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Submittal - Richard Alayon - Motion to Grant Blue Lagoon Condo Assoc. Party Status
• • • In Re: File ID #4856, Item #PZ.8 on Agenda for October 25, 2018 Meeting, Property Located at 4865, 4875, & 4885 NW 7 St., Miami, FL 1 Submitted into the public record for itern(s on City Clerk IN THE CITY COMMISSION IN AND FOR THE CITY OF MIAMI, FLORIDA FILE NO.: 4856, Item# PZ.8 on the Agenda for the Commission Meeting of October 25, 2018 MOTION TO GRANT BLUE LAGOON CONDOMINIUM ASSOCIATION PARTY STATUS For the reasons stated below, Blue Lagoon is requesting the Commission recognize that it is entitled to Party Status as a Qualified Intervenor on item PZ.8 on the agenda for the Commission meeting on October 25, 2018 (File ID #4856, hereinafter referred to as "the Item" or "the Rezoning Request"), as defined in sub -sections 7.1.4.3 (d) and (g) of the Miami 21 Code. BLUE LAGOON IS A COMMUNITY OF OVER 600 UNITS LOCATED IMMEDIATELY WEST OF THE PROPERTY THAT IS THE SUBJECT OF THE REZONING REQUEST First, Blue Lagoon is a Condominium Association that is located immediately adjacent to the western boundary line of the property that is the subject of the Rezoning Request and the plan linked to this Rezoning Request by the proffered covenant (the "Linked Plan"). Blue Lagoon is composed of four buildings located at the following property addresses: 5099, 5091, 5085, and 5077 NW lit' St., Miami, FL 33126, and is identified by folio # 01-3131-032-0001. See Survey dated September 6, 20171 and Property Appraiser's records:2 The legal description of Blue Lagoon's property is as follows: PARCEL 1: Tracts A & B of BLUE LAGOON APARTMENTS, according to the plat thereof as recorded in Plat Book 153, Page 27, of the Public Records of Miami — Dade County, Florida. i Such Survey is attached to this motion as Exhibit "1". 2 Blue Lagoon's Property Appraiser Records are attached to this motion as Exhibit "2". 135 San Lorenzo Avenue, Suite 820, Coral Gables, Florida 33146 Phone: (305) 221-2110 Facsimile: (305) 221-5321 425,0-Sapfn Jdal- R,L.6a,J --MAdon-(vkA(214s) BIvt Submitted into the public record for item(s) PZ.8 on LO/IVItil, City Clerk File No. 4856; Commission Agenda Item P18, October25, 2018 Motion to Grant BIue Lagoon Condominium Association Party Status Page 2 of 5 PARCEL 2: Non -Exclusive Easement for the benefit of Parcel I, created by that certain Declaration of Easement recorded August 25, 1986 in Official Records Book 12999, Page 326, Public Records of Miami - Dade County, Florida, for ingress and egress, over and across the lands described in said instrument. See Declaration of Condominium3, and the plats located at Plat Book 28 at Page 104 and Plat Book 153 at Page 275. The location of the property that is the subject of the Rezoning Request and the Linked Plan is located at 4865, 4875, & 4885 NW 7 St., Miami, FL 33126, which is immediately adjacent to Blue Lagoon's Property. See Property Appraiser's records. 6 THE RESIDENTS OF BLUE LAGOON CAN ONLY ACCESS A PUBLIC ROAD VIA AN EASEMENT SITTING ENTIRELY UPON THE PROPERTY MAKING THE REZONING REQUEST Further, and importantly, Blue Lagoon's only access to a public right of way is the easement described in PARCEL 2 of the legal description above. This easement sits entirely on the property that is the subject of the Rezoning Request and the Linked Plan. See Survey dated September 6, 2017 and Plat located at Plat Book 153 at Page 27. 7 BLUE LAGOON'S INTERESTS IN THE PROCEEDING WILL BE AFFECTED IN A MANNER GREATER THAN THOSE OF THE GENERAL PUBLIC DUE TO THE IMPACT THE PROPOSED ZONING CHANGE AND LINKED SITE PLAN WILL HAVE ON BLUE LAGOON'S MEMBERS' ABILITY TO ACCESS THEIR HOMES Blue Lagoon's interests are adversely affected by the Rezoning Request and Linked Plan in a manner greater than those of the general public because should the Commission grant the 3 Excerpts of Blue Lagoon's Declaration of Condominium are attached to this motion as Exhibit "3" 4 Such Plat Map is attached to this motion as Exhibit "4". i Such Plat Map is attached to this motion as Exhibit "5". G The Applicants' Property Appraiser Records are attached to this motion as Exhibit "6". ' The Easement attached to this motion as Exhibit "7". 135 San Lorenzo Avenue, Suite 820, Coral Gables, Florida 33146 Phone: (305) 221-2110 • Facsimile: (305) 221-5321 Submitted into the public record for item(s) PZ.8 on 1tf 25/18, City Clerk File No, 4856; Commission Agenda Item P2.8, October 25, 2018 Motion to Grant Blare Lagoon Condominium Association Party Status Page 3 of 5 Rezoning Request (and by implication approve the Linked Plan), such approval will adversely affect Blue Lagoon's members' only road that affords access to their homes. The Rezoning Request appears to be part of a plan to add more floors and more building area (via an increase in permitted floor -to -lot ratio) to the proposed development, which will result in cramming more people into a small area with very limited access to public rights of way. Specifically, should the Rezoning Request be granted by the City Commission (and the Linked Plan irnpliedly approved), the Association Members will have difficulty accessing their homes at Blue Lagoon due to increased gridlock on the only road that connects the Blue Lagoon property to a public right of way. Blue Lagoon has commissioned a traffic study to determine whether its traffic concerns are merited, and the results of that traffic study show, as common sense implies, that should the property be developed per the Linked Plan, it would cause serious gridlock not only on the access road to Blue Lagoon, but also on Northwest Seventh Street. 8 Given the current state of affairs concerning this Agenda Item, and the findings of the traffic study commissioned by Blue Lagoon concerning the impact that the proposed intensity increase in the neighboring property's zoning would have on the traffic flow through Blue Lagoon's easement, Blue Lagoon's firndamental interest of access is at risk. CONCLUSION For all the reasons stated above, Blue Lagoon represents the classic case of a qualified intervenor as defined in sub -sections 7.1.A.3 (d) and (g) of the Miami 21 Code. Regardless of any claim by the Applicants that Blue Lagoon will not be harmed by development based on the Linked Plan, Blue i.agoon must be granted the due process rights it is entitled to as a qualified intervenor, including the right to challenge the evidence and testimony put forth by the fhe Blue Lagoon traffic study is attached to this motion as Exhibit "$". 135 San Lorenzo Avenue, Suite 820, Coral Gables, Florida 33146 Phone° (305) 221-2110 k Facsimile.. (305) 221-5321 Submitted into the public record for item(s) PZ.8 on 10/255/18, City Clerk Tile No. 4856; Commission Agenda Item P2.8, October 25, 2018 A/lotion to Grunt Blue Lagoon Condominium Association Party Status Page 4 of 5 Applicants to support their claim. The Commission should not put the cart before the horse and impose the absurd requirement that Blue Lagoon prove its case before being given the right to introduce evidence to prove its case. Therefore, Blue Lagoon seeks the status of a qualified Intervenor and Party to the proceedings concerning Agenda Item PZ.8 in the Commission Meeting Agenda for October 25, 2018 (File ID #4856). WHEREFORE, Blue Lagoon Condominium Association requests that the commission recognize that it is entitled to Party Status as a Qualified Intervenor on item PZ.8 on the agenda for the Commission meeting on October 25, 2018 (File ID #4856) as defined in sub -sections 7.1.4.3 (d) and (g) of the Miami 21 Code. Dated October 24, 2018 Respectfully Submitted, By: Isl Richard A/uvon Richard A. Alayon, Esq. Florida Bar No.: 934290 Patrick A. Alayon, Esq. Florida Bar No.: 0111330 ALAVON & ASSOCIATES, P.A. 135 San Lorenzo Avenue, Suite 820 Coral Gables, Florida 33146 Phone: (305) 221-2110 Fax: (305) 221-5321 Email: pleadines;a alayonlaw.conn ralayon(ci alayoniaw.com ralayon(rjalavonlaw.coni Enclosures: 1) Official Survey of Blue Lagoon Condominium property dated September 6, 2017 2) Miami -Dade County Property Appraiser's records for Blue Lagoon Condominium Property 135 San Lorenzo Avenue, Suite 820, Coral Gables, Florida 33146 Phone: (305) 221-2110 - Facsimile: (305) 221-5321 Submitted into the public record for item(s) pZ.8 on 10125/18, City Clerk File No. 4856; Commission Agenda Item PZ.8, Gcto6er 25, 2018 Motion to Grant 8hre Lagoon Condominium Association Party Status Page 5 of 5 3) Excerpts of the Declaration of Blue Lagoon, a Condominium, recorded at OR Book 23710, at page 3703 of the Public Records of Miarni-Dade County, Florida 4) Original Plat Map referenced in Easement, recorded at Plat Book 28, at page 10 of the Public Records of Miami -Dade County, Florida 5) Updated Plat Map showing Blue Lagoon Property, recorded at Plat Book 153, at page 27 of the Public Records of Miami -Dade County, Florida 6) Miami -Dade County Property Appraiser's records for Applicant's Property 7) Easement for Access dated August 18, 1986 and recorded at OR Book 12999, at page 326 of the Public Records of Miami -Dade County, Florida 8) Intersection Traffic Study Prepared by R.J. Behar and Company, Inc., dated July 5, 2018. 135 San Lorenzo Avenue, Suite 820, Coral Gables, Florida 33146 Phone: (305) 221-2110 • Facsimile: (305) 221-5321 DVEDDE Vr$PCD, t•SONET POODODOODE 131,JC "(11,,N1 TAMIANII CAAAL , o'r V= PEN PO+, Davo) v t" Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Exhibit .1. rrr f AIRPORT DRIVL. VC—VD7rrOrVerVOhiiii-V7 trxr.rkrrrxretr NW 701 STREET EWE 44000R SURVEYOR'S REPORT ',MIAMI CAN... 'VIVO rr Froi DVE7 VrPier, ODE .,rrvrovv. MKT, 1, two ry P.VX ,V,4 Tr, WV vvvi.vo rre ,rrri.grrrrir, r rr frt., rrrr: rikom,r,rr PARCer 2,arr ,rerrrer,,,,r,r rrrxi wr Arro,r,rx.1 r e,r41rrrr-rDrxr.r,,, Iv v.v., v,..rmrrvtv vorv. or, vv.,. vv. r v5o -4" P IVO STORRS OD IL&N0— C ERE FPS TO1 1 `,""" "Y"'", ”P, TY..k111:1111111.KAJ,...c. 0 1 Dor. conDvi rivto ivefav 5/15/2018 1 Prooertv Search Aoolication - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Detailed Report Property Information Folio: Property Address: Owner Mailing Address PA Primary Zone Primary Land Use 2- REFER 61 06 RF_SIDENT1A L - L IB ERA L RETA I 0000 REFERENCE FOLIO ds Baths / Half Floors iving Units Actual Area 0 / 010 0 iving Area Adjusted Area t Size Year Built 0 0 Sq,Ft 0 Sq,Ft 0 Sq.F1 0 Sq.Ft 0 Assessment Information Year Land Value funding Value XF Value Market Value Assessed Value 2017 $0 0 2015 $0 Benefits Information Benefit Type I 2017 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. Coun(y, School Board, City, Regional). Generated On : 5/15/2018 vrt Taxable Value Information County ExerrIion Value Taxable Value School Board errption Value Taxable Value City Exemption Value Taxable Value Regional Exemption Value Taxable Value 2017 20161 2015 SO $ 0 —1 $0' $0 $0 $0 $0 $01 $C) $01 $0 $01 $0 0 $0 $0 The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thiswebsite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://wwidyrniamidade,goviinfo)dialaimer asp Version. Exhibit "2" Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk https://www.miamidade,gourpropertysearchtg/report/details 1/5 5/15/201 S Properly Search Aoolicalion - Kam -Dade Cc unty .0X11.4OFFICE OF THE PROPERTY APPRAISER Generated On 511512G Property Information Folio: 01-3131-032-0001 Property Address: Roll Year 2017 Land, Building and Extra --Feature Details Land Information Land Use Muni Zone PA Zone Linit Type Units CaIC Value Building Information Building Number Sub Area Year Buift I Actual Sq_Fl. Living Sq.FL Ad] Sg.FI.I Calc Value! Extra Features Description Year 8uill ] Unilsr Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebate may nat reflect the mast current information on record. The Properly Appraiser and Miami -Dade County assumes no liability, see fuli disclaimer and User Agreement at htlp:llwvwu.miamidade.govlinfoldisclaimer.asp Verson Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Generated On 5/15/2018 Property Information Folio: 01-3131-032-0001 Property Address: Roll Year 2016 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value Building Information Building Number Sub Area Year Built Actual Sq.Ft ! Living Sq.FL[ Adj Calc Value a Features cription Year Built Units Calc Value The Office of the Properly Appraiser is continually editing and updating the tax roll. This webale may not reflect the most current information on record. The Properly Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.goy/info/disclaimeraso Version: Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 5/15/2018 Properly Search Aooli cation - Miamt-Dade County OFFICE OF THE PROPERTY APPRAISER Generated On 5/15/20 Property information Folio: 01-3131-032-O001 Property Address: Roll Year 2015 Land, Building and Extra -Feature Details Land information Land Use Muni Zone PA Zone unit Type Units Calc Value Building Information Building Number Sub Area Year Bulk Actual Sq.Ft. Living Sq.Ft. Adj Sq_Ft.l— Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thiswelssite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and Ur Agreement at http:://www.miamidade.govlinfoldisclalmer.asp Verston Submitted into the public record for item(5) PZ.8 on 10/25/18, City Clerk Properly Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Generated On 5/15/2018 Property Information Folio: 01-3131-032-0001 Property Address: FullFuH Legal Description BLUE LA GOON CONDO ELAGooNAFRTMErfrS P8 153-27 TRACTS A & B AS DESC IN DEC OR 23710-3703 LOT SIZE 217800 SO FT FAU 01-3131-031-0010 Sales Information R-evious Sale Price, OR Book -Page Qualification Description The Office of the Properly Appraiser is continual' y editing and updating the tax roll. Thiswebsite may not reflect the most current information on record. The Properly Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://wwwmiamidade.goviinfo/disclaimecasp Version: Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Submitted into the public record for item(s) PZ.8 on 10/Z5/18, City Clerk Recording Cover Page 111111111111111111111111111111111111111111111 C F IA 217113 5.511:1JE3 91.92.6 DR Bk 73710 P9s 3703 - 3691; (1B9p9s RECORDED 01123/2005 12:4435 HARVEY RAIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA "Declaration of Blue Lagoon, A Condominium" After Recording Please Return To: FIELDSTONE LESTER SHEAR & DENBERG 201 Alhambra Circle, Suite 601 Coral Gables, Florida 33134 Exhibit Book23710/Page3703 CFN#20050891986 Page 1 of 189 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk EXHIBIT 1 TO DECLARATION OF BLUE LAGOON, A CONDOMINIUM LEGAL DESCRIPTION AND SURVEY PARCEL 1: Tracts A & B of BLUE LAGOON APARTMENTS, according to the plat thereof as recorded in Plat Book 153, Page 27, of the Public Records of Miami - Dade County, Florida. PARCEL 2: Non -Exclusive Easement for the benefit of Parcel 1, created by that certain Declaration of Easement recorded August 25, 1986 in Official Records Book 12999, Page 326, Public Records of Miami - Dade County, Florida, for ingress and egress, over and across the lands described in said instrument. Book23710/Page3735 CFN#20050891986 Page 33 of 189 Submitted into the public record for item(s)PZ.8 on 10/25/18, City Clerk EXHIBIT zroDECLARATION ov BLUE LAGOON, aCONDOMINIUM SURVEY - PLOT PLAN - FLOOR PLANS BVok23710/Page3730 CFN#20050891986 Page 34Of1E3S Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk A CONDOMIN UM STATE OF FLORIDA SS COUNTY OF MIAMI-DADE BEFORE ME, the undersigned authority duly authorized to administer oaths and take acknowledgements, personally appeared DANIEL C, FORTIN, by me well known and known to me to be the person hereinof ter described, who being by me first duly cautioned and sworn, deposes and says on oath as follows, to wit: 1. That he is duly registered and duly licensed land surveyor authorized to practice under tne laws of the State of Florida. 