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Submittal - Richard Alayon - Motion to Grant Blue Lagoon Condo Assoc. Party Status
Submitted into the public record for items on City Clerk IN THE CITY COMMISSION IN AND In Re: FOR THE CITY OF MIAMI, FLORIDA File ID 44856, Item #PZ.8 on Agenda for October 25, 2018 Meeting, Property Located at 4865, 4875, & 4$85 NW 7 St., Miami, FL 1 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, 5+091, 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,'` The legal description of Blue Lagoon's property is as follows: PARCEL I: 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. Such Survey is attached to this motion as Exhibit "I". ' Blue Lagoon's Property Appraiser Records are attached to this motion as Exhibit "2". 135 San Lorenzo Avenue, Suite 820, Coral Gables, Florida 331.46 Phone: (305) 221.2110 - Facsimile: j305) 221-5321 49 -ca, - &bn dal-R,�,J--MA-Aan-(v)A,Qn-�6oA413k)t b% � � JEal 1s Submitted into the public record for items) PZ.8 on 10 25 18 City Clerk File No. 4556; Commission Agenda Item PZ.8, October 25, 2018 Motion to Grant Blue Lagoon Condominium Association Parttf Status Page 2 of 5 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 instrtunent. See Declaration of Condominium 3, 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 16 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 mariner 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 413" 4 Such Plat Map is attached to this motion as Exhibit `14". i Such Plat Map is attached to this motion as Exhibit "S". G The Applicants' Property Appraiser Records are attached to this motion as Exhibit "6". 7 The Easement attached to this motion as Exhibit "T'. 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) RU on 10/2S/18, City Clerk File No, 4856, Conimiss ion Agenda Item PZ.8, October 25, 2018 Motion to Grant Blare Lagooit Condom inimn Associartion Party StaWS 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 wilt 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 impliedly 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. s Given the current state of affairsconcerning 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 7.1.4.3 (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 Lagoon 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 11 -rhe Blue Lagoon traffic study is altached w this motion as Exhibit "8". 135 San Lorenzo Avenue, Suite 824, Coral Gables, Florida 33796 Phone: (305) 22'1-2110 k Facsimile: (305) 221-5321 Submitted into the public record for item(s) PZ.8 an !205L1_8, City Clerk File No. 4856; Commission Agenda Item PZ.8, October 25, 2028 Motion to Grunt Blue Lagoon Condominium Association Warty Status PRQ,e 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 94856). 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 Cade. Dated October 24, 2018 Respectfully Submitted, By: Is/ Richard Aluyor_r_ Richard A. Alayon, Esq. Florida Bar lila.: 934290 Patrick A. Alayon, Esq. Florida Bar No.: 0111330 ALAYON & ASSOCIATES, P.A. 135 San Lorenzo Avenue, Suite 820 Coral Gables, Florida 33146 Phone: (305) 221-2110 Fax: (305) 221-5321 Email: oleadinWs:walayonlaw.coni ralayon(. alayoniaw.cona ralaon(ri)ala onlaw.corn 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) 22-1-2110 - Facsimile: (305) 221-532-1 Submitted into the public record for item(s) PZ.B on 10/25/18, City Clerk File No. 4856,E Commission Agenda Item PZ.8, Octotter 25, 2018 Motion to Grant Blue Lagoon Condom initttn Association Party Statits 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 Miami -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. ' s 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) RZ.8 on 10125118, City Clerk SUR VLY, Exhibit ,I,, —U, AV aoN J -'7 — -------------- ......... SuRvEyaws REPORT ................. MIN, ;.,WIA 331A ----------------------------- — RA 4, st f'— I. f-_ IRM." _ar pi-ftawAar . .. .................. -- -------------- — ------------- VWc- L�777-1r, �j ,4Z---- — ----------- — ----- ------------------------ :1 M. ............. IJ f-------------- - x_-41 RPORT DR�Vg JL ------------------------------------ 64 ii --------- ------ Nkw 4FARIN", INC. MW 71h STRfif 511512018 OFFICE OF Procertv Search Aoolication - Miami -[Dade Countv THE PROPERTY APPRAISER Detailed Report Property Information Folio: ;01-3131-032-0001 — -- — P,o eirty Address: ----- - --- - ---------------- ............. Owner .............. _ ................ .. REFERENCE ONLY Mailing Address . . ....... . ....................... . ......... __ __4 - — ------------- ... PA Primary Zone 16106 RESIDENTIAL -LIBERAL REw Primary Land Use 0000 REFERENCE FOLIO Beds / Baths I Half 0/010 Floors . ........ . ........... . 0 Living Units 0 Actual Area 0 Sq, F1 Living Area 0 Sq, Ft Adjusted Area . 0 Sq,Ft . . ........ Lot Size OS Year Built 0 Generated On, 5/1512018 Taxable Value Information Assessment Information 20161 2015 Year 20171 2016 2015 . . . .... . . . ............... — Land Valuei -- ------ —4 .................... . ........ .. i .......... . . . $0 $0 . Value . ........ T $0 $0 ...-Micling . . ......_m ... . ..... . ........... ................ .... . .... . ..... . .......... .. ........ XF Value $0 $0 $0 Market Value - - ----- - . . ...... $0 $0 $0 Assessed Value $0 $0 $0 . ... .............. .............. City Benefits Information $ 0 $ 0 Benefit Type 1 ................ .. 20171 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). . . .............. Exemption Value Generated On, 5/1512018 Taxable Value Information 20161 2015 . .......... County . Exemption Value ........ $01— $W $0 ....' Taxable Value $01 $Ei : $0 School Board Exemption Value $0, $0 $0 r ------ 1 Taxable Value Ei$0 : $0 . ... .............. .............. City Ex e r r p I I o n Value $ 0 $ 0 Taxable Value $fi$0 $o ........ . ... Regional ----------I ......... . . . .............. Exemption Value $01 $0 ........... . - .- .... . ....... . ..... . ... Taxable Value . . ........ ............ $0L]i$0()E=s(o) $o 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 -Fade County assumes no I i ability, see full diszIaimer and User Agreement at http.11www.miamidade,gov/info/disdaimerav Verson. Exhi it 111211 ............ h ttps: /Awiw.mi ami dad e, g o4pr opertysear chWre per t/d et ai I s 1J5 5/1512018 y Prooertv Search Aoolication - Mi am -Dade County OFFICE OF THE PROPERTY APPRAISER V�61ii Generated on : 511512D Property Information Folio: 01-3131-032-0001 Property Address: Roll Year 2017 Land, Building and Extra --Feature Details Land Information Land We Muni Zone PA Zone Unit Type Units Calc Value Building Information Building Number Sub Area Year Buhl Actual Sq-Ft.Living Sq. Ft. Add Sq, Ft. Cale Value, Extra Features Description Year Buill Units Calc Value The Office of the Property Appraiser iscontinually editing and updating the tax roll -This webEgle may nut reflect the mast current information on record. The Property Appraiser and Miami -Dade County acmes no liability, see Nit disclaimer and User Agreement at htlpllwvwu.miamidade.govlinfoldisclaimer.asp Verson Submitted into the public record for item(s) PZ.8 on IYEW 18 City Clerk 5/15/2018 Prooertv Search Aooli cation - 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 Inform ation . .... — — ----- Land Use Muni Zone T_ PA Zone��� Unit Type !, Units Cate Value guilding Information -T . ......... ...... . .. . . ............... .. . . . _��F j Calc Valu, Building Number Sub Area i Year B Actual Sq.Ft. Living Adj Extra Features . ........ . ............ ------------ Description l Year Built Units Calc Valu( The Office of the Property Appraiser is continually 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 disclaimer and User Agreement at http://www.miamidade.goWi rifoldisdamn er.asp Version: record for itern(s) EZ.8 on 10/25/18 City Clerk 511512018 Proeerty Search Aoolication - Miami -Dade County OFFICE CF THE PROPERTY APPRAISER Generated on i 5115120 Property Information FoHD:01-3131-032-0001 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 Wrrber Sub Area Year Bulk Actual Sq -Ft. Living Sq.FLF Adj Sq_Ft.l� Calc Value Extra Features Description Year Built Emits Calc Value The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thi swebsite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County a=mesno liability, see full disclalmer and User Agreement at http::/Avww.miamidade.govlinfoldisclalmer.asp Version Submitted into the public record for item(s) nj on iQ 2S 18 City Clerk 5115/2018 PrDnertv Search Aoolicatron- Miami -Dade County �A. OFFICE OF THE PROPERTY APPRAISER :V' . ...... .... Generated On 5/1512018 Property Information Folio: 01-3131-032-0001 ZGMM137�1111 Full Legal Description BLUE LAGOON CONDO BLUE LAGOON A PART S PB 153-27 . ............ ...._....u.....__. TRACTS A & B . . .... . . . ........ . ... . ..... . . ....... AS DESC IN DEC OR 23710-3703 ... . ... . ...... . ... . ... LOT SIZE 217800 SO FT FAU 01-3131-031-0010 Previous Sale i: Pricel OR Book -Page I Qualification Description The Office of the Property Appraiser isconfinually editing and updating the tax roll. Thiswebsite may not reflect the most current information on record, The Property Appraiserand Miami -Dade County assumesno liability, see full disdairnerand User Agreement at http://vAvwmiamidade.govlinto/disclaimerasp Verdon* record for itern(s) EZ.8 on 10125/18, City Clerk WWW"Ims record for itern(s) I�Z.8 on 10/25/18 City Clerk 1111111111111111 111111111 VIII11111 fill 1111 C F 1-4 2 01 Fi 5 R 1:l 8 9 19 B 6 OR Rk 23710 Pqs 3703 - 3991; (189p5s RECORDED 09/23/2005, 12:44:35 HARVEY RUVINr CLERK OF GQURT MIAMI-DADE CDUNTYr FLORIDA wzamimw�!= riffomff = FIELDSTONE LESTER SHEAR & DENBERG 201 Alhambra Circle, Suite 601 Coral Gables, Florida 33134 Exhibit "3" Book23710/Page3703 CFN#20050891986 Page 1 of 189 W record for itern(s) R_Z._8 • 11L25 18, City Clerk J_ EXHIBIT I TO DECLARATION 0 BLUE LAGOON A CONDOMINIU 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 record for item(s) PZ.8 on IOJZ.18 City Clerk .......... EXHIBIT 2 TO DECLARATION OF BLUE LAGOON A CONDOMINIUM Book23710/Page3736 CFN#20050891986 Page 34 of 189 ME Wa STATE OF FLORIDA COUNTY OF MIAMI-DADE] L a g o o D 0 M I N I U M1 BEFORE ME, the undersigned authority duty authorized to administer oaths and take acknowledgements, personally appeared DANIEL C, FORTIN, by me well known and known to me to be the person hereinafter described, who being by me first duly cautioned and sworn, deposes and says on oath as follows, to wit: I. That he is duly registered and (July licensed land surveyor authorized to practice under the 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 not limited to landscaping, utility services and access to the units identified herein and common element facilities serving the herein identified units hove been substantially completed in accordance with the provisions of Florida Statute 718,104. 4. Elevations shown hereon ore 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. F T -IN, LEAVY, S C., LB3653 ORI -7 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 acknowledged before me this March 15, 2005 by DANIEL C N -ORTA, , F who is personally known to me and who did not take an oath. i��O.f J�bri M FORUN, LEAVY, S KILES, INC. CONSULTING ENGINEERS, SURVEYORS & M"PERS FLORIDA CERTIFICATE OF AUTHORIZATION NUM13ER: 00003653 180 Northeast I 68th. Street J North Miami Beach, Flo•rida- 33 162 Phone: 305-653-4493 / Fax 305-651-7152 / Email IfIsgfissurvey.com Date March 15, 2005 Dwg, No. 6004-046 Job. No. 042469 EXHIBIT 2 SHEET 1 OF 99 Book2371 O/Page3737 CFN#20050891986 Page 35 of 189 Blue A C 0 N LEGAL DESCRIPTION: Lagoon D d M I N I U M Submitted into the public record for ite -n(s) PZ.8 on 10/25/18, city Clerk Tracts "A" and "B" of BLUE LAGOON APARTMENTS according to the plat thereof as recorded in Plot Hook 153 at Page 27 of the Public Records of Miami—Dade County, Florida. SURVEYOR'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—woy 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 bark Elevation +5.715, located at the top of curb in the intersection of NW 7th Street & NW 53rd Avenue. (Elevation +5.455, Nationol Geodetic Vertical Datum of 1929) — Lands shown hereon were based on Flood tnsuronce Rate Map as supplied by the Federal Emergency Management Agency and are relative to National Geodetic Vertical Datum of 1929. Located in Federal flood Zone AE (EL 8) per Community Panel 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 have 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 that the underground utilities shown are in the exact location indicated although he does certify that they are 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_ I hereby certify that this "Boundary Survey" was 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, Florido Administrative Code, pursuant to Section 472.027, Florida Statutes. 