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HomeMy WebLinkAboutItem #01 Second Reading of Ordinance for Arbours at Crown Point PUD (Planned Unit Development) - Substantial Amendment to the Approved PUD Land Use Plan ocoee florida AGENDA ITEM COVER SHEET Meeting Date: March 15, 2016 Item # Reviewed By: 1 � Contact Name: Michael Rumer Department Director: `/ Contact Number: Ext. 1018 City Manager: Subject: Arbours at Crown Point PUD (Planned Unit Development) Substantial Amendment to the Approved PUD Land Use Plan Project No(s): RZ-15-12-10 Commission District#1 (John Grogan) Background Summary: The subject property is located on the north side of West Road and west of SR 429. It is approximately 28.1 acres in size, and Parcel A is currently under site development for 240 multi-family dwelling units (Arbours Apartments). The subject property is located adjacent to the West Orange Trail on the east with a 73 foot power line easement located along the eastern property line. Pedestrian access to the West Orange Trail is being provided on the northern property line with a vehicular crossing located on the eastern property line. The proposed CSUSA Charter School is located on Parcel B of the Arbours at Crown Point PUD. Within the PUD, Parcel B was reserved for 97,000 sq. ft. of commercial use. The subject site is vacant and contains 10.6 acres. The current zoning designation on the property is PUD. The existing land use designation for the property is "Light Industrial". The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels. Direction Future Land Use Zoning Classification Existing Land Use North Public Facility A-1 (Agriculture) Reclaimed Water Facility (Winter Garden) East Low Density Residential A-1 (Agriculture) Vacant Parcel (Unincorporated Orange County) South ROW N/A West Road West Commercial/Industrial PUD Commercial Vacant Parcel DISCUSSION: The proposed CSUSA Charter School consists of a two story 68,000 sq. ft. K-8th grade charter school. The campus will consist of a single school building with associated recreational field and tot lot. The recreation field will not be lighted. Stormwater retention will be located on the property. Access to the site will be provided via two (2) access points. The full entrance and exit will be located on West Road. The access will be a right-in /right-out. A secondary access will be provided on Fountain West Boulevard. The access is intended to be an exit only during drop-off/pick-up times and can operate as a full access during non peak hours. An amended traffic impact analysis was submitted based on comments from the Planning and Zoning Commission meeting and a meeting with Orange County Traffic Engineering. The amended traffic impact analysis concludes that the proposed modification to the school access will not trigger intersection operation along West Road to fall below adopted level of service (LOS) standards. Additionally, the school has been shown to have ample capacity onsite to avoid school trips spilling into the travel lanes of West Road based on the access and operational assumptions provided. Based on the analysis herein, Leftwich Consulting Engineers, Inc. recommends approval of the Ocoee Charter School without the need for off-site mitigation. As a result of the revised traffic circulation due to the additional access point at Fountain West Boulevard, the Applicant (and owner of the school site land known as Parcel 2 in the approved PUD agreement) is proposing conditions to monitor the intersection at West Road & Fountain West Boulevard by way of signal warrant at key milestones ahead of full enrollment. Specifically, the Applicant proposes to perform a signal warrant analysis for the West Road/Fountain West Boulevard intersection at the following intervals: (1) within six (6) months of issuance of certificate of occupancy for Parcel 2 Property; and (2) within six (6) months of issuance of certificate of occupancy for the Parcel 1 Property; and (3) within six (6) months of the Parcel 2 Property reaching eighty percent (80%) enrollment. All costs associated with the signal warrant analysis shall be paid by the Parcel 2 Property Owner. The total traffic generated under the amended development plan is 3,433 trips and does not exceed the maximum trips allowed in the PUD (5,161). The Arbours at Crown Point PUD multi-family development will generate a student population of: Elementary - 33 students (Clarcona Elementary School) Middle - 14 students (Ocoee Middle School) High - 16 students (Ocoee High School) The current student enrollment (as of Feb. 1, 2016) for