°dlmness ant code relukrenads. 6. There shall be no drams or cedes used mredry on trees palms, handle 2070inimum width nylon sbaraurequal. 7. Contrml stall assure drainage and percolation of all planting pits. Prior to installation of plant mate.,conhemr steel fill all tree pits with water before planting to assure that proper drainage and permeation Is available. Correct if required to assure percolate.. Conb2dar is responsible for aplhoe.nt of ell plants lostdue to inadequate condemn. PlenWxe materiel Not has bark SCaped off (We to shipping, handling. end Insbuation eseuss maybe rejected upon inspection by the LA a Contractor to requesln2pection of project In wttrg if all WO* is satisfactory and complete m accordance web cand0ors of contract documents, then Me owner, its representative, and Landscape anhibct Nap declare the project au.tennauy corryle.. 20 Subs2nral completion constitutes the beginning of guaan.e Per. 10. Contractor to rep2ce rejected plant MNs lava 12l weeks of nouns. 11. Crown plying of any .es or palms is generally not appeared by gla natant arboesl aseocidon standards. Men d is approved, it mud to done inviting. 12. Xeescapng p4mplm au uultired in the Sau262Ma water 3enagemmt misted %escape Plant Guide 2 shall be applied Mumgiloul landscape installation and maintenance. 6102 Hyde Midtown Tree Mitigation & Replacement Plan 8 (2"DBH) Req. replacement trees OR 4 (4"DBH) Required replacementtrees (per 17.6.1) 0 Otsib replacement trees (per 8.1.6.5) $ - Tree Trust fund contribution (per 8.1.6.6) Removed Trees from Existing Site (see Disposition Plan) Tree no. Name 4 5 Cocmbba diversiloha Coccobba drversifo6a Coccobba diversifolia DBH (in.) 4.00 4.00 12.00 On•Site Replacement Trees to be Planted (see Site Plan) Qty. Name Total DBH (in.) Min. 4" DBH Replacement Trees: 4 Coccobba dkersffolia, Pigeon PIJ( 16 4 New 4" Trees b be planted DBH: 16 Min. 2" DBH Replacement Tress: 0 New 2" Trees b he planted DBH: 0 Total Calculated Removed DBH. (see note): 20 4 Total trees to be planted DBH: 'Note: Requirement mei per Chapter 17.6.1.1 Tree Replacement Char'19-24' DBHoEight-2"DBH or Four-4' DBH repfacement6e?s" 161 ' Note: Calculated DBH does notbdude invasive spades, palm trees under 16' and 6'DBH, or trees under 2" DBH and 12' high. CHAPTER 17.6.1.1 TREE REPLACEMENT CHART Total diameter of tree(s) to be removed (sum of Inches at DBH) Total number of replacement trees required (2" DBH minimum each: 12 minimum height) OR Total number of replacement trees required (4" DBH minimum each: 16' minimum height) 1 or 0 2 or 1 4 or 2 13"-18' 6 or 3 19"-24' B or 4 25"-30" 10 or 5 31"-36" 12 or 6 3T'-02" 14 or 7 43"-08" 16 or 8 49,60" 20 or 10 0 20' 4a 8g SCALE: NTS DATE: 10/30/13 N EB L0-00 No copies, transmission, repmduch"on or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission ofARQUITECTONOCA International. All designs indicated in these drawings are the property of ARQUITECTONICA International and are subject to verification by all local and governmental authorities having jurisdiction. Ali copyrights reserved (c) 2013. 