4 l}Illi. - 'No[ valid without the signature and the original raised i.."q •., seal of a Florida Lic Sury ' yor and Mapper FORT LE Y, ILES, INC., L636 3 Daniel C. Fortin, For The Firm `r "'3 n Surveyor and Mapper, LS2853,''•• 1ST State of Florida. LEGAL DESCRIPTION, NOTES AND CERTIFICATE EXHIBIT 2 Book23710JPage3738 CFN#20050891986 Page 36 of 189 I my O Blue Lagoon A C 0 N D 0 M I N I U M GRAPHIC SCALE a 50 too 205 WHOM •• 'tea- O/Page3739 CFN#20050891986 Page 37 of 189 Exhibit "411 Submitted into the public record for item(s) PZ.8 on 10125/18, City Clerk 'j. NOT A THlS PLAT V r gel! r �A — I , ,-4 I — UR PLAT OF - THAT POAV-101V OF- 7-1-IZ-5—AW 7535441& 1-YING—';e-V71IS'—;'CU7HE457-0,cTXIVXUI C4ML, ---------- CrIPLK 014 wr let, CAW�., 1� 1 M141, ji )TACT W 1 j 11 ivae e AIN. 4?'- AWV&,c ---------- CrIPLK 014 wr let, CAW�., 1� ji (,'. 1 j 11 ivae e AIN. 4?'- AWV&,c ---------- J CrIPLK 014 wr let, CAW�., 1� J 1 012 3/2 01 8 Property Search Aodication - Miami -Dade Count �W-* -� OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 01-3131-010-0053 Property Address: 2018 2017 INTERCONTINENTAL iIWFSTMBVr Owner 4BAWERS $2.4801 INC Mailing Address 3187 ROYAL ROAD $0 COCONUT GROVF- FL 33133-5949 PA Primary Zone 7703 WRINEACTIVITY RRATED $❑ 1081 VACANT LAND- CC7WERCIAL Primary Land Use $2.480 $2,480 VACANT LAND Beds 1 Baths 1 Half 01010 Floors 0 Living Unita 10 Actual Area 0 Sq.Ft Luring Area 0 Sq.Ft u Adjusted Area 0 Sq.Ft Lot Size 216,057.6 Sq.Ft Year Built 10 Assessment Information Year 2018 2017 2416 Land Value -- - $2,480 $2.4801 $2,480 Building Value $0 $0 $0 XF Value s0 $❑ $0 Market Value $2.480 $2,480 $2,484 Assessed Value $2,480 $2,480, $2,480 Benefits Information Benefit I Type 2018 2017 2016 Note: Not a1 benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional)- ` Short egional). `Short Legal Description 31 53 41 4.96 A C SUB OF PB 28-10 KTR2 FORT COVE NO 2 DESC COMM SE COR OF COVE NO 2 TH W1114FT N 01 DEG Generated On ' 1012312018 Taxable Value 'Information County 20181�� 2017 2016 Exemption Value $4l $0 Taxable Value $2.4801 $2,+480 $2,486 School Board Exemption Value —� T $0I $0 $0 Taxable Value $2,480 $2,480 $2,480 City Exerlytlorl Value Sol $0 $0 Tax abte Value Regional $2,480 $2,484 $2,480 Exemption Value$01 $0 � $0 Tax abte Value $2,480 $2,480 $2,480 Sales Information Previous Safe Price OR Book -Page I QualWication Description The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thi swebate may not reflect the most current information on record. The Properly Appraiser and Miami -Dade County assumes no liabilily, see full disclaimerand User Agreement a[ http:lAmwv.miamidade.goylinfoldi:3daimet asp Version: Exhibit tr 6 rt Submitted into the public record for item(s) PZ -8 on 10 __ 18 City Clerk MR-11MM 'ear Property Information 20171 Folio; !01-3131-010-0052 'Land Value . ....... . ... . .......... . . . ........ . . ..... Property Address: . . ........ $919,1691 Owner 7 AT BLUE LAGOON LLC Building Value .... . . .. . . . . ..... Mailing Address 13187 ROYAL RD so! COCONUT GROVE FL 33133 USA PA Primary Zone 6106 RESIDENTIAL -LIBERAL RETAI I --- . .......... ............. Primary Land Use 0081 VACANT RESIDENTIAL: VACANT LAND XF Value _ Beds I Baths I Half Fo / 0 /0 sol ... . ...... Floors 0 . .... ...... . ..... ......a.. Living Units 0 0 Actual Area 0 Sq.Ft Market Value Living Area 0 Sq.Ft $919 �6E Adjusted Area 0 Sq.Ft . .. . ........... . ............. ... ,Assessed Value Lot Size 43,255 Sq.Ft _ $919,1691 . Year Built 0 MR-11MM 'ear 20181 20171 2016 'Land Value 03,002 $919,1691 $919,169 Building Value $0 so! $o XF Value $0 sol $0 . .... ...... . ..... 0 _— Market Value $1,103 002' $919 �6E $919,169 . ............. ... ,Assessed Value $1,011,085i _ $919,1691 . $889,76JA4 Benefits Information Benefit ........ Type 201,8120171 2016 . . . . Non -Homestead I— Cap !Assessment Reduction $91,91:7�:�: $ �29�,41 5 . . . . ......... . Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional), Short Legal Description 31 53 41 .99 AC WL SUB OF PB 28-10 PORT OF TR 2 DESC BEG 1433.41 FTW & 285. 1 2FTN OF SE CDR OF SEC TH Generated On : 1012312018 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current mfoo-nati on on record, The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httpWwvvw, miamidade, gov/infoldisclaimecasio Version: Submitted into the public record for item(s) RIAS on IOL25Lis, City Clerk Taxable Value Information 2018 2017!, 2016 County Exemption Value0 0 $0 Taxable Value $1,011,085, $D19,1691 $889,754 School Board Exemption Value $0 $0 Taxable Value $1,103,0021 $919,1691 $919,169 City 1-1--11--1 .... ..... .... Exemption Value $01 $0 Taxable Value $1,011,0851 $919,1691 $889,754 Reglo, nal Exernplion Value sol $0 $0 _4 Taxable Value $1,011,0851 1 $919,169 �F $889,754 I The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current mfoo-nati on on record, The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httpWwvvw, miamidade, gov/infoldisclaimecasio Version: Submitted into the public record for item(s) RIAS on IOL25Lis, City Clerk 1012312018 ProoerlvSearch Aodication- Miami -Dade Couniv C�6 �� OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: Owner Mailing Address T 01-3131-010-0050 4865NVV7 ST Macri FL 33126-2101 7 AT BLUE LAGOON LLC 3187 ROYAL RD COCONUT GROVE; FL 33133 IDSA PA Primary Zane 6106 RESEEN FIAL-LIBERAL REiTAI 0481 VACANT RES IAL : VA CANT LAND 01010 Primary Land Use Beds I Baths 1 Half Floors 0 Living units 0 Actual Area 0 Sq.FI Living Area 0 Sq.F1 0 Sq.Ft Adjusted Area Lot Size 126,$72 Sq.Ft — 0 Year Built Assessment Information Previous Sale Price OR Book -Page Year 2018 2017 2016 Land Value $3,230,13$ $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 $3,230,1361 $3,014,794 $3,014,794 Benefits Information Benefit Type I 2018 2017 2016 Note: Not all benefits are applicable to al Taxable Values (i.e. County, School Board, City, Regional) - Short Legal Description 31 53 41 2.91 AC SUB OF PB 28-10 PORT OF TR 2 DESC BEG 40.02FTN & 1114FTW OF SE COR OF SEC CONT W130FT N145.1OFT W160FT N1 001r Generated On : 1 012 312 01 8 Taxable Value information Previous Sale Price OR Book -Page County -- 2018 2017 2016 Exemption Value Taxable Value _ $0 $3.230,1361 $0 $3,014,794! I $3,014,794 School %ard Corrective, tax or Qty?; ryin consideration 0 710 812 0 1 2 $0 28749-0052 Exemption Value 50 $0 $0 Taxable Value $3,230,135 $3,014,794 $3.014,794 city Exefrption Value 50 $0 $0 Taxable Value $3,230,136 53,014,794 53,014,784 Regional Exenphon Value $0 $0 s0 Taxable Value $3,230,135 $3,014,794 $3,014,794 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/1=016 $100 30117-2118 Correclive, tax or QCQ mn consideration 03106/2014 1$100 29052-3018 Corrective, tax or QC D-, min consttieralion 07/0a/2012 $100 28185 007fi Corrective, tax or Qty?; ryin consideration 0 710 812 0 1 2 $0 28749-0052 Corrective, tax or QCD, rrin consideration The Office of the Property Appfaiseriscontinually editing and updating the tax roll, Thiswebste may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full diseJaimerand User Agreement at http.lMwwmiamidade.govftnfoldisclaimer.asp Version Submitted into the public record for item(s) PL8 on 10t25/18 City Clerk --ft' 10/23/2018 Proriertv Search Anolication- Miami -Dade County OFFICE OF THE PROPERTY APPRAISER ....... ... Summary Report Property Information Folio: 101-3131-010-0051 Property Address: . .. . ...... Owner CA ROL INE WEISS $0 $0 3187 ROYAL ROAD Mailing Address COCONUT GROV E, FL 33133 USA ... ....... PA Primary Zone . . 106 RESIDENTIAL -LIBERAL RETAI . .. . ........ .. Primary Land Use i 0081 VA CA NT RES IDBJTIA L $3,331,294 $2,776,0*, $2,776,079 .. . . . ............. . .. . VACANTLAND Beds / Baths I Half 1()/010 Floors — — - ------------ — — - Taxable Value Living Units Regional 1 Actual Area 00 Ft �Living Area 0 SqYt Adjusted Area 0 Sq,Ft Lot Size 130,639 Sq.Ft Year Built 12/19/2017 lAssessment Information ... ....... . I ear i i 2018 2017 2016 Land Value $3,331,294! $2,776,0791 $2,776,079 Building Value $ $0� $0 XF Value $0 $ 0 $o $100 --1-3,331,2",- il �$2,776,67, Market Value T 71, 079 9" . . ............ Assessed Value — — ----- - $3,331,2941 $2,776,0791 $2,687,243 Benefits Information Benefit IType 20181 20171 2016 Non -Homestead Cap 'Assessment Reduction $88,836 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board. aty, Regional). I'S hort Legal Description 53 41 3 AC MIL SUB OF PB 28-10 PORT OF TR 2 DESC BEG 111 4FTW & 285. 14FTN OF SE CDR OF SEC TH W1 54,92FT N242.27FT NELY AD Generated On : 1 012312 01 8 The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thiswebste may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumesno liability, see full disclaimer and UserAgreernent at h ttpJANww. miarn i dad e. gov/i nfoldi scl at mer asp Version, Submitted into the public record for item(s) PZ.8 on IPJ25118 , City Clerk Taxable Value Information 20181 2017,, 2016 County Exemption Value $0 $0 Taxable Value $3,331,294, $2,776,079 $2,687,243 School Board Exemption Value $ol— Taxable Value $3,331,294 $2,776,0*, $2,776,079 .. . . . ............. . .. . City ... ... ..... . . ....... . ........ . . ............. ........ ........__.e... . .... .. . . ......... Exemption Value $O' $o — — - ------------ — — - Taxable Value --------- $3R $2776,079 $2,687,243 1�,Z Regional Exe.n . Tlio .. n . Value i Taxable Value $3,331,2941 $2,776,079111 $2,687,243 Sales Information Previous Sale Rice' OR Book -Pagel Qualification Description 12/19/2017 $100 30801-2236Porrective, tax or QCD; men consideration 12/19/2017 $100. . . .. . .............. 30801-2240 Corrective, tax or QCQ min consideration 0310612014 $1001 ....... . . ...... . 29062-3021 1 Corrective, tax or QCD; nen consideration $100 . .... .... . —1 28181-3882 !Corrective, tax or QCD; min consideration 'I The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thiswebste may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumesno liability, see full disclaimer and UserAgreernent at h ttpJANww. miarn i dad e. gov/i nfoldi scl at mer asp Version, Submitted into the public record for item(s) PZ.8 on IPJ25118 , City Clerk 6JZV2016 Submitted into the public record for item(s) FZ.8 Exhibit "7" on 10/25/18 City Cleric Miarni-Dade Official Records -Print Document 111: N 2999PD 326 THIS DECLARATION OF EASEMENT wWacutad thts 10th bay of August, 1986, by INTERCONTINENTAL INVESTMENT BANWERS, INC., ■ Florida corporation thereinafter referred tq AN "13RANTOR"Y# W I T WHEREAS, GRANTOR i s the retard -fee si mp 1 e title OWnar of the two parcels of real property dea'tribrd upon EmKibits "A" and "H" attached harsto and rnade a part hereofs• and WHEREAS, simultaneously with the execution.harmo•f, GRANTOR An axeauttnq A mortgAge in favor of FLORIDA NATIONAL DANK, a National banking Association, to secure A nota in the original principal sum of *1,600,006,00, and encumbering the real property described upon Exhibit "A" ("THE MCIRT©AGED PROPERTY")I and WHEREAS, THE MIORTGAOED PROPERTY, described upon Exhibit "A," doers not abut or Lis contiguous to any public road ar street but An contiguous and Adjacent to, On its Easterly boundary, the real property described upon Exhibit "B"° ("THE SERVIENT PRCPBRTY"li and WHEREAS, in order to provide for, and to insure unto, the said FLORIDA NATIONAL BANK iherainAfter referred to as "URANTEE111, a right Of access to and from THE MORTnAGED PROPERTY, in the event said GRANTEE Or its successors Or amsi gna< oha=Ul d ■c qui rm title thereto by v irtu■ of the forwcic3eure of its mortgage, or by dead in Lieu thereof# and WHEREAS% ORANTEE Mould not make nor disburse the