the existing area schools providing education for children in grades K-8th grade is as follows: Citrus Elementary— 608 with a capacity of 683 Clarcona Elementary— 1,037 with a capacity of 809 Spring Lake Elementary - 646 with a capacity of 572 Ocoee Middle School - 1424 with a capacity of 1305 Kids Community College K-8 Charter School—229 with a capacity of 350 The following properties are designated for future schools, but are not contained in Orange County Public Schools Five (5) Year Capital Improvement Plan: Elementary School at Arden Park Elementary School at Ocoee Crown Point Middle School at Ingram Road Additional Information: The applicant requested the following information be included in the staff report. The information was not used by City of Ocoee staff including the Development Review Committee in rendering a recommendation. The Applicant is offering to pay the amount of$200,000 as a payment in lieu of taxes representing five (5) years ad valorem tax revenue the City would receive from a commercial use. The payment will be made in a lump sum at the time of building permit issuance. Also, the Applicant is offering to pay the amount of $128,150 as payment for Police and Fire impact fees, as well as other permit review and issuance fees. Water and Sewer services are provided by Orange County; therefore, those impact fees are payable to Orange County and included in the calculation. 2 Issue: Should the Honorable Mayor and City Commission approve an ordinance for a Substantial Amendment to the Arbours at Crown Point PUD and the PUD Land Use Plan for Charter School USA (CSUSA), a 1,145 student K- 8th grade charter school? Development Review Recommendation: The Development Review Committee (DRC) met on February 1, 2016, and reviewed the proposed amendment to the PUD. Discussion related to traffic impacts due to U-Turns and drop-off/pickup stacking of cars. The DRC expressed concern with the need for U-Turns on West Road at Ocoee Apopka Road. The DRC voted to confirm the determination of a Substantial Change to the PUD and PUD Land Use Plan. After further deliberations, the DRC voted unanimously to recommend approval of the use for a 1,145 student K-8 Charter School in the Arbours at Crown Point PUD and PUD Land Use Plan subject to the resolution of the exit points of the property and receiving Orange County Traffic Engineering approval of proposed improvements to West Road for U- Turns. Planning and Zoning Commission Recommendation: The Planning and Zoning Commission reviewed the proposed PUD rezoning and amendment to the PUD Land Use plan on February 9, 2016. City Staff presented a brief summary and overview of the requested 1,145 student charter school. Discussion ensued about access into the site, improvements to West Road at Ocoee Apopka Road for U-turns, and existing traffic. The main issue of discussion was the traffic study which was provided by the applicant and reviewed by the City. The Planning and Zoning Commission did not make a recommendation in support or opposition. A motion was made and voted on to not provide a recommendation to the City Commission. The Planning and Zoning Commission also requested the City Commission be made aware they feel the traffic generated by the charter school and the amount of U-Turns is unsafe. Staff Recommendation: Staff supports the Substantial Amendment to the Arbours at Crown Point PUD based on the amended traffic impact analysis which addresses the comments from the Planning and Zoning Commission and recommendation from the Development Review Committee. Therefore, staff recommends the City Commission adopt an ordinance for a Substantial Amendment to the Arbours at Crown Point PUD and the PUD Land Use Plan for Charter School USA (CSUSA), a 1,145 student K-8th grade charter school. Attachments: Location Map; Aerial Map Ordinance Amended PUD Land Use Plan for Arbours at Crown Point PUD Orange County Approval of Revised Access Points Revised Traffic Supplement Revised Site Plan Sheet Financial Impact: None 3 Type of Item: (please mark with an "x') X Public Hearing For Clerk's Deot Use: Ordinance First Reading Consent Agenda X Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by 0 N/A 4 From: Hatem.Abou-Senna @ocfl.net [mailto:Hatem.Abou-Senna @ocfl.net] Sent:Tuesday, March 08, 2016 12:00 PM To: imt @Ice-fl.com; Mirna.Barq @ocfl.net; Renzo.Nastasi @ocfl.net Cc:todd.lucas @summitcmgroup.com;Jay.Jackson @kimlev-horn.com; Allison.Turnbull @hklaw.com; fih @Lce-Fl.com Subject: RE: Ocoee Charter Discussion Thank you James for your responses.The County supports the proposed access