2. Affiant hereby certifies that the CONSTRUCTION OF THE IMPROVEMENTS shown within this Exhibit 2, is substantially complete, so that this Exhibit 2, together with the provisions of the Declaration of Condominium describing the Condominium Property, is on accurate representation of the location and dimensions of the improvements and so that the identification, location, and dimensions of the limited common elements and of each unit can be determined from these materials. 3. And further, that all planned improvements, including, but nat limited to landscaping, utility services and occess to the units identified herein and common element facilities serving the herein identified units have been substantially completed in accordance with the provisions of Florida Statute 718.104. 4. Elevations shown hereon are relative to City of Miami Bench Mark Elevation +5.715, located at the top of curb in the intersection of NW 7th Street & NW 53rd Avenue, (Elevation +5.455, National Geodetic Vertical Datum of 1929). URTHER AFFIANT SAYETH NAUGHT. FORTIN, LEAVY, SJ E,C., LB3653 Y; Daniel C. Fortin, For The Firm PROFESSIONAL SURVEYOR AND MAPPER LS2853 State of Florida STATE OF FLORIDA SS COUNTY OF MIAMI-DADE The foregoing instrument was C. FORTAN who is personally known to me and who did not toke an oath. NOT RY PUBLIC— S ido acknowledged before before rne this March 15, 2005 by DANIEL SUSAN P. KAY MY ODMMiSSION DD1OM EVIRF-Si April C*.200:i I. wsni As., Ca FORTIN, TJEAVY, KILES, C. CONSULTING ENGINEERS, SURVEYORS & PERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 00003653 180 Northeast 168th. Street / North Miami Beach, Florida_ 33162 Phone: 305-653-4493 / Fax 305-651-7152 / Email fls@flssurvey.com ................ Date March 15, 2005 Dwg No. 6004— 046 ; Job. No. 042469 EXHIBIT 2 SHEET 1 OF 99 Book23710/P-age3737 CFN#20050891986 Page 35 of 189 Submitted into the public record for ite-n(s) P2.8 on 10125/18, City Clerk Blue Lagoon A CONDOMINIUM LEGAL DESCRIPTION: Tracts "A" and "8" of BLUE LAGOON APARTMENTS according to the plot thereof as recorded in Plat Book 153 at Page 27 of the Public Records of Miami —Dade County, Florida. SUFVEYOR'S NOTES: — This site lies in Section 31, Township 53 South, Range 41 East, City of Miami, Miami —Dade County. Florida. — All documents ore recorded in the Public Records of Miami —Dade County, Florida unless otherwise noted. — Lands shown hereon were not abstracted for easements and/or rights —of —way of records. — Bearings hereon ore referred to an assumed value of N01'38'30"E for the West line of Tract "A` of BLUE LAGOON APARTMENTS, and evidenced by one (1) found nail & disk and one (1) found 1/2" pipe. — Elevations shown hereon are relative to City of Miami Bench Mark Elevation +5.715, located at the top of curb in the intersection of NW 7th Street & NW 53rd Avenue. (Elevation +5.455, Notional Geodetic Vertical Datum of 1929) — Lands shown hereon were based on Flaod insurance Rate Map os supplied by the Federal Emergency Monagement Agency and ore relative to National Geodetic Vertical Datum of 1929, Located in Federal flood Zone AE (EL 8) per Community Pone! No. 120650 0190 J, dated March 2, 1994 and index mop revised Juty 17, 1995. — Dimensions indicated hereon are field measured by electronic measurement, unless otherwise noted. — Lands shown hereon containing 217,759 square feet, or 4.999 acres, more or less. Precision of closure 1:10,000 — Commercial Class Survey. — Roof overhang not located unless otherwise shown. — Underground improvements and/or underground encroachments not shown unless otherwise indicated. — The underground utilities shown hove been located from field survey information and existing drawings. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant (hot the underground utilities shown are in the exact lacotion indicoted although he does certify that they ore located as accurately as possible from the information available. The surveyor has not physically located the underground utilities. — Legal description shown hereon furnished by client. - SURVEYOR'S CERTIFICATION_ a I hereby certify that this "boundary Survey" wos mode under my responsible charge on January 31, 2005, and meets the Minimum Technical Standards as set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61G17-6, 3 Florida Administrotive Code, pursuant to Section 472.027, Florida Statutes. ���� 'Not valid without the signature and the original raised I4111i. .. 8 seal of a Florida Lic . Sury yar and Mapper' so ▪ .0 r7 ILES, INC., LB36 3 ; LT n o e REO. LEGAL DESCRIPTION, NOTES AND CERTIFICATE EXHIBIT 2 SHEET 2 OF 99 Daniel C. Fortin, For The Firm Surveyor and Mapper, LS2853 Stote of Florida. Book23710/Page3738 CFN#20050891986 Page 36 of 189 111 Blue Lagoon A CONDOMINIUM POOTI. OP MCP lip "...7 Cr T.t norTIOrl. TAO Pi UP ar OPOTIOM 4.4t 4,114 WTI •OOTOtoor Pr TU.i, PAM, OPll Jo Pa IQ, NW 47 t h STREET GRAPHIC SCALE 50 100 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 700 .PILLOP Pa, I Tub' Thar P. up or moor. LYON .4711 oire SOWTVALT Of 1,11.90 CA104. mi.. PO, Po SURVEY ( IN FEET ) 1 inch = 100 ft. EXHIBIT 2 Pt SHEET 3 OF 99 Book23710/Page3739 CFN#20050891986 Page 37 of 189 Exhibit C r r r I J 11.11 J 1/4. • .L . - M1C1 ri 4 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 1 ,__. ,— .7 _ ------, 1 , \.. ;.- , r . ,.._ , - --,„ c ' • JON, N.-- .. - — l' 1 1 .,2 -1 - 1 '''' ',.1. ,) 1 r,r...e./Y7i 1 ! I _ I I ' - J I -1 1 L. _ ...0 -I I- 11 55- 1 r _ __ i 1 1 '5'5 _I 1 : • - 54.- 1 I -1 q i 1 i ,.... _ .1 ,......4.06.4..! L _th!, 4,,-..i, ,,, ,.... - r - -, f ! -5 r — -1 i -s:6,-.1.C3 ' 1 1 ....4Z-'1!thY....1 i , 1 1 d' 1 e, • , i r • • ...., 73 ' -1 .. ,.i.-..4,4- z,r • , y • - STPECT: 54. ecninve-c. 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Exhibit "5 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk �'s OFFICE OF THE PROPERTY APPRAISER 10/23/2018 Property Search Aoolicalion - Miami -Dade County Summary Report Property Information Folio: 701-3131-010-0053 Property Address: Owner NTERCONTINEYTAL NVESTMBVT BANKERS INC Mailing Address 3187 ROYAL ROAD COCONUT GROVE, FL 33133-5909 PA Primary Zone 7703 MARINE ACTIVITY RELATED Primary Land Use 1081 VA CANT LAND- COMMERCIAL ; VACANT LAND Beds 1Baths !Half 010/0 Floors 0 Living Units 0 Actual Area 0 Sq.F1 Living Area 0 ,eq.Ft Adjusted Area 0 Sq,Ft Lot Size 216,057.6 Sq.Ft Year Built 0 Assessment Information Year 2018 2017 2016 Land Value $2,480 $2,480 $2,4803 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $2.480 $2,480 $2,480 Assessed Value $2,480 $2,480 $2,480 Benefits Information Benefit Type 2018 2017 2016 Note: Not a1 benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional) Short Legal Description 3153414.96AC SUB OF PB 28-10 p1TR2 PORT COVE NO 2 l7FSC COMM SE COR OF COVE NO 2 TH 1N1114FT N 01 DEG Generated On ' 10/23/2018 Taxable Value 'Information 20181 20171 2016 County Exemption Value $01 $0 Taxable Value $2,4801 $2,480 $2,48u School Board Exemption Value $0 $0 $0 Taxable Value $2,480 $2,480 $2,480 City Exemption Value $Of $0 S0 Taxable Value $2,4801 $2,480 $2,480 Regional Exemption Value + $0q $0 $0 Taxabte Value } $2,480 $2.480 $2,480 Sales Information Previous Sale Price OR Book -Page Qualification Description j The Office of the Property Appraiser isconllnually editing and updating the tax roll. Thiswebs/Le may not reflect the most current information on record. The Properly Appraiser and Miami -Dade County assumes no liability. see Lull disclaimer and User Agreement at http:/hAwnimiamidade.goy/info/dislaimerasp Version: Exhibit It 6 Tl Submitted into the public record for item(s) PZ.S on 10/25/18, City Clerk Market Value Assessed Value 20171 2016 $919,1691 $919,169 0 10/23/2018 Property Search Andication - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property no a n Folio: Property Address: -0 0-0052 Mailing Address PA Primary Zone Primary Land Use Beds / Baths / Half Floors ing Units Actual Area !7 AT BLUE LAGOON LLC 13187 ROYAL RD COCONUT GROVE, FL 33133 USA 6106 RESIDENTIAL -LIBERAL RETAI ' 0081 VA CANT RESIDENTIAL : VACANT LAND 0 / 0 10 0 0 Living Area Adjusted Area Lot Size Year Built 0 Sq.Ft 10 Sq.Ft 0 Sq.Ft 43,255 Sq.Ft 0 Assessment Information 'ear - ',tend Value $1,103,002 2018 Building Value . XF Value 0 $01 1— $1,103,0021 $919,169 $01 $0 $1,011,0851 $919,169 Benefits Information Benefit Type 20 8 2 17 2016 Non -Homestead Cap 4Assessrrnt Reduction 4 $91917 $29,415 Note: Not all benefits are applicable to all Taxable Values (i.e. County School Board. City, Regional), Short Legal Description 41 .99 AC SUB OF PB 28-10 OF TR 2 DESC BEG 1 433.41 FTVV & 285.12FTN OF SE COR OF SEC TH W77.23FT N601.61FT NELY5.64FT N Generated On 10/23/2018 71111111111,11111111111'1111111111A Taxable Value Information Coun y Exerrption Value Taxable Value School Board errdion Value Taxable Value City 2018 2017! 2016 so 0 so $1,011,085 $919,1691 $889,754 sor $0 $1,103,002 $919,169i 0 919,169 r--- Exert -lotion Value $0' $91 $0 Taxable Value 1 $1,011,085 $919,169 $889,754 Reoional Exerrtion Value $al $0 $0 Taxable Value $1,011,0851 $919,169 $889,754 Sales Information Previous Sale 06/10/2016 03/06/2014 07/08/2012 07/08/2012 Rice OR Book -Pagel Qualification Description $100 30117-2122 1Corrective, lax or QC,D; min consideration 51001 29062-3023 'Corrective, tax or QCD; min consideratio—r; 28185-0069 !corrective, tax or QCD; rrin consideration , 00'1 28181-3884 larreClive, lax or QCD; rrin consideration $100 The Office of the Property Appraiser is continually editing and updating the tax roll. This weble may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement al http://wwwmiamidade,gov/into/disclaimecasp Version: Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 10/23/2018 ProoerlvSearch Aoolication- Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report 1 Property Information Folio: 01-3131-010-0050 Property Address: 4865 tVW7 ST Marra, FL 33126-2101 Owner 7 AT BLUE LAGOON LLC Mailing Address 3187 ROYAL RD COCONUT GROVE FL 33133 USA PA Primary Zone 6106 RESIDENTIAL -LIBERAL RETAI Primary Land Use0081 VACANT RESIDENTIAL VACANT LAND Beds lBaths lHalf 01010 Floors 0 Living units 0 Actual Area 0 Sq.FI Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 126,872 Sq.Et Year Built 0 Assessment Information Year 2018 2017 2016 Land Value $3,230,136 $3,014,794 $3,014,794 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $3,230,136 $3,014,794 $3,014,794 Assessed Value $3,230,136 $3,014,794 $3,014,794 Benefits Information Benefit Type 2018 2017 2016 Note: Not all benefits are applicable to at Taxable Values (Le. County, School Board, f3ty, Regional)_ Short Legal Description 31 53 41 2.91 AC SUB OF R3 28-10 PORT OF TR 2 DESC BEG 40.02FTN & 1114F1W OF SECOR OF SEC CANT IN OFT N145.10FT W160FT N100FT Generated On : 10/23/2018 Taxable Value information 2018 2017 2016 County Exemption Value $0 $0 Taxable Value 53,230,136 $3,014,794i 53,014,794 School Board Exemption value $0 $0 $0 Taxable Value $3.230,136 $3,014,794 $3,014,794 City Exemption Value $0 $0 $0 Taxable Value $3,230,13B $3,014,794 $3,014,794 Regional Exemption Value $0 $0 $0 Taxable Value $3,230,136 $3,014,794 $3,014,794 Sales Information Revious Sale Price OR Book -Page Qualification Description 06/10/2016 $100 30117-2118 Corrective, tax or QCD, mil consideration 03/06/2014 $100 29062-3018 Corrective, tax or QC:), rrin consideration 07/08/2012 $100 28185-0076 Corrective, tax or QC3?; not consideration 0710812012� $0 28749-0052 Corrective, tax or QCD; min consideration The Office of the Property Appraiser iscontinually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full diaJaimerand User Agreement at http:/lww.tmiamidade.govftntoldisciaimer.asp Veron: Submitted into the public record for item(s) PL8 on 10/25/18, City Clerk 10/23/2018 Prooertv Search Application- Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: -010-00 Owner ailing Address CAROLINE WEISS 3187 ROYAL ROAD COCONUT GROVE, FL 33133 USA PA Primary Zone 6106 RES IDENTIA L-LIBERAL RETA I 0081 VACANT RESIDENTIAL Primary Land Use VACANT LAND BedsBaths JHa /0 Floors [Living Units 0 lo Actual Area Living Area Adjusted Area Lot Size Year Built Assessment Information Land Value Building Value XF Value Market Value Assessed Value 0 Sq.Ft 0 Sq.Ft Sq.Ft !130,639 Sq.Ft -- '0 2018! $333t294t $0 $0 $3,331,294 31,294 2017 2016 $2,776,079 $0 $2,776,079 $0!,30 $2,776,0791 $2,776,079 $2,776,079 $2,687,243 Benefits Information nefil Type 2018 Non -Homestead Cap IASseSSmenl Reduction Note: Not all benefits are applicable to all Taxable Values (Le. Board, City, Regional). 2017 2016 $88,836 unty, School hort Legal Description 41 3 ACM/I_ UB OF PB 28-10 PORT OF TR 2 DESC BEG 1114 285.14FTN OF SE GOR OF SEC TH 4,92FT N242.27FTNELY AD Generated On : 10/23/2018 Taxable Value Information Coun 2018 2017, 2016 on Value $0 Taxable Value hool Board eruption Value Taxable Value 0 $0 33,331,294 ! 32,776,079 $2,687,243 ^ $0 $0 $3,331,294, 32,776,079i $2,776,079 City Exerr lion Value I $0! $0 $0 Li Taxable Value 1 $3,331,294 $2,776,079 $2,687,243 gional Exerrijlton Value SO Taxable Value $3,331,294 $0 _ $2,776,079 SO $2,687,243 Sales Information Previous Sale 12/19/2017 12/19/2017 03/06/2014 OR Book -Page Qualification Description 0 30801-2236 Corrective, lax or OCD-, min consideration 00, 30801-2240 Corrective, tax or QM; min consideration 07/08/2012 00 00 29062-3021 Corrective, lax or QCD; min consideration 28181-3882 !Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This websile may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://wwwmiamidade.gov/info/disclaimerasp Versiom Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk FJ24I,2016 Exhibit. 1r 7 II Miami -Dade Omcial Records - Print Document • 1386 AUG25 PN Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 86R288711 W I2999n8 326 DEC6ARATJDS OF EASEMENT THIS DECLARATION OF EASEMENT executed thte loth bay of August, 1486, by INTERCONTINENTAL INVESTMENT BANIiERB, INC., ■ Florida corporation (hereinafter referred tea A* "13RANTOR")1 W I T E_D $ E _I 1-ti WHEREAS, GRANTOR is the record fee simple title owner of the two parcels of real property described upon Exhibits "A" and "a" attached hereto and made a part hereof' and WHEREAS, simultaneously with the execution hereof, GRANTOR As executing A mortgage in favor of FLORIDA NATIONAL DANK, a National banking association, to ■scura A note in the original principal sum of *1,600,000.00, and encumbering the ruaL property described upon Exhibit "A" ("THE MORTGAGED PROPERTY")1 and WHEREAS, THE MORTGAGED PROPERTY, described upon Exhibit "A," doss not abut or It. contiguous to any public road or street but is contiguous and Adjacent to, an its Easterly boundary, the real property described upon Exhibit "8" ("THE UERVIENT PROPERTY")1 and WHEREAS, in order to provide for, and to insure unto, the said FLORIDA NATIONAL BANK (hereinafter referred to a* "GRANTEE"), a right of access to and from THE MORTGAGED PROPERTY, in the event said GRANTEE ar it. successor* or aeslgn>< shobld acquire title thereto by virtu■ of the forwoloeure of its mortgage, or by deed in Lieu thereof' and WHEREAS, GRANTEE rotUid not make nor disburse the proceede of ite aforesaid loan without the execution and recordation of thir Declaration of Eas.mrnti NOW, THEREFORE, in consideration of the foregoing, and other good and valuable consideration, the receipt and sufficiency thereof is hereby acknowledged by GRANTOR, GRANTOR DOES HERESY grant, bargain, sell, declare and reeerye unto raid GRANTEE, and GRANTEE'S successors and Resigns, including, but not limited to, any purChaarer at A for.