0 0 RETAIL 9,200 SF_ y 0 RESTAURANT 4,800 SF HOTEL LOBBY 3,843 SF CAFE' 2,000 SF O RESIDENTIAL LOBBY 4,822 SF HYDE MIDTOWN GROUND LEVEL LANDSCAPE RENDERING SCALE: 1'=40' DATE: 10/30/13 No copies. transmission. reproduction or electronic manipulation of any portion of these drawings on whole or in part arc to be mode without the express written permission of AROUITECTONICA Intemat/onal. All designs indicated in these drawings are the property ofAROUITECTONICA Intemabonat and are subject to verification by all local andgovemmentel authorities having jurisdiction. All copyrights reserved (c) 2073. HYDE MIDTOWN AMENITY DECK LANDSCAPE PLAN 20. 40BO SCALE: 1' 40' DATE: 10/30/13 L- 04)2 No copies transmission, reproduction or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission of ARQUITECTONICA International. All designs indicated In these drawings are the property ofAROUITECTONICA international and are subject to verification by all local eny n1 eJntal authorities having Jurisdiction. All copynnhts reserved lc) 201. 11 ._ Plc Sign iiiingrong HYDE MIDTOWN TREE SURVEY AND DISPOSITION PLAN TREE DISPOSITION TABLE TREE NO. COMMON NAME SCOENTIFIC NAME DIA. IN. HT. FT. CNPY.O FT. STATUS 1 LIVE OAK "Quercus virginiana" 6 14 10 To Remain 2 UVE OAK "Quercus virginiana" 6 14 10 To Remain 3 LIVE OAK "Quercus virginiana" 6 14 10 To Remain 4 PIGEON PLUM "Coccoloba diversifolia" 4 12 12 To Remove 5 PIGEON PLUM "Coccoloba diversifolia" 4 10 8 To Remove 6 PIGEON PLUM "Coccoloba diversifolia" 12 18 16 To Remove 7 PIGEON PLUM "Coccoloba diversifolia" 12 16 17 Tn Remain 8 PIGEON PLUM "Coccoloba diversifolia" 10 18 18 To Remain 9 PIGEON PLUM "Coccoloba diversifolia" 8 18 12 To Remain 10 PIGEON PLUM "Coccoloba diversifolia" 4 12 10 To Remain 11 SOLITAIRE PALM "Ptychosperma elegans" 10 12 16 To Remain 12 SOLITAIRE PALM "Ptychosperma elegans" 8 14 16 To Remain 13 SOLITAIRE PALM "Ptychosperma elegans" 8 14 16 To Remain 14 MAHOGANY "Swietenia mahagoni" 10 22 20 To Remain 15 MAHOGANY "Swietenia mahagoni" 10 22 20 To Remain 16 MAHOGANY "Swietenia mahagoni" 10 22 20 To Remain 17 MAHOGANY "Swietenia mahagoni" 10 22 20 To Remain 18 MAHOGANY "Swietenia mahagoni" 10 22 20 To Remain 19 MAHOGANY "Swietenia mahagoni" 8 16 12 To Remain 20 MAHOGANY "Swietenia mahagoni" 8 12 6 To Remain 21 MAHOGANY "Swietenia mahagoni" 10 20 18 To Remain 22 MAHOGANY "Swietenia mahagoni" 8 20 18 To Remain 23 SOLITAIRE PALM "Ptychosperma elegans" 6 12 16 To Remain 24 SOLITAIRE PALM "Ptychosperma elegans" 6 14 16 To Remain 25 SOLITAIRE PALM "Ptychosperma elegans" 6 14 16 To Remain 26 SOLITAIRE PALM "Ptychosperma elegans" 