at the intersection of West Road & Fountains West Blvd and supports the monitoring of the intersection for potential warranting of a traffic signal by the opening year as well as key milestones as the project moves forward. Thank you, ***************************************************** Hatem A. Abou-Senna, PhD., P.E. Assistant Project Manager Orange County Transportation Planning Division Community, Environmental & Development Services Dept. (CEDS) 4200 S. John Young Parkway Orlando,FL-32839 Ph: 407-836-8023 Email: Hatem.Abou-Senna @ocfl.net ***************************************************** Ocoee Charter School Orange County, Florida TECHNICAL MEMORANDUM SUPPLEMENTAL ANALYSIS TO DECEMBER 23, 2015 TRAFFIC IMPACT ANALYSIS FOR FOUNTAINS WEST ACCESS Prepared by: Leftwich Consulting Engineers,Inc. 12151 Science Drive, Suite 101 Orlando, Florida 32826 February 26,2016 1.0 INTRODUCTION Ocoee Charter School (SCH220) is a proposed K-8 facility which would serve 1,145 students at build-out and is scheduled to open in 2016. The school would be located north of West Road, between Ocoee Apopka Road and State Road 429 in Orange County Florida. A Traffic Impact Analysis (TIA), dated December 23, 2015, was previously submitted to the City of Ocoee to forecast build-out traffic impacts based on the site plan under review at the time. This previous site plan provided exclusive non-emergency access to the site from West Road. Recently, the Applicant has resubmitted with a revised site plan which proposes access from West Road and, additionally, from Fountains West Boulevard as shown in Figure 1. This technical memorandum is intended to supplement the previous TIA to update the traffic operations forecast at intersections along West Road to be impacted by the additional access at Fountains West Boulevard. Ocoee Charter School Tech Memo Fountains West Access Supplemental Analysis Leftwich Consulting Engineers,Inc. 1 February 26, 2016 Legend , ,,,,, •,,S I O Project Access Point 4 r i Ii ,.j ,• ,,,,,,,Ili ' ir ,-_r T..� n rTNENiCE_7 Fe xCOMIRLLTa ` / r f I I Ii Y f �j P+R>;E_i _ i I'� ■ I ' _�' -- 2-Ib'I':Ik1(rah COME?-414.1W-11 4'USE F.) `�. ,1 t; lie 3,1012. .151C; t f �� STC _ P-tie � ��It I + . m 1., ,. .., __...,,----- ..- , ,-" ,,.,,,o,,,,,,..;_ .._ , ,, I i 1 1 ii._\ '""\j— y e r .. Y -, _; \ # y. s f I . ti 1 s -- /$``� / • { Vim � �a ..E - ,x Figure: Project Access Map h ikal 1 e -' �t� s�ht ' ``:Ip4 Ocoee Charter School NTS 2.0 UPDATED BUILD-OUT INTERSECTION ANALYSIS An updated intersection level of service (LOS) analysis was performed in order to determine build-out operating conditions for intersections along West Road to be affected by the access plan change. Specifically, build-out project volumes at the following intersections were reassigned and reanalyzed for build-out operational conditions: • West Road&Project Access Road • West Road&Fountains West Boulevard • West Road&Ocoee-Apopka Road Reassignment of project trips involved moving a portion of trips that were previously assigned to the West Road access to the Fountains West Blvd access and carrying forward the assignment to affected intersections along West Road. No changes were made to project distribution outside of the influence area of the access update (model distribution and link analysis provided in the original TIA unchanged). Updated build-out turning movement volumes at the three (3) intersections were developed by summing the background turning movement volumes reported in the original TIA to the new project trip assignment. Additionally, intersection volumes for the multi-family portion of the Arbours at Crown Point PD were added to the background condition as reported in the June 2013 TIA (revised July 2013) provided by City staff(see excerpts in Appendix A). Figure 2 and Figure 3 show the updated turning movement volumes (AM peak hour and PM peak hour, respectively) on the West Road intersections as a result of the added access at Fountains West Blvd. • Tables 1 provides the intersection LOS analysis summary for the updated build-out AM peak and PM peak hour conditions, respectively. Turning movement worksheets in Appendix B provide derivation of the updated turning movement volumes the AM peak and PM peak hour. Highway Capacity Software (HCS+, v5.5), which analyzes intersection data per Highway Capacity Manual 2010 procedures, was utilized to determine the LOS at each intersection. Existing turning movement counts are provided in the original TIA. All intersections along West Road are projected to operate at acceptable LOS at build-out with the additional access at Fountains West Blvd. Ocoee Charter School Tech Memo Fountains West Access Supplemental Analysis Leftwich Consulting Engineers,Inc. 3 February 26, 2016 0.