+xlasura. sal. of THE MORTGAGED PROPERTY resulting from a foreclosure of 1 1 Mipsllw w2.miami-dadeclerk.cwnlpublic-recurdslPrMtno ument,asppx"1aS=YaoUfOzxry3MRCvprh6POIPFHE9i0H%621g1AxEJNOJtsigv7ORkHhuUm2ndW,,, 1/6 6/2412©16 Miami -Dade Official Records - Print Document 9 Submitted into the public record for item(s) PZ.8 on 10/25/14, City Clerk GRANTEE'S mortgage, a temporary non-enclusive easement for the purpose of pedestrian and vehicular ingress and egress and for installation and maintenance of public unities, whether underground, surface level or above surface level, and for all other lawful purposive, In and upon, Over, across, under and above a 40 foot strip of land lying within THE SERVIENT PROPERTY l described upon Enhibit "6" attached hereto', which 40 foot strip of land runs Northerly from N.W. 7tn Street, and then Northwesterly and Westerly to where it abuts THE MORTGAGED PROPERTY Idescribud upon Exhibit "A" attached hereto', maid 40 foot strip of land being more particularly described as follows' That part of Tract No. 2 of PLAT OF THAT PORTION OF THE SOUTHEABT 1/4 of SECTION 31, TOWNSHIP 53 SOUTH, RANGE 41 EAST, LYING SOUTH AND SOUTHEAST OF TAMIAMI CANAL, according to the Plat thereof, recorded in Plat Book 2E1, at Page 10, of the Public Records of Dade County, Florida, and described a■ follows' Commence at the Concrete Monument set in the pavement of Northwest 7th Street at the Southeast corner of. said Section 311 thence run North 01^ 3E1' 30" East along the Esst line of sold Section 31, the same being the East line of said Tract 2 and oleo the zoned centerline of Northwest 47th Avenue for • distance of 40.02 feet, thence West 01ong a line being 40.00 feet North of and parallel with the Routh line of amid Section 31 for a distance of 1134.00 feet to the Point of Beginning of a 40 foot ■trip of land lying equally and 20 feet on each mid= of the following described centerline (shortening or extending the side thereof s0 as to create a continuous strip of land), thence run North 01- 36' 30" East for a distance of 219_65 feet to a Point of Curve to the left' thence Northerly and Westerly along the arc of said curve. being concave to the Southwest; having a radius of 50 rust and a central angle of 91^ 3g' 30" for an arc distance of 79.97 feet to ■ point of tangency' thence run West far a distance of 326.46 feet to :a point of interrectton with the East boundary of THE MORTGAGED PROPERTY, said point being the termination of maid center line. GRANTOR does further agree am follows' 1- Trim recitals hereinabove contained are true and correct. 2. The easement hereby granted shall become permanent and shall be an easement appurtenant to THE MORTGAGED PROPERTY, and shall run perpetually with the land upon THE BERVIENT PROPERTY, upon the GRANTEE, its successors and assigns, becoming the owner of THE MORTGAGED PROPERTY, whether by foreclosure or by deed in rlps'/Www2,mlami-dadeclerk,com/pu5lic-recordsiPrintDoctanenl.aspx74S=YauUfOzxry3MRCvprli6POIPFHE,9IQH%2tgLi EJhlaltsjgv7ORkHhuUm2rxlvV.,. Z6 6+'2412016 Muni -Dade Official Records - Print Doc U Ment W.12999H 328 Submitted into the public record for itern(s) P1.8 or 1O/25/18 City Clerk lieu thereof, or otherwise. Upon the easement becoming perma- nent as aforesaid, the GRANTEE shall have the right to grant to ■ third party tsuch as a utility company, fire department, police department or any other governmental department) a non-exclusive eaa.ment for the purpose of pedestrian and vehicular ingress and egressland underground, on ground or above ground, a non-exclu- sive *augment for utility installation and maintenance, upon, over, under, across or above any portion of the above -described 40 foot easement area. 3. Upon satisfaction and discharge of record, by an appropriate satisfaction of mortgage instrument, of the GRANTEE'S mortgage encumbering THE MORTGAGED PROPERTY, the easement herein and hereby granted and declared shall be deemed to have been terminated and cancelled. 4. The GRANTOR agrees that so Long as this Easement is 1n effect, not to place any structures or improvements of any kind in or upon or over the 40 foot easement area an described herein. S. In the event that the easement hereby granted and declared shall become #uL1y operative, in the manner ■s afore- said, GRANTEE, ita successors and aaeigns, including any pureh ewer at a forecicTuure wale of the GRANTEE'S mortgage, shall have the right to remove any Obstruction which may now or here- after lie or be within the 40 foot easement area described herein. b. The provisions of this. DoclAration of Easement shell be binding upon the GRANTOR and its successors and assigns and shall be a covenant running with and binding upon THE 3ERVIENT PROPERTY. IN WITNESS WHEREOF, the GRANTOR has caused this Declaration 3 https://www2,miami-dadeclerk.cam/public-recordsfPrintOk ument.asp*7QS=YaoUfflxxry3MRCvprh6POIPFHE914H%2igLttxEJh141tsjgv7ORkHhuUm2ndW... 3+6 6/24/2016 Miami -Dade Official Records - Print Document Ow" Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk of Easement to be executed the cloy and year first above written. Signed, sealed and delivered in the presence of! STATE OF FLORIDA COUNTY OF DADE >sus ORANTORI INTERCONTINENTAL ,BANKERS, INC. Yi Cat:ailhe NVE131Mied 3 /0 Press The foregoing instrument wan acknowledged before mai this 18th day of August, 1986, by Caroline as President INTERCONTINENTAL INVESTMENT BANKERS, INC. Florida corporation, on bilialfof the corpor My Commission Empire. M0100 punIC 5IPTI PT Camlif.S!CM 1.41% BOCAU tigll 4IRAL of https://www2miami-dadeclerk,com/public-records/PrIrlDocumenlaspx?0S-=YaolltOzxry3MRCvprh6PCIPFHE91QH%2fqLtjxEJhlaltsjgv7ORkHhuUm2ndW... 4/6 6124/2016 Miami -Dade OFiciel Records - Pr1nt Document 12999s 330 Suomitted into the public record for item(s) PZ.S on 1O/25/18, City Clerk Attached to and being part of Declaration cf Eauweent dated Aupuat le, 19E1b, executed by INTERCONTINENTAL INVESTMENT DANICERB, INC., a Florida cmrporation LEGAL DESCRIPTION That Part of Tract No. 2 of "PLAT or THAT PORTLGM )F TH1. SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP SS SOUTH. RANGE 41 EAST, LYING SOUTH AND SOUTHEAST OF THE TAM!AMI CANAL," according to the Plat thereof, as recorded In Plat Book 23, at Peg_ 1n, of the Public Records of Dade County. Florida; lying and being in the City of Miami, Dade County, Florida; and heing more particularly described as follows: Commence at a concrete monument set in the pavement of Northwest 7th Street at the Southeast corner of said Section 31; thence run N 01°38'30" E along the East Line of said Section 31, the same line being th.e East line of said Tract No. Z. and also zoned centerline of Northwest 17th Avenue For a distance of 40.02 feet; thence West along a line being 40.00 Feet North of and parallel with the South line of said Section 31. for a distance of 1510.63 feet; thence N 01°38'30" E for a distance of Z4S.10 feet to the POINT OF BEGINNING of the par.zel of land hereinafter described; thence WesA for a distance of 593.67 feet to a point; thence N 01 38'30" E. parallel with the East line of said "Tract No. 2 for a distance of 209.40 feet to a point on a curve of the South right-of- way line of TAM1AM1 CANAL os platted; thence Northeast- erly along the arc of said curve to the left, being con- cave to the Northwest and having a radius of 139S.OB feet and a central angle of 29°S6'JL" for an arc distance of T79.11 feet to a point of intersection with a line 1510.63feet West of and parallel with the East line of said Tract No. 2; thence S 01°36'50" W for a distance of 601.61 feet to the Point of Beginning. EXHIBIT "A" hope:l/www2.niIami-dadec)erk.ccm/pubic-recards/FrintDocurnenl.aspce7C75=YaoUiazxry3MRCeprh6POIPFNE910I-f952fgLljxEihlaltsigv7ORkHhuUm2ndN.., 5'6 6/24/2016 Miami -Dade Official Records - Print Document Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk ii1F. 12999G ` 331 Attached to and being pert of Declaration of Easement dated August 18, 1986, e"ecuted by INTERCONTINENTAL INVESTMENT BANKER8, INC., • Florid• corporation That part of Tract No.2 of 'PLAT OF THAT PORTION OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 53 SOUTH. RANGE 41 EAST. LYING SOUTH AND 6:JUiHEABT OF TAMIAMI CANAL. according to the plat thorsof a■ recorded in Plat Book 2U et Pape 10 of the Public Records of Dade County, Faoridai lying end being in the City of Mimi, Dade County, Florida, Commence at the Concrete Monument met in the pavement of hlorthw.Mt 7th Strait at the Southeast corner, of said Section 311 thence run N.01 3S'3O"E. along the East line of weld Section 31. the warm llns being the East line of said Tract Nd.2 end oleo tha zoned centerline of Northwest 47th Avenue for a distance of 40.02 flout' thence WEST along • line being 40 loot North of and parallel with the South line of maid Election 31 for 1114.00 feet to the POINT OF 9EGINNINQ of the parcel of load herelnaftor descrlbedl thence continue WEST along the loot described line for 130.00 feet; thence N.01 38'30"E. parallel silth the west line of sold Section 31 4cr 145.i0 f t/DL'1 thYnew WE13T for 160.00 f cot; thence N.01 3B' 3J"E. for 100 feet; thence WEST 1 06. 63 f met 1 thence N.01 3E1' 30 "E . f o- 601.61 font to a point on • circular curve, said point boars 5.47 55'12"W. form the center of the following described curvet thong, NORTHEASTERLY along the arc of said curve, being concave to the Northwest. having a radius of 1395.0E f oot and • central angle of 00 13'33" for an arc distance of .a, 64 feet to a point of tangency; thence N.41 50' 5S"E. for .06.21 feet to • point of curve' thence Northeasterly -Southerly along the arc of said curve to the richt, tclnp con=eve to the 9outhweet end having a redluu of 50.00 +cot and a central angle of 141 39'05" for an arc distance of 123.6! feat; thencai 5.03 30'00"W, for 386.21 font to a point Of curvwr thence 57uthoasterly-Northeasterly alone the arc of meld curve to the left. owing concave to the Northeast and having a r•diu& 01 45.'0: fiat and • central angle' of 160 16'10' for an arc distance of 1:5.67 font' t hence SOUTH for 242.27 foot' thence EAST for 154.92 feet' thence S. 01 3E1'30"W. for 245.10 feet to the Point of Beginning. AND That part Pi Tract Mo,2 o- f PLOT OF THAT PORTION of THE SOUTHEAST 1/4 OP SECTION 31, TOWNSHIP 33 SOUTH. RANGE 42 EAST. LYING SOUTH AND SOUTHEAST OF TAMIAMI CANAL, according `to the plat thereof as recorded In Plat Hook 28 et Page 10 of the Public Record■ of Dee, County, Florida; lying and being in the Clt 7 of Miami, Dade County, Florida, being more o.rtl wlarly described fie fellows' Commence at the Concrete Monument art In the Pavement of Northwrmt 7th-Street at the Boutheent corner of said Election 311 thence WEST along the South line of meld emotion 31 for 1114.00 facet' thence N.01 713'30'E. parallel with the Ea.t line of maid Section 31 for 283.2Z ' feet to the point 04 beginning of the parcel" of land n.reinafter 0eacrlb.dl thence ;ZEST parallel with the South like of said Section 31 for 154.92 feet' thence NORTH far 242.77 feet t.o the lrftersett'Ln with the arc of • circular curve. sold point bears 8.66 46'10'E. from the' ceflter of the following rlw.ribed cure.,, thence NORTHEABTEt1 v .tong Out arc of maid curve, being concave to the Nart*...est, h.v,nq • radium of 45 feet and a central angle of 14 43 50 for an arc d/stance of 11.57 feet to ■ point of reverse curve' thence NORTM6A9TERLY along the arc of maid curse owing concave to the Southeast, having • radius of 190 feat and a central angle of 60 gr'77' for an arc d,atanc■ of 7Z3.93 feet to • point of coadpW0 curvet thence EASTERLY-50u1-ER1Y elan() the arc of ■alga curve. being concave to the South..eat. having • radius 30 feet tnd ■. control angle of 94 37'11' for an arc dlatenc• of 116.33 feet to • point of tan9encyl thence S.04 37.'49'E. for 154.J 9 feet to a point of carve of circular curve to the felt' thence SOUTHERLY-EA$TfRLY along the art of ...id curve. being centre• to the Northeast, having,a radium of 45 feet and a contra) an91. o1 73 27'09' for an dletancr of 57.69 feat to a point Of t•ngencyl thence 5.77'59'77'C for 65.2S feet to a point of curve of a circular curve to the left1'.thence EASTERLY-. NORTHEASTERLY, along the arc of meld curve;, bet np' concavm ►o the North. having a radius of 35 feet and a cantrl •angiw o• 32' a.4`tO' for en distance of 32.1-7 feat) thence 9.4O auv on E. along • line radial to the last described turv. foe 31..22 festi thence EAST for 170.58 feet' thence ZOIiM for 142.17 feet, thence WEST for 3111.03 feet to the paint of beginning.. 1:KIIIR1T "1" ..ca.ol0 In On Ic,4 .Iodlei MIOM a 0.401 teem, r1Q..a. iicp,0 tUC2tABD P. BAQIZF31 cum( CIRCUIT COAT https7twww2.miami- dad eclerk eomlpublic-records/PriniDocument.aspOCIS=YaoUt©zxry3MRCvprh6POlPFHE9IQH% 2fgLtjxEJhl0Jlsjgv7ORkHhuUm2ndAl... 6/6 Exhibit 11811 Submitted into the public record for item(s) PZ.B on 10/25/1.i, City Clerk INTERSECTION TRAFFIC STUDY NW 7ttt Street/Blue Lagoon Drive Final Prepared For: BLUE LAGOON CONDOMINIUM ASSOCIATION Prepared f3� R.J. Behar & Cornparn, Inc. July S. 2018 Submitted into the public record for \tem(s)PZ.8 on1O/25/18,City Clerk » able of, Contents TRAFFIC STUDY £XECDTl\`E SlJMMARY..... ----...... —...... --....... --------------.—~-----.�5 |� DNTROD[]CTK)N........ .......... ----....... ----------------------------.�6 2� OBJECTIVE ... —........ .—~------_--------._—_.-----....... ---------_6 IPLIRP08E------... ------........ --_---------------...... --_-----�G 4� METDODOLO{}Y..... —.......... ---...... ------------...... ---........ —....... ----'6 5. EXISTING COND|TD]NSS... ....... —.......... ----.......... --------------------�6 6. FIELD DEV|EYV.... —....... ....... ----------------------------------'D 7. TRAF|CDATA COLLECTION --------.--------...... -----.—......... ------9 D� TRIP GENERATION /\NA[YSlS ID 9� OPERATIONAL Ay4/\LYS|S—...... —...... —....... ---_-----'---------------l2 /0. TRAFFIC PROJECTIONS ......... ....... —....... ...... --...... -------------------l5 l|� FUTURE OPERATIONAL ANALYSIS ............... ...... .......... --.......... —.......... ------17 )2, F0NDDNGS/CON[L[SK)N--... ........... ----------...... -----------Z3 LIST OF TABLES Table |: Vehicular Turning Movements —AMPeak Hour Data ... --...... -----------------9 Table 2: Vehicular TurniugMovements PM PeakHour Data —9 Table ]: Vehicular Trip Generation for the 7DLProieo... ---------------......... ............. .II Table 4: Existing Conditions (AMU ...... ---........ --........... ...... ........... ------......... lZ Table j:Existing Coxditioru(PM)------------...... ----........ .------........ —'--'l3 Table 6: With Proposed Project Access NYVT^8T.k\X0—... ---....... —........ ...... --....... --l3 Table 7:With Proposed Pno'lcc/ Access NW 7*ST.(P&4)---... ....... ............ ....... ----.----14 Table 8:With Proposed Project Access #u/7*STXcNVV47*Ave, (AIMU............................ ............ l4 Table 9:With Proposed Project - Access NW 7'^STJiNW 47*Ame,<PMU... ......... ---....... ...... I5 Table lO:2U4ODaily TmfficProjections (LRTP)_----... ____ ... ... ....... ---------....... —l5 Table ]l: Projected 2023 Average Daily Vo|umos along KW 7'^ 8ncc/ lG Table \2:Existing Vu|unlcsPx�cc�d|othe Year 2O2]during A�1Peak Pr�od(Yph)--------'lG Table 13: Existing Yo�mcsyn�ectcd to the Yeur2023 durin,g PNI Peak Period (Vpb). 16 Table l4:PnoJcctcdVolume durinAAM Peak Period (Vph)fbrthe Scenario ] (Access via NVV7*St. only) ------------------------------------------------------'I/ Table (5:Projected Volume during yM Peak Period (Yph)for tile Sccna/io2(Access via N\Y7oSt, ou\y1 -----------........ --............ —............. ---------............. --------....... --l7 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY Table 16: Projected Volume during AM Peak Period (Vph) for the Scenario 3 (Access via NW 7' St. & 47' Ave.) 17 Table 17: Projected Volume during PM Peak Period (Vph) for the Scenario 3 (Access \ ia NW 7' St. & 47'h Ave.) 17 Table 18: Projected year 2023 Volumes (Vph) (AM) 18 Table 19: Projected year 2023 Volumes (Vph) (PM). . 18 Table 20: Existing Volumes projected to the year 2023 plus Proposed Project (I/ph) -Access NW 7'h ST. (AM) 19 Table 21: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) -Access NW 71') ST. (PM) 19 Table 22: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) - Access NW 7ST & NW47th Ave. ......... ... ............................ ..................... ....... 20 Table 23: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) - Access NW 7'h ST & NVV 47' Ave. (PM) 20 Table 24: Vehicular Traffic Volumes Comparison 23 Table 25: Vehicular Delay Comparison 23 Table 26: Level of Service (LOS) Comparison 24 LIST OF FIGURES Figure 1: Location Map. Source: google maps 7 Figure 2: Location Map. Source: google maps 8 Figure 3: illustration of the Existing Turning Volumes. Source: google maps 10 Figure 4. Case 1 (NW 7' St. only) ingress/Egress % Trip Distribution. .11 Figure 5. Case 2 (NW 7'h Si. & via 47' Ave.) Ingress/Egress 'A Trip Distribution. .12 LIST OF APPENDICES Appendix A - Existing Conditions TMC Counts Appendix B - 1TE Trip Generation Appendix C - LOS Analysis Reports SW Street/Blue Lagoon Drive, i-Dade County Page iii Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY ProfessionalEngineer's Certification 1, Rafael E. De Arazoza, Pl.., certify that currently hold an active Professional Engineer's License in the State of Florida and 1 am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. 1 further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61 G 15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability. Project Description: Traffic Study for the Blue Lagoon Condominium Association, Tasks: Trip Generation, Intersection Existing Conditions Data Collection/Analysis and Roadway Segment Analysis, with and without proposed project. Location: NW 711' Street/Blue Lagoon Drive, Miami -Dade County Rafael E De Digitally signed by Rafael E De Arazoza Date: 2018.07.12 Arazoza 11:50:08 -0400' Rafael E. De Arazoza, P.E., PTOE P.E. No.24487 R.J. Behar & Company 6S6I SW I 96'h Avenue, Suite 302 Pembroke Pines, FI 33332 Certificate of Authorization No. 00008365 SW 7' Stuect/Be Lagoon Drive, Miami- de County Page iv Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 1.1X1'1CLTIVI-1 St:VINI INTRODUCTION TRAFFIC STUDY The Blue Lagoon Condominium Association (BLCA) is concerned with regards to potential negative impacts to NW 711' Street and other roadways within the immediate surrounding area, as the result of the vehicular traffic generated by the proposed land development project titled "7 at Blue Lagoon" (7BL) Furthermore, it is well-known that significant increase in vehicular traffic has the potential of diminishing the quality of life of adjacent residential communities. The 7BL project is bounded by the Blue Lagoon to the north, 4705 NW 7`h Street to the east, 5091 NW 7'1' Street to the west and by the NW 7'1' Street to the south. The project consists of 888 apartment units and 294 hotel rooms, as show on page A1,00 of the Rezoning Plans Project Data, dated March 5, 2018, According to the proposed rezoning plans, it appears that the only means of ingress/egress to/from the proposed project is via NW 7'h Street. OBJECTIVE The objective is to determine the amount of vehicular traffic generated by the proposed 7BL project and determine the resulting impacts on roadway capacity and Level -of -Service (LOS) on the easement over the 7BL property leading to the BLCA property (named Blue Lagoon Airport Drive and demarcated in the plat on PB 153, Page 27 of the Public Record of Mianni-Dade County, Florida) as well as NW 7111 Street. This analysis will not entail the customary more detailed and comprehensive Traffic Impact Study (TIS). TISs are generally performed by the applicant's traffic engineer during the subsequent project site development phase. PURPOSE The purpose of this task order is to perform a Traffic Study to evaluate the impact of the proposed 7BL project to the Blue Lagoon Airport Drive (hereafter referred to as Blue Lagoon Drive) access roadway intersection with NW 7'1' Street. FINDINGS/CONCLUSION Based on the analyses of the intersection of NW 7'1' Street/Blue Lagoon Drive and the roadway segment of NW 7'1' Street near Blue Lagoon Drive, including the field reviews, trip generation - distribution and traffic data collection, it is concluded that vehicular traffic generated by the proposed 7BL Project will result in significant negative impacts in terms of roadway LOS and substantially increased vehicular delays. Refer to Tables 24,25 & 26 on pages 23 & 24 for details. SW 7'1' Street/Blue Lagoon Drive, i Dade County Page 5 Submitted into the public record for item(s) PZ.8 on 10125/18, City Clerk TRAFFIC STUDY The BLCA is concerned with regards to potential negative impacts to NW 7'1' Street and other roadways within the immediate surrounding area, as the result of the vehicular traffic generated by the proposed land development project titled "7 at Blue Lagoon" (7BL), Furthermore, it is well- known that significant increase in vehicular traffic has the potential of diminishing the quality of life of adjacent residential communities. The 7BL project is bounded by the Blue Lagoon to the north, 4705 NW 711' Street to the east, 5091 NW 7'1' Street to the west and by the NW 7`11 Street to the south. The project consists of 888 apartment units and 294 hotel rooms as show on page A1.00 of the Rezoning Plans Project Data, dated March 5'1', 2018. According to the proposed rezoning plans, it appears that the only means of ingress/egress to/from the proposed project is via NW 71h Street. 2. 0 JECTIVE The objective is to determine the amount of vehicular traffic generated by the proposed 7BL project and determine the resulting impacts on roadway capacity and LOS on the easement over the 7BL property leading to the BLCA property (named Blue Lagoon Airport Drive and demarcated in the plat on PB 153 Page 27 of the Public Record of Miami -Dade County, Florida) as well as NW 7'1' Street. This analysis will not entail the customary more detailed and comprehensive traffic impact study (T1S). T1Ss are generally performed by the applicant's traffic engineer during the subsequent project site development phase. 3. PLRPOSE The purpose of this task order is to perform a Traffic Study to evaluate the impact of the proposed 7BL project to the Blue Lagoon Airport Drive (hereafter referred to as Blue Lagoon Drive) access roadway intersection with NW 71h Street. IVIETII 1)(2L3PGY The methodology used to perform this study consisted of a field review of the location during the morning and afternoon peak hour periods, reviewing the collected traffic count data, determining the vehicular trip generation by the proposed 7BL project and evaluating of the LOS of the intersection with and without the project. IP I:5'11NC; CONI)1'1'1()NS NW 7'1' Street is a two-way, four lane undivided roadway, which runs west to east within the area of study. This roadway is functionally classified as Minor Arterial and has a posted speed limit of 40 SW 7'1' Street/Blue Lagoon Drive, Miami -Dade County Submitted into the public record for item(s) PZ.8 on 10025/18, City Clerk TRAFFIC STUDY mph. Blue Lagoon ❑rive is a two-way, two lane undivided roadway, which runs north to south within the area forming a T-Intersection with NW 7i1' Street. The intersection is a signalized on the eastbound, westbound and southbound directions of travel. There are sidewalks located on the north and south side of NW 71h Street and pedestrian crosswalks to cross north and south. An aerial map showing the location of the intersection of study is presented at Figure 1 and Figure 2. NW 7' Street/Blue Lagoon Drive 1 iture 1: Location Map. Source: Google maps SW 711' Street/Blue Lagoon Drive, Miami -Dade County Page 7 Submitted into the public record foritem(s) PZ.Q on 10/25/18, City Clerk TRAFFi[STUDY - ` ,- / ' ^..~---� i i�_ _���.-.� � 6' FIELD REVIEW AM and PM peak hour field observations of the study intersections were performed on Tuesday, June 19, 2018. Conclusions from the field observations are included below: General Observations: w During rnomiugpeak hour observations, the drivers in the left lane coming from, eastbound NVV 7'/' Street to R|oo Lagoon Drive exporicoccd delays, On more than one occasion, it took more than one signal cycle /oclear the queue. w The pedestrian crossing time i»adequate and pxvomcn\crossing marks ire in good condition. w On more than one occasion in the morning period, long vehicular queues were ohscrvmd on Blue Lagoon Drive north of NVV 7m S\nrct with the associated long delays, u � Right �u \ [m 8| Lagoon [> �o l�VV 7 ' Street �h red | ob � /� turn ou Blue �onn Drive ' � during c signal phase were generally significantly delayed by lack of adequate oraps from vvcscbound vebiu|rn on N\f 7«' StoccL ° A significant number of pedestrians, especially dorix" the peak hour (7:45um and 5:00 pnz), were observed walking \oenter/exit from Blue La -moo Drive, Also, Blue Lagoon Drive does on| have sidewalks for pedestrians', thercfbre. the pu]osoionx are sbodow the )one whh vehicles. SW 7"' Street/Blue La-oon Drive, Miaini-Dade County Page 8 Submitted into the public record for itern(s) PZ.8 on 10/25/1.8 City Clerk AM Peak Hour Period (7:00-9:00): TRAFFJC STUDY Most of the time, the eastbound and westbound through movements (NW 7'1' Street) traffic flow were generally consistent and no significant delays were observed. Starting at 7:45 am, southbound traffic on Blue Lagoon Drive became heavier and longer vehicular queues developed and on more than one occasion it took more than one signal cycle to clear. Most of the traffic comes from the west with the highest number of vehicles at 8:30 ain. PM Peak Hour Period (4:00-6:00): Most of the traffic comes from the east and has the highest number of vehicles at 5:45 pm. A significant increase in vehicles was observed entering Blue Lagoon Drive from NW Street. 7. TRAFIC DATA COLLECTION 7th Vehicular Turning Movement Counts (TMCs) surninarized by fifteen -minute intervals were collected for two hours during the morning peak hour period (7:00 am to 9:00 am) and afternoon peak hour period (4:00 to 6:00 pin) at the intersection of NW 7'1' Street and Blue Lagoon Drive. The data can be found in Appendix A. TMCs are shown in Tables 1 and 2. Figure 3 below provides a graphic illustration of the existing peak hour turning volumes. Table 1: Vehicular Turning Movements — AM Peak Hour Data Peak Flour Right From the North hru Peds Ri From the East From the South Thr Rig Titre 7:45:AM - 8:30 AM 05:00 PM - 5:45 PM 74 66 12 15 95 19 0 0 Table 2: Vehicular Turning Movements - PM Peak Hour Data From the North Peds eh From the' West 2 0 1167 24 10 _J From the East From the South From tho West SW 7h1 Street/Blue Lagoon Drive, a i-Dade County Page 9 TRAFFIC STUDY Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk „Jim] " otio • c *** • • •••!... • • NW 7th Street Figure 3: Illustration of the Existing Turning Volumes. Source: Googie maps N. TRIP GENERATION ANALYSIS To determine the trips that will be generated by the proposed residential and hotel facilities (7BL Project), the ITE Trip Generation Manual (9''' edition) was used. A summary of the analysis is shown below. • The 7BL Project consists of 888 high rise apartment units and 294 hotel rooms. • High Rise Apartment (ITE Code 222) and Hotel (ITE Code 310) were used in the analysis. • Hotel (ITE Code 310) was used in the analysis. • Table 3 depicts the result of the vehicle trip generation analysis. • The trip generation formulas used are shown below in Table 3. • Two Case scenarios were analyzed. Case 1 assumes access to/from NW 7'1' Street only. Case 2 assumes access tolfrorn NW 7'1' Street and via NW 47'11 Avenue. • Generated traffic volumes were distributed to NW 7'1' Street based on the % from the collected existing traffic counts, engineering judgment and local knowledge • The trip distribution for ingress/egress for Case 1 and Case 2 scenarios are shown in Figures 4 and 5. SW 7'1'Street/Blue Lagoon Drive, IA I i-Dade County Page 10 Submitted into the public record for item(s) PZ.8 on 10125/1.8 City Clerk TRAFFIC STUDY Table 3: Vehicular Trip Generation for the 7BL Project Land Use Units Daily Peak Hour of Adjacent / Street AM Peak [lour of Adjacent Street PM lin (vpd) out (vpd) Total In (vph) out (vph) Total in (vph) out (vph) Total (vpd) (vph) (vpit) LUC 222 High Rise Ajartment 888 Dwelling 1706 Units 1706 3412 66 199 265 181 115 296 LUC 310 Hotel 294 No. of f 1312 I.rooms 1312 2624 116 84 200 101 105 206 Total 6036 182 283 465 282 220 502 ITC Code 1 Formulas: LUC 222 Dwelling units (DUs): Daily formula: Ln (T) = 0.83 Ln(X) + 2,50 LUC 222 DUs: AM Peak -hour of adjacent street traffic formula: Ln (T) = 0.99 Ln(X) — 1,14 LUC 222 DUs: PM Peak -hour of adjacent street traffic formula: (T) = 0.32(X) + 12.30 LUC 310 number of Rooms: Daily formula: T = 8.92(X) LUC 310 Rooms: AM Peak -hour of adjacent street traffic formula; T= 0.78(X) -29.80 LUC 310 Rooms: PM Peak -hour of adjacent street traffic formula: T = 0.70(X) Refer to Appendix 13 for additional details. Figure 4: Case 1 (NW 711' Street only) ingress/Egress %Trip Distribution SW 711' Street/Blue Lagoon Drive, Miami -Dade County Page 11 Street & 131lie Submitted into the public record for item(s) PZ.8 on 10/25/18 City Clerk TRAFFIC STUDY Figure 5: Case 2 (NW 7"' Street & via 47Avemie) IiigrecsiEgress r'/‘: Trip Distribution. 