proceedm of its Aforesaid loan without the execution and recordation of this Declaration of Eamament# NOW' THEREFORE* in consideration of the foregoing, and Other good and valuable coneidarmtion, the reCetpt and sufficiency tharmof is hereby acknowledged by GRANTOR, GRANTOR DOES HEREBY grant, bargain, sell, daclara and reserva■ unta said GRANTEE, and ORANTEE'S successors end ameigns, including, but not limited to, any purchamer at a fora+aloaura. sale of THE MORTl3AOED PROPERTY resulting from a foreclosure of 1 0/ "psllwww2.miami-dadeclerk,comipublic-recordslPrir> o ocument,as,px"1QS=YaoUfC3axry3M RCvprh6PolPFHE9{QH %6 ngLljxEJhi(Utsjgv7ORkH huUm2ndW... 116 Submitted into the public record for items) PZ.8 612412016 Miami -Dade Official Records - Print Document on 14 25 18 City Clerk itiF•� GRANTEE'% mortgage, a temporary non-axcluaivo easamant for the purpose of pedestrian and vehicular ingroso and egress and for installation and maintenance of public utilties, whether underground. surfwco level or above surface loyal, and for all other lawful purposes, in and upon, over, acrdsm, under and above a 44 foot strip 04 land lying within THE SERVIENT PROPERTY ideacribed upon Exhibit "Ek" attached hereto), which 40 foot strip of land runs Northerly from N.W. 7tn Street, and than Northwesterly and Westerly to whore it abuts THE MORTGAGED PROPERTY (described. upon Exhibit "A" attached horettp), said 40 Soot strip of land being more particularly dascribsd aim fnll was That part of Tract No. 2 of PLAT OF THAT PORTION OF THE SOUTHEAST 1/4 of SECTION• - a LYINGRANGE 41 EAST, ♦ SOUTHEAST OF TAMIAMI CANAL, according to the Plat thereof, recorded In Plat Book Dodw Commwnco at the Cmncrato Monument set in the pdikvofnwnt of Northwest 7th Street at thu Southeast corner of along the Mast kkoft of %&to Section 31, the some, 11owing the East line of maid Tract 2 and .1wo the zoned e •40.00 foot North a# and parallel with the South line 04 said Section :51 for a citatanco of a #wot to thw Point of Beginning of a 40 foot *trip o# land lying equally and M #aot on each aide of the following dwscribwd continuousconterlinw (ohortaning or extending the aide thorwaf so ana to North ♦ . * point of Curve to the 2o4tj thence Northarky and 4oatorly along the ar-c of *aid c"rve, being concA�w to angla, of 91- 38' Z3011 -for an arc distance of 79.97 foot to A point -of tanUoncyj thence run West for a diatonce of 326.46 feet to a point of intwraoction with thm Mast tmoundary of THE MORTGAGED PROPERTY, *aid point being the torminatton o+ maid cantor line. GRANTOR does further agree me folIowa® I- Tnwa recitala hferainabnve contained are true and 2- The masomont hereby granted *hall become permanent and shall iho an mawomant appurtenant to THir MORTGAGED PROPERTY, And *hall run pwrpotuwliy with the land upon THE BERVIENT PROPERTY, upon GRANTEE, of THE MORTGAGED PROPERTY, whether by 4oroclowuro or by dead in E Mipsi11 2.Cnlami-dadKIerk.ccm!public-recordslPrintDocLnnealt.aspx?QS=YaoUiOzxry3MRCvpri-i6PCiPFHE9lQH%ZgLt xEJhlOJtslgv7ORWhuUm2rKW.. 216 W41201f Submitted into the public record for item(s) pZ.8 or 19125 18 City Clerk Miami- Dade Offlda6 Records - PTiM 4octanent 0"' 12999H 328 lieu thereof, or otherwise. Upon the sassment becoming psrma- nen! An ■forwmaid, the MRANTEE shall have the right to grant to ■ third party !such as a utility company, fire department, police department or any other governmental dspmrtmmnt> a more-mmclu%Lva ma%amwnt for the purpose of pedestrian and vwhicular ingress and wgres%iAnd underground, on ground or above ground, a non-exclu- aivw easement for utility Installation and maintenance, upon, aver, under, across or above any portion of the abcvr-•dascribwd 44 foot easement area. 3. Upon •atlwfactidn and discharge of record, by an apprcnprlata sati%faction of mortgage instrument, of the GRANTEE'S mortgage encumbering THE MDATSAGrLD PROPERTY, the easemwnt horein and hwraby granted and declared shall be deemed to haves been twrminatwd and Cancelled. 4. The gRANTQR &grew% that so long an this ■assmwnt is to effect, not to place any structures or improvement% of any kind in or upon or over the 40 foot easement area as described hem n. ES. In the avant that the e&swmant haraby grahtod and daelared shall beCbme 44LALly oparativa* in the manner ■s afbrm- eaid, GRANTEE, its sucame%or■ and aaaigns, including any porch aser At + foreclPaA.lre %ale of the GRANTEE'S mortgage. shall have the right to remove any obstruction which may now or here- after lie or be within the 46 foot easwmant area described heroin. b. The provisions of Chir Oecl,aratlon bf Esammenk shall bow binding upon the GRANTOR and its successors and assigns and shall be a covenant running. with and bindino upon THE SERVIENT PROPtPT V . IN WITNESS WHEREOF, the QRANT®R has caused this Oifclaratian 3 hU:Ikv"2,m iarni-dadeclerk.comlpub4ic-recardslPrint0ocument:aspx7QS= YaoUfflxxry3MRCvprh6PQIPFHE91QH%2iqLttxEJh141tsjgv7ORkHhuUM2nM,,. 16 orm Submitted into the public record for item(s) PZ.8 Miami -Dade Officid Records - Print Document on 10/25 18, Citv Clerk of Easement to be executed the day and year 4irat above written. Signarl , sealed and delivered in the presence of GRANTOR® > tyi I A *,t M INTERCONTINENTAL INVS BANKERS, INC. pp - STATE OF FLORIDA oval COUNTY OF DADS The foregoing instrument was acknowledged before me this 18th day of August, 1996, by Carolina Wsios, as, President of INTERCONTINENTAL INVESTMENT BANKERS, rNC.1 aFlorida corporation, on bi"iii_4 .. of the corporat�ok /' !::w My Commission Empires% at tarn JOTARJ Plink jr WU Of ftf)1110A�� 07 (.NX1jW1H ter. I, � 7, ! * ) WOW 10911 WNIFIAL 1451 ')N')' http-s:IA".vw2,miami-daaeclerk,comtpubtic-recordsIPrirlDocument.aspx?QS=YaoUfozxry3MRCvprh6POlPFHEgiQH%NLtjxEJhIOJtsjgv7ORkHhuUm2ndW.,.416 612412016 Suomitted into the public record for item(s) PZ.S on jPjZVjS City Clerk Miami -Dade Official Records - Print Document n_: 12999s 3301 Attechwad to and twining part c'i Declaration o4 Earomunt datwd Augurt 16, 1986. ■xacuted by INTrEPCONTINENTAL INVUBTMENT RANKERS, INC., a Florida cprporatiori LEGAL DESCRIPTION That Fart wf Tract Nu. Z of "PLAT OF VIAT PORTIG.4 OF THE SOUTHEAST 1/4 OF SECT TON .i 1 , TOWNSHIP 53 SOUTH, RANGE 41 EAST, LYING SOUTFI AND SOUTHEAST OF THE TANIAMT CANAL," according to the Plat thereof, as recorded In Plat Book 28, at Pag-_ In, of the Public Records of Dade County. Florida; lying and being in the City of Miami, Dade County, Florida; and being 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 010381317" 8 along the East line of said Section 31, the same line being th.e East line of said Tract No, Z. and also zoned Centsrline 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 151.0.63 feet; thence N 01038130" E for a distance of Z45.10 feet to the POINT OF BEGINNING of the parzel of land hereinafter described; thence Wash for a distance of 593.67 feet to a paint; 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 TAMIAhiI CANAL as platted; thence Northeast- erly along the arc of said curve to the left, being con- cave to the Northwest and having a radius of 1395.08 feet and a central angle of 29056'sL" For an arc distance of 774.11 feet to a point of intersection with a 11ne 15i0.63feet Nest of and paraltel with the East line of said Tract No. 2; thence 5 01038'50'• W for a distance of 601.61 feet to the Point of Beginning. EXHIBIT "A" Mips:l/www2.mlami-dadeclerk.ccmrlpublic-recordsIRrintDocumenl.aspce7QS--YacUfazxry3MRCvprhCPOIPFHE9i0H%2fgLSjxEJhlGitsjgv7ORkHbuUm2ndW S'6 Submitted into the public Exhibit " 8 1' record for item(s) PZ.8 on 10 25 1.i. City Clerk INTERSECTION TRAFFIC STUDY NW 7`t` Street/Blue Lagoon Drive Final Pr-epai-ed BLUE LAGOON CONDOMINIUM ASSOCIATION Prepared B R.J. Behcet- & Compare, hic°. .1tih, S. 2018 record for item(s) PZ.8 on 10/25/18, City Clerk Table of, £XECDTl'VE SUMMARY ..... ----...... —...... --....... --------' |. INTRODUCTION ........ .......... ----....... --------------' 2. OBJECTlVE---... ____ ....... ----_--------._—_.---� TRAFFIC STUDY -----.--.-----.�5 -------_-----.�6 --------------6 3, 9DI[POSB..... ... ___ ..... ...... -------...... .......... ------------...... --.--.--....... 6 4� METHODOLOGY.. ..... ...... --------------------................. ...... ......... ...... _-6 5. EXISTING CONDITIONSS ... ---...... ------.......... ----------.......... O 6 FIELD BEV?EW.... ___ .... —...... ----------------------------------�8 7TIhAFlCI)ATA C0LLBC]70N—........ ---........ ........ ---........ ---............... —_............ 9 8TRIP GENERATION ANALYSIS ...... .—............ ----------...... .......... --------'IO !l OPERATIONAL ANALYSIS ... ------------'_------...... ---------........... I2 10. TRAFFIC PROJECTIONS ... --........... ............ --------................. ------...... —.I5 li FUTURE OPERATIONAL ANALYSIS ............... ............... ------------------l7 Table \: Vehicular Turning &1mvenentm—/��Peak Hour Data ... --...... -------------....... —9 Table 2: Vehicular TurningMovements PM Peak Hour Data — .9 Table lVehicular Trip Generation for the 7BLProject_ ... ----------.-----......... .............. Il Table 4: Existing Conditions (\M) ...... ---........ --........... ...... ........... .-----......... 12 Table 5: Existing Conditions (9M)------------ ...... --.... ........ .------......... ----l3 Table 6:With Proposed Project Access NVV7mST. U\M\—... ---....... —........ ...... --....... --l3 Table 7:With Proposed Pro jeot Access N\V7*ST. (PM)--- ... ....... ............ ............. —........... _l4 Table O:With Proposed Project Aooco y4YV7*S[&cNW47mAve, (AM) ............................ ............ l4 Table 9:With Proposed Project - Access WV/7mST& NW47m/\ve,(PM)... ........... ---....... —...... 15 Table 10:2O40Daily TcaffioProjections (L8Tp)_----... ____ ... ... ....... ---------....... —l5 Table 11: Projected 2O2]Average Daily Voumaualong NW 7'^3ueet_......... ....... ---------lG Table 12: Existing Vu!umca9rqected to the Year 2023 during AM Peak Period (Vph)—.------- 16 Table 13: Existing Volumes Projected |othe Year 2023during PM Peak Period (Vph).—..... ---... 16 Table ]4:Projected Volume during AM Peak Period (Vpb)fm- the Scenario 2(Access via NYY7" St. only) ------------------------------------------------------'I7 Table 15: Projected Volume during PMPeak Period (Vpb)for the Scenario 2(Access via lqW7mSt. only) -----------------^------------------------------------'I7 � ...... ...... . SW 7'h Street/Blue Lagoon Drive, Miaml-Dade County Page ii TRAFFIC STUDY Table 16: Projected Volume during AM Peak Period (Vph) tor the Scenario 3 (Access via NW 7111 St, & 47"' Ave.)........ ... ....... __ ............... ............. .............. ................ ........ ... 17 Table 17: Projected Volume during PM Peak Period (Vph) for the Scenario 3 (Access via NNW 7"' St, & 4711, 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 (Vph) -Access NW 7`" ST. (AM) - ... _111-1 ... - .... I ....... ....... 19 Table 21: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) -Access W 7"' ST. (PM) ..... .......... .... __ .... __ ........ ........ — ...... ... _ ....... ..... — 19 Table 22: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) - Access NW 71" ST & NW47th Ave, (AM)... ......... ......... __ .... ...... ... __ .... ........ ............ ...... ____ ..... — 20 Table 23: Existing Volumes projected to the year 2023 plus Proposed Project (Vph) - Access NW 7" ST & W, 47L' Ave. (PM).. .... - ...... ......... ...... 20 Table 24: Vehicular Traffic Volurnes Comparison. . ....... ........ ....... ... .23 Table 25: Vehicular Delay Comparison.... ... __ ... - ........ ....... ...... ....... ........ ... .23 Table 26-1 Level of Set -vice (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 I (NW 7"' St. only) Ingress/Egress % Trip ....................................................11 Figure 5. Case 2 (NW 7" St. & via 47"' Ave.) Ingress/Egress % Trip Distribution. — ........ .... 