■ 'E \\\ 1 \ .,. E d E E " \ ■ ,„,, __'"'") \ ••••_.__,..ee-4 .h Q Y 1– y Y a) Y �2 .... — _ 0 111 �, C a) u d v E 2 E En ai a,FE 1 a,� aa � a � L2 aY2 o- o o a�o o �y N Q� as <Q QQ1-> <0'312> (7 _- -1,'. �. 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CCI IIMI J / / h x+ e a /g L N N 0 D CU IC '';'4 , ,n co f 58 * U. i- �—323 �' i - "`0+', +' I . 98 a) r a he CIO ` ,. ; tit i`,6- 'iR=.„� ! y /�� tt1,�44:,"1",,`.,`■T?.4 194—k Q� a) �` �.. 606 I 0_ 0 - - 4' 1), w I t coLoo v pjiaoa .4..* ' eaa°.o �� t 0— 0 .f / f/ F. , `.,. . '' ,, '-'""-, . -- .-.. --...,j / ' ' ",, , , rill , Ale . 1 s, I - -.-----, , . • _ _ . 4.„) ,, 4, s'..,...,..,,, „1 t?._ '. -,...,.: , . -", / k WI/ Table 1: Future(2016)AM Peak Intersection LOS Analysis Build-out Build-out Level of Service Level of Service Control AM Peak-hour PM Peak-hour Intersection Type Approach (overall delay) (overall delay) EB B A West Rd WB - - & Two-Way NB - - Project Access Rd Stop SB B - Overall EB A A West Rd WB - - & Two-Way NB - - Fountains West Blvd Stop SB E (35.2 s/veh) B Overall - - EB C C West Rd WB C C & Signal NB C C Ocoee-Apopka Rd SB C D Overall C (32.8 s/veh) D (34.5 s/veh) Source:HCS+,version 5.5. Ocoee Charter School Tech Memo Fountains West Access Supplemental Analysis Leftwich Consulting Engineers, Inc. 6 February 26, 2016 3.0 UPDATED QUEUING ANALYSIS A queueing analysis was performed in the original TIA to show enough storage was being provided onsite to avoid a backup of traffic into West Road. With the new site design to accommodate exits at Fountains West Blvd, an updated queuing analysis was performed using the same "worse case" conditions requested by the City's consultant (as described in the original TIA). Table 2 provides a summary of the updated queuing analysis for AM peak and PM peak (generator) hours. HCS output for the site access at Fountains West Blvd is provided in Appendix D. Table 2: Updated Queueing Analysis Summary AM Peak PM Peak Variables Generator Data Data # Students 1,145 1,145 Average Vehicle Occupancy(stu/veh) 1.5 1.5 Factor for Afterschool Programs(per ITE ratio) 1.0 0.7 Peak Hour Trips In(veh/hr) 763.3 508.9 Peak Hour Trips Out(veh/hr) 763.3 508.9 Peak Hour Trips Total(veh/hr) 1526.6 1017.8 %of Period Initial Stacking 25% 50% Initial Stacking(veh) 190.8 254.5 Stacking required at the access per HCS (veh) 19.01 8.08 Total Stacking required per period(veh) 209.81 262.58 Stacking Available(veh) >266 >266 Queue contained onsite? yes yes Ocoee Charter School Tech Memo Fountains West Access Supplemental Analysis Leftwich Consulting Engineers,Inc. 7 February 26, 2016 4.0 CONCLUSIONS This Technical Memorandum is intended to supplement the original TIA (dated December 23, 2015) submitted to City of Ocoee for use in review of the proposed Ocoee Charter School. The additional analysis was necessary to determine the transportation impact of providing a second access for the project at Fountains West Blvd. Specifically,the addition of the second access(and onsite traffic flow patterns) required updated build-out analysis of intersections along West Road and an update to the queuing analysis at peak pick-up and drop-off times. The summary of the supplemental analysis herein concludes that the proposed modification to the school access will not trigger intersection operation along West Road to fall below adopted level of service (LOS) standards. Additionally, the school has been shown to have ample capacity onsite to avoid school trips spilling into the travel lanes of West Road based on the access and operational assumptions provided. Based on the analysis herein, Leftwich Consulting Engineers, Inc. recommends approval of the Ocoee Charter School without the need for off-site mitigation. Ocoee Charter School Tech Memo Fountains West Access Supplemental Analysis Leftwich Consulting Engineers,Inc. 8 February 26, 2016 Appendix A—Arbours at Crown Point PD excerpt (to account for apartment trips) B —Intersection Worksheets C — HCS Output D — Queuing Analysis HCS Output Appendix A—Arbours at Crown Point PD excerpt (to account for apartment trips) Traffic Impact Study Arbours at Crown Point PD West Road Ocoee, Florida Submitted to City of Ocoee Planning Department Ocoee, Florida Prepared for Arbour Valley Development, LLC 3521 N. 53Avenue Hollywood, Florida 33021 Prepared by VHB/V anasse Hangen Brustl i n, Inc. Landmark Center Two 225 E. Robinson Street, Suite 300 Orlando, Florida 