6 12 16 To Remain 27 SOLITAIRE PALM "Ptychosperma elegans" 6 10 16 To Remain 28 SOLITAIRE PALM "Ptychosperma elegans" 8 16 16 To Remain 29 SOLITAIRE PALM "Ptychosperma elegans" 8 14 16 To Remain 30 SOLITAIRE PALM "Ptychosperma elegans" 6 14 16 To Remain 31 SOLITAIRE PALM "Ptychosperma elegans" 8 10 16 To Remain 32 SOLITAIRE PALM "Ptychosperma elegans" 8 14 16 To Remain 33 ROYAL PALM "Roystonia elata" 20 14 12 To Remain 34 LIVE OAK "Quercus virginiana" 4 18 10 To Remain 35 ROYAL PALM "Roystonia elata" 20 18 12 To Remain 36 ROYAL PALM "Roystonia elata" 20 18 12 To Remain 37 LIVE OAK "Quercus virginiana" 4 18 12 To Remain 38 ROYAL PALM "Roystonia- elata" 18 14 12 To Remain 39 ROYAL PALM "Roystonia elata" 20 18 12 To Remain 40 LIVE OAK "Quercus virginiana" 6 18 12 To Remain 41 ROYAL PALM "Roystonia elata" 20 14 12 To Remain 42 ROYAL PALM "Roystonia elata" 22 16 12 To Remain 43 LIVE OAK "Quercus virginiana" 6 16 12 To Remain 44 ROYAL PALM "Roystonia elata" 16 16 12 To Remain 45 ROYAL PALM "Roystonia elata" 22 14 12 To Remain 46 LIVE OAK "Quercus virginiana" 6 18 10 To Remain 47 ROYAL PALM "Roystonia elata" 18 16 12 To Remain 48 CRAPE MYRTLE "Lagerstroemia speciosa" 8 14 12 To Remain LEGEND 0 To Remove To Remain 20' 40' 60' 80' SCALE: 1"=40' DATE: 10/30/13 �L-ai3 -- 1- 1 No copies, transmission, reproduction or electronic manipulation of anyporhon of these drawings in whole or in part are to be made without the express written permission ofARQUITECTONICA International. All designs indicated in these drawings are the property of ARQUITECTONICA International and are subject to verification by all local and governmental authorities havin/jurisdiction. All copyrights reserved (c) 2013. PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD NATIVE DBH CLEAR TRUNK REMARKS `/vM CD2 4 Caccoloba diversiblm Pigeon Plum 15' 10'-12' yea 4' 4' MES PAIN! CODE CITY BOTANICAL NAME COMMON NAME HEIGHT SPREAD NATIVE DBH CLEAR TRUNK REMARKS BS 16 Bismarckia nobilis 'Silver Saver Bismark Palm 15'0A 18' N 8' n4nlmum NOTES: 1. ALL LANDSCAPED AREAS WITHIN LIMITS OF WORK SHALL BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM WHICH SHALL UTILIZE WELL ANDKIR DOMESTIC WATER SUPPLY. 2. FIRIGATION SYSTEM SHALL BE EQUIPPED WITH RAIN SENSOR 3. IRRIGATION SYSTEM SHALL PROVIDE 101. COVERAGE 41 • f`. l `��'�■1 O s ❑ �M - LUI lu I MAIL ,�:� +t" o �-- Prf��Il 1' HOTEL LOBBY .. � ��/� f RESTAURANT 3,843 5� ` If/` f;/ /L/�=Q" 4,800 SF rr 0 ®- ON �Of=� ..��f� O ] ®�I�� , ❑ CAFE' FC. D .��'I j��//�� - 2,000 SF 2005E RESIDENTIAL'/ //-- LOBBY�/�'4 '�::'id � ❑ ❑ o 0 0 0 1 46275E /`1--- ast i lif•1�/V®lt®� I ■ .�■—■R ■—■—■—■�■ ■—■—■—■—■—lam J—■—■—■—■—■—■�■—L'f—■—■—■�■—■`■'■ ■ ■ L� ■-■_ ,A I 4,!'f •L Zotor suran■i®�®1■iene1■®■1■®■1 a 1■®■ .