9. OPERATIONAL ANALYSIS Intersection LOS Analysis To establish a comparison between existing and future vehicular traffic conditions, three analysis scenarios were developed. The First Scenario includes existing traffic conditions, the collected traffic data, field observations and analysis, The Second Scenario includes the vehicular volumes generated by the 7BL Project and assumes that all the ingress/egress vehicular traffic will be via the NW 711' Street/Blue Lagoon Drive intersection. The Third Scenario assumes that vehicles going to or from the 7BL Project will utilize either the NW 7'1' Street/Blue Lagoon Drive intersection or via NW 47'1' Avenue east of the 7BL Project. A summary of the LOS analysis for each scenario is shown in the tables below. Scenario]: ExistingConditions (without the 7BL Project) Table 4: Existing Conditions (AM) rs etion Movement/Approach Delay LOS see/veil) EB EB Thru NW 7ffi EB Approach 79.7 10 7 \VB Thru & Right La2,Oen WB Approach Drive SB Lefi SB Approach Intersection 124 20,9 20 9 56.8 56.8 19.0 7 111 et/Btue Lagoon Drive, Miami -Dade County Page 12 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY From Tab e 4, it can be seen that the eastbound left turns from NW 711' Street to Blue Lagoon Drive and the southbound movement from Blue Lagoon Drive are operating at an undesirable LOS with associated vehicular delays. Tohle 5: Vsisting Conditions (PM) xistingConditiotisPM Peak Hour rseetion Movement/Approach Delay seclveh) LOS EB Left 95.4 EB Thai NW. 7' EB Approach Street & WB Thru & Right Blue Lagoon WB Approach Drive SB SB Approach ntersection 10 I 17.2 25.7 25.7 42.2 42.2 22.5 13 13 D D The eastbound left turns from NW 7'1' Street to Blue Lagoon Drive are operating at an undesirable LOS with associated vehicular delays. Note: The above delays and LOS are generally consistent with the field observations. Scenario 2: Existing conditions plus 7BL Project's generated vehicular volumes with access via NW 7'1' Street only. Table 6: With Proposed Project - Access NW 7th Street (AM) Vith Proposed Project Access t kM Peak Hour Delay ve t/Approach seciveh) LOS. NW Street 84 Blue Lagoon Drive EB Left EB Th EB Approac B Thru & 114.7 9.8 22.1 22.4 A WB Approach SB SB Approach ion 22.4 210.9 210.9 52.9 D SW 71h Streeti.Blue Lagoon Drive,Miami-Dade Countv Page 13 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY From Table 6, it can be seen that the eastbound left turns from NW 7th Street to Blue Lagoon Drive and the southbound movements from Blue Lagoon Drive are operating at an undesirables LOS with associated vehicular delays, These delays are significantly higher when compared with those under existing conditions without the 7BL Project's generated traffic. Table 7: With Proposed Project - Access NW 7th ST. (PM) With Proposed Project Access NW 7th Street VIVI Peak Hour terseefion Movement/Approach ,Delay LOS (seciveh) _B Left 373.7 F EB Thal 9.3 A NW 7th S & Blue Lagoon EB Approach 89.2 WB Thru & Rig h 28.6 WB Approach 28.6 SB Left 107.9 SB Approach 107.9 Intersection 62.6 Table 7 demonstrates that the eastbound left turns from NW 7th Street to Blue Lagoon Drive, the southbound movement from Blue Lagoon Drive, as well as the entire intersection are operating at an undesirable LOS with associated vehicular delays. These delays are significantly higher when compared with those under existing conditions without the 7BL Project's generated traffic. Scenario 3: Existing conditions plus 7BL, Project's generated vehicular volumes with access via NW 7th Street and NW 471h Avenue. Table 8: With Proposed Project - Access NW 7'h Street & NW 47'h Avenue (AM) I* h Propos!ed Project Access NW 7th Street & NW 47'h Avenue AM Peak Hour ' -section NW 7th Street & Blue Lagoon Drive Delay lovement/Approach eciveh EB Left 114.2 EB Thru 9.8 EB Approach VB Thru & Right VB Approach SR Left SB Approach ntersection 22.1 21.8 21.8 136.3 136.3 38.7 F F D SW 7' Sti eet/Blue Lagoon Drive, Miami -Dade County Page 14 Submitted into the public record for item(c) PZ.8 on 1O/25J18, City Clerk TRAFFIC STUDY From Table 8, it can be seen that the eastbound left rums from NW 7`1' Street io Blue Lagoon Drive and the southbound movement from Blue Lagoon Drive are operating at an undesirable LOS with associated vehicular delays. These delays are significantly higher when compared with those under existing conditions without the 7BL Project's generated traffic. Table 9: Witli Proposed Project - Access NW 711' Street & NW 47'i` Avenue (PM) With Proposed Project Access NW 7th Street & NW 47th Avenue PM Peak Hour Intersection Movement/Approach Delay (seclveh) LOS NW 7' Street & Blue Lagoon Drive. EB Left 355.7 F EB Thru 9.3 A EB Alaproach 84.6 F WB Thru & Riight 27.4 C WB Approach 27.4 C SB Left 74.3 E SB Approach 74.3 E Intersection 56.9 E From Table 9, it can be seen that the eastbound left turns from NW 711` Street to Blue Lagoon Drive, the southbound movement from Blue Lagoon Drive, the eastbound approach, as well as the intersection are operating at an undesirables LOS with associated vehicular delays. These delays are significantly higher when compared with those under existing conditions without the 7BL Project's generated traffic. IO.TRAF IC PROJECTIONS The Following base year 2010 and future year 2040 vehicular traffic voluines on SW 7`1' Street were obtained from the Miami -Dade Transportation Planning Organization 2040 adopted Long Range Transportation Plan (LRTP). The bi-directional daily traffic volumes of NW 7ti' Street (within the study area) for the year 2010 and 2040 are shown in the table 10 below. Table 10: 2040 Daily Traffic Projections (LRTP) Year 2010 2040 NW 7th Street Units 25730 vpd 45470 vpd i 45470 3i� Grow Rate = (25730) = 1.019 SW 711' Street/Blue Lagoon Drive, Miami -Dade County Page 15 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY According to the Miami -Dade LRTP, it can be seen that the traffic volume along NW 7'1' Street is expected to increase. It was calculated that NW 7111 Street will experience an annual 1.9 % increase in traffic. The annual growth rate of 1.9% was used to determine the increase in vehicular traffic volumes between the years 2018 and 2023. Table I 1 provides the projected average daily traffic along NW 7'1' Street within the study area. The projected traffic to the existing AM and PM peak hours are shown in Table 12 and Table 13. Projected traffic volumes to the second and third scenarios are shown in Tables 14 to 17. Table 11: Projected 2023 Average Daily Volumes along NW Th Street. Direction Eastbound Westbound i-Directional 2018 2023 14000 15382 13500 14832 27500 30214 Table 12: Existing Volumes Projected to the Year 2023 during AM Peak Period (Vph) Peak 11 7:45 Av 8:30AM (2018) 7:45 AM - 8:30 AM (2023) 0111 tile Eas South From the West Peak Hoar 05:00 PM - 5:45 PM (2018) 05:00 PM - 5:45 PM (2023) Ri 74 81 Right 40 66 73 Ped. I 2 igh 15 13 1 16 T 950 1044 Pcds 2 I Righ 0 0 Thr 0 _J Peds 2 2 141 0 1167 1282 Ped 24 ! 10 26 Table 13: Existing Volumes Projected to the Year 2023 during PM Peak Period (Vpb). rorn tb 0 Peds Right 30 4 59 33 4 65 Front the East 1235 1357 Leh 0 16 18 _Right 0 0 he, South Thru 0 0 Left 0 0 Peds Right 4 1 0 4 0 From the West Thru Left 1098 76 1206 83 The foliowing Tables 14 through 17 include the existing volumes projected to the year 2023 plus the 7BL Project's generated \,olumes. SW 7'1' Street/Blue Lagoon Drive, Mia County Page 16 Peds Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY Table 14: Projected Volume during AM Peak Period (Vph) for the Scenario 2 (Access via NW 7'h St. only) Peak flour Front the Mort i From 11 e East From the Soul t From the We Right Thru Left Pests Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 7:45 AM 8:30AM (2018) 74 0 66 12 15 950 0 19 0 0 0 2 0 1167 24 10 7:45AM - 8:30 AM (21123) 319 0 258 13 113 1044 0 21 0 0 0 2 0 1282 150 1 1 Table 15: Projected Volume during PM Peak Period (Vph) for the Scenario 2 (Access via NW 7'1' St. only) Peak Flour From the North From the Cast From the South From the West Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 05:00 PM - 5:45 PM (2018) 36 0 30 4 59 1235 0 16 0 0 0 4 1 0 1 1098 i 76 1 05:00 PM - 5:45 PM (2023) 204 0 155 4 250 1357 i 0 18 _ 0 0 0 4_ 0 1206 315j 1 Table 16: Projected Volume during AM Peak Period (Vph) for the Scenario 3 (Access via NW 7'4 St. & 471"' Ave.) Peak 1-lour From the North From the East From the South From the West Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Pet, 7:45AM- 8:30 AM (2018) 74 0 66 12 15 950 0 i 9 0 0 0 2 0 1167 2,1 10 7:45:AM- 8:30 AM (2023) 1 i 319 i 0 199 13 77 1044 0 21 0 0 0 2 0 1282 150 11 Table 17: Projected Volume during PM Peak Period (Vph) for the Scenario 3 (Access v"a dNW 7''' St. & 4711' Ave.) Peak Hour From the North From the East From the South From the West Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 05:00 PM - 5:45 PM J2018) 36 0 30 4 59 1235 0 16 D 0 0 4 0 1098 76 1 05:00 PM - 5:45 PM . (2023) 204 t5 109 4 194 1357 0 18 0 0 0 ,; 0 1206 315 1 11.1 UTL RE OPERATIONAL ANALYSIS Future intersection LOS Analysis To establish a comparison between existing and future vehicular traffic conditions, three analysis scenarios were developed, This part includes the three scenarios previously described, plus year 2023 projections of existing traffic volumes. The First Scenario includes existing traffic projected to the SW 7'h Street/Blue Lagoon Drive, Miami -Dade County Page 17 Submitted into the public record for item(s)PZ.M onIO/25/1@'City Clerk TRAFFIC STUDY }oxr2023. The Second 8ouuurio includes the vehicular volumes generated hythe 78L P |ecruxd assumes that all the ingress/egress vehicular traffic wIII be via the NY7«' Street/Blue Lagoon Dr ive intersection. The Third Scenario oyxu/n,x that vehicles going to or from the 713L Pro.lect *iU ob|izr either the NW 7m SirccV@\uc Lagoon Drive intersection or via NW 47* Avenue cusi o[|he 7QL Project. A sumi-nary of the LOS analyses for each sceriarlo is shown in tables below. ScunudoL Projected yuur2023 Existing Conditions (without the 7f}lP coi`stmdlc) Table |x:Projected year zoz3vvmm' («nW(*NI) Projected year 2023 Conditions , — E8Thm |l3 LOS EB Approach ll| B WB Thru & Richt Y/BAppnouch SB Left 210 C 210 C S8As* roach / 59.7 8 Intersection ! 20�O B Table 19: Projected year 2023 Volumes (Vph) (PNI) .�� Intersection ! ! _Pro'ected year 2023 Conditions '—|v---A`�--'— EBLcft ' Delay ) 09.5 10.7 �-- --F | B --- ---- E8Thrn EB/APPrqpcl 18�1 / B Right 282 C & Blue 282 � [ SB Left | 44�G | � D SB Approach� 44.6 D � 24.2 C ! Fvonn lah|om 10 and 19, it can he seen that the uusihnund left turns bnm NNW7m Street to U|uc Lagoon L)dvo are operating at an undtuinuWc LO3 with oasnda0cd vehicular delays. The moudhhoond movement from Blue La-onm Drive during the &M peak period isalso nperohngu/ an undesirable LOS with usxnoioied vehicular delays. Cwmpudn'- the results with existing conditions (Tables 4 & 5)` the eaStbOUnd left turn,. southbound ino-vernents and the intersection experienced longer delays. SW /hStreet/Blue Lagoon Drive, Pa8el8 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY Scenario 2: Existing traffic conditions projected to the year 2023 plus 7Bl_, Project's generated vehicular volumes with access via NW VIStreet only. Table 20: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) Access NW 71h Street. (AM) Projected year 2023 VIlith Proposed Project 7'h Street AM Peak Hour Intersection Movement/Approach NW 7°1 Street & Blue Lagoon Drive SB Left EB Left EB Thni _EB Approach WB Thru & Right SB Approach intersection Delay (sec!veh) LOS 149.7 10.4 28.2 24.0 24.0 410.3 410.3 100.2 B F F F From Table 20, it can be seen that the eastbound left turns from NW 71 Street to Blue Lagoon Drive and the southbound movement from Blue Lagoon Drive are operating at an undesirable LOS with associated vehicular delays, as well as the entire intersection. These delays are significantly higher when compared with those under existing conditions. Table 21: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) —Access NW 7'h Street. (PM) Projected year 2023 With Proposed ProjectAccess NW 7th Street PMPeakflour - NW 7th St WB Approach /Approach EB Approac WB TI & Blue Lagoon WB Approach SB Left SB Approac Intersection LOS 631.1 F 9 8 A 170.0 F 34.9 4.9 184.0 4.0 109.0 Table 21 demonstrates that the eastbound left turns from NW 7'1' Street to Blue Lagoon Drive, the southbound movement from Blue Lagoon Drive, as well as the entire intersection are operating at an undesirable LOS with associated vehicular delays. These delays are significantly higher when compared with those under existing conditions without the 7BL Project's generated traffic. 1 sw 7 Strect/Bftie Lagoon Drive, IVIiarni-Dade County Page 19 Comparing the results with the exis- Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY conditions (Tables 4 & 5), the eastbound left turns, southbound movements and the entire intersection experienced significantly higher delays. Scenario 3: Existing traffic conditions projected to the year 2023 plus 7BL Project's generated vehicular volumes with access via NW 7'1' Street as well as to/from NW 7th Street and NW 47'1' Avenue. Table 22: Existing Volumes projected to the year 2023 plus Proposed Project (Vph)- Access NW 7'h Street & NW 47'h Ave. (AM) r Projected year 2023 h Proposed Project Access AMPeakHour 'tion MovernentlApproach Delay (sedvelt) 7th Street& NW 47th Ave. LOS NW Th Street & Blue Lagoon Drive- EB Left EB Thru 149.1 ;B Approach WB Thru & Right WB Approach SB Left SB Approach Intersection 10.5 28.2 23.3 23.3 323.3 323.3 79.4 Table 22 demonstrates the eastbound left turns from NW 7`" Street to Blue Lagoon Drive and the southbound movement from Blue Lagoon Drive are operating at an undesirable LOS with associated vehicular delays, as well as the entire intersection. These delays are significantly higher when compared with those under existing conditions (Tables 4 & 5) without the 7BL Project's generated traffic. Table 23: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) - Access NW 71" Street & NW 47'" Ave. (PM) )rojected year 2023 With Proposed Project Access NW 7th Street & NW 47th Avenue PM Peak Hour NW 7th St & Blue Lagoon Movement/Approae Delay (sec/veh) 'B Left EB Thai EB Approach„ WB Thru & Right WBApproach SB Left SB Armroac ction 629.0 9.8 169.5 32.3 32.3 122.1 122.1 101.2 1— LOS F F F SW 7'1' Street/Blue Lagoon Drive, Miami -Dade County Page 20 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TR_AFFIC STUDY Table 23 demonstrates the eastbound left turns from NW 711' Street to Blue Lagoon Drive, the southbound movement from Blue Lagoon Drive, the eastbound approach as well as the intersection are operating at an undesirable LOS with associated vehicular delays. These delays are significantly higher when compared with those under existing conditions (Tables 4 & 5) without the 7BL Project's generated traffic. Roadway Segment Analysis A roadway segment analysis was performed utilizing vehicular volumes from a nearby traffic count station and the 2018 FDOT Generalized LOS/Capacity tables. Calculations for this analysis are show below. sw Th Street/Blue Lagoon Drive, Miami -Dade County Page 21 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk TRAFFIC STUDY Traffic Count Station No. 7052 at NW 7'1' Street, west of NW 42' Avenue Average Annual Daily Traffic (AADT) = 27,500 vehicles per day (vpd) Eastbound = 14,000 vpd Westbound = 13,500 vpd K.= 9.00 (peak hour volume both directions) D — 55.7 (traffic directional split) Peak -hour 2 way = 27,500 (0,09) = 2,475 vehicles per hour (vph) Peak- hour 1 way = 27,500 (0.09) (0.557) =. 