32801 Certificate of Authorization No. 3932 June 2013 Revised July 2013 ;Mt Varcasse Ilangeaz rustlirr,ltcc. Table 3 Stmmary of Background Growth Rates Growth Rate Historical Counts Vested Used in SEGMENT FROM TO 2010-2012 CMS Trips Study aarcona Ocoee Rd Fullers Cross Rd. West Rd. 45% 20% 20% aarcona-Ocoee Rd. West Rd. Ingram Rd. 55% 13% 13% aarcona-Ocoee Rd. Ingram Rd Clarke Rd. 161% 5% 5% Fullers Cross Rd. Ocoee-Apopka Rd. Clarcona-Ocoee Rd. 0% 23% 23% Ocoee-Apopka Rd. Demastus Ln Fullers Cross Rd. 0% 21% 21% Ocoee-Apopka Rd. Fullers Cross Rd. West Rd. 0% 18% 18% Ocoee-Apopka Rd. West Rd. McCormick Rd. 0% 20% 20% West Rd Ocoee-Apopka Rd. Clarcona-Ocoee Rd. 30% 0% 25% Sources:Oty of Ocoee CMS;VI-E Trip Generation Table 4 su mmarizes the tri p generation for the proposed development. For each land use, the daily and peak hour trips are calculated based on equations in the Institute of Transportation Engineers' Trip Generation, 9th Edition. As shown in the table,the Arbours at Crown Point PD is expected to generate 5,161 new daily trips,212 new AM peak hour trips,and 492 new PM peak hour trips. Table 4 Project Trip Generation ITE Land Use Land Use Description Size Daily AM Peak Trips PM Peak Trips Code Trips Total Enter Exit Total Enter Exit 220 Apartments 192 1,287 98 20 78 123 80 43 (DU's) 820 Shopping Center 106,000 7,053 162 100 62 661 324 337 (Sq. Ft.) Retail Pass-by-Traffic(34% per ITE) -2,083 -48 -30 -18 -197 -97 -100 Internal Traffic(13.14%daily, 12.14% PM peak) -1,096 0 0 0 -95 -49 -46 Total New External Trips I 5,161 I 212 I 90 I 122 I 492 I 258 I 234 Sources:ITE Trip Generation d Edition;ITE Trip Generation Hand xx k Retail pass-by redudion of 34%applies to edema'trips only. • Internal Capture nce the proposed development consists of multiple land uses, it is expected that some tripswill remain internal to the site and travel between the residential and retail land uses. These tripswill not use the surrounding street network. The share of internal trips was estimated using ITE Trip Generation Handbook rates. Based on these standards,internal capture rates of 13.14%for daily conditions and 12.14%for PM peak conditions were calculated. Since ITE does not provide internal capture guidance for AM peak conditions, no internal capture was assumed for this period as a conservative approach. \\flordata\projects161796.00 Arbour- 8 Existing Conditions Ocoee Parcels\tech\Traffic Study\ReportWbours TIA 7-22- 13.docx r __.� r...i+... + 4 f ' ; '''.* . ' j, \ 1 i MEGORMICK.RD .-1-,,i.,, • 4„, ,- 1 , „ ----, . 4 i:,,,, • irrf ` P X11 ~ •; 4 „' t..,-,,., _ - : 12.1 /o _ ;, i A Lj li...i. . . , , z ' + 1.,'lahr . :1.■;11 I. - .. t 1 t - '2 36.5% ,..,. 5.0% t,, f � .--WEST�RD 1 .w , - 'w - i ' 63.5%' . C ti' -e'llitit 6. 31.2% 26.3% CLARCONA-OCOEE� 1',, ti �, \ � * • 0% 1 10% 7`7% Q33CD 1 _J B 10 7% / 9.1% B:.- 1 @Imo. ' , , -- t =W . 11 : � �- ,. $ � WURSTROAD:i Rt.: -k1.'m -,, , 2{ ` .. Y• Legend b ' - ,. ! - �. ,, Si I,_ , , ` Project Site I. ?` wi .;;--" ..•... 1-mile Radius I st • �r-.� 1 I .ogo Analysis Roadway Segments• # j . . 1 . Analysis Intersections ARBOURS AT CROWN POINT TRAFFIC IMPACT ANALYSIS FIGURE 6711{ Vanasse Hangen Brustlin,Inc. Traffic Distribution 2 Ocoee, Florida N O, � II II 0Ea- T- + ,- 0 u, CR 00 0 CO so .I ° ,T ± 0+(33)+[19]=52- 0+(57)+[11]=68 0 o t o r 485+(0)+[-19]=466 348+(0)+[-111=337 + °+ o �:+ c0 1vArt r - c 14-!!- 250+(65)+[-14]=301--0 334+(50)+[0]=387 76+(17)+[-41=91 260+(24)+[-51=279 174+(0)+[0]=174 89+(0)+[01=89._ 4 -244+(7)+[-1]=250 246+(5)+[0]=251—0 r46+(27)+[-6]=67 215+(0)+[0]=215 =0-11+(01+[0]=11 41 t r 30+(8)+[-2]=36 38+(0)+[0]=38 234+(58)+[-121=279—♦f (�� 454+(37)+[0]=491 n^, c.4...0o �. ° Oo + + II 0o —0 —0 HMO ±o + + -T.-a v' o , N a r IFII M i/1 M M 0, N + II v v' v' or n L r_.4.—21443 1++((02)8+)+[0[0]=r r + =423 69_ oa o + c m 11399 9++4144))++[[--39=21530 3 j 267+(7)+[-2]=274 4.......11+(0)+[0]=11 ir 152+(0)+[0]=152--► 4..-156+(0)+[0]=156 m °D 10+(0)+[0]-10 47+(0)+[0]=47 141+(0)+[0]=141—+ N N II II 51+(0)+[0]=51 r 0 41 t r 0a M 0 N II N II II N O II , II N } O { 1.+ 0 O M - V d p b M r t N N gug tt1 XX + (XX) + [XX] = XX 2014 Project Pass- Total Background Traffic By ARBOURS AT OCOEE TRAFFIC IMPACT ANALYSIS FIGURE {11K Vanasse Hangen Brustlin,Inc 2014 Build Condition (with project) Weekday AM Peak Hour Traffic Volumes 3a N N N .r- , N a In t t O a 'II O O N M 11 er 0 II o E. I* F + + 0 O 11 M t ° ' 0+(94)+[62)=156 0+(164)+[35]=199 ± o 0 ° + + 446+(0)+[-35]=411 7 + o + a D 276+(0)+[-62]=214 M. Cr m O, t CO 146+(40)+[-12]=175 229+(154)+[-45]=338—0. f-418+(151)+[0]=569 mr 41+(0)+[0]=41..._f ♦-153+(18)+[-5]=166 95+(58)+[-17]=136 124+(0)+[0]=124 101+(13)+[0]=114—■ 120+(0)+[0]=120 x 110+(64)+[-19]=15 , 41 t �C -14+(0)=[0]=14 19+(17)+[-5]=31- t—33+(0)+[0]=33 N tD C0 2484(137)+[-40]=345 M n '' ���E,2 "' 316+(106)+[0]=422 II• II O O O + 1 r t + o o o 4 R II° v+ � N is CO N_C II Mb N �0.. O ± O O '4,. v ° O `+ rn U, N r N O P co M N II 1 o r + + a (.,, r.4 en '7+. c rn 229+(104)+[-30]=303—* 4—•184+(80)+[0]=264 up a + + : 178+(33)+[-10]=201 183+(0)+[O]=183 N M a O M 291+(20)+[0]=311 t.