12 LIST OF APPENDICES Appendix A - Existing Conditions TMC Counts Appendix C - 1,0S Analysis Reports .............. SW 7'1" Street/Blue Lagoon Drive, Miami -Dade County Page iii Submitted into the public record for item(s) PZ.8 on I0L25j18 City Clerk -TRAFFIC STUDY Professional Engineer's Certification 1, Rafael E. De Arazoza, P,E., certify that f currently hold an active Professional Engineers License in the State of Florida and I am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. I further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61G15-18.001 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 7"' Street/Blue Lagoon Drive, Miami -Dade County Rafael E U r -e Digilally signed by Rafael E De Arazoza Arazoza Date: 2018.07.12 11:50:08 -04'00' Rafael E. De Arazoza, P.E., PTOE P.E. No.24487 RI Behar & Company 6861 SW 196" Avenue, Suite 302 Pernbi-oke Pines, F1 33332 Certificate of Authorization No. 00008365 .......... ............ SW 7"' Street/Blue Lagoon Drive, Miami -Dade County Page IV zn Submitted into the public record for item(s) PZ.8 on 1QLZ5 18 City Clerk TRAFFIC STUDY ........... E X I, Iv V 1� S CM N1 RY INTRODUCTION The Blue Lagoon Condominium Association (BLCA) is concerned with regards to potential negative Zn impacts to NW 7"' 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" (713L), 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's Street to the east, 5091 Z�l NW 7111 Street to the west and by the NW 7"' Street to the south. The project consists of 888 apartment units and 294 hotel rooms, as show on page ALOO 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. 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 dernarcated in the plat on PB 153, Page 27 of the Public Record of Miami -Dade County, Florida) as well as NW 7`h 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. The purpose of this task order is to perforin 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 V' Street. FINDINGS/CONCLUSION Based on the analyses of the intersection of NW 7"' Street/Blue Lagoon Drive and the roadway segment of NW 7"' 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 sig Project will result in ProJ 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`h Street/Blue Lagoon Drive, Miarni-Dade County Page 5 Z:� record for item(s) PZ.8 on I.PLg5LI 8 , City Clerk TRAFFIC STUDY The BLCA is concerned with regards to potential negative impacts to NW 7"' 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"' Street to the east, 5091 ZD NW 7"' Street to the west and by the NW 7th 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"' Street. 2. OBJEcrivE 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 713L 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"' 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, 3. 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 Ali -port Drive (hereafter referred to as Blue Lagoon Drive) access roadway Intersection with NW Vh Street. 4. NME44-10DOLOGY 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. [AUSTING CONIMTK)NS NW 7"' 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"' Street/Blue La-oon Drive, Miami -Dade County Page 6 ZD - I 1 0 Submitted into the public record for items) PZ.8 on 10/25118 City Clerk `TRAFFIC STUDY mph. Blue Lagoon Drive is a two-way, two lane undivided roadway, which runs north to south within the area forming a T -Intersection with NW 7ie' 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 7'h Street and pedestrian crosswalks to cross north and south. An aerial trap showing the location of the intersection of study is presented at Figure i and Figure 2. 1 i'ure 1: LOCAOn MAP. Swirce: G00gie maps SW 71h StreetlBltse Lagoon ©rive Miami -Dade County Page 7 TRAFFIC STUDY rigure 2: Location jklap. Source: Google maps 6. FIELD REVIEW AM and PM peak hour field observations of the study intersections were performed on Tuesday, June 19, 2019. Conclusions from the field observations are included below: General Observations: • During morning peak hour observations, the drivers in the left lane coming from eastbound NW 7"' Street to Blue Lagoon Drive experienced delays. On more than one occasion, it took inore than one signal cycle to clear the queue. • The pedestrian crossing time is adequate and pavement crossing marks are in good condition. • On more than one occasion in the morning period, long vehicular queues were observed on Blue Lagoon Drive north of NW 7"' Street with the associated long delays, • Right turn movements from Blue Lagoon Drive to NW 7"' Street during the red signal phase were generally significantly delayed by lack of adequate gaps from westbound vehicles on NW 7"' Street. • A significant number of pedestrians, especially during the peak hour (7:45arn and 5:00 pm), were observed walking to enter/exit from Blue Lagoon Drive, Also, Blue Lagoon Drive does riot have sidewalks for pedestrians, therefore, the pedestrians are sharing the lane with vehicles. .......... SW 7111 Street/Blue Lagoon Drive, Miarni-Dade County Page 8 Submitted into the public record for itern(s).R—Z-4 on !QMME City Clerk TRAFFIC STUDY ............ AM Peak Hour Period (7:00-9.-00): • Most of the time, the eastbound and westbound through movements (N"W 7'1' Street) traffic flow were generally consistent and no significant delays were observed. zn • 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 carnes from the west with the highest number of vehicles at 8:30 am. PM Peak Hour Period (4:00-6:00): • Most of the traffic comes from the cast and has the highest number of vehicles at 5:45 pm. • A significant increase in vehicles was observed entering Blue Lagoon Drive from NW 7"' Street. 7. TRAFICI)A-rA COLLECTION Vehicular Turning Movement Counts (TIMCs) surm-narized 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 pra) at the intersection of NW 7"' Street and Blue Lagoon Drive. The data can be found in Appendix A. TMCs are shown in Tables I and 2. Figure 3 below provides a graphic ........... illustration of the existing peak hour turning volumes. Table 1: Vehicular Tinning Movements— A N1 Peak Hour Data Table 2: Vehicular Turnin,-, Movements - PM Peak Hour Data SW 7't' Street/Blue Lagoon Drive, Miami -Dade County Page 9 C) record for itern(s).g.8 on 191-2�t City Clerk TRAFFIC STUDY Figure 3, - illustration of the Existing Turning Volumes, Source: Google maps 8. TRIP GE.NERATION 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 surru-nary 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 3 10) were used in the analysis. • Hotel (ITE Code 3 10) 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 I assumes access to/from NW 7"' Street only. Case 2 asSU111eS access to/from NW 7"' Street and via NW 47"' Avenue. • Generated traffic volumes were distributed to NW 7"' Street based on the % from the collected existing traffic counts, engineering judgment and local knowledge. • The trip distribution for ingress/egress for Case I and Case 2 scenarios are shown in Figures 4 and 5. . . ........ SW 7"' Street/Blue Lagoon Drive, Miami -Dade Count Page 10 I y Submitted into the public record for item(s) AZ.B on 10125/i8 City Clerk TRAFFIC STUDY Table 3; Vehicular Trip Generation for the 78L Project ITC Cade 1 Formulas: LUC 222 Dwelling units (DUs): Daily formula: Ln (T) = 0.83 Ln(X) + 2.50 LUC 222 DUs: AM Peak -hoar of adjacent street traffic formula: Ln (T) = 0.99 Ln(X) — 1,14 LUC 222 DUs: Plvl Peak -hour of adjacent street traffic formula. (T) = 0,32(X) + 12.30 LUC 310 number of Roorns: Daily formula: T = 8.92(X) LUC 310 Roolns: AM Peak -hoar 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 $ for additional details. P 5576 Figure 4: Case 1 (\W 7"' Street only) Ingress/Egress %Trip Distribution t� Daily Peak l-loor of Adjacent Peak I Ionr of Adjacent '{ • Street Aft Street PM Land Use Units In Out Total In Out Touil In Uut Total (vpdy (vph) (VPit) r W street JL (vpd) (vPd) (VPII) i rTh) (vPI1 (vPh) LUC 222 High Rise fi88 Dwelling 1706 1706 3412 66 199 265 181 115 296 Apartment Units LUC 310 Hotel 294 No. 1312 1312 2624 1 16 84 200 101 105 206 rooms S Total 6036 1 182 _ 283 465 282 220 502 ITC Cade 1 Formulas: LUC 222 Dwelling units (DUs): Daily formula: Ln (T) = 0.83 Ln(X) + 2.50 LUC 222 DUs: AM Peak -hoar of adjacent street traffic formula: Ln (T) = 0.99 Ln(X) — 1,14 LUC 222 DUs: Plvl Peak -hour of adjacent street traffic formula. (T) = 0,32(X) + 12.30 LUC 310 number of Roorns: Daily formula: T = 8.92(X) LUC 310 Roolns: AM Peak -hoar 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 $ for additional details. P 5576 Figure 4: Case 1 (\W 7"' Street only) Ingress/Egress %Trip Distribution SS% 4S% :g 1 t� (1 '{ • 5% i I site l L J 5871 4171 c r W street JL SS% 4S% :g 1 SW 7"' Street/Blue Lagoon Drive, Mialni-Dade County Page II t� (1 '{ • 5% i SW 7"' Street/Blue Lagoon Drive, Mialni-Dade County Page II record for itern(s) EZ.8 on IQL25L1.8 City Clerk TRAFFIC STUDY Figtire 5: Case 2 (NvN'7"' Street & via 47"' Avenue) Ingress/Egress % Trip Distribution. 9. OPERATIONALANALYSTS 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 arid 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 7"' Street/Blue Lagoon Drive intersection. The Third Scenario assumes that vehicles going to or from the 7BL Project will utilize either the NW 7"' Street/Blue Lagoon Drive intersection or via NW 47"' Avenue east of the 7BL Project. A summary of the LOS analysis for each scenario is shown in the tables below, Scenariol: Existing Conditions (without the 7BL Project) Table 4: Existing Conditions (ANJI) ............ SW 7" Street/Btue Lagoon Drive., Miami -Dade County Page 12 • TRAFFIC STUDY From Table 4, it can be seen that the eastbound left turns from NW 7"' Street to Btue Lagoon Drive and the southbound movement frorn Blue Lagoon Drive are operating at an undesirable LOS with associated Vehicular delays. Table 5: Existing Conditions (PM) The eastbound left turns from NW 7"' 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"' Street only. 'fable 6: With Proposed Project - Access NW 7th Street (AM) SW 7"' Street/Blue Lagoon Drive, Mian-DadeCounty Page 13 record for itern(s) PZ.8 on XQZ25LI8, City Clerk TRAFFIC STUDY n Table 6can be seen that (lie eastbound left turns frown NW 7"" Street to Blue Lagoon Drive .... ........ Froin , I it tl and the SOLIthb0l-lrid movements from Blue Lagoon, Drive are operating at an undesirables LOS with associated vehicular delays. These delays are significantly higher when compared With those Linder existing conditions without the 7BL Project's generated traffic. Table 7: With Proposed Project - Access NW 7th ST. (PINI) Table 7 demonstrates that the eastbound left turns from NW 7'h 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 7131 -Project's generated traffic. ?n Scenario 3.- Existing conditions plus 7BL, PrQject's generated vehicular volurnes with access via NW 7"' Street and NW 47'h Avenue. Table 8: With Proposed Project - Access NW 7" Street & NW 47" Avenue (ANT) SW Th Street/Blue Lagoon Drive, Miami -Davie County Page 14 Submitted into the public record for item(.,,) PM on 1012 1i3, City Clerk TRAFFIC STUDY From Table 8, it can be seen that the eastbound left turns iWrn NW 7"' Street to Blue Lagoon Drive and the southbound movement from Blue Lagoon Drive are operating at an undesirable LCIS with associated vehicular delays. These delays are signiFicandy higher when compared with those under existing conditions without the 78L Project's generated traffic. Table 9, Witli Proposed Project - Access `►14v 7"' Street & N%V 47"' Avenue (PM) With Proposed Project Access NW Th Street & NW 471h Avenue PM Weak Hour Intersection Movement/Approach Delay (sec/veh) LOS of d EB Left 355.7 F ukd EB Thru 9.3 A NW 7`t' Streel & EB Approach _ WB Thru & R's it 84.6 F 27.4 C Blue Lagoon WB Approach 27.4 C Drive SB Left 74.3 E SB Approach 74.3 E Intersection 56.9 EE From Table 9, it can be seen that the eastbound left rurns from NW 7'�' Streel 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. 10.'I'IZAF IC PROJECTIONS The Following base year 2010 and future year 2040 vehicular traffic volumes on 5W 7"' Street were obtained from the M.iasni-Dade Transportation Planning Organization 2040 adopted Long Range Transportation Plan (LRTP). The bi-directional daily traffic volumes of NW 7"' Street (within the study area) for the year 2010 and 2040 are shown in the table 10 below. Table 10. 