®■1■1®®®1■1■®11■1■A■1■1■1.en om r ..ice i ........1-1-1.1-1.1-1-1-19999.1-1-1-1-1-1-1-17-P1.1-r1-P19-1.1.1-1-1-199.1-1-1.1-1-1.1-1 -1-►.? IPLLIIIIP 'AWAY �lllY gli11r�11111r�111111111®11111° 11111 "111111111111111111 1■�� 1 ^#i 11----■_1 0_■_■�-J-1-1_--J-I-I---I_■_L�■_■_�-�1-1-L_ 1-1-----1-11111.I 1. �.. "se' HYDE MIDTOWN GROUND FLOOR LANDSCAPE PLAN 20' 40' 60' BIT HARDSCAPE SCHEDULE SYMBOL DESCRIPTION ®» -K. ,a; - PROPOSED HARDSCAPE TO MATCH EXISTING t�om% lit ,fi PLAZA HARDSCAPE STANDARD VEHICULAR C.I.P. BROOM FINISH E EXISITNG BRICK PAVERS SCALE: 1'=40' DATE: 10130/13 ^qDS 1 .6 (1-22. (3— �,,,t;e�_�11,�/-li=z�,-ice ® L1-02 No copies, transmission, reproduction or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission ofARQUITECTONICA International. All designs indicated in these drawings are the property ofARQUITECTONICA International and are subject to verification by all local and governmental authorities having jurisdiction. All copyrights reserved (c) 2013. HYDE MIDTOWN AMENITY LEVEL LANDSCAPE PLAN PLANT SCHEDULE 111EE8 CODE OW BOTANICAL NAME COMMON NAME HEIGHT SPREAD NAME DES CLEAR TRUNK OCA 3 CWs.rse AubgaEfl Tea 10 13-12 y« Tmllimam 4 0 CO2 T Cam1Gea0ereP0m Mann Plum 15 10.12 ,m • CU 5 Ca:WOW wffea Sea Gape H'-is' 15 yes 3 e 0 MF 13 Myncian0ealragans Wind, to IT yes 2. minimum IAA 9A Ve2cnle rm0O101erye6e Mmpomery Palm 15 SHRU E OTY BOTANICAL NAME COMMON NAME HEIGHT SP.AD MOW CI 156 CMyw4Wma laem Coco Plmn KS iA ya CH2 22 CnryemabaelmwHon anblb 1900020 00966I601 5p1 9R 15 Sanwa repnc Sae Palmetla Tf 3 yx NOTES 1. ALL LANDSCAPED AREAS WITHIN LIMITS OF WORK SHALL BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM WHICH SHALL UTILIZE WELL AND/OR DOMESTIC WATER SUPPLY. 2. IRRIGATION SYSTEM SHALL HE EQUIPPED WITH RAIN SENSOR. 3. IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE. HARDSCAPE SCHEDULE SYMBOL DESCRIPTION D DECK PAVING W PLANTING BED i,/\ 2G 6 aD SCALE: 1"=40' DATE: 10/16/13 IDS .1s•l3 — ® `✓L1-03 No copies, transmission, reproduction or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission ofARQUITECTONICA International. All designs indicated in these drawings are the property ofARQUITECTONICA International and are subject to verification by all local and governmental authorities having iarisdiction. All coevn'.hts reserved (c) 2013. 4 b 1 120° 120° TREE PLUMB R PLANTING PIT. TREE TRUNK MR FRICTION GUARDS AS SPECIFIED. G1Y1NG MIRE AS SPECIFIED. THEE 2" DIAN X E P.T. /--- WOW STAKES AS SPECIFIED. 2" TO S FINE STRAW MULCH (PINUS El!)0116). REMOVE TOP 1/3 BURLAP AND MBE CAGE FROM RO01BAL I I 111-111 =111-I =111=1 11I-F I=111- 11=III 11-I I I -I I-1 III=1 =III=1 1=III= 1=111 '-III, 'III-1-111-111111- ® TYP. SMALL TREE STAKING (3" CAL. OR <) SCALE: N.T.S. OVERALL DIMENSION TO PROTECT ROOTS SECTION O TREE PROTECTION PLAN SCALE'. N.T.S. BNB OR CONTAINERIZED RDOIBALL SEE SPECIFICATIONS FOR RWIBALL RECRIREN TITS SOIL BERM TO NOD WATER. PLANTING SOL AS SPEWED. SN GRADE