-13+(0)+[0]=13 'I o ez 136+(0)=[0]=136-1 .4.-148+(0)+[0]=148 r 1 n n 27+(0)+[0]=27 f-56+(0)=[0]=56 134+(0)+[0]=134 o 0 47+(0)+10]=47-4 + + 41 1 r 1 t N O t t a r N V II R r O O o + N' f N 'µ T T V1 + XX + (XX) + [XX] = XX 2014 Project Pass- Total Background Traffic By ARBOURS AT CROWN POINT TRAFFIC IMPACT ANALYSIS FIGURE liar Vanasse Hangen Brustiin,Inc. 2014 Build Condition (with project) 3b Weekday PM Peak Hour Traffic Volumes Appendix B —Intersection Volume Worksheets Ocoee Charter School 2015 Existing Turning Movement Volumes o Project Access Rd O a 0 WS Roadway: Project Access Rd C11111 EIW Roadway: West Rd West Rd .J 1 ` Date Taken: 12/9/15 AM 263 0 , N L 0 263 784 ®~ W 0 E 4■ 784 521 0 , S 4- 0 521 1 I r West Rd O n0 0 O 0 V O Project Access Rd 2016 Background O Project Assess Rd O a' 0 D 0 0 West Rd J I 4 269 13I, N L O 269 601 n ®~ W 0 E ■■ 1:1,f> 801 532 1:11 S r 0 532 1 I r West Rd •fl o O .a il 0 O Project Access Rd Apartment Trips Future Total 2016 with Apartment Trips #####="D"from Trip Gen n 0 Project Access Rd n{0 Project Access Rd 0 ', 0 t 0 0 0 �S ll 0 West Rd 0 0 0 II 0 0 -13 I .1 1 4 - * 1 -13 West Rd J I 4 O 0 J N L 0 0 282 0 j N L III 282 0 50 4 W 0 E ∎ 13 0 864 2 0- W 0 E 864 O 0 , s 4- o 0 562 I, s r 0 582 -50 I * 1 1 r I -50 1 I r West Rd 0 0 0 West Rd 11.111 0 'I o a4 0 * I o 0 V o * =Project Peak Direc50n 0 0 Project Trips Future Total 2016 055 ="D"from Top Gen 1031 Project Access Rd 637 Project Access Rd Project Trips 394 464 .fi 567 "' I 0 7D Il4 567 IN= 567 West Rd 70 0 0 70 0 0 OUT= 464 77 7 .1 1 4 * 0 West Rd a 1 4 147 179 J N L 388 388 352 12,,# N L 112 670 PD # 326 317 ■..e W 0 E 0 705 1430 12■e W 0 E 4■ Crir 1569 N= 10000%1031 179 0 , S r 0 317 1078 E, S 4- fl 899 E= 68.42% 705 -317 1 I r 1 0 1 I r West Rd Sc 0 0% 0 i 0 0 0 West Rd n in W= 3188% 326 0 . 0 VVV il 0 * 0 0 4 0 * =Project Peek Direction 0 VV 0 Ocoee Charter School 2015 Existing Turning Movement Volumes 0 Project Access Rd u .04 u N/S Roadway: Project Access Rd ICIEME E/W Roadway: West Rd West Rd J 1 Date Taken: 1219/15 PM 407 9 , N L 0 407 774 —4 W n E e■ 407 = 774 367 C S r 367 1 t r West Rd O 0 0 n Ilfi n O Project Access Rd 2016 Background n Project Access Rd O �2' o O 0 0 West Rd 4) 1 L. 416 1111—, N L II 416 • 791 ®■e W II 1 ®=> 791 375 0 ' S r a 375 1 1 r West Rd O 0 0 u �1 u O Project Access Rd Apartment Trips Future Total 2016 with Apartment Trips eeuee "0"rrom Trip Grn 0 Project Access Rd 0 Project Access Rd n '^ a .o.II 0 n o a 0 West Rd 0 0 0 ® 0 0 . 52 * .I) 1 4 7 -52 West Rd I b O 0 1 N L 0 0 468 li, N L a 469 0 b 27 w 55 0 4∎ 52 b 0 870 b w F 4■ b 970 O o Z s r o 0 402 Z S r 0 402 27 1 1 r _1'i .o7 1 1 r west Rd n n n West Rd ®11111111 u ll l * u Ilu 0 u u .111.i.111.i u * I=Pro,ec,Peak Dhecaon 0 0 1 Project Trips Future Total 2016 0.57 ="0"from Trip Gen 216 Project Access Rd 93 Project Access Rd Project Trips 123 123 �ff 93 --,II, II 0 ,7fi 63 M= 93 West Rd 0 0 0 11111111111 (AT= 123 4s, 1 4 n West Rd 4) 1 4 33 39 29 J N L 64 64 468 ®U. N L m 532 PO 4 68 b 84 w I, 6 4■ 0 148 393 b Clhe w F 4■ gig, 1018 N= too80% 216 29 0 ♦ S r 0 84 515 0 ' * r a 486 E= se.42% 148 -84 I 1 1 r * II 1 1 r West Rd s= 300% 0 0 0 0 West Rd EIE w= 31.08% 68 0 * 0 tfi 0 0 0 u'0' 0 * =Pre;err Pray Ilterrsm n n Ocoee Charter School 2015 Existing Turning Movement Volumes o Fountains W Blvd 0 V3 N/S Roadway: Fountains W Blvd U 0 ENV Roadway: West Rd West Rd J I 1. Dale Taken: 12/9/15 am 263 0 J N L 0 263 184 ®~ W (. E aew 191 521 0 , S ` 0 521 1 I r West Pd 0 0 0 0 Fountains W Blvd New Background V Wm.is based m Traffic Cauca a 5R 429 SB Ramps&Wan R 2016 Background Fountains W Blvd ° �lU• 0 0 ° West Rd J I 269 o J N L 0 801 ■i• W 0 L r ®'g„ 801 532 0 ' S r 0 532 1 I r west 341 0 0 0 n Fountains W Blvd Na.:Background Volume b bed on Traffic Coum at SR 429 SB Ramp.