2040 Daily Traffic Projections (1,RTP). Year NW 7" Street Units — ?010 25730 of d 2040 _ _45470__ — ukd i 4S470 30 Grow Rate = 1257301 = 1.019 SW 7"' Street/Blue Lagoon Drive, Miarni-Dade County Page 15 record for itern(s) PZ.8 on IQLZ5LI �8 City Clerk TRAFFIC STUDY According to the Miarni-Dade LRTP, it can be seen that the traffic volume along NW 7"' Street is expected to increase. It was calculated that NW 7"' 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 I provides the projected average daily traffic alon-t, NW 7"' 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 7" Street. 2t1it1 2 0 q2;3 Eastbound 14000 15382 Westbound 13500 14832 L -Bi -Directional 27500 30214 Table 12: Existing Volumes Projected to the Year 2023 during AM Peak Period (Vith) Table 13; Existing Volumes Projected to the Year 2023 during PM Peak Period (Vith). The following Tables 14 through 17 include the existing volumes projected to the year 2023 plus the 713L PrQject's generated volumes. SW 7"' Street/Blue Lagoon Drive, Miami -Dade County Page 16 Submitted into the public record for item(s) P2.8 on 10/25118, City Clerk TRAFFIC STUDY Table 14. Projected Volume during AM Peak Period (Vph) For the Scenario 2 (Access via NW 7" St. only) Peak Hour From the North From the Fact Front the South From the West Right Tbru Right Thru Left Pests Right Thru Left Peds Ri ht Thru Left Peds Right Thru Left I Peds 7:45 AM - 5:45 PM - 5:45 PM (2018) 36 0 30 4 59 1235 0 1 16 1 0 0 0 4 0 1098 76 1 05:00 PM - 8:30AM 74 0 fib 12 15 950 0 19 0 0 0 2 0 1 167 .24 10 1167 2 1 10 2023 204 0 155 4 250 1357 1 0 18 0 0 0 4 0 1206 31.5_L 1 1 2023 7:45AM - 0 109 4 194 1357 J 0 I8 1 0 0 0 4 0 1206 315 1 2023 319 0 8:30 AM 319 0 258 13 113 1044 0 21 0 0 0 2 0 1282 150 I t (2023 Table 15: Projected Vola me [luring PM Peak Period (Vph) for the Scenario 2 (Access via NW 7'1' St. only) Peak Flour From the forth From the Cast From the South From the Nest Right Tbru Right Theta Left Peds Ri ht Thru Left Peds Ri ht `Thru Left Peds Right Thru Left Pests 015:00 PM 7.45 AM - _n - 5:45 PM - 5:45 PM (2018) 36 0 30 4 59 1235 0 1 16 1 0 0 0 4 0 1098 76 1 05:00 PM 1235 0 16 1 C 0 4 0 , 1098 I 2018) 74 0 66 - 5:455 PM 15 950 0 i 9 0 0 {] 2 4 1167 2 1 10 2023 204 0 155 4 250 1357 1 0 18 0 0 0 4 0 1206 31.5_L 1 1 Table 16: Projected Volume during AM Peak Period (Vph) for the Scenario 3 (Access via NW 711 St. & 47"' Ave.) Peal: tour Froin the North From the East From the South Front the West Right Tbru bt Thru Left Peds Ri ht Thru Left Peds R1 ht Thru Left Peds Ri Lht Thru Left Pet' " 7.45 AM - _n - 5:45 PM 8:30 AM 2018) 36 0 30 4 59 1235 0 16 1 C 0 4 0 , 1098 I 2018) 74 0 66 12 15 950 0 i 9 0 0 {] 2 4 1167 2 1 10 7:45: AM - 2023 8:30 AM 0 109 4 194 1357 J 0 I8 1 0 0 0 4 0 1206 315 1 2023 319 0 199 13 77 1044 1 0 21 0 0 0 2 1 0 1 1282 150 II Table 17: Projected Volume during PM Peak Period (Vph) for the Scenario 3 (Access via NW 7'1' St. & 4711' Awe.) Peak Hour From the North From the East From the South From the West Right Tbru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 05:010 PM - 5:45 PM 2018) 36 0 30 4 59 1235 0 16 0 C 0 4 0 , 1098 76 1 05:00 PM - 5:45 PM 2023 2.04 1 0 109 4 194 1357 J 0 I8 1 0 0 0 4 0 1206 315 1 i i.i l< IT LRE OPERATIONAL ANALVSIS 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 2423 projections of existing traffic volunies. The First Scenario includes existing traffic projected to the SW 7'h Street/Blue Lagoon Drive, Miami -Dade Counly Page 17 TRAFFIC STUDY year 2023. 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 7111 Street"Blue Lagoon Drive intersection. The Third Scenario assumes that veincles going to or from the 713L Project will utilize either the NW 7"' Street/Blue Lagoon Drive intersection or via NW 47"' Avenue east of the 7BL Project. A summary of the LOS analyses for each scenario is shown in tables below. 01 Seenariol: Projected year 2023 Existing Conditions (without the 7BLProject's traffic) 'fable 18: Projected year 2023 Volumes (Vph) (AM) Table 19: Projected year 2023 Volumes (Vpb) (PM) From Tables 1-8 and 19, it can be seen that the eastbound left turns frorn NW 7`" Street to Blue Lagoon Drive are operating at an undesirable LOS with associated vehicular delays. The southbound t- ID movement from Blue Lagoon Drive during the AM peak period is also operating at an undesirable LOS with associated vehicular delays. Comparing the results with existing conditions (Tables 4 & 5), the eastbound left turns, southbound inovernents and the intersection experienced longer delays. SW 7'h Street/Blue Lagoon Drive, Miami -Dade County Page 18 TRAFFIC STUDY Scenario 2i Existing traffic conditions projected to the year 2023 plus 7131, Project's generated Vehicular volumes with access via NW 7t" Street only. Table 20: Existing Volurnes projected to the year 2023 plus Proposed Project (Vpb) Access NW 7th Street. (AM) From Table 20, it can be seen that 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. Z__ Table 21; Existing VoJurnes projected to the year 2023 plus Proposed Project (Nlph) —Access NNV Th Street. (PM) Table 21 demonstrates that the eastbound left turns from NW 7"' Street to Blue Lagoon Drive, the southbound movement Crorri Blue Lagoon Drive, as well as the entire intersection are operating at an C, 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. SW 71h Street/Blue Lagoon Drive, Miarni-Dade County Page 29 TRAFFIC STUDY ........... , I Cot-nparnig, the results with the existing- conditions (Tables 4 & 5), the eastbound left turns, southbound moverrients and the entire intersection experienced significantly higher delays. Z:I Scenario 3: Existing traffic conditions projected to the year 2023 plus 7BL Project's generated vehicular volumes with access via NW 7"' Street as well as to/from NW 7"' Street and NW 47"' Avenue. Table 22: Existing Volumes prnjected to the year 2023 phis Proposed Project (Vph) - Access NNAI 7111 Street & NNV 47"1 Ave. (ANI) from NW 7" Street to Blue Lagoon Drive and the Table 22 demonstrates the eastbound left turns southbound moverrient 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 phis Proposed Project (VIA) - Access NW 7"1 Street &- NVV 47"' Ave. (PI81) SW 7"' Street/Blue Lagoon Drive, Mlann-Dadc County Page 20 C, Submitted into the public record for items) PZ.8 on 10J25L18 City Clerk TRAFFIC STUDY ............. Table 23 demonstrates the eastbound left turns from NW 77" Street to Blue Lagoon Drive, the southbound movement frorn Blue Lagoon Drive, the eastbound approach as well as the intersection are operating at an undesirable LOS with associated vehicular Mays. 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 MOT Generalized LOS/Capacity tables. Calculations for this analysis are show below, SW Th Street/Blue Lagoon Drive-, Miami -Dade County Page 21 record for item(s) on 1PLZ5118, City Clerk Traffic Count Station No. 7052 at NW 71" Street, west of NW 42"d Avenue Average Annual Daily Traffic (AADT) =27,500 vehicles per day (vpd) Average Eastbound = 14,000 vpd Westbound = 13,500 vpd K= 9.00 (peak hour volurne both directions) D = 55.7 (traffic directional split) Peak -hour 2 way = 27,500 (0,09) = 2,475 vehicles per hour (vph) Peak- hour t way = 27,500 (0.09) (0.557) = 1,390 vph According FDOT LOS tables: AADT Table 1, Minor roadway adjusted for non -State facility (-10%) 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 (4d]v) = 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 volurnes from the 7BL Project will significantly negatively impact the LOS as reflected by the intersection LOS analyses. SW Vh Street/Blue Lagoon Drive, Miaiiii-Dade County Page 22 Submitted into the public record for item{s} P'Z.8 on 10/2-5/18, City Clerk TRAFFIC STUDY 12.FIN INiC YC O N('1.1� AQN Based on the analyses of the intersection of NW 7"' Street/Bloc Lagoon D-ive and the roadway segment, of NW 7"' 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 78L Project will result in significant negative impacts in terms of roadway LOS and substantially increased vehicular delays. Tables 24, 25 & 26 below present a surnmary of the analyses_ Table 24: Vehicular Traffic Volumes Comparison. Blue SB Lafmon Dr. aunroach VEHICULAR TRAFFIC VOLUMES AM 1'eak I lou r _ Access via BIW 7th St. With 7BL Existing Project Veil per Veh per 'Hour Hour Im act I 140 423 202.1% X.'%1 l'ea'k Hour Access via BIW 7th St. & NW 47 Aire. — Wiih 7BL Existing Project Veil per Veh per Hour Cour Impact 140 J _i 64 J 160.0% VEHICULAR TRAFFIC VOLUMES i'.11 1'eak Hour Access via NW 7" St. With 7BL Existing Project Vell per Veh per Hour Hour Impact Blue SB Laeoou Dr. mouroMch 66 286 333,3% I'll 11'l;ak 11mir Access via NW 71" St. & NW 47"1 Ave. With 7BL Existing Project Veil per Veil per Hour Hour Impact 66 240 263.6% Table 25; Vehicular Delay Comparison. VEHICULAR []BELAY .ill [peal,; 11g1u1- Access via NW 7"' St. With 7BL Existing Project Seconds per Seconds per Veh I Vch lrnnact Blue Ltgoon SB Drive auurnach 56.8 210-9 271.3% A -NI 1'eal. 111mr Access visa NW 7111 St. & NW 47"' Ave. With 7BL Existing Project Seconds per Seconds per Veh Veh impact 56.9 36.3 1 140.0% SW 7`i' Street/Blue Lagoon Drive, Miami -Dade County Page 23 Blue Lagoon Drive Blue Lagoon Drive MOTMMIT� record for item(s) ftZ.8 on 10 25 18 City Clerk TRAFFIC STUDY VEHICULAR DELAY PNI 11cak 11(mr 01 Peal� Hone Access via NW 7"' St. Access via NW 7"' St. & NW 47"' Ave. With 7161,7 With 7131- " Existing Project Existing Project Seconds per Seconds per Seconds per Seconds per Veh Veh Impact Veil Veh Impact 42.2 107.9 155.7% 412 74.3 76.1% Table 26: Level of Service Comparison. LEVEL OF SERVICE (LOS) AM Pe;ik Hour VNI Peak 11om- Access via NW 7" Sc Access via NW 7'11 St. & NW 47h Ave. r Witt) 7131, With 7131, Existing Project Existing Project LOS LOS Impact LOS Los I m 2act E tLtE F E To' F E F ETOF LEVEL OF SERVICE (LOS P -M Peak Hour PNI peali Hour Access via NW 7'11 St. Access via NW 7"' St. & NW 47"' Ave. With 7BL --- — I With 7it, Existing Project Existing Project Seconds per Los LOS Impact I Veh LOS Impact DF 'PTO F D I E DTOE SW 7'h Street/Blue Lagoon Drive, Miarm-Dade County Paoe 24 Submitted into the public record for item(s) PZ.8 on 10125/18 City Clerk Appendix A► Existing Conditions TMC Counts 6869 SW 196 Avenue, Suite 302 Pembroke Pines, Fl 33332 Engineers - Planners Blue Lagoon Drive and NW 7th Street Tuesday, June 19, 2018 ........ .......... ........ ....... .. Sout4bound — Mart TiTimeaiqi LOT Thru Peds F—, � ,, --Tghl I The 07:00 AM 1 31 8 21 0 60 r 21 77 07:15 AM 14 0 5 0 19 37 166 07:30 AM 26 0 19 0 45 3 229 07A5 AM 22 0 16-- 1761 335 -' 40 7 230 Tot 1 ��,9 3 8 61 2 164 68 702 08:00 AM 22 0 14 5 41 It 0 209 08:15 AM 1 17 0 16 2 35 4 251 08:30 AM i 13 0 20 3 36 4 260 08:45 AM 24 0 19 0 !13 1 216 Total 76 . .... 0 ..... 69 10 155 __j 9 -- 936 — BREAK 0 0 01 0 301 6 1 04:00 PM 10 0 12 2 24 15 306 04:15 PM i 10 0 11 0 21 12 329 04:30 PM 14 0 5 3 22 5 285 04:45 PM 8 '0 4 3 151 9 296 ............ Total 42 0 32 8 82'. 41 1216 05:00 PM 12 0 8 1 21 '1 20 256 05:15 PM 6 0 5 2 13: 12 315 05:30 PM 7 0 7 1 15 18 318 05A5 PM 11 0 10 0 21 9 346 i:�taf 36 0 30 4 70 59 1235 Grand Total 247 8 192 24 471 = 177 4089 Apprch % 52A 1.7 40.8 5.1 1094 41 94.7 Total %! 2.6 01 - 2 03 -" 5 i 74139 1.9 43.6 tjr�sh—ift edi �4-7 9 1 92 22 ' 177- 4054 Unshilted It 100 100 100 913 99 100 99.1 Bank 1 0 0 0 2 2 0 35 % Bank 1 0 0 0 8,3 0.4 0 0,9 ItIL5Gu: U, I3l I!j LJCiI f'R. record for item(s) fq.8 on IQIZ5 J�18 City Clerk File Name : TIVIC Data Site Code 00000013 Start Date 6/19/2018 Page No I Dound Northbound Ed stbound It 1 Peds I Th_'�'L L eft7 Pd. w, T.w 0 1 99 0 0 0 0 0 0 168 8 0 1761 335 0 0 0 1 203:: 233 0 0 0 0 0 0 0 0 00 0 0 255 317 3 3 0 0 258 480 320 598 0 2 — ----- - 239 •0 0 0 0 - 0� 0 289 8 1 298 577 - 0 4 774 0 0 0 0 0 j 0 1029 22 1 1052 1 1990 0 7 216 0 0 0 1 1 0 267 5 1 273 3 531 0 3 258 0 0 0 0 01 0 301 6 1 308 601 0 7 271 0 0 0 1 1 0 310 5 7 3221 630 0 0 7 21, ;—.- 0 0 0 PL 0 0 282 6 2 290 550 0 17 - 9621 0 — 0 "—. 0 . - -1 2 21 — 0 —.- 1160 - - 22 -,.- 11 1193 2312 0 1 322 0 0 0 0 01 0 245 13 1 259 605 0 7 348 0 0 0 0 0 0 272 15 0 287 6,56 0 2 2921 0 0 0 1 1 0 283 9 0 2921 607 0 6 311 0 0 0 00 0 294 18 1 313 639 0 16 1273 0 0 0 1 1 0 1094 55 2 T1 6-11' 256-7 0 7 283 0 0 0 1 1± 0 265 9 0 274 1 579 0 2 329 0 0 0 0 01 0 273 22 1 296 638 0 5 341 0 0 0 2 2 0 276 26 0 302 660 0 2 357,1 .. . . ...... 0 0 0 . 1 ....... - 1 . ....... - . 