1,390 vph According FDOT LOS tables: AADT Table 1, Minor roadway adjusted for non -State facility and Multi -lane undivided with exclusive left -turn lanes (-5%) Adjusted AADT LOS LOS D (4div) = 28,100 vpd 28,100 (0.90) (0.95) = 24,025 = LOS D LOS E (4div) = 37,200 vpd (0.90) (0.95) = 31,800 = LOS E Existing AADT (count station No 7052) = 27,500 vpd; therefore, Daily LOS = E Peak Hour Two -Way Table 4 (same adjustment factors as in the AADT analysis above LOS D = 2530 (0.90) (0.95) — 2165 vph LOS E 3350 (0.90) (0.95) = 2865 vph Existing Two -Way volume = 2475; therefore, LOS E Peak Hour Directional Table 7 (same adjustment factors as in the AADT analysis above) LOS D = 1390 (0.90) (0.95) 1190 vph LOS E = 1840 (0.90) (0.95) = 1575 vph Existing Peak Hour Directional volume — 1390; therefore, LOS E Above analysis indicate that the NW 7th Street segment near Blue Lagoon Drive will be operating at capacity (LOS E) during 24-hours, peak-hour/two-way and peak-hour/peak direction; consequently, it is obvious that the additional generated vehicular volumes from the 7BI. Project will significantly negatively impact the LOS as reflected by the intersection LOS analyses. SW 7 Street/Btue Lagooii Drive, Miami -Dade County Page 22 Submitted into the public record for item(s) PZ.S on 10/25/18, City Clerk TRAFFIC STUDY 12. FI N DI'tiGS/CONCI .VSIO! Based on the analyses of the intersection of NW 711' Street/Bluc Lagoon Dive and the roadway segment of NW 711' Street near Blue Lagoon Drive, including the field reviews, trip generation - distribution and traffic data collection, it is concluded that the vehicular traffic generated by the proposed 7BL Project will result in significant negative impacts in terms of roadway LOS and substantially increased vehicular delays. Tables 24, 25 & 26 below present a summary of the analyses_ Table 24: Vehicular Traffic Volumes Comparison. VEHICULAR TRAFFIC VOLUMES AM Peak Hour Access via NW 7th St. Existing Veh per Hour With 7BL Project Veh per Hour Impact Blue SB Lagoon T)r. approach i 40 423 202, f % \/1 I'eak Hour Access via NW 7th St. & NW 47 Ave. Existing Veh per Hour Willi 7BL Project Veh per Hour 140 j 364 Impact I60.01,0 VEHICULAR TRAFFIC VOLUMES PM Peak 1.11our Access via NW 7' St. Existing Veh per Hour With 7BL Project Veh per Hour Impact Blue SB Lagoon flr. approach Blue Lagoon SB Drive approach 66 286 333,3% PSI Peak flour Access via NW 7th St. & NW 47'i' Ave. With 7BL Existing Project Veit per Veh per Hour Hour Impact bG 240 263.6% Table 25; Vehicular Delay Comparison, VEHICULAR []BELAY AA1 Peal !butt via NW 7" St. With 7BL Existing Project Seconds per Seconds per Veh Veh 56.8 210.9 Impact 271.3% �_'Il i'c•,�1. ILir+lr Access vise NW 7" St. & NW 4711' Ave. Existing Seconds per Veh With 7BL Project Seconds per Veh impact 56.8 36.3 140.0% SW 7'1' Street/Blue Lagoon Drive, Miami -Dade County Page 23 Blue Lagoon SB Drive approac Blue Lagoon SB Drive approach Submitted into the public record for item(s) P2.8 on 10/2_51t.?, City Clerk CULAR DELAY FYI I'Quk Hour Access via NW r'St. Existing Seconds per h 42. With 7BL Project Seconds per leh 7.9 mpa 5.7`)/ TRAFFIC STUDY 11,Jur Access via NW 7'1' St. & 4711Ave. With 713L Existing Project Seconds per Seconds per Table 26: Level of Service Comparison. EVEL OF SERV VII. Peak Hour Access via NW 71h St. Existing LOS With 7BL Project LOS pac E TO F CE (LOS Peak Hum' Access via NW 711' St. & NW 47'1' Ave. 1 With 7BL Existing Project OS OS LEVEL OF SERVICE P\I Peak flour Access via NW 7'1' S . Existing os With 7BL Project LOS mpa • B ue Lagoon SB Drive approacl 7Ih F TO F LOS P,\ I Peak llour Access via NW 7'1' St. & NW' 47''' Ave. With 7BL Project Existing Seconds per Veh LOS Im s act D TO E t/Blue Lagoon Drive, '-Dade Coun age 24 Submitted into the public record for item(s) PZ.8 on 10125j18, City Clerk Appendix A Existing Conditions TMC Counts R.J. Behar & Company, Inc. 6869 SW 196 Avenue, Suite 302 Pembroke Pines, FI 33332 Engineers - Planners Blue Lagoon Drive and NW 7th Street Tuesday, June 19, 2018 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk File Name : TMC Data Site Code : 00000013 Start Date 6/19/2018 Page No 1 Group8 Printed- Urishifted - Bank 1 . . . . . Southbound „ ' Westbound Northbound 1 Eastbound Start Time ' Righl 1 Thru TeTiTPedsRight Thru ! Left i Peds t.,,,,,,, ro., 1 Rojhil Thru : Left 1 Peds ., 2.pp,,,2 Ri ht.i Thrt.1 j1e141 Peds i ,,pe ',al. I tilt:1r' Olia-i 0700 AM " 31 8 21 0 60 ' 21 77 0 1 99 , 0 0 0 0 0 : 0 168 8 0 1761 335 07:15AM 14 0 5 0 19 ' 307 166 0 0 203 0 0 0 0 0730 ANA 26 0 19 0 45 3 229 0 1 233 0 0 0 0 07:45 AM 22 _ 0 16 2 „ 40 1 '7 230 0 2 239 0 0 0 Total; 93 8 61 2 164 ' 68 702 0 4 774 1 0 0 0 0 1 0 255 3 0 258 480 0 0 317 3 0 320 598 0 " 0 289 8 1 298 577 0 1 0 1029 22 1 - 10521, -1990 0800 AM 1 22 0 14 5 41 0 209 0 7 216 0 0 0 1 1 0 267 5 1 273 531 08:15 AM 17 0 16 2 35 4 251 0 3 258 1 0 0 0 0 0 0 301 6 1 308 601 0830 AM 13 0 20 3 36 4 260 0 7 271 0 0 0 1 . 0 310 5 7 322 ! 630 08;45 AM 24._ 0 19 0 216_ 0 0 217 1 0 0 0 0 0 1,, 0 282 6 2 290 1 550 Total 1 76 0 69 40 455 9 936 0 17 962 j 0 0 0 2 0 116o 22 11 1193 2312 BREAK 0400 PM 1 10 0 12 2 24 i 15 306 0 1 322 1 0 0 0 0 0 1. 0 245 13 1 259 1": 605 04:15PM : 10 0 11 0 21 12 329 0 7 3481 0 0 0 0 0" 0 272 15 0 2871 656 0430 PM 1 14 053221528502292.0001 0 283 9 0 2921 607 0445 PM : 8 0 4 3 151 9 296 0 6 31111 0 0 0 pp 0 i294 18 i 313:1 689 Total .1 42 0 32 8 82 41 1216 0 16 12731 0 0 0 1 11 0 1094 55 2 1161 1 2507 0500 PM 12 0 8 1 21 1 20 256 0 7 283 i 0 0 0 0 265 9 0 274 1 579 0515PM . 6 0 5 2 13 ' 12 315 0 2 3291 0 0 0 0 01 0 273 22 1 296 638 05:30 PM 1 7 0 7 1 15 . 18 318 0 5 341 1 0 0 0 2 2 0 276 26 0 302 11 660 0545 PM 1 11 0 10 p 21 : 9 _3462 357 i 0 0 0 0 284 19 0 303 1682 Total i 36 0 30 4 70 59 1235 0 16 1310 i 0 0 4 0 io98 76 1 1175 ' 2559 Grand Total " 247 8 192 24 471 1 177 408s 0 53 4319 i 0 0 0 7 '7 ' 0 4381 175 15 4571 1, 9368 Apprch % 1 52A 1.7 40.8 5.1 4 94.7 0 1,2 1 0 0 0 100 1 0 95,8 3.8 0.3 0.1 2 0.3 5 1 1.9 43.6 0 0.6 46.1 "" 0 0 0 0.1 ... 0.1 1 0 46,8 1,9 0.2 48 Bi Linshifted 24'7 8 192 22 469 ' 177 4054 ' 431 47 _ .7..0nshifted 1 100 100 100 91.7 99.81 100 90:1 0 84 9 _.4 0 0 , 0 71,4 71.4 1,...._ 0 99-2 100 Bank i 0 0 0 2 2 1 0 35 0 8 43 ' 0 0 0 2 2 1 0 34 0 3 37 i 84 % Bank 1 , 0 0 0 8.3 0.4 ' 0 0.9 0 15.1 1 1 0 0 0 28.6 28.6 0 0.8 0 29 0.8 1 0.9 Submitted into the public record for items) PZ.8 on 10/25/18_, City Clerk R.J. Behar & Company, Inc. 6869 SW 196 Avenue, Suite 302 Pembroke Pines, PI 33332 Engineers - Planners Blue Lagoon Drive and NW 7th Street Tuesday, June 19, 2018 File Name : TMC Data Site Code : 00000013 Start Date : 6/19/2018 Page No : 2 1 5outhbound _ Westbound Northbound _ Eastbound - --- Start 1 7 f TimeRiglll Thru I Left Peds t ,•,P,, ,r., Right Thru Left Peds nr,. Rem Thru . Leg Ped, ; k . Jgh Rl Thru i Left Pods r,rr 1 Irenue Peak HoUr Analysis From 07:00 AM to 11745 AM - Peak 1 of 1 Peak Hour for Entire intersection Begins al 07:45 AM 07:45 AM 22 0 16 2 40 I 7 230 0 2 239 0 0 0 0 0 l 0 289 8 1 298 577 08:00 AM 22 0 14 5 41 0 209 0 7 216 0 0 0 1 1 0 267 5 1 273 531 08:15 AM 17 0 16 2 35 4 251 0 3 258 0 0 0 0 0 0 301 6 1 308 601 08:30 AM 13 Q_ 20 3 36 4 260 0 7 271 0 0 0 1 1[ 0 310 5 7 322 630 row vourne ' 74 0 66 12 152 15 950 0 19 984 0 0 0 2 2 0 1167 24 10 1201 2339 %Ate. Tplal 48.7 0 43.4 7.9 1.5 96- 0 1.9 0 0 0 1Q0 _ 0 _ 97.2 2 0.8 PHF.841 .000 .825 _600 .927 _536 .913 _000 .679 908 .000 .000 .000_ .500 .500 000 .941 -750 .357 .932 ,925 Unshifted 74 0 66 10 150 15 940 0 19 974 0 0 0 1 1 0 1157 % un;hirted 100 0 100 83.3 98.7 100 98.9 0 100 99.0 0 0 0 50.0 50.0 0 99.1 100 70.0 98.9 98.9 Bank 1 0 0 0 2 2 0 10 0 0 10 0 0 0 1 1 0 10 0 3 13 , 26 % Bank 1 i 0 0 0 16.7 1.3 0 1.1 0 0 1 0 0 0 0 50.0 50.0 0 0.9 0 30.0 1.1 1 1.1 jinlg W .TC - _ n OW _ In %lel 3,41 I 1:Jo i89i I 1 _NJ _2 2 �_NJ _ _151 I 191 L. 1 0 66 10 a - a; 0 2 Ri iht Thru LIe, fl Peds 4-'T � '-'il Peak Hour Data Ndnn Peak Hour Begins at 47.15 A 1 Unshillee _Rank 1 _ T r' Leh _ Thru Right Peds d oI fl 1 11 _ 01 it 11 _ 01 0 2 0' 1 ' 11 _ ®' l_ 1 1 0. 2 2 Out In Tula) R.J. Behar & Company, Inc. 6869 SW 196 Avenue, Suite 302 Pembroke Pines, FI 33332 Engineers - Planners Blue Lagoon Drive and NW 7th Street Tuesday, June 19, 2018 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk File Name : TMC Data Site Code : 00000013 Start Date : 6/19/2018 Page No :3 1 , Southbound Westboynd ; Northbound 44, Fast' '.ound I Start I .1 it 1, 1 1 1..rhfu,i ft' . , .1 ft; ' „h hd 1 it• d ; L, , RIght Thru Le . Pets i ,,,,,,, i.rAl l Right . -e 1 Peds • A.A.... Reght ! Thru ' -e , Peds I kkk ,.. Rtg t I i r , -e Pe s I k,,k ',,,,,, Ira To I 1 Peak Hour Analysis From 12:o0PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00PM 12 0 8 1 2120 256 0 7 283 0 0 0 1 05:15 PM 1 6 0 5 2 13 1 12 $15 0 2 329 0 0 0 0 05:30 PM 1 7 0 7 1 15 1 18 318 0 5 341 0 0 0 2 Q5:45PM4_11 0 10 0 21 1.4 9 346 0 2 357 0 0 0 1 1 ,. Totai Volume 36 0 30 4 1235 0 16 1310 1 0 0 0 4 - App. TotaNt 51A 0 42.9 5 7 I 4.5 ,4 3; 0 1 2 1, 0 0 0 100 0 93.4 6.5 PHF 1 ,750 .000 .750 .500 ;833 ;.1 ,738 ,692 .000 571 ,917 .000 .000 .000 .500 500 ; .000 ,967 .731 .250 .969 1 .938 . _ .._.... .... _ .. ......_... . Unskilled ; 36 0 30 4 70 1 59 1227 1089 . % Unshifted 100 0 100 100 100 i 100 99.4 0 68.8 99.0 1 0 0 0 75.0 75.0 1 0 99.2 100 99.2 1 99.1 Bank1 0 0 0 0 0 1 0 8 0 5 13 0 0 0 1 1 1 0 9 0 9 23 % Bank 1 0 0 0 0 0 ; 0 0.6 0 31.3 1,0 1 0 0 0 25,0 25.0 ' 0 0.8 0 0.8 0.9 0 265 9 0 274 579 O 273 22 1 296 638 0 276 26 0 302 1 660 O 284 19 0 303 682 O 1098 76 1 1175 2559 100 11-0-a--111 ; t IsP‘t C‘k '<r) • •• • ,51 '1-fr.r8 Out _In Total 1-31 F : 361,, 0: 4: 30! 4j Right Thru Left Peds '14 Peak Hour Data North Peak HOW Bewns at 05'00 PM Unshifled i Bank 1 r lopft Thru Right Peds , 0 0 0 3 0 0 1.. 0; al 4; 01 1 I ' Out. In Total Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk ITE Trip Generation Tables High -Rise Apartment (222) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Number of Studies: 9 Avg. Number of Dwelling Units: 435 Directional Distribution: 50% entering, 50% exiting Trip Generation per Dwelling Unit 7 Average Rate Range of Rates Standard Deviation 4.20 3.00 - 6.45 2.32 Data Plot and Equation 4,000 3,000 2,000 1,000 0 ---,a—I 1 100 X Actual Data Points x 200 300 400 500 600 X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: Ln(T) = 0.83 Ln(X) + 2.50 700 BOO ....... • • • 1'- 900 1000 Average Rate R2 = 0.82 Trip Generation, 9th Edition • Institute of Transportation Engineers 375 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk High -Rise Apartment (222) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 17 Avg. Number of Dwelling Units: 420 Directional Distribution: 25% entering, 75% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates 0.30 0.18 - 0.47 Data Rot and Equation Standard Deviation 0.55 T = Average Vehicle Trip Ends 400 340 200 100- 0 0 X Actual Data Points 100 200 300 400 500 600 X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: Ln(T) = 0.99 Ln(X) -1.14 700 800 900 1000 1100 Average Hate R2 = 0.88 376 Trip Goperalion, 9th Edition • Institute of Transportation Engineers High -Rise Apartment (222) Submitted into the public record for item(s) PZ.8 on 10/25/18 City Clerk Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 17 Avg Number of Dwelling Units: 420 [Directional Distribution: 61% entering, 39% exiting Trip Generation per Dwelling Unit Average Rate Rane of Rates Standard Deviation 0.35 0,23 - 0.50 0.59 Data Plot and Equation 400 300 20 100 0 - ..... • ........ , • >5- X Actual Data Points ....... • ....... e 100 200 300 400 500 600 700 800 900 1000 1100 X = Number of Dwelling Units Fitted Curve - - — - - Average Rate Fitted Curve Equation: T = 0.32(X) + 12.30 0.92 Trip Generation, 9th Edition qi Institute of Transportation Engineers 377 Hote (310 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Average Vehicle Trip Ends vs: Occupied Rooms On a: Weekday Number of Studies: 4 Average Number of Occupied Rooms: 216 Directional Distribution: 50% entering, 50% exiting Trip Generation per Occupied Room Average Rate 2 Range. of Rates Standard Deviation 4.14 - 17.44 6.04 Data Plot and Equation Caution - Use Carefully -Small Sample Size 4,000 110 120 130 14U 150 160 170 180 190 200 210 220 230 240 250 260 270 280 X Actual Data Points Fitted Curve Equation: Not given X - Number of Occupied Rooms Average Rate 604 Trip Generation, 9th Edi Institute of Transportation Engineers Hotel (310) Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Average Vehicle Trip Ends vs: Occupied Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 17 Average Number of Occupied Rooms: 256 Directional Distribution: 58% entering, 42% exiting. Trip Generation per Occupied Room Average Rate 0,67 Range of Rates 0.35 - 1.10 Data Piot and E uation Standard Deviation 0,84 11 5 40 30 ?CO 100 0r 100 X Actual Data Points 200 300 400 500 X Number of Occupied Rooms Fitted Curve Equation: T 0.78(X) - 29.80 Fitted Curve — Average Rate 11,2 0.69 Trip Geueralion, 9th Edition • Institute of Transportation Engineers 605 Submitted into the public record for item(s) PZ.8 Hotel on 10/25/18, City Clerk (310) Average Vehicle Trip Ends vs: Occupied Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 20 Average Number of Occupied Rooms: 243 Directional Distribution: 49% entering, 51% exiting Trip Generation per Occupied Room Average Rate Range of Rates Standard Deviation 0.70 0.25 - 1.11 0.87 Data Plot and Equation T = Average Vehicle Trip Ends 500 40 300 2 100 a 0 ... ..... X Actual Data Points X X X x x x x x x 100 200 300 40() 500 Fitted Curve Equation: Not Given X = Number of occupied Rooms Average Rate 606 Trip Generation, 9th Edition • Institute of Transportation Engineers Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk ensixC LOS Analysis Reports Submitted into the public record for item(s)PZ.Q nnlO/25/18'City Clerk Existing Conditions AM Page 1 Lane Group EBL EBT VY8T VV8R SBL CBR Lane Configurations Vi ff tT. y Traffic Volume(vph) 24 1167 950 15 66 74 Future Volume (vph) 24 1187 950 15 56 74 Ideal Flow (vphp|) 1980 1900 1900 1900 1900 1900 Lane UN,Factor 1.00 0.95 0.95 0.85 1.00 1.00 FA 0.998 0�929 Fit Protected 8950 U77 Said, Flow (pm0 170 3539 3525 O 1891 O FUPennitted 0�060 0077 Said. Flow (Perm).1770 3539 3525 O 1691` O_ Right TumonRed Yes Yes Said. Flow (RTOR) 3 27 Link Speed (mph) 40 40 15 Link Distance (h) ` 220 ?23 221 Travel Timo(a) 38 38 1O.S Peak Hour Factor 075 0,94 0.91 0,54 0.Q2 01,84 Adj. Flow (vph) 32 1241 1O44 28 80 88 Shared Lane Traffic (%) Lane Group Flow (vph) 32 1241 1872 0 168 0 Enter Blocked Intersection NoNoNoNoNo Wo---- - -- LamuA|ignmon\ Left Left Left Right Left Right ModianYWdth(M) 12 12 12 ` Unk0ffseKM) U U O CmuxwakWNth(A) 16 18 18 Two way Left Tum Lane Yes Headway Factor 1,00 1.00 1,00 1.00 1,00 1,00 Turning Speed (mph) 15 9 16 0 Number of Detectors-^----,-1----2---2-------- 1-------- -- - Detector Template Leh Thm Thm Left Leading Detector (ft) 28 100 180 20 Trailing Detector (ft) 0 O O O Detector Pnoitinn(ft) O O O 8 Detector Size(h) , 20 O 5 20 Detector Type C|+Ex C|+Ex C|+Ex C|+Ex Detector Channel Detector 1Extend (x) U 0-0 0,0 U Detector 1 Uueue(s) 0.0 0,0 0V 0.0 Detector 1Delay (s) 8�0 U Uil OD Detector 94 94 Detector 2Size(ft) 5 6 Detector 2Type CI+Ex CItEx Detector 2Channel Detector 2Extend (x) U U Turn Type Prot NA NA Prot Protected Phases 1 1 2 2 3 Permitted Phases Detector Phase 1 1 2 2 3 Switch Phase Existing Conditions AM 6/19/2818 Baseline SynohmQReport Submitted into the public record for hem(5)PZ.g on 110/25/18, City Clerk LanoGnoup ! |EgL EBT-WET| yOGk.