&Wed P Apartment Trips 2016 Background with Apartment 98 Fountains W Blvd 913 Fountaba W Blvd 1x V1 20 TB �fi 20 0 0 50 0 0 50 West Rd J I I. Wes/Rd J I 28 0J N L 0 13 291 , N L 0 282 35 0 — W 0 E — 0 63 836 ®^ W 0 E r 1:1� 864 7 0 S r 0 50 530 0 S ` 0 582 1 I r West Rd 1 I r West Rd 000 00 ° 0 Fountains w Blvd 0 Fountains W Blvd NA.:Apr..Trip is bad an VHB Arbours at Crown Print PD Traffic Impact Story Charter School Project Trips Future Total 2016 0.17 'm fours TO Gen 210 Fountain W179841 132 Fountains W Blvd ° 'I' 394 tp 0 - 0 472 u0' 20 Wm Rd ®0® ° © J L • ° Wet Rd J I bk 217 0 J N L 0 20 514 , N L 0 332 68 CI^ W 11 F Ob 148 1:1112 ®F. W 0 E 4■ 14311 249 0 5 r 0 490 >al 0 ' 5 4 0 1018 r © ° 1 I r West Rd 0 0 0 west Rd 0 0 0 ° ° 'a 0 . a o Jl� o * I=pryer Peak D'emrkm 0 0 • Ocoee Charter School zhts Existing Turning Movement Volumes o Fountains W Blvd 0 tp a N/S Roadway: Fountains W Blvd 0 ENV Roadway: West Rd West Rd J I Dale Taken: 12/9/15 PM 407 0 J N L 0 407 774<Maw* W n E 4. 407 774 007 0 5 ` 0 367 1 r West Rd O 0 0 Ilp 0 Fountains W Wve Ma.:Backgmend Volume k based m Tr.mc Causes at SR 429 SB Ramp.&Wax R 2016 Background u Fountains W Blve O 0 10 Waal Rd J I L 416 0 J N L 0 416 701 W ®b T!1 375 0 , 5 r 0 375 1 I r West Rd O 0 0 n Fountains W Blvd Now Background Volume is band on TStk Couar S SR 429 SB Ramp.&W.R Apartment Trips 2016 Background with Apartment 3 Fountains W Blvd Fountains W Blvd 0 Li 3 3 �ll an mom m 0 m West Rd J I L. West Rd J I L 1 b 28 J 5' L ® 52 432 QJ N L ®468 99 �~ N' 0 E .� 19 835 ®^ W I. E sea e8 0 ' S ` 0 07 400 0 5 r 0 400 1 I r Wen Rd 1 I r West Rd 0 _O 0 f1 0 f1 O II p 0 0 Ilp 0 0 Fountains W Bad 0 Fountains W Blvd Ma.:Apartment Trips is bawd en VNB Arbours at Cram Paint PD Traffic Impact Study Charter School Project Trips Future Total 2016 017 'm Fein Trip(:rn 215 Fountain W Bad 244 Fountains W Blvd 0 * 123,p 0 0 166.gt 80 West Rd © a m ® 0 Ell © J j t • 0 West Rd J I L 39 0 J n L 0 0 411 Q J N L 0 468 — 14X 003 ®^ W n E 4 29 0 s r U t13 432 0 —.1t S r D 515 O ■ 1 I r © n I I r West Rd O 0 0 WM Rd 0 0 MI u © o u o ■ o o lip * 'Psyct Pd Dbc0oe 0 0 Ocoee Charter School 2015 Existing Turning Movement Volumes 996 Ocoee Apopka Rd 138 V IIfi 358 NI/5 Roadway: Ooo Apopka Rd ®®C" EAN Roadway: Mot Rd West Rd J J. v Date Taken: 129115 AY 254 J N L ® 249 687 g> ®^ W 0 E ■ ®= 732 433 ®l S r El 483 1 I r West Rd C1111111:11 1 642 II II n 417 1059 Ocoee Apopka Rd 2016 Background 11{17119 Ocoee Apopka Rd V 652 II II 367 ® 1®® Weld Rd J 1 L 261 60 J N L ® 256 794 g CI~ W n 0 4.. 120 750 443 ®"' S r m 494 1 i r W.,<Rd 107 250 70 r1 656 II II 427 1083 Ocoee Apopka Rd Apartment Trips Future Total 2010 with Apartment Trips 14444,rr from Trip Gen f1 0 Ocoee Apopka Rd (11032 Ocoee Apopka Rd es n II p 0 —1 655 II 4 377 West Rd 0 0 3 ® 430 I -' I I. West Rd ,J 1 t. O o J N L 10 0 262 60 J N L m 282 O 0 ■ W 0 E ■ 1 <.= 0 705 CIaaay W 0 E r ®b 783 O 0 S r 15 5 943 CI...t S r CI 501 1 1 r *I 1 I r West Rd 0 f1 0 4 Wcsl Rd 107 f1 250 m L_ 0 II II 0 'k ( 671 II II 431 * =Pryecl Peak Nveclkn 0 _J V11111102 Project Trips Future Total 2016 0.55 'O'from Top Gen (11007 Ocoee Apopka Rd 1(139 Ocoee Apopka Rd Project Trips 0 I 59 48 7 0 714 11 425 IN= 567 West Rd 0 V U 1156 ®VVV IJ®® OUT= 464 0 [T J I Y 7 -70 West Rd J I L. 23 0 J N L 48 III 285 60 J N L ® 463 PR 4 92 29 * W 0 F ^ 23 <=> 247 797 g> ®*. W 0 6 4.■ CI� non N= 10.49% 107 L'_,‘29 0 5 r 110 136 472 11:1.1 5 r 204 637 E. 49.9470.- 247 0 1 i r 0 1 I r West Rd S. 8.5594 88 0 0 98 West Rd 107 250 CI W= 5x94 0 52 -70 I 40 0 (125 48 0 781 lilt 479 * I=Prr;rrt Peak flkenim 118 inn Ocoee Charter School 2015 Existing Turning Movement Volumes 1303 Ocoee Apopka Rd 799 L u 504 N/S Roadway Ocoee Apopka Rd 40 END 1 EM!Roadway: West Rd west Rd J I V Date Taken: 1279/15 PM 405 ®J N ` ® 356 779 U ii_. W 0 E 4a� El= 699 374 13 s r D 343 1 t r West Rd ®® fi n 710 II II 442 1161 ooeee Apopka Rd 2016 Background 1:132 Ocoee Apopka Rd 816 V LI SIG El 605 170 West Rd J I 1. 414 ®+ N m 365 796 <g> IEI~ W 0 E 4■ ®g 716 382 ®", S r Ei 351 1 1 r West Rd 0DN 734 II 1I 452 1186 Ocoee Apopka Rd Apartment Trips Future Total 2016 with Apartment Trips =t'foment Co. U Ocoee Apopka Rd 1349 Ocoee Apopka Rd 'M 0 g4 o 828 JJ4 521 West Rd 0 0 12 Is 605 is - I J l 1. I West Rd J I 1. O n , N ` 5 n 416 ®J N ` © 38n 6 b 0 ■ IN 0 c z b o em ®— W 0 E 4== ®b 759 o o —I s r 8 0 392 100 ' s r ® 379 �* 1 1 r 1 1 r West Rd U -�a 16 West Rd 1:111:111:11 f o II II a * 742 II II 468 * I-Project Peak The.. V aI V11211n Project Trips Future Total 2016 0.57 -10 hem Trip Gm 22 Ocoee Apopka Rd 1372 Ocoee Apopka Rd Pt ject Tops 0 ' 13 �4 10 7 0 841 J4 531 IN= 93 West Rd 0 11 112 111 m I 1� OUT 123 a I J 1 14. I -k3 West Rd J I V 5 0 , N ` 6 22 421 ®J N ` ® 485 PD 4 II L=> 6 W U E S < 52 409 = ®.. W 0 E Cl= 892 N= te.40% 22 6 0 S r 91 29 388 100 '1 S r CI 407 E_ 23 8846 52 0 I * 1 1 r * I 1 1 I r