ROOMA11 ON UNDISTURBED 9UBRADE. UNDISTURBED SUBGRADE NOTES : 1. CON1NACTW TO ASSURE PERCOLATION IN TREE FITS 2. TOP OF ROOTBAL SHALL BE 3" ABOVE FRESH GRADE AFTER SETTING. APPROX. DRIP LINE 2"X2" WOOD OR METAL POSTS PLASTIC OR WIRE MESH ATTACHED TO EACH 2" X2" POST NOTE: BARRIER TO FORM CONTINUOUS CIRCLE AROUND THE TREE OR GROUP OF TREES HYDE MIDTOWN PLANTING DETAILS 120° 120° —1 ROTES I. CONTRACTOR TO ASSURE PENCE A1101 IN TREE PITS 2 TOP OF RW1BALL SHALL BE 3" ABOVE PERISH GRADE SET TREE PLUMB IN PLANING PIT. PROTECT TREE TREK MIN FRICTION WARDS AS SPECIFIED. GUYING MRE AS SPECIFIED. HATE SURVEYORS TAPE ON WY ORES ABOVE N BELOW NANO 1EN0ONERS RP. AND TENSIONER AS SPECIFIED. Rd01E TOP 1/3 BURLAP AND MRE CAGE FROM ROOTBAL 2" TO S PIE STRAW MULCH (PROS EWOTIII) PLANTING SOL AS SPEWED. IRMPORARY SOL BERM 10 RGD WATER. ANCHOR STARE AS SPEWED. FINISH GRACE. BNB W WNTA1ERI ED RXNBAIL SEE SPE0FICATNINS FOR RWIBALL 1. REWRETENii 1 _• m. NIL.— SEETTCROOE� UNDISTURBED DISTRBED I II1-11I. I11-1II-1II.. 1=BNDIB, SUBORADE- (3) TYP. LARGE TREE STAKING (4" CAL+) SCALE: N.T.S. i BARRIER MATERIAL APPROX DRIP LINE ROOT BOUNDARY TO BE PROTECTED — TREE TRUNK BRACE TREE NOTES I. 9E PLANS AND SPECS FOR PALMS NTH BOOTS TO BRAIN ON TRUNK 2 FINAL TREE STRONG DETAILS AND PLACEMENT TO SE APPROVED BY LANDSCAPE AR0RIECT. 3. CONTRACTOR SHALL ASSURE FERMA110N OF AL PANTING PITS PION TO INSTALLATION. SET TREE PLUMB R RANTING PT. PRUNE AND TIE FMCS MTH HEMP TRINE KNOW ANY BRGQN OR DAMAGED BRANDIES TWO LAYERS GF BURLAP TO PROTECT TRUNK AS SPECIFIER TWO GAM. STEEL BABAS TO STORE BATTENS AS SPORED. FOUR P" X B" X 12" P.T. MOOD BATTENS AS SPECIFIED 3 2'x0"x EP.T. WOOD BRACES AS SPEaFIED. M TO FIT WOW BATTENS AND STAKES. O EL OR NM. TO STAKES AND BATTENS D0 NOT NM. BATTENS TO TRUNK. REARM BURLAP FROM UPPER 1/3 OP R001BALL T TO 3" PINE STRAW MIN.CII (pews RUOTR) CLEAN COARSE SAND BA0OTLL AS SPECIFIED. TBW Wr SOL BERM TO MOD WATER 7Xs" X 3' LONG P.T. MOOD ANCHOR STAKES AS SPEWED. FINISH GRADE UNDISTURBED STRGRADE SET RW1BAL CN UN0SIIMBED 11 =11I-_((-_I "MM. =�11 11_ 1H 1, 11 lit II,O TYPICAL PALM PLANTING DETAIL SCALE: N.T.S. SPACING CENTER 1D CENTER 'X INCHES OR 'X FEET SEE RANT UST - NOTES SMALL PANT SPACING N.T.S. SET BASE STEM 1" NOERINAN FINISH GRADE TD 3" PRE STRAW MULCH (PHIS El.OTRI) FINISH GRADE AIMED -RI CLAN BAG( FMLSEE SPE00CA0ON0 UNDISTURBED SOL SHRUB&GROUNDCOVER PLT. DET. SCAT E N T.S. aAl 3(.L1 3 -- 17$.13 BR Va.'"= s yprwtl 2040' 00' 80' TAi SCALE: NTS DATE: 10/30/13 ® L5-01 No copies, transmission, reproduction or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission ofARQUITECTONICA International. All designs indicated in these drawings are the property of ARQUITECTONICA International and are subject to verification by all local and governmental authorities having jurisdiction. All copyrights reserved (c) 2013.