| - S6[ .SBk Minimum Split (s) 22.5 130.5 44.5 Total Split (s) 230 120.5 44.5 Total Split (%) 12,2% 841% 23,7% Maximum Green (s) 18.5 116.0 4U.0 Yellow Time (s) 4.0 4.0 4.0 AU'RadTime (s) 0.6 0,5 0.5 Lost Time Adjust (s) 0.0 OD 0D Total Lost Time (x) 4.5 4.5 4.5 Lead/Lag Lead Lag Load'Lug0ptimizo? You You Vehicle Extension (x) 10 10 ' 3.0 Recall Mode None None None Walk Time (x) ' 22.0' Flash Dnn|Walk (s) 11� Pedeu�anCaUu��d ' O Act Effct Gmen(s) 18.5 137,0 114,0 48 Actuatedg/C Ratio 010 034 0.61 0�22 , v/c Ratio 0.18 0.48 0,50 0,44 Control, Delay 797 107 20,9 ' 50.8 Queue Delay 0.0 O1) 0,0 0�0 Total Delay 797 107 20.0 58.8 LOS E 8 C E Approach Delay 12.4 20.9 56.8 AppmmhL0S B C E Summary Area Type: Other Cycle Length: 188 Actuated Cycle Length: 188 Natural Cycle: 190 Control Type: Semi AcFUocoord Maximumm1c Rado:0,5O Intersection Signal Delay: 18.0 Intersection Capacity Utilization 1l5.8% Splits and Phases: 3: z ICU Level of Service H ` t°�^ oa _�z Existing Conditions AM 619/2018 Baseline %ynvm9Report Page Submitted into the public record for ih*m(s)|Z.8 on1O/2S/1O'City Clerk With Proposed Project Access NVV7ThSt. kAK0\ Page Lane Group Lane Configurations TraffioVolume (vph) Future Volume (vph) Ideal Flow (vphp|) Lane UhiFactor Frt HtPmtected Sutd.Flow (pm0 F|tPemnittnJ Satcl.Flow (pmrm) Right Turn onRed SahiFlow (RTOR) Link Speed ( h) LinkDistanoe-(ft)- - Travel Time (s) Peak Hour Factor Adj. F|nw(vph) Shared Lane Traffic ��> Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) CmsswalkWidth(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number n(Detectors, Detector Template Leading Detector (h) Trailing Detector (ft) Detector 1Poddon(h) Detector 13ize(ft) Detector Type Detector 1Channel Detector ExtenU(s) Detector Quoue(x) Detector Deloy(s) Detector Position(h) Detector 2Sbe(#) Detector 2 Type Detector 2Channel Detector 2 Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) EBL| EBT `1 ft 124 1187 124 1157 1900 1900 WBT WBR SBL S8R | | 950 87 185 238 958 87 185 238 1900 1900 1900 1800 0.85 0.85 1.00 1.00 U78 0.023 0,850 0.979 1770 3539 3461 U 1883 0 0,850 0.978 1703539 3461 0 1683 8 Yes Yes � 19 32 ' 40 40 15 220 223 %B � 38 38 10,5 � 075 U4 0.91 U4 O}W 882 ^ ! 165 1241 1044 180 20 290 185 1241 1224 O 510 O �No No No - Nn�— -Nn-' No --� Left Leh Left Right Left Right � 12 12 12 � O O 0 18 16 16 � Yes 1�DO1�00 1.00 1,08 1.001.00 ! 15 8 15 8 1 2 2 l _ Left Thm Thru Left , 20100 108 20 O 0 O 8 0 8 0 0 20 G 6 20 C|tEx C|+Ex CI+Ex C|+Ex &O 8,0 &O 00 0.0 0,0 � 0.0 0�0 0.0 84 94 6 § (0 (0 0,0 OD 0.0 Prot NA NA Prot 1 17 2 3 1 12 2 3 18.0 11U 40.0 With Proposed Project Access NW 7Th St, (AM) 6�'27/2018 Baseline SynchmSReport Page Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk With Proposed Project Access NW 7Th St. (AM) Page 2 Lane Group EBL EBT VVBT WBR SBL SBR Minimum Split (s) 22.5 Total Split (s) 23.0 Total Split (°/0) 12.2% Maximum Green (s) 20.5 Yellow Time (s) 2.0 MI -Red Time (s) 0.5 Lost Time Adjust (s) 0.0 Total Lost Time (s) 2.5 Lead/Lag Lead Lead -Lag Optimize? Yes Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 20.5 139.4 114.4 Actuated g/C Ratio 0.11 0.75 0.61 IA Ratio 0.85 0.47 0.57 Control Delay 114.7 9.8 22.4 Queue Delay 0.0 0.0 0.0 Total Delay 114.7 9.8 22.4 LOS F A G Approach Delay 22.1 22.4 Approach LOS C C lnterskOli Summary Area Type: Other Cycle Length: 188 Actuated Cycle Length: 186.4 Natural Cycle:190 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 1.32 Intersection Signal Delay: 52.9 Intersection Capacity Utilization 143.5% Analysis Period (min) 15 Splits and Phases: 3: 120.5 44.5 120.5 44.5 64.1% 23.7% 116.0 40.0 4,0 4.0 0.5 0.5 0.0 0.0 4.5 4.5 Lag Yes 3.0 None 3.0 None 22.0 11.0 0 40.0 0,21 1.32 210.9 0.0 210.9 F 210,9 F Intersection LOS: D ICU Level of Service H Ill With Proposed Project Access NW 7Th St. (AM) 6/27/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record for item(s) PZ.B on 25/18, City Clerk With Proposed Project Access NW 7th St. and NW 47 Ave. (AN Page 1 4- k \, r Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations '1 ?? ?A 'r' Traffic Volume (vph) 124 1.167 950 • 61 126 238 Future Volume (vph) 124 1167 950 61 126 238 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.985 0.911 Flt Protected 0.950 0.983 Satd. Flow (prot) 1770 3539 3486 0 1668 0 Flt Permitted 0.950 0.983 Satd. Flow (perm) 1770- 3539 3486 0 1668 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 11 47 Link Speed (mph) 40 40 15 Link Distance (ft) 220 223 231 Travel Time (s) 3.8 3.8 10.5 Peak Hour Factor 0.75 0.94 0.91 0.54 0.84 0.82 Adj. Flow (vph) 165 1241 1044 113 150 290 Shared Lane Traffic (%) Lane Group Flow (vph) 165 1241 1157 0 440 0 Enter Blocked Intersection No No No No Na No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16. 16 16 Two way Left Tum Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 2 2 1 Detector Template Left Thru Thru Left Leading Detector (ft) 20 100 . 100 20 Trailing Detector (ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 Detector 1 Type CI+Ex CI+Ex ,CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s). 0.0 0:0 0.0 . 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot • NA . NA Prot Protected Phases 1 1 2 2 3 Permitted Phases Detector Phase 1 1 2 2 3 Switch Phase Minimum Initial (s) 18,0 114.0 40.0 With Proposed Project Access NW 7th St. and NW 47 Ave. (AM) 6/27/2018 Baseline Synchro 9 Report Page 1 Submitted into the public record foritem(s) PZ.Q on10/25/18'City Clerk With Proposed Project Access NVV /Uh St. and NVV47Ave. (\K8) ~4 +_ 4^ \~ ~/ Lane Group _EBL EBT VNBT- VVBR _ SBL SBR Minimum Split (s) 22.5 120.5 44.5 Total Split (,) 23.0 120.5 44.5 Total Split (%) 122% 641% 217% Maximum Green (s) 20.5 1160 40,0 Yellow Time (s) 2.0 4.0 4,0 All -Red Time (s) 0�5 O�5 0�5 Lost Time Adjust (s) H 0.0 OD Total Lost Time (s) 25 4.5 4.5 Load)Lag bad Lag ' Lead -Lag Yes Yes Vehicle Extension (s) lU ' 3.0 10 Recall Mode None None None Walk Time (s) . 22.0 Flash Don(Walk (c) 11,0 Pedestrian Calls (#!hr) ' n Act EMctGreen (s) 20,5 138�O 114,0 4O0 Actuated g/CRatio 011 075 O�61 &22 wtRahn 0.85 047 O�54 1]1 Control Delay 1142 Q� 21.8 130.3 Queue Delay 0.8 0,0 0.0 0�6 Total Delay 1142' 9�8 21,8 136.3 LOS F A C F Approach Delay 22121�8 1X3 AppmachLOS C C F In ,— c~~—`^~^~~ Area Type: Other Cycle Len8th: 188_ � Actuated Cycle Length: 186 Natural Cycle: 1AO Control Type-, SenniAd-Uoxoofd Maximum wtRatio: I11 Intersection Signal Delay: 38J intersection Capacity Utilization 1415% Analysis Pehod(min) 15 Splits and Phases: 3: Intersection LO3:D ICU Level ot Service H Page 32 With Proposed Project Access NW7thSt. and NVV47Ave, V\M> 6O7/2018Baseline SynchmQReport Page Submitted into the public record for bem(s)P3.D on1O/2S/l8.City Clerk PK4Existing Conditions Page Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphp|) LamoUh|. Factor Fd Fit Protected Satd.Flow (pmt) FhPprmitted SoM.Flow (pmnn) Right Turn mnRed Satd.Flow (RTOR) � Link ) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic y�) � Lane Group Flow (vph) Enter Blocked Intersection � Lane Alignment MedanWidth(ft) � Link Offset(ft) Cmum°alxvvmmy9 � Two way Left Turn Lane Headway Factor � Turning Speed (mph) Number of Detectors ! Detector Template Leading Detector nn ! Trailing Detector (ft) Detector /Pnouunpq Detector 1Oizn(ft) Detector 1Type Detector 1 Channel Detector 1Extend (s) Detector 1Queue (s) Detector 1Delay (d Detector 2PoaiUon(ft) Detector 2Si/e(ft) Detector 2 Type Detector 2Channel Detector 2Extend (s) Turn Type Protected Phases Permitted Phases ' Detector Phase Switch Phase Minimum Initial (s) 1l0 15 � 1 Left � 20 - 0 20 Is tf tll� y 76 1098 1235 59 30 38 76 1098 1235 59 30 26 1800 1800 1900 1900 1900 1900 1.00 0.95 0,95 0,95 1�00 1Z 0,092 0.926 O&58 0.978 1770 3539 3511 0 1687 U 0.950 0.978 1770 3539 3511 O 1687 0 Yes Yes ! 6 29 40 40 15 � 228 223' 231 lO 38 10.5 073 0�96 UO034 075 0.75 104 1144 1388 80 40 48 104 1144 1468 0 88 0 No^ NoNoNoNo No Left LO Left Right Left Right 12 12 12 � 0 0 0 16 16 16, ! 0o 1,00 1'00 | 1.00 1�00 U0 | 9 15 O 2 2 1 � Thru Thm Left 100 100 20 ' O O O A O O � 8 0 20 C|+Ex CI+Ex CI+Ex 0.0 0.0 8.0 U &0 0.0 U 00 0.0 94 94 8 6 0,0 OO (0 0.0 0.0 Prot NA NA Prot 1 12 2 3 18.0 114,0 40.0 PMExisting Conditions 4:OOpm@1O/2O18Baseline SynchmQReport PMExisting Conditions �^ Submitted into the public record foritom(s) PZ.& on1O/25/18.City Clerk | �SBL SGR, Minimum Split (s) 225 1215 445 Total Split (n) 23,0 120.5 44.5 Total Split (%) 12.2% 641% 23,7% Maximum Green (s) 1&5 1168 40.0 Yellow Time (d 4,0 4,0 4,8 All -Red Time (s) 0.5 0.5 6.5 Lost Time Adjust (s) OD 0.0 _OD - Total Lost Timo(s) 4,5 4.5 4.5 Lead/Lag Lead Lag ^ Lead -Lag Optimize? Yes Yes Vehicle Extension (s) lO 3.0 / 10 Recall Mode None None None Walk Time (s) �_ 22.0 Flash Dont WalkhJ 11.0 Pedestrian Calls (#/hd U Act Effct Gmon(s) 18,5 137�8 114,8 40,0 Actuated g/CRatio 0.10 O�74 0.61 0,21 v/c Ratio 0.50 044 00 0.23 Control Delay 854 10.1 257 422 Queue Delay 0.0 M 0.0 H Total Delay 954 10.1 257 421 LOS F 8 C D Approach Delay '17.2 257 422 Area Type: Other Cycle Length: 188 Actuated Cycle Length: 188.8 Natural Cycle�190 Control Type: Semi Act-Uncoord Maximum wtRatio 0.88 Intersection Signal Delay: 22.5 Intersection Capacity Utilization 135.8% Analysis Period (min)15 Splits and Phases: l 5 Intersection LOS,C ICU Level,of Service H — ^ PM Existing Conditions 4:00 pm 6/19/2018 Baseline Synchm0Report Submitted into the public record for hcm(s)[Z.Q on 20/25/18, City Clerk With Proposed Project Access NVV71h St. (PK4> Page 1 Lane Group EBL EBT $8T |WBR | SBL SBR, ] Lane Configurations Ii ti Traffic Volume (v»h) %D 1088 Future Volume (vph) 232 1088 Ideal Flow (vyhp|) 1900 1900 Lane Ud|. Factor 1,08 0,95 Frt F|iPmkmted 0.950 Satd.Flow (pmi) 1770 3530 F|t Permitted 0.950 Satd.Flow (pmm) 1770 3539 Right Turn nnRed Satd,Flow URT0R' 21 33 ! Link 40 40 15 Link Distance VU 220 223 231 � Travel Time (s) 18 3,8 1O5 Peak Hour Factor 073 0O7 0.89 0J4 075 075 318 1132 1388 250 183 219 Shared Lane Traffic� Lane Group Flow 318 /112 1638 0 382 0 Enter BNckedIntersecOohWo — No No No No No--� Lana Alignment Left Left Left Right Left Right MedionWWth(ft) 12 12 12 Link O O 0 Crosswalk Width(ft) 16 16 16 ! Two way Left Turn Lane 0s Headway pax'r _ 1.00 1,00 1.08 1�VO 1.00 1�00 Turning Speed 15 S 15 9 Number of Detectors 12 2 1 � Detector Template Lefl Thm Thru Left Leading Dateobr(M) ` 20 180 100 20 ' Trailing Detector U 0 0 O Detector O 0 0 0 � Detector 8ze(fl) 20 6 h 0 Detector 1Type O+Ex CI+Ex C|+Ex C|+Ex Detector 1Channel Detector 1Extend (a) 0.0 0.0 0.0 U0 Detector 1Queue (s) 0,0 0.0 0.0 OO Detector 1Delay (o) 0.0 9.0 0.0 8,0 Detector 2Poohion(fl) 94 94 Detector 2Sizo(M) G § Detector 2Type C|+Ex C\+Ex Detector 2Channel Detector 2Extend (o) 0.0 0,0 Turn Type, pm( NA NA Prot Protected Phases 1 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase tT. y 1285 185 122 164 1235 185 122 164 1900 1900 1900 1900 095 O�95 1.00 1.00 0.977 U�92 0.979 3458 8 1683 0 0.978 3458 O 1683 0 � Yes Yen � With Proposed Project Access NW9th St. (PM) 6/27Q018 8aan||ne SynchmSReport Page Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk With Proposed Project Access NW7th St. (PM) Page 2 Lane Group EBL EBT WBT WBR SBL SBR Minimum Split (s) 22.5 Total Split (s) 22.5 Total Split (%) 12.0% Maximum Green (s) 20.0 Yellow Time (s) 2.0 All -Red Time (s) 0.5 Lost Time Adjust (s) 0 0 Total Lost Time (s) 2.5 Lead/Lag Lead Lead -Lag Optimize? Yes Vehicle Extension (s) 3.0 Recall Mode None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (Aihr) Act Effct Green (s) 20.0 139.7 115.2 Actuated g/C Ratio 0.11 0.75 0.62 v/c Ratio 1.68 0.43 0.77 Control Delay 373.7 9.3 28.6 Queue Delay 0.0 0.0 0.0 Total Delay 373.7 9.3 28.6 LOS F A C Approach Delay 89.2 28.6 Approach LOS F C intelOctiall,tuolmarY Area Type: Other Cycle Length: 187.5 Actuated Cycle Length: 186.7 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 1.68 Intersection Signal Delay: 62.6 Intersection Capacity Utilization 154.2% Analysis Period (min) 15 Splits and Phases: 3: 120.5 44.5 120.5 44.5 64.3% 23.7% 116.0 40.0 4.0 4.0 0.5 0,5 0.0 0.0 4.5 4.5 Lag Yes 3.0 None 3.0 None 22.0 11.0 0 40.0 0.21 0.99 107.9 0.0 107.9 F 107.9 F Intersection LOS: E • ICU Level of Service H I 401 2 With Proposed Project Access NW7th St. (PM) 6/27/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk With Proposed Project Access NW 7th St. and NW 47 Ave. (P(\) .'age 1 - 1-- k \*. d Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 'i TT Traffic Volume (vph) 232 1098 1235 129 76 164 Future Volume (vph) 232 1098 1235 129 76 164 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt 0.983 0.908 Fit Protected 0.950 0.984 Satd. Flow (prot) 1770 3539 3479 0 1664 0 Fit Permitted 0.950 0.984 Satd. Flow (perm) 1770 3539 3479 0 1664 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 13 53 Link Speed (mph) 40 40 15 Link Distance (ft) 220 223 231 Travel Time (s) 3.8 3.8 10.5 Peak Hour Factor 0.73 0.96 0.89 0.74 0.75 0.75 Adj. Flow (vph) 318 1144 1388 174 101 219 Shared Lane Traffic (%) Lane Group Flow (vph) 318 1144 1562 0 320 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 ' 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 2 2 1 Detector Template Left Thru Thru Left Leading Detector (ft) 20 100 100 20 Trailing Detector (ft) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 Detector 1 Type CI+Ex Cl+Ex CI+Ex Ct+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot NA NA Prot Protected Phases 1 1 2 2 3 Permitted Phases Detector Phase 1 1 2 2 3 Switch Phase Minimum Initial (s) 18.0 114.0 40.0 With Proposed Project Access NW 7th St. and NW 47 Ave. (PM) 12:00 pm 6/27/2018 Baseline Synchro 9 Report Page 1 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk With Proposed Project Access NW 7th St. and NW 47 Ave. (PM) Page 2 s - z ti r Lane Group EBL EBT WBT WBR SBL SBR Minimum Split (s) 22.5 120.5 44.5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 12.2% 64.1% 23.7% Maximum Green (s) 20.5 116.0 40.0 Yellow Time (s) 2.0 4.0 4.0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 2.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3,0 Recall Mode None None None Walk Time (s) 22.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (Mr) 0 Act Effct Green (s) 20.5 140.1 115.1 40.0 Actuated g/C Ratio 0.11 0.75 0,62 0.21 vic Ratio 1.64 0.43 0,73 0.81 Control Delay 355.7 9.3 27.4 74.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 355.7 9,3 27.4 74.3 LOS F A C E Approach Delay 84,6 27.4 74.3 Approach LOS F C E Intersection Summary Area Type: Other Cycle Length: 188 Actuated Cycle Length: 187.1 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum vic Ratio: 1,64 Intersection Signal Delay: 56.9 Intersection Capacity Utilization 154.2% Analysis Period (min) 15 Splits and Phases: 3: 10'01 l� Intersection LOS: E ICU Level of Service With Proposed Project Access NW 7th 5t. and NW 47 Ave. (PM) 12:00 pm 6/27/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record for itenn(s)PZ,@ on 10/25/18, City Clerk Projected year 2023 Existing Conditions AM Page -1* —� *_ 4~ \° 4/ Lane Group | Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphp|) LanoUhi Factor Fri Fit Protected Said, Flow (pmA Fit Permitted Satd.Flow (penn Right Turn on Red Said. Flow (RTOR) � Link -Speed— — Link Distance (ft), � Travel Time (s) Peak Hour Factor AdkFlow (vph) Shared |Lane Traffic Lane Group Flow (vph) _ Enter""o^�d"."=""~"". � Lane Alignment ModaniWidth(ft) � Link Offset(ft) Crosswalk Wdth(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number ofDetectors. Detector Template Leading Detector (ft) � Trailing Detector (ft) Detector 1pox0on(ft) � Detector 1@zm(ft) Detector IType ' � Detector Channel Detector 1Extend (s) Detector Ouauo(o) Detector IDelay (m) Detector 2Puohion(h) Detector 2Sizm(ft)` Detector 2 Type Detector 2Channel Detector 2Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Ek" ERT � tt 26 1282 26 1282 1900 1800 K95@ 1770 0.950 1770 35 35 No Left 1^U0 15 Left D} O 20 C|+Ex VNBR. SBL SBR � | y 1044 16 73 81 1044 16 73 81 1900 1800 1900 1900 0/95 KSS 1.00 1l0 0.977 3530 3525 O 1693 U 0.977 3529 3525 ' U 1693 0 Yes Yes 3 � �26 � 40 40 15 228223 231 38 18 10.5 0,04 0,91 ! 0,54 / 0,82 0.84 ! 1364 1147 30 89 96 WBT 1364 1177 0 185 O No No No Nn�----No -- LeftLeft Right Left Right 12 12 12 O O 0 16 16 |— lG | Yes 1�00 1.00 | 1101,00 1�00 ! 