0 ... . 284 . . ... .... 19 . ... .... 0 303 i 682 0 16 1310 0 0 0 4 4 1 0 1098 76 1 1175 2559 0 53 4319 0 0 0 7 7 0 4381 175 15 4571 j 9368 0 1,2 0 0 0 100 0 95;8 3.8 0,3 0 0.6 461 0 0 0 01. . .. .... ... 0.1 0 46.8 1,9 0,2 48,9 1 457 0 84.9 99 0 0 0 71.4 71,41 0 99-2 100 0 8 43 0 0 0 2 2 i 0 34 0 3 37 84 0 151 1 i 0 0 0 28.6 28.6 0 0.8 0 20 0.8, 0.9 Submitted into the public record for item(s) EZ -8 on 1012511 City Clerk R.J. Behar & Company, Inc. 68609 SW 196 Avenue, Suite 302 Pembroke Pines, PI 33332 Engineers - Planners Blue Lagoon Drive and NW 7th Street File Name : TMC Data Tuesday, ,tune 19, 2018 Site Cade : 00000013 Start date : 0/19/2018 Page No : 2 Southbound - - - V+lestbounti - Northbound - East -- --- Time�ROI I Thru Left Peds t rog, r.0 I Right Thal Left Peds n, R ghl Thru Left Ped; —k. Right Thru i Left Peds ,�„ rq„ � IM, T'w Peak Hour Analysis From 07:00 AM to 11;45 AM - Peak 1 of 1 Peak Hour for Entire intersection Begins at 07:45 AM 07:45 AM 22 0 16 2 401 7 230 ❑ 2 239 0 0 0 0 01 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 98:30 AM 13 Q _ 20 3 _ 36 4 260 0- 7 271 0 0 0 1 1 0 310 _ 5 7 _ 322 _ 630 Toter vo.me 74 0 66 12 152 15 950 0 19 984 0 0 0 2 2 i 4 1167 24 10 1201 2339 "Y.R . Tow App. 48:7 ❑ 43.4 7.9 _ _ _ 1.5 96-5 0 1.9 0 _ 0 0 100 _ 0 _ 97-2 2 0.8 PHF .841--000 825 -.00 .927 _536 .913 _-000 -6-67s 908 .000 .000 .0©t _5001 00 --00 - .941 _750 _357 .832 928 unshifted 74 0 ss 10 150 15 940 0 19 974 0 0 0 1 1 0 1157 °k 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 Bar* 1 0 0 0 2 2 1 0 10 0 0 10 0 0 0 1 1 0 10 0 3 13 , 26 % Bank 1 0 0 0 1$.7 1.3 0 1.1 0 0 1 0 ❑ ❑ 0 50.0 50.0 0 0,9 0 30.0 1..1 1.1 out _ fn T91al ` 3fm T:>a 1891 2 2 _ 0Q �1 1__151 rt is i -u e( Tci 01 _a a 2 F-fAl `o ss v, R' hi Thru Left Peds — -- — — — Peak Hour data - - — - f -U iR "T Lw p IA IW r N� a Ndrlh Peak Haur 9910Sat 47.A5 ALai 2Ungihedr tog —N�o�l soy � T Leh _ Thru aW111 Pads I 0 U. 0 t 0 _031 it _ 1 I T -Q _ 91 0 2. I _ 0, 0 F 5 T U 2 2 Out In Tidal Submitted into the public record for item(s) PZ -8 R.J. Behar & Company, Inc. on IOL25LI8, City Clerk. 6869 SW 196 Avenue, Suite 302 Pembroke Pines, Fl 33332 Engineers - Planners Blue Lagoon Drive and NW 7th Street File Name TMC Data Tuesday, June 19, 2018 Site Code 00000013 Start Date 6/19/2018 Page No 3 ..... . ........ --- - ------- ---- - - -- --- - --- ---- - ----- ..... . .... ---- - --- ---- - - . ..... . ....... .............. _. . .... Southbound Westbound Noahbound Eastboyod ........... �' Time Right Thru j Left Peds j Right Thru : . ......... — L- .. -P�4'- Left Peds 1. -1 . .... h- Right Th Left Thru - -1 "--- Peds Right 1--- Thru Left Peds - ---- .......... ... . ..... 1.1, T.W —.- Peak Hour Analysis From 1270-0 PM to 05:�5- �—eak'l of Peak Hour for Entire Intersection Begins at 05:00 PM 05:0() PM 12 0 8 1 21 20 256 0 7 283 0 0 0 1 1 0 265 9 0 274 579 05:15 PM 6 0 5 2 13 33 12 315 0 2 3291 0 0 0 0 0 0 273 22 1 296 638 05:30 PM 7 0 7 1 15 18 318 0 5 341 0 0 0 2 2 0 276 26 0 3021 660 05:45 PM r 11 0 10 0 21 9 346 0 2 357... 0 - 0 Q.— 1 __'j 0 284 19 --0 303 682 Totai Volume 36 0 30 4 70: 59 1236 0 16 1:31 00 0 0 4 4 0 iogti 76 1 1175�: 2559 Is Apk_Total 0 42.9 5,7 45 943 —338 0 1 2 0 0 0 100 0 93A &S 0.1 �000 ,892 _PHF I.J5O 350 MO-,W�'] MO �571 917 000 GOO 00 506- 5oo. M,0 967 731 .938 Unshifted = 36 0 30 4 70 = 59 1227 % Unshifted 100 0 100 100 100 l 100 99.4 0 68,8 99.0 1 0 0 0 75.0 75.6 0 99.2 100 100 99.2 99.1 Bank 0 0 0 0 0 0 8 0 5 13 0 0 0 1 1 0 9 0 0 91 23 % Bank 1 0 0 0 0 0 0 0 6 0 31,3 1,0 0 0 0 25,0 25.0 0 0.8 0 0 0.8 : 0.9 I Out In Total 135 70 74 L Right Thru I N North Peak Hour or Begins at 06:00 PEA Unshifted Bank -i 1-1 T [-* L9, Riiq fl Thru ht Pods - 0� 't 3. 41 3! 41 Out In Total —0 -4 record for item(s) PZ.8 on 10/25/18 City ClIerk Appendix B . ..................... - .......... . . ... . ............... . . ...... ............ . ..... . . . ....... . .................... . ............. ......... .... --- .. .............. -- -.-- .......... - ..... -- ITE Trip Generation Tables record for itern(s) PZ.8 High -Rise Apartment on 1OLZV18, City Clerk (222) . . . . ........ Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday Number of Studies: 9 Avg. Number of Dwelling Units: 435 Directional Distribution: 50% entering, 50% exiting . . . ... ..... Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 4.20 3.00 - 6.45 232 Trip Generation, 9th Edition * Institute of Transportation Engineers 375 Submitted into the public record for item(s) PZ.8 on 10/25118 City Clerk Li +� - ase pa men (222) Average Vehicle Trip Ends vs: Dwelling Units On a: weekday, Peak Hour of Adiacem Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 17 Avg. dumber of Dwelling Units: 420 Directional Distribution: 25% entering, 75% exi rg Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.30 0.18 - 0.47 0.55 Data Plot and Equation 376 Trip Goperalion, 91h Edition • Institute oFTransportation Engineers 400 - - - W X, ono ...... ..:..... x ... ; ..... . ... . . . x x 100 .... , ... x X x 0 100 200 300 400 500 600 700 80D 900 1000 110D X = Number of Dwelling Units X Actual Data Paints Filled Curve - - -- Aver4ge Hate Fitted Curvp Equation: Ln(T) = 0.99 Ln(X) -1.14 R2 = 0.88 376 Trip Goperalion, 91h Edition • Institute oFTransportation Engineers record for itern(s) PZ.8 H on 19L_25 18 igh-Rise Apartment City Clerk (222) ... ....... 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 Range of Rates Standard Deviation 0.35 OM - 0.50 0.59 z 400 M1 200 RM a 0 100 200 300 400 500 600 X = Number of Dwelling Units X Actual Data Points Fitted Curve Fitted Curve Equation: T = 0.32(X) + 12.30 700 800 900 1000 1100 ------ Average Rate R2 = 0.92 Trip Generation, 9th Edition * Institute of Transportation Engineers 377 Submitted into the public record for item(s) R-Z---8- Hotel on L01951-18, City Clerk (31 0) .... . ..... . ....... ---- . 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% exiti . ............. Trip Generation per Occupied Room Average Rate Range of Rates .... . ........ .. 8.92 4.14 17.44 Mmus"P.TIT'j.:M= .0 z 3,000 z am a 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 X = Number of Occupied Rooms X Actual Data Points Average Rate Fitted Curve Equation: Not given 132 604 Trip Generation, 9th Edition ® Institute of Transportation Engineers Submitted into the public record for item(s) EZg on 10 25L18 Hotel City Clerk (31 0) --- - --- . . ....... . ....... .......... - .. . ....... . .... ..... 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 Range of Rates Standard Deviation 0,67 0.35 1.10 J I Data Plot and Equation 400 z =11 M 200 300 X = Number of Occupied Rooms X Actual Data Points -- Fitted Curve Fitted Curve Equation., 7 = 0.78(X) - 29.80 400 - ----- Average Rate R2 = 0.69 500 1 i Trip Generation, 9th Edition 0 Institute of Transportation Engineers 605 MIM 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 z MH HIM Rpm go 100 in M ------------ X X X XX, :X X jj X X X . . ......... ..... X X X X X 0 100 200 300 400 500 X Actual Bata Points Fitted Curve Equation. Not Giver, 606 Trip Generation, 9th Edition v Institute of Transportation Engineers ------ Average Rate R2 = *.— recorA for item(s) PZ.8 #n 10/25118, City Clerk Appendix C ..... ............ . . . ............ . ... ... . . . ............ . ....................................................................................................................... ........ . ........... ....... . ...................... - - .. .............. ---- ... .. ............... - Existing Conditions AM Pa Lane Group EBL EBT- WBT WBR SBL SBR Lane Configurations Vi tt tTO y Traffic Volume (vph) 24 1167 950 15 66 74 Future Volume (vph) 24 1167 950 15 66 74 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 0.996 0,929 Fit Protected 0.950 0A77 Said. Flow (prof) 1770 3539 3525 0 -1691 0 Fit Permitted 0:950 0.977 Said. Flow (perm) 1770 3539 3525 0 1691 0 Right Tom on Red Yes Yes Said. Flow (RTOR) 3 27 , 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,$2 01,84 Adj. Flow (vph) 32 1241 1044 28 80 88 Shared Lane Traffic Lane Group Flow (vph) 32 1241 1072 0 168 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 i Position(ft) 0 0 0 0 Detector I Size(ft) 20 6 6 20 Detector I Type CI+Ex CI+Ex C]+Ex Cl+Ex Detector 1 Channel Detector I Extend (s) U 0-0 0,0 U Detector I Queue (s) 0.0 0,0 U 0.0 Detector 1 Delay (s) ,0.0 U U 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) U U Turn Type Prot NA NA Prot Protected Phases 1 12 2 3 Permitted Phases Detector Phase 1 1 2 2 3 Switch Phase Minimum Initial (s) 18,0 114.0 40,0 Existing Conditions AM 6/19/2018 Baseline Synchro 9 Report Page 1 Existing Conditions AM Page 2 Lane Group' EBL EBT WET W6k. SQL SBR Minimum Split (s) 22.5 120.5 44,5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 12,2% 641% 233% 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 Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 10 10 10 Recall Mode None None None Walk Time (s) 22.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#Ihr) 0 Act Effct Green (s) 18.5 137,0 114,0 40 Actuated 91C Ratio 0.10 0,74 0,61 0.22 v/c Ratio 0.18 0.48 0,50 0,44 Control, Delay 79.7 10.7 20,9 56.8 Queue Delay 0.0 H 0,0 0.0 Total Delay 793 10.7 20.9 56.8 LOS E B C E Approach Delay 12.4 20.9 56.8 Approach LOS B C E liatiftec! LOO Summary . ...... . . .. .. ... . . .. ......... ... .... .......... .. .. . . ... .. .... . . ..... . .. . ......... . . . .. . .... ... .. . ... . . ... .... . .. .... .. ............ .. ........ ..... ... . ......... ... ....... . . ...... .. ... .. 7 ...... .. ........ . . ... ........ .... ... ... ... ... ...... . .. . . . .... ...... . ... . ... ... ..... ...... . . ..... .. . .. ...... ..... . ..... .... .. ... . .. . . ...... ... ... . .. . ... . ............... Area Type: Other Cycle Length: 188 Actuated Cycle Length: 186 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v1c Ratio: 0,50 Intersection Signal Delay: 19.0 Intersection LOS: B Intersection Capacity Utilization 135.8% z ICU Level of Service H Analysis Period (min) 15 Existing Conditions AM 6/19/2018 Baseline Synchro 9 Report Page 2 With Proposed Project Access NW 71h. �-AM� Pa Qe 1 2 2 Detector Template Left Thru Thru Lane Group EBL EBT {BT WBR SBL,, SBR Lane Configurations `1 tt tT. Detector 1 Position(ft) y 0 Traffic Volume (vph) 124 1167 950 97 185 238 Future Volume (vph) 124 1167 950 97 185 238 Ideal Flow (vphpi) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1.00 Frt U 0.0 0.978 Detector 2 Position(ft) 0.923 94 Fit Protected 0,950 Detector 2 Size(ft) 6 0,979 Said. Flow (prot) 1770 3539 3461 0 1683 0 Fit Permitted 0,950 Detector 2 Extend (s) 0.979 0.0 Satd. Flow (perm) 1770 3539 3461 0 1683 0 Right Turn on Red 12 2 3 Yes Yes Satd, Flow (RTOR) Detector Phase 19 12 32 3 Link Speed (mph) 40 40 15 18.0 Link Distance (ft) 114.9 220 223 231 Travel Time (s) 18 3,8 14.5 Peak Hour Factor V5 9.94 0.91 0,54 0.84 0,82 Adj. Flow (vph) 165 1241 1044 180 220 290 Shared Lane Traffic (%) Lane Group Flow (vph) 165 1241 1224 0 510 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 1.04 1.00 1,00 1.00 1,00 1,00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 2 2 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 I Size(ft) 20 6 6 20 Detector I Type CI+Ex CI+Ex CI+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0,0 0,0 0.0 Detector I Queue (s) U 0.0 0,0 0.0 Detector 1 Delay (s) 0.0 U 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 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114.9 40.0 T/ i titAccess NW 7Th St, (AM) 6/2712018 Baseline Synchm 9 Repol With Proposed Project Access NW 7Th St, LAY)_ Page 2 t6ne:GnDup, EBL 'EBT WOT. 'WBR SBL SBR Minimum Split (s) 22.5 120.5 44.5 Total Split (s) 23.0 120,5 44.5 Total Split (%) 112% 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 H 0.5 Lost Time Adjust (s) U 0.0 H Total Lost Time (s) 2.5 4.5 4,5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s)' 3.0 10 3.0 Recall Mode None None None Walk Time (s} 22.0 Flash Dont Walk (s) 11.0 Pedestrian Calls (#/hr) `G Act Effct Green (s) 20.5 139.4 114.4 40,0 Actuated g/C Ratio 0.11 0.75 0.61 0,21 v1c Ratio 0,85 0.47 0.57 132 Control Delay 114.7 H 22.4 210.9 Queue Delay 0.0 H 0.0 H Total Delay 114.7 H 22.4 210.9 LOS F A G F Approach Delay, 22.1 22.4 210,9 Approach LOS C C F Cycle Length: 188 Actuated Cycle Length-. 