9 15 8 2 2 | 1 ! Thm Thm L� 100 108 ! ' 20 � 8 U 0 O O0 � G G 20 C|+Ex C|+Ex C|+Ex 0.0 U 0.0 0.0 0.0 0.0 &O 0.0, O.O 94 94 G 6 O+Ex CI+Ex &O KO Prot NA NA Pm( 1 12 2 3 1U 114.0 40.0 Projected year 2023Existing Conditions AM 6/19Q018@uoe|ina SynchmSReport Page �� �... ';� Intersection LOS:B ICU Level of Service H � Submitted into the public record for kem(s)PZ.8 on 10/35118' City Clerk Projected year 2023 Existing Conditions AM Page ~� Lane Group EBL EBT �R|— �Br. ��� Minimum Split (s) 22,5 120.5` 44.5 Total Split(s) 23.0 120.5 44.5 Total Split (%) 122% 54]% , 217% Maximum Green (s) 18.5 116.0 40.0 Yellow Time (s) 4.0 4,0 4�O All -Red Time (n) 0.5 05 &5 Lost Time Adjust (s) H &O ` 0.0 Total Lost Time(s) 45 4.5 1.5 Lead/Lag Load Lag Load'La0OpUmize? Yes Yen Vehicle Extension (o) lO lO lU Recall Mode None None None Walk Time (o) �-_-^220 Flash Dnn(Walk (s) 11�0 Pedestrian Calls (4/hr) 8 Act Ef(cl Green 18.5 137.4 114.4 40.0 Actuated g/CRatio 0.10 074011 021 wtRatio O�0 O�52 0.54 0,48 Control Delay 88.5 11�3 22�O ! 597 Queue Delay 0.0 0O 0.0 88 Total Delay 80.5 11.3 22.0 59.7 LUS F Q C E Approach Delay 131 22.0" 597 In terse rnmary .dion'S| � ] `=j - Area Type: Other Cycle Len0ft188 Actuated Cycle Length: 185.4 Natural Cycle: 190 Control Type SemiAct'Un000rd Maximum mrRatio: &54 Intersection Signal Delay: 210 Intersection Capacity Utilization 1358% Analysis Period (min)15 Splits and Phases: Projected year 2023 Existing Conditions AM 6/19018 Baseline SynohmQReport Submitted into the public record for item(s) PZ.Q on 10/25/18, City Clerk Projected year 2023 With Proposed Pje{tAomaSsNVV7ThSD.��.vy _'# �— k` L F'age1 Lane Configurations 0i ft ti. y Traffic Volume (vph) /50 1282 1044 113 258 310 Future Volume (vp ) 150 1282 1044 113 258 319 Ideal Flow (vyhp0 1800 1900 1980 1900 1800 1900 Lane UliFactor 1�00 095 0.95 0,95 108 1,00 Fri 0.977 0.025 FkPmtedmd 0.850 O�078 Said, Flow (pmU 1770 3538 3458 U 1685 O FKPenniKed 0,950 0�978 Said, Flow (penn) ' 1770 3539 3458 O 1685 8 Right Turn onRed Yes Yes Said. Flow (RT0R) 21 31 Link 40 40 15 Link Distance M 220 223 231 Travel Time (n) . 38 18 1U�5 Peak Hour Factor 035 U4 O�91 O�54 Ci84 0,82 Adj. Flow (vph) 200 1364 1147 209 307 389 Shared Lane Traffic (%) � Lane Group Flow (vph) 200 1364 1358 0 690 0 Enter BlockedIntersection Nu� No No�� �No Nm������ �Nd' Lane Alignment Loft Leh Loh Right Left Right MediamWidth(ft) 12 12 12 Link O O 0 CroeswalkQV@th(A 16 16 16 Two way Left Turn Lane Yes Headway Factor 1,00 UO 1,00 1.00 1 M 1,08 Turning Speed (mph) 15 Q 15 9 Number o(Detectors ' 1 2 2 1 Detector Template Left Thm &m Left Leading Datector(ft) ! 20 100 180 20 Trailing Detector (U O 0 O 0 Detector Pnxkion(ft) 0 U 0 0 Detector Sizeft 20 0 8 20 Detector 1Ty»n C|+Ex [JtEx C|+Ex O+Ex Detector 1Channel Detector 1Extend (x) OD 0.0 0,0 08 Detector Queue (s) U 0.0 0.0 00 Detector 1Delay Qs)0,0 0.0 0.0 &0 Detector 2 Posilion(ft) 94 94 Detector 2SizaU0 6 8 Detector 2Type C|+Ex C|+Ex Detector 2Channel Detector 2Extend (u) 0,0 0,0 Turn Type Prot NA NA Prot Protected Phases 1 12 2 J Permitted Phases Detector Phase 1 12 2 3 Switch Phase Projected year 2O23With Proposed P n ec Access NWTThSt, @kQG/27C018Baseline SyncmOReport Page Submitted into the public record for item(s) PZ.8 on 10/25/1.8, City Clerk Projected year 2023 With Proposed Project Access NW 7Th St. (AM) Nage 2 - 4. \* 4/ Lane Group EBt. EBT MI WBR SBL SBR Minimum Split (s) 22.5 120.5 44.5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 12.2°/0 64.1% 23.7% Maximum Green (s) 20.5 116.0 40.0 Yellow Time (s) 2,0 4,0 4,0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 2.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3,0 3.0 Recall Mode None None None Walk Time (s) 22.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#/hr) ' 0 Act Effct Green (s) 20.5 139,8 114.8 40.0 Actuated g/C Ratio 0.11 0.75 0.61 0.21 v/c Ratio 1.03 0,52 0.64 1.81 Control Delay 149.7 10.4 24.0 410,3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 149.7 10.4 24.0 410.3 LOS F B C F Approach Delay . 28.2 24.0 410.3 Approach LOS C C F Area Type: Other Cycle Length: 188 Actuated Cycle Length: 186.8 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 1.81 Intersection Signal Delay: 100.2 Intersection Capacity Utilization 154.7% Analysis Period (min) 15 Splits and Phases: 3: Intersection LOS: F ICU Level of Service H Projected year 2023 With Proposed Project Access NW 7Th St. (AM) 6/27/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record for item(s)PZ.O on1O/25/18'City Clerk Projected year 3023 With Proposed Project Access mvv / /n ut. mr/u mvv -t' Ave. K\M\ Page 1 Lane Configurations ft fT. y Traffic Volume (vph) . 150 1282 1044 77 189 319 Future Volume (vph) 150 1282 104 77 199 319 Ideal Flow (vphp|) 1900 1900 1900 1900 1000 1980 Lane UWFactor 1.00 0/95 0.95 0.95 1/00 iOO R1 0,883 0,818 F|iPmtected U50 OS81 Sald 0 --1770 - 3538 3470 0 1674 U FUPennifted 0.950 U81 Said. Flow (punn---��- ----1770-!-3539 2470 0 1674 0 Right Turn on Red Yes Yes Satcl, Flow Link Speed (mph) Link Distance (ft) Travel Time Peak Hour Factor Adj. F|mw(vph) Shared Lane Tmmc(,/o) / Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment MedionVVidth(ft) Link0 Cmxm*aNWid|h(h) Two way Left Turn Lane Headway Factor � Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) � Trailing D/teukx(ft) Detector 1PooKion(ft) � Detector |Gbe(ft) Detector 1Type Detector 1Channel Detector 1Extend'(s) Detector 1Queue (o) Detector 1Delay (x) Detector PooNon(N Detector 2Sire(#) Detector 2Type Detector 2Channel Detector 2Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 200 200 No Left 0 20 {I+Ex -- -1340--- 40 48 15 220 223 231 3.8 3,8 10.5 0.94 0.01 O�54 U]N 0.92 1364 1147 143 237 389 1364 1290 O 628 O No No No ! No No Left Left Right Left Right 12 12 12 O 0 O 18 16 16 Yes 1,00 1�0O 1.00 1.00 1.00 9 15 9 2 2 1 Thru Thru Left 180 180` 28 0 0 O 0 O 0 G G 20 CI+Ex C|+Ex C|+Ex U 0,0 &0 U O0 0.0 KD 0.8 U 94 94 6 0 00 (0 (0 O0 0.0 ' Pm( NA NA Prot 1 12 2 3 1 12 2 ] 18.0 114.0 408 Projected year 2O23With Proposed Project Access NVV7ThSt. and NVV47Ave. (AM) 8/27/2818Baoelino Synom8Report Page Submitted into the public record for items) PZ.8 on 10/25/18, City Clerk Projected year 2023 With Proposed Protect Access NW 7Th St. and NW 47 Ave. (AM) Page 2 4- Lane Group EBL EBT WBT WBR SBL SBR Minimum Split (s) 22.5 120.5 44,5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 12.2% 64.1% 23.7% Maximum Green (s) 20.5 116,0 40.0 Yellow Time (s) 2.0 4.0 4.0 AO -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 2.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) 22.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#1hr) 0 Act Effct Green (s) 20.5 139.4 114.4 40.0 Actuated gIC Ratio 0.11 0.75 0,61 0.21 vic Ratio 1.03 0.52 0.60 1.61 Control Delay 149.1 10.5 23.3 323.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 149.1 10.5 23.3 323.3 LOS F B C F Approach Delay 28.2 23.3 323.3 Approach LOS C C F Intersection Summary Area Type: Other Cycle Length: 188 Actuated Cycle Length: 186.4 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum vlc Ratio: 1.61 Intersection Signal Delay: 79.4 Intersection Capacity Utilization 154.2% Analysis Period (min) 15 Splits and Phases: 3: -hoi z Intersection LOS: E ICU Level of Service H Projected year 2023 With Proposed Project Access NW 7Th St. and NW 47 Ave, (AM) 6/2712018 Baseline Synchro 9 Report Page 2 Submitted into the public record for hem(s)PZ.8 nn1O/25/18.City Clerk Projected year 2023 Existing Conditions (PM) Page Traffic Volume (vph) _ 83 106 1357 65 33 40 Future Volume (vph) 83 1206 1357 65 33 40 Ideal Flow (vphpU 1800 1000 1900 1980 1900 1908 Lane UUiFactor 1Z U5 0.85 0,85 1�08 1�00 FK 0.992 0g26 Fit Protected 0,950 0878 Sam.Flow (pmt) 17703539 3511 O 1687 O Fit Permitted 0.950 0.978 Satcl.Flow [penn) 1770� 3539 3511 U 1687 O Right Turn on Red Yes Yes 8etcl. Flow(7TOR) S 29 Link Speed (nph) 48 40 15 Link Distance 8V 30 223 231 Travel Time ($ 38 18 10.5 Peak Hour Factor 0.72 0.960.89 0.74 O�75 0J5 AdiFlow (vpb) 114 1258 1525 88 44 53 Shared |Lane Traffic �� Lane Group Flow (vph) 114 1256 1613 O 87 O Enter &c ed1nters6cUon No!----No----NoNm---No----/Nn-� Lane Alignment Left Left Leh Right Loh Right Median Wid|h(h) 12 12 12 UnkOMoo(ft) O O O Cronm*alkVNdth(ft)- 16 16 -. � 16 Two way Left Turn Lane Yes Headway Factor lOU 1lN 1�UO i 1.00 ! 1�00 1.00 Turning Speed (nph) 15 9 15 0 Number ofDetectors 12 2 1 � Detector Template Left Thru Thm Left Leading Detector (ft) 20 100 100 20 ` Trailing Detector (ft) O O O O Detector 1poshion(ft) O 0 O 8 Detector Sizeft) 20 S G 20 Detector Type C|+Ex C|+Ex O+Ex C|+Ex Detector 1Channel Detector 1Extend (n) � � U 0.8 0.0 U ' Detector 1Queue (s) U 0.0 U OO Detector1Delay (s) U 0.0 0.0 .0O Detector 2 Position(ft) 94 94 Detector 2Sbe(ft) 6 8 Detector 2Type C|+Ex C|+Ex Detector 2Channel Detector 2Extend (s) 0.0 8.0 Turn Type Prot NA NA Prot Protected Phases 1 1 2 2 3 PnmnitedPhoaox, Detector Phase 1 12 2 J Switch Phase Pm�eotedyear 2O23 Existing Conditions (PIV)4:000m6/19/2U18Baseline Sywchm0Report Page Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Projected year 2023 Existin_u Conditions (PM) Page 2 \ 4/ Lane Group EU. EBT , BL SBR Minimum Split (s) 22.5 120,5 44.5 Total Split (s) 23 0 120.5 44.5 Total Split (%) 12.2% 64.1% 23.7% Maximum Green (s) 18.5 116.0 40.0 Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0,0 0.0 Total Lost Time (s) 4,5 4,5 4,5 Lead/Lag Lead Lag Yes Yes 3.0 3,0 3.0 None None None Lead -Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio vlc Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 18.5 138.2 115.2 0.10 0.74 0.62 0.65 0 48 0.75 99.5 10.7 28.2 0.0 0.0 0.0 99.5 10.7 28.2 F B C 18.1 28.2 B C Intersection Sumn1 Area Type: Other Cycle Length: 188 Actuated Cycle Length: 187.2 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum vlc Ratio: 0.75 Intersection Signal Delay: 24.2 Intersection Capacity Utilization 135.8°70 Analysis Period (min) 15 Splits and Phases: 3: 22.0 11.0 0 40.0 0.21 0.25 44.6 0.0 44.6 44.6 Intersection LOS: C ICU Level of Service H Projected year 2023 Existing Conditions (PM) 4:00 pm 6/19/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record for item(s)PZ.8 onIO/25/18'City Clerk Projected year 2023 With Proposed PrO'ectACceoS NVV7th 8L PM Page 1 4_ 4^ Lane Configurations ft tT, y Traffic Volume (vph) 315 1206 1357 250 155 204 Future Volume (vph) 315 1206 1357 250 155 204 Ideal Flow (vphp|) 1900 1900 1000 1900 1000 1000 Lane UdiFactor 1,00 0.95 0.95 0,95 1�00 1.00 Frt 0,073 0.923 F|(Pm|eoted 0.950 O�978 Satd,Flow (pm0 1770 3538 3444 O 1683 0 F|iPennitted 8.850 8�979 Catd,Flow (yenn) 1770 3539 3444 0 1083 O Right Turn on Red Yes Yes Sa\d. Flow(RTDR) 28 32 Link 40 40 15 Link Distance (h) 220 223 231 Travel Time (s) 18 18 10,5 Peak Hour Factor ' 0,73 8.97 088 U4 0,75 0.75 432 1243 1525 338 207 272 Shared Lane namxpx> Lam 432 1243 1863 U 479 O EnterBlocked Intersection No No NoNoNoNo Lane Alignment Left Leh Left Right Left Right ModianWidth(ft) 12 12 12 Link 8 V 8 Crosswalk - - 16 16 18 Two way Left Turn Lane Yes Headway Factor 1,80 .l.00 1M 1101,00 1,00 Turning Speed Vnph 15 S 15 9 Number of Detectors 1 2 2 1 Detector Template Left Thm Thm Left Leading Datector(ft), 20 100 100 ' 20 Trailing Detector (ft) 0 0 0 0 Detector 1Po»fom(ft) O 0 0 8 Detector 18ize(h) 20 6 G 28 Detector 1Type C|+Ex C|+Ex C|+Ex C|+Ex Detector Channel Detector 1Extend (u) 0.0 OD U DO Detector 1Queue (o) 0.0 0.0 0.0 0.0 Detector 1Delay (o) 0,0 00 0.0 0.0 Detector 2Pomtion(ft) 84 94 Detector 28m0V 8 0 Detector 2Type C|+Ex C|+Ex Detector 2Channel Detector 2Extend (s) 0.0 OD Turn Type Prot NA NA Pm( Protected Phases 1 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Projected year 2O23With Proposed Project Access NW7hSt. (PM)6/27/2018Baseline Syncm9Report Submitted into the pubic record for item(s) PZ.8 on 10/25/18, City Clerk Projected year 2023 With Proposed Project Access NW7th St. (PM) Page 2 ,LaMOup' Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approacli'Delay Approach LOS \s. EBL EBT WBT L VVBR SBL SBR 22.5 120.5 44.5 22.5 120.5 44.5 12,0% 64.3% 23.7% 20.0 116,0 40.0 2.0 4.0 4.0 0.5 0.5 0.5 0.0 0.0 0.0 2.5 4.5 4.5 Lead Lag Yes Yes 3.0 3.0 3,0 None None None 22.0 11.0 0 20.0 140.5 116.0 40.0 0.11 0,75 0,62 0.21 2.30 0.47 0.87 1,25 631.1 9.8 34,9 184.0 0.0 0.0 0,0 0.0 631,1 9,8 34.9 E 184.0 F A C t70,0 34,9 184.0 F C IrtersectGn Summary Area Type: Other Cycle Length: 187.5 Actuated Cycle Length: 187.5 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum vic Ratio: 2,30 Intersection Signal Delay: 109.0 Intersection Capacity Utilization 156.6% Analysis Period (min) 15 Splits and Phases: 3: 0111102 Intersection LOS: F ICU Level of Service H Projected year 2023 With Proposed Project Access NW7th St. (PM) 6127/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record for item(s)pZ.8 on 10/25/18, City Clerk Projected year 2023 With Proposed Project Access NVV7th St.. and NVV 42 Ave, (PM) Page 1 Lon��mop. � Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphp|) Lane UW,Factor Frt Fit Protected Sutd.Flow (pmU FkPenniUod Sam.Flow (penn) Right Turn on Red Satd. Flow (RTR) Link Speed (mph) Link Distance (h) Travel Time (y) PemkHnurFodor Adji.Flow (vph) Shared Lane Traffic (�) Lane Group Flow (vph) EnterBlocked Intersection Lane Alignment MedianVVidth(ft) Link Off uoVft) Cmsowa|kVV|d[h(k) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading |Detector (M) Trailing Detector (8) Detector I9oxNon(fl) Detector 1 Size(ft) Detector 1 Type Detector Channel Detector 1Extend (x) Detector Oumue(a) Detector 1Delay (s) Detector 2PosiUon(M) Detector 2Size(M) . Detector 2Type Detector 2Channel Detector 2Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) .# .EBL| Vi 315 315 1300 1.00 U50 1770 0�O5O 1770 0.73 32 432 No Left O20 CI+Ex Prot 1 1 12 18,0 EBT- _Vy8T. VVBR S8R. � | ++ 1T. 1206 1357 1200 1357 1900 1900 0.85 0.95 0078 3538 3461 3539 3461 19 40 40 220 ZD 18 3,8 O.G7 8.89 1243 1525 1243 1787 No No Left Left 12 12 0 O YG iG Yes 1.00 1,00 2 2 Thm Thru 100 100 O 0 Q O G G C|+Ex CI+Ex 0.0 0.0 0,0 Uo OO &0 94 94 G 6 CNEx CI+Ex 0,0 &0 IN NA 12 2 2 114�O y 194 108 204 194 109 204 1900 1900 1900 0.95 1l0 1,00 0.912 0.983 O 1870 O 0.983 0 1670 O Yes Yes 48 15 � 231 10.5 0,74 K5, 0.75 262 145 272 0 417 —No�' -Nu Right Left 12 16 O �No Right 1,00 1.00 1�00 9 15 9 1 Left 20 O 20 0) OO (0 Prot J 3 Projected year 2023 With Proposed Project Access NW7th St. and NW 42 Ave. (PM) 6/27/2018 Baseline SynomDReport Page Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Projected year 2023 With Proposed Project Access NW7tn 6t. and NVV 41 Ave. (HM) F'age 2 - Lane Group EBL EBT WBT WBR SBL SBR Minimum Split (s) 22.5 120.5 44.5 Total Split (s) 22.5 120.5 44.5 Total Split (%) 12.0% 64.3% 23.7% Maximum Green (s) 20.0 116.0 40,0 Yellow Time js) 2.0 4.0 4.0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust jsj 0.0 0.0 0.0 Total Lost Time (s) 2.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) 22.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#1hr) 0 Act Effcl Green (s) 20.0 140.1 115.6 40.0 Actuated 91C Ratio 0.11 0.75 0.62 0.21 v/c Ratio 2.30 0.47 0.83 1.06 Control Delay 629.0 9.8 32.3 122.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 629.0 9.8 32.3 122.1 LOS F A C F Approach Delay 169,5 32.3 122,1 Approach LOS F C F intersection Summary Area Type: Other Cycle Length: 187.5 Actuated Cycle Length: 187.1 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum vlc Ratio: 2.30 Intersection Signal Delay: 101.2 Intersection Capacity Utilization 156.6% Analysis Period (min) 15 Splits and Phases: 3: Intersection LOS: F ICU Level of Service H Projected year 2023 With Proposed Project Access NW7th 5l. and NW 42 Ave. (PM) 6127/2018 Baseline Synchra 9 Report Page 2