186.4 Natural Cycle,: 190 Control Type: Semi Act-Uncoord Maximum vic Ratio: .1.32 Intersection Signal Delay: 52.9 Intersection LOS: D Intersection Capacity Utilization 143.5% ICU Level of Service H Analysis Period (min) 15 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.8 on 10 25 18, City Clerk With Proposed Project Access NW 7th St. and NW 47 Ave. (AN Page 1 4--- 41 r Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations ?? 4'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 No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk WiOO) 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 12 2 3 Permitted Phases Detector Phase 1 12 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 � W • record for itern(s) PZ.8 on 1QLZ5L18 , City Clerk With Pro ®sed Pr2ject Access NW 7th St and NW 47 Ave. {AM) Page 2 ............. .. Minimum Split (s) 22.5 120.5 44.5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 12.2% 64.1% 217% 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) H H H Total Lost Time (s) 2 5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 10 3.0 3,0 Recall Mode None None None Walk Time (s) 22.0 Flash Dent Walk (s) 11,0 Pedestrian Calls (#/hr) Act Effet Green (s) 20,5 139.0 114,0 40.0 Actuated g/C Ratio 0.11 015 0,61 0.22 vic Ratio 0.85 0,47 0.54 1.11 Control Delay 114.2 9,8 21.8 136.3 Queue Delay 0.0 0,0 H H Total Delay 114.2 9.8 21.8 136.3 LOS F A C F Approach Delay 22:1 21.8 1363 Approach LOS C C F Inf e"did K'Sq, ... M" 'd . ... . ..... :-:: . . .... .. . . .. ...... . ... . . ..... .. ..... .. . ...... . . ...... ........ . ....... .. . .. ..... ..... . . . ..... . ... .. ........ . . . . .......... Area Type: Other Cycle Length: 188 Actuated Cycle Length- 186 Natural Cycle: 190 Control Type: Serni Act-Uncoord Maximum v1c Ratio: 1,11 - ,11Intersection Intersection Signal Delay: 38,7 Intersection LOS: D 4ntersection Capacity Utilization 143.5% ICU Level of Service H Analysis Period (min) 15 With Proposed Project Access NW 7th St. and NW 47 Ave, (AM) 6/27/2018 Baseline Synchro 9 Report Page 2 WRIWOWM record for item(s) PZ.8'lk on 1PJ?5 J18 City Clerk PM Existing Conditions P2_9e 1 -A ---* � \4,. 4/ Lane Configurations 11 fit t1t. 1.00 1.00 UO y 15 Traffic Volume (vph) 76 1098 1235 59 30 36 Future Volume (vph) 76 1098 1235 59 30 36 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 20 6 0,992 20 0.926 CI+Ex Fit Protected 0.950 CI+Ex Detector 1 Channel 0.978 Said, Flow (prot) 1770 3539 3511 0 1687 0 Fit Permitted 0.950 0.0 0.0 Detector 1 Delay (s) 0.978 10.0 Satd, Flow (perm} 1770 3539 3511 0 1687 0 Right Turn on Red 6 6 Yes Detector 2 Type Yes Said. Flow (RTOR) CI+Ex 6 29 Link Speed (mph) Detector 2 Extend (s) 40 40 0.0 15 Turn Type Link Distance (ft) NA 220 228 Protected Phases 231 12 Travel Time (s) 3 18 18 10.5 Peak Hour Factor 0.73 OA 0 89 034 0,76 035 Adj. Flow (vph) 104 1144 1388 80 40 48 Shared Lane Traffic Lane Group Flow (vph) 104 1144 1468 0 88 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 IQ, Headway Factor 1.00 1,00 1.00 1.00 1.00 UO 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) 6 0 0 0 Detector I Posifion(ft) 0 0 0 0 Detector I Size(ft) 20 6 6 20 Detector I 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 I Queue (s) U 0,0 0.0 0.0 Detector 1 Delay (s) U 10.0 0.0 U 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 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114,0 40.0 PM Existing Conditions 4:00 pm 6/19/2018 Baseline Synchro 9 Report Page 1 PM Existing Conditions Page 2 Lane Group EBL EBT UT,, +LR]3_. ::...,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% 233% 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 6.5 Lost Time Adjust (s) 0,0 0.0 H Total Lost Time (s) 4,5 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) 18,5 137.8 114,8 40,0 Actuated g/C Ratio 0.10 074 0.61 0,21 v/c Ratio 0.59 044 H8 0.23 Control Delay 95.4 10.1 25.7 42,2 Queue Delay 0.0 0.0 0.0 H Total Delay 95,4 101 25,7 421 LOS F 8 C D Approach Delay 17.2 25,7 422 Approach LOS B C D C06 LengtK 188 Actuated Cycle Length: 186.8 NaturM Cyclw 190 Control Type, Semi Act-Uncoord Maximum vk Ratio: 0.68 Intersection Signal Delay: 22.5 Analysis Period (min) 15 PM Existing Conditions 4:00 pm 6/19/2018 Baseline Synchro 9 Report Page 2 record for #n 1912SL18, City Clerk With Proposed Project Access NW7th St. {PM) Pae 1 Lane Group E L . EBT WBT WBR SSL SBR ... Lane Configurations '1 ?t ti. Traffic Volume (vph) 232 1098 1235 185 122 164 Future Volume (vph) 232 1098 1235 185 122 164 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 0.977 0.923 Flt Protected 0.950 0.979 Satd. Flow (prat) 1770 3539 3458 0 1683 0 Flt Permitted 0.950 0.979 atd. Flow (perm) 1770 3539 3458 0 1683 0 Right Tum on Red Yes Yes' Satd. Flow (RTt3R) 21 33 Link Speed (mph) 40 40 1 Link Distance (4) 220 223 231 Travel Time (s) 3.8 3.8 %5 Peak Hour Factor 0.73 0.97 0.89 0.74 0.75 0.75 Ad). Flaw (vph) 318 1132 1388 250 163 219 Shared Lane Traffic (%) Lane Group Flow (vph) 318 1132 1638 0 382 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 Fadtor 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 a 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 2Size(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 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114,0 40.0 With Proposed Project Access NW7th St. (PM) 612712018 Baseline Synchro 9 Report Page 1 With Pro2osed Pr* ect Access NVV7th St. (P�j� Minimum Split (s) 22.5 120,5 45 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 (s),, 2,0 4.0 4.0 All -Red Time (s) 0.5 0.5 0,5 Lost Time Adjust (s) H 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) 20.0 139.7 115.2 40.0 Actuated g/C Ratio 0,11 015 0.62 0:211 v/c Ratio 1.68 0.43 0.77 0.99 Control Delay 373.7 9.3 28.6 107,9 Queue Delay 0,0 H 0.0 H Total Delay 3717 93 28,6 107.9 LOS F A C F Approach Delay 89.2 28,6 107,9 Approach LOS F C F .. ... ....... .. ... .. . .... .. . . .. ....... . ...... .. .... .. ...... . .... . . . ............... ... .............. .... .. ... ... . .. .... .. .. .. . .... ...... . . . . .. .. . ........ ..... .... . ... .. ... . . ... . . ... . ..... . .... .. . ... ...... .. . .. .... ....... . .. . .. ... ...... .. . .. . ........ ............................. . ..... ........ .. . ...... .. . .. .... ......... . . ... .............. ........ ............................ . ..... ...... ...... . ............ . .. . . ..... .... .. .. . ..... ............. . . .................................. ..... ............ . ....... ........... . ... . 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 LOS: E intersection Capacity Utilization 154.2% ICU Level of Service H Analysis Period (min) 15 With Proposed Project Access NW7th St. (PM) 6/27/2018 Baseline Synchro 9 Report Page 2 Submitted into the public record fir item(s) PZ.8 on 10/25/18 City Clerk With Proposed Project Access NW 7th St. and NW 47 Ave. (Pk,� ,'age 1 � '- 41 \. d Lane Group EBL . EBT WBT WBR SBL SBR Lane Configurations TT T1a M 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 Flt Protected 0.950 0.984 Satd. Flow (prot) 1770 3539 3479 0 1664 0 Flt Permitted 0.950 0.984 Said. Flow (perm) 1770 3539 3479 0 1664 0 Right Turn on Red Yes Yes Said. 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 CI+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 12 2 3 Permitted Phases Detector Phase 1 12 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 retort} 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 Anatysis Period (min)15 lits and Phases: 3: 0101 1 =0z With Proposed Project Access NW 7th St. and NW 47 Ave. (PM) 12;00 pm 6127/2018 Baseline Synchro 9 }deport Page 2 s --,. z r Lane Group EBL EBT WBT WSR SBL SSR Minimum Split (s) 22.5 120.5 44.5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 12.2% 54.1% 23.7% Maximum Green (s) 20.5 115.0 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 H 0.0 Total Lost Time (s) 2.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3A 3.0 3,0 Recall Mode None None 'None Walk Time (s) 22.0 Flash Dont Walk (s) 11,0 Pedestrian Calls (#Ihr) 0 Act Effct Green (s) 20.5 140.1 115.1 40.0 Actuated gIC 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 Cycte Length: 188 Actuated Cycle Length: 187.1 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum ft Ratio: 1,64 Intersection Signat Delay: 56.9 Intersection LOS; E Intersection Capacity Utilization 154.2% ICU Level of Service H Anatysis Period (min)15 lits and Phases: 3: 0101 1 =0z With Proposed Project Access NW 7th St. and NW 47 Ave. (PM) 12;00 pm 6127/2018 Baseline Synchro 9 }deport Page 2 Projected year 2023 ExistingConditions AM Pa0e,1, Lane Group EBL EBT WBT W.13R. SBL SBR Lane Configurations Vi tt t1t. Y Traffic Volume (vph) 26 1282 1044 16 73 81 Future Volume (vph) 26 1282 1044 16 73 81 Ideal Flow (vphpI) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 0.95 1.00 1,00 Frt 0.996 0.930 Fit Protected 0.950 0.977 Satd, Flow (prot) 1770 3539 3525 0 1693 0 Fit Permitted 0.950 0.977 Satd. Flow (perm) 1770 3539 3525 0, 1693 0 Right Turn on Red Yes Yes Satd. Flow (RTOR) 3 26 Link Speed (mph) 40 40 15 Link Distance (ft), 220 223 -231 Travel Time (s) 18 3,8 10.5 Peak Hour Factor 615 0,94 0,91 0,54 0,82 0.84 Adj- Flow (vph) 35 1364 1147 30 89 96 Shared Lane Traffic (%) Lane Group Flow (vph) 35 1364 1177 0 185 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 1100 1M 1100 10 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 I Position(ft) 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 Detector I Type CI+Ex CI+Ex CI+Ex CI+Ex Detector I Channel Detector I Extend W 0.0 U 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 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114.0 40.0 Projected year 2023 Existing Conditions AM 6/19/2018 Baseline Synchro 9 Report ............ Page 1 Projected year 2323 Existinu Conditions AM Page 2 ....... . .. Lane G roup EBL EBT WBST.:::. WBR 'SBL SBR Minimum Split (s) 22.5 12&5 44.5 Total Split (s) 23.0 120.5 44.5 Total Split (%) 122% 64.1% 233% Maximum Green (s) 18.5 116.0 40.0 Yellow Time (s) 4.0 4,0 4.0 Ail-Red Time (s) 0.5 0.5 0,5 Lost Time Adjust (s) H 0.0 0.0 Total Lost Time (s) 4,5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 1.0 10 10 Recall Mode None None None Walk Time (s) 22.0 Flash Dent Walk (s) 11.0 Pedestrian Calls (#Ihr) 0 Act Effct Green (s) 18.5 137.4 114.4 40.0 Actuated g/C Ratio 0.10 0,74 0.61 0.21 v/c Ratio 0.20 0.52 0.54 0,48 Control Delay 80.5 11,3 22.0 59.7 Queue Delay 0.0 H 0.0 0,0 Total Delay 80.5 11.3 22.0 59.7 LOS F B C E Approach Delay 131 22.0 59.7 Approach LOS B C E In terse0ion'Surnma!y . ..... .. .... .... ............... .. ... ... . . ......... . . . ........ . .... ... ..... ... .......... ........ .... . . . ...... . .. .......... . . . . . . . . .... . .... .... .. .... .. .... .. ...... ....... .... .. ... . . . . .......... ... .... ....... ....... . .. .... .. .. . .... . .... - ..... .. .... . ..... .. ....... .... .... ......................... .. . . .. .. .. ... .. .. ............. .... . . .. ................. ... .. .... . .... .. .... ....... ....... Area Type: Other Cycle Length: 188 Actuated Cycle Length: 186.4 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.54 Intersection Signal Delay: 20.0 Intersection LOS: B Intersection Capacity Utilization 135.8% ICU Level of Service H Analysis Period (min) 15 Projected year 2023 Existing Conditions AM 6/1912018 Baseline Synchro 9 Report Page 2 recordi, itern(s) PZ -8 on O,' Prfljected year 202 With Paosed Pr_ ject Access NW 7Th St. (t,mvm� tea 1 Lane Configurations I tt Traffic Volume (vph) 150 1282 Future Volume (vph) 150 1282 Ideal Flow (vphpl) 1900 1900 Lane Util. Factor 1.00 0.95 Frt 0.977 94 Flt Protected 0.950 Detector 2Size(ft) Said. Flow (Prot) 1770 3539 Flt Permitted 0.950 1685 Said. Flow (p rm) 1770 3539 Right Turn on Red 3458 Said. Flow (RTOR) 1685 0 Link Speed (mph) Yes 40 Link Distance (ft) 21 220 Travel Time (s) NA 3.8 Peak Hour Factor 0.75 0.94 Adj. Flow (vph) 200 1364 Shared Lane Traffic (%) 3.8 Lane Group Flow (vph) 200 1364 Enter Blocked intersection No No Lane Alignment Left Left Median Width(ft) 1356 12 Link Offset(ft) 0 0 crosswalk Width(ft) No 16 Two way Left Turn Lane Right Left 15 113 1 2 Left Thru 20 .100 0 0 0 0 20 6 CI+Ex CI+Ex 1044 113 258 319 1044 113 258 319 1900 1900 1900 1900 0.95 0.95 1.00 1.00 0.977 94 0.925 Detector 2Size(ft) 0.978 6 3458 0 1685 0 CI+Ex 0.978 3458 0 1685 0 Yes 0.0 Yes' 21 Prot 31 NA 40 Protected Phases 15 12 223 3 231 3.8 10<5 Detector Phase Oi 91 0.54 x.84 U2 1147 209 307 389 1356 0 696 0 No No No No Left Right Left Right 12 12 0 0 16 16 Yes I 1.00 1.00 1.00 9 15 2 1 Thru Left 100 20 0 0 0 0>' 6 20 CI+Ex CI+Ex 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 2Size(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 12 2 3 Permitted Phases . Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114.0 40.0 Projected year 2023 With Proposed Project Access NW 7Th St. (AM) 6/27/2018 Baseline Synchro 9 Report Page 1 Projected year 2023 With Pro used Project Access NW 7Th St. (AM)Pa 2 ............ 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 H H 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) 10 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 40.3 Actuated g/C Ratio 0.11 '0.75 0.61 011 v1c Ratio 1.03 0,52 0.64 131 Control Delay 149.7 10.4 24,0 41,03 Queue Delay 0.0 0,0 0,0 0.0 Total Delay 1493 104 20 4103 LOS F B C F Approach Delay 28.2 24.0 410.3 Approach LOS C C F .......... 0 ", .... ... . . .......... 0" M .. . ... .. . 77: . .. .. ... . ..... . .. . ........ ..... ......... .... . ..... ......... ........ ... ...... ...... ....... ........... .. ... . . .. ... . .. ......... ........ ...... .... .. ..... . ....... .. . ... . . ..... ..... ......... .. ..... ..... ........ .... . .... ..... .. . ..... . ........ .... . ... .......... ........ ........ ... . . ... ..... Area Type: Other Cycle Length: 188 Actuated Cycle Length: 186.8 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum vic Ratio: 1,81 Intersection Signal Delay: 100.2 Intersection LOS: F Intersection Capacity Utilization 154.7% ICU Level of Service Fi Analysis Period (min) 15 Projected year 2023 With Proposed Project Access NW 7Th St. (AM) 6/27/2018 Baseline Synchro 9 Report . ... ... . . . Page 2 record for iterri(s) PZ.8 • IQJZS�18 City Clerk Turning Speed (mph) 15 9 15 9 Number of Detectors = i Large ,Group - EBL EBT WBT WBR SBL SBR Lane Configurations Leading Detector (ft) tt 0 100 y Trailing Detector (ft) Traffic Volume (vph) 150 1282 1044 77 199 319 Future Volume (vph) 150 1282 1044 77 199 319 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 0.95 1,00 1.00 Fn Detector 1 Queue (s) U 0,983 0.0 0,916 Detector 1 Delay (s) Fit Protected 0.950 U 0.0 Detector 2 Position(ft) 0.981 94 Satd,.Flow (prat) 1770 3539 3479 0 1674 0 Fit Permitted 0.950 CI+Ex CI+Ex 0.981 Said. Flow (perm) 1,770 3539 3479 0 1674 0 Right Turn on Red Turn Type Prot NA Yes Prot Yes Said. Flow (RTOR) 12 2 13 Permitted Phases 40 Link Speed (mph) 40 40 12 15 3 Link Distance (ft) 220 223 231 18.0 Travel Time (s) 114.0 3.8 3,8 14.5 Peak Hour Factor 4.75 0.94 0.91 0.54 0.84 012 Adj. Flow (vph) 200 1364 1147 143 237 389 Shared Lane Traffic po) Lane Group Flow (vph) 200 1364 1290 0 626 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 Turning Speed (mph) 15 9 15 9 Number of Detectors = i 2 2 1 Detector Template Left Thru Thru Left Leading Detector (ft) 20 100 100 20 Trailing Detector (ft) 0 0 0 0 Detector I Position(ft) 0 0 '0 0 Detector I Size(ft) 20 6 6 20 Detector I Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) U 0,0 U U Detector 1 Queue (s) U U 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 U 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) U 0.0 Turn Type Prot NA NA Prot Protected Phases 1 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114.0 40.0 Projected year 2023 With Proposed Project Access NW 7Th St. and NW 47 Ave. (AM) 6127/2018 Baseline Synchro 9 Report ............ . Page 1 Submitted into the public record for item(s) PZ.8 on lU 25 18 City Clerk Protected year 2023 With Proposed Project Access NW 7Th St. and NW 47 Ave. (AM) Page 2 Lane Group_ -,# EBL -. - EBT ~ - WBT 4- \10� •/ WBR SBL _ SBR Minimum Split (s) 22.5 120.5 i 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 Ail -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) 0,0 0.0 0.0 Total Last Time (s) 2.5 4.5 4,5 LeadlLag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Wali[ Time (s) 22.0 Flash flan[ Walk (s) 11.0 Pedestrian Calls (#1hr) 0 Act Eft Green (s) 20.5 139.4 114.4 40.0 Actuated g1C Ratio 0,11 0.75 0,61 0,21 vlc Ratio 1.03 0.52 0.50 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 Surnma Area Type: Other Cycle Length: 188 Actuated Cycle Length: 185.4 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v1c Ratio: 1,61 Intersection Signal Delay: 79.4 Intersection LOS: E Intersection Capacity Utilization 154.2°lo- ICU Level of Service H Analysis Period (min) 15 Splits and Phases: 3: 140, 1 002 Projected year 2023 With Proposed Project Access NW 7Th St. and NW 47 Ave, (AM) 612712018 Baseline Synchro 9 Report Page 2 Submitted into the public record for item(s) pz.8 o n I JOZ5J 18 , City Clerk PCE' , 1 .............. -1* --* 41 \*- 4/ Lane Group BL, EBT - WET- WS . R SBL SBR Lane Configurations Vi fit tl� Left y Thru Traffic Volume (vph) 83 1206 1357 65 33 40 Future Volume (vph) 83 1206 1357 65 33 40 Ideal Flow (vphol) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 0,95 1.00 1,00 Frt 0.992 U 0.926 0.0 Fit Protected 0,950 U 0.0 U 0.978 Detector 1 Delay (s) Said. Flow (prot)' 1770 3539 3511 0 1687 0 Fit Permitted 0.950 Detector 2 Size(ft) 6 0.978 Said. Flow (perm) 1770 3539 3511 0 1687 0 Right Turn on Red Detector 2 Extend (s) Yes 0.0 Yes Said. Flow (kTOR) Turn Type Prot 6 NA 29 Protected Phases Link Speed (mph) 12 40 40 Permitted Phases, 15 Link Distance (it) 220 223 12 231 3 Travel Time (s) 18 18 10.5 18,0 Peak Hour Factor 033 0.96 0.89 0.74 035 0.75 Adj. Flow (vph) 114 1256 1525 88 44 53 Shared Lane Traffic Lane Group Flow (vph) 114 1256 1613 0 97 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 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 2 2 1 Detector Template Left Thru Thru Left Leading Detector (it) 20 100 100 20 Trailing Detector (it) 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 Detector 1 Type Cl+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) U 0.0 0.0 U Detector 1 Queue (s) U 0.0 U U Detector 1 Delay (s) U 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 12 2 3 Permitted Phases, Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18,0 114.0 40,0 Projected year 2023 Existing Conditions (PM) 4:00 pm 6/1912018 Baseline Synchro 9 Report Page 1 Pr2jected year 2023 Existing Conditions 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) Act Effct Green Is) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 6IRWWW""""I record for itern(s) P . 8 on 19/L5L18, City Clerk Area Type: Other Cycle Length: 188 Actuated Cycle Length' 187.2 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.75 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 135-8% ICU Level -of Service H - Analysis Period (min) 15 Projected year 2023 Existing Conditions (PM) 4:00 pm 6/1912018 Baseline Synchro 9 Report Page 2 EBL EBT'. R. '.S.BV: SBR. 22.5 120,5 45 23.0 120.5 44,5 122% 64.1% 23,7% 18,5 116,0 40,0 4.0 4.0 4.0 0.5 0,5 0.5 0,0 0,01 0.0 4,5 4,5 4,5 Lead Lag Yes Yes 3,0 10 3.0 None None None 22.0 1&5 138.2 115.2 40.0 0.10 0.74 H20,21 0.65 0.48 0.75 0.25 915 10.7 28.2 44.6 0.0 0.0 H 0.0 99.5 101 28.2 44.6 F a C D 18.1 &2 44.6 B C D Area Type: Other Cycle Length: 188 Actuated Cycle Length' 187.2 Natural Cycle: 190 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.75 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 135-8% ICU Level -of Service H - Analysis Period (min) 15 Projected year 2023 Existing Conditions (PM) 4:00 pm 6/1912018 Baseline Synchro 9 Report Page 2 MEMO Projected year 2,023 With Proposed, Project Access NVV7th-St. �Py) - Page 1 Detector I Extend (s) 0.0 0.0 U 4 - Detector I Queue (s) 0.0 Lane EBLEBT 0.0 WBT WBR. SBL- SBR'.: .:GrouiL Lane Configurations Detector 2 Position(ft) tt tT. 94 y Detector 2 Size(ft) Traffic Volume (vph) 315 1206 1357 250 155 204 Future Volume (vph) 315 1206 1357 250 155 204 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 Permitted Phases 0,973 0.923 Detector Phase Flt Protected 0.950 2 3 Switch Phase 0.979 Said, Flow {prat) 1770 3539 3444 0 1683 0 Fit Permitted 0.950 0.979 Satd, Flow (perm) 1770 3539 3444 0 1683 0 Right Turn on Red Yes Yes Sald. Flow (RTOR) 26 32 Link Speed (mph) 40 40 is Link Distance (ft) 220 223 231 Travel Time (s) 18 3,8 10,5 Peak Hour Factor 0,73 0.97 0.89 034 0,75 0.75 Ad), Flow (vph) 432 1243 1525 338 207 272 Shared Lane Traffic (%) Lane Group Flow (vph) 432 1243 1863 0 479 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 Tom Lane Yes Headway Factor 1,00 1.00 -1.00 1,00 1,00 1,00 Turning Speed (mph) 15 9 16 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 Posibon(ft) 0 0 0 0 Detector I Size(ft) 20 6 6 20 Del clor ta CI+Ex CI+Ex CI+Ex CI+Ex - Detector I Extend (s) 0.0 0.0 U U Detector I Queue (s) 0.0 0.0 0.0 0.0 Detector I Delay (s) 0,0 U 0.0 0,0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot NA NA Prot Protected Phases 1 12 2 3 Permitted Phases Detector Phase 1 12 2 3 Switch Phase Minimum Initial (s) 18.0 114.0 40.0 Projected year 2023 With Proposed Project Access NW7th St, (PM) 6/27/2018 Baseline Synchro 9 Report Page 1 record for itern(s) PZ.8 on IQIZ5 18 L, City Clerk Projected year 2023 With Proposed Project Access NVV7th St. {PM) Page 2 EBL EBT WBT WBR SBL SBR Minimum Split (s) 22.5 120.5 45 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 (s) 2.0 4.0 4,6 All -Red Time (s) 0,5 H 0.5 Lost Time Adjust (s) H 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 (9/hr) - 0 Act Efict Green (s) 20.0 140.5 116.0 40.0 Actuated 9/C Ratio 011 075 0,62 0.21 vic Ratio 2.30 0.47 0,87 1.25 Control Delay 6311* 9,8 34,9 184.0 Queue Delay 0.0 H 0,0 0.0 Total Delay 631,1 9,8 34.9 184.0 LOS F A C F Approach,Delay 110,0 34,9 184,0 ........ . . Approach LOS F C F Area Analysis Period (min) 15" Intersection LOS: F ICU Level of Service H Projected year 2023 With Proposed Project Access NW7th St. (PM) 6/27/2018 Baseline Synchro 9 Report Page 2 EBL EBT- WST. WBR, SSL SBR Traffic Volume (vph) 315 1206 1357 194 109 204 Future Volume (vph) 315 1206 1357 194 109 204 Ideal Flow (vphpI) 1000 1900 1900 1900 1980 1800 Lane 0h[Factor 1.00 0.95 0.95 0.95 1,00 1,00 Frt 0,978 0.912 Fit Pmtected U50 0.983 Said. Flow (1 1770 3539 3461 O 1670 V Fit Permitted U50 0.983 Said. Flow (perm) 1770 3539 3461 0 1670 0 ' Right Turn on Red Yes Yes Said, Flow (RTOR) 19 46 Link Speed (mph) 40 40 15 Link Distance Ift) 220 223 231 Travel Time (s) 18 3,8 10.5 Peak HourFactor 0.73 ON OM 0,74 035, 036 Adj. Flow (vph) 432 1243 1525 262 145 272 Shared Lane Traffic Lane Group Flow (vph) 432 1243 1787 0 417 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Widtli 12 12 12 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Tunning Speed (mph) is 9 15 9 Detector Template Left Thru Thm Left Leading Detector �ft) 20 100 100 20 Detector 1 Size(ft) 20 6 6 20 Detector 1Channel Detector 1Extend is) 8O 0.0 0.0 &O Detector 1Queue kV &O 0,0 0.0 0.0 Detector 1Delay kQ OD 0D U U Detector 2PumUon(ft) 94 94 Detector 2S|ze(ft) . S 8 Detector 2Type Cl+Ex O+Ex Detector 2Channel Detector 2Extend Is) 0,0 0,0 Turn Type' Pmt NA NA Pmt . Protected Phases 1 12 2 3 Permitted Phases Detector Phase 1 12 2 3 8witchPhase Minimum Initial (s) 1&0 114�O 4U Projected year 2D23With Proposed Project Access WW7th St. and NVV42Ave. (PM) 6/27/2018 Baseline GynchmBReport Page �0�N Submitted into the public record for item(s) PZ.8 on 10/25 18, City Clerk Projected year 2023 With Proposed Project Access IVW?tn 6t, and NVV 41 Ave. l'M Hage 2 l __10� A 4/ 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 jsj 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 jsj 11.0 Pedestrian Calls (0r) 0 Act Effct Green (s) 20.0 140.1 115.6 40.0 Actuated 91C Ratio 0.11 0.75 0.62 0.21 v1c 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 LOS: F Intersection Capacity Utilization 156.6% ICU Level of Service H Analysis Period (min)15 and Phases: 3: Projected year 2023 With Proposed Project Access NW7th SL and NW 42 Ave. (PM) 6127/2018 Baseline 5ynchro 9 Report Page 2