West Rd S. 956% 18 0 II In West Rd DEED W 5.300 11 m81 1 8 11 * 834 TA 479.11 * =Pecgect Peak Direction 18 1313 Appendix C —HCS Output Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information Analyst FJH Intersection Project Access Rd&West Agency/Co. LCE Jurisdiction Date Performed 2/26/16 Analysis Year Buildout 2016 Analysis Time Period AM Peak Hour Project Description Ocoee East/West Street: West North/South Street: Project Access Rd Intersection Orientation: East-West (Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume(veh/h) 179 899 282 388 Peak-Hour Factor, PHF 0.70 0.95 1.00 1.00 0.95 0.70 Hourly Flow Rate, HFR 255 946 0 0 296 554 (veh/h) Percent Heavy Vehicles 2 -- — 0 -- -- Median Type Raised curb RT Channelized 0 _ 0 Lanes 1 2 0 0 _ 2 0 Configuration L T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume(veh/h) 0 70 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.70 1.00 0.70 Hourly Flow Rate, HFR 0 0 0 0 0 100 (veh/h) Percent Heavy Vehicles 0 0 0 2 _ 0 2 Percent Grade(%) 0 0 Flared Approach N N • Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 onfiguration LR Delay,Queue Length,and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (veh/h) 255 100 (m)(veh/h) 784 627 /c 0.33 0.16 s5%queue length 1.42 0.56 ontrol Delay(s/veh) 11.8 11.8 LOS B B pproach Delay(s/veh) -- -- 11.8 pproach LOS -- -- B Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 2/26/2016 6:55 PM file:///C:/Users/JMT/AppData/Local/Temp/u2kA 18D.tmp 2/26/2016 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information Analyst FJH Intersection Project Access Rd&West Agency/Co. LCE Jurisdiction Date Performed 2/26/16 Analysis Year Buildout 2016 Analysis Time Period PM Peak Hour Project Description Ocoee East/West Street: West North/South Street: Project Access Rd Intersection Orientation: East-West (Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume(veh/h) 29 486 468 64 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR 30 511 0 0 492 67 (veh/h) Percent Heavy Vehicles 2 _ -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 0 0 2 0 onfiguration L T T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume(veh/h) 0 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.95 1.00 0.95 Hourly Flow Rate, HFR 0 0 0 0 0 0 (veh/h) Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay,Queue Length,and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (veh/h) 30 0 (m) (veh/h) 1008 /c 0.03 •5%queue length 0.09 ontrol Delay(s/veh) 8.7 LOS A pproach Delay(s/veh) -- -- pproach LOS -- -- Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 2/26/2016 7:46 PM file:///C:/Users/JMT/AppData/Local/Temp/u2kC7B4.tmp 2/26/2016 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information Analyst FJH Intersection West&Fountains West Agency/Co. LCE Jurisdiction Date Performed 2/26/16 Analysis Year Buildout 2016 Analysis Time Period AM Peak Hour Project Description Ocoee East/West Street: West North/South Street: Fountains West Intersection Orientation: East-West (Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume(veh/h) 7 781 339 13 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR 7 822 0 0 356 13 (veh/h) Percent Heavy Vehicles 2 _ -- -- 0 -- -- Median Type Raised curb RT Channelized _ 0 _ 0 Lanes 1 2 0 0 2 1 onfiguration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume(veh/h) 297 175 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.75 1.00 0.75 Hourly Flow Rate, HFR 0 0 0 396 0 233 (veh/h) Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade(%) 0 0 Flared Approach N _ N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay,Queue Length,and Level of Service •pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 7 396 233 (m) (veh/h) 1186 447 864 /c 0.01 0.89 0.27 •5%queue length 0.02 9.41 1.09 ontrol Delay(s/veh) 8.1 49.6 10.7 LOS A E _ B •pproach Delay(s/veh) -- -- 35.2 pproach LOS -- -- E Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 2/26/2016 7:06 PM file:///C:/Users/JMT/AppData/Local/Temp/u2k603A.tmp 2/26/2016 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information Analyst FJH Intersection West&Fountains West Agency/Co. LCE Jurisdiction Date Performed 2/26/16 Analysis Year Buildout 2016 Analysis Time Period PM Peak Hour Project Description Ocoee East/West Street: West (North/South Street: Fountains West Intersection Orientation: East-West Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume(veh/h) 28 404 416 52 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR 29 425 0 0 437 54 (veh/h) - Percent Heavy Vehicles 2 -- — 0 -- -- Median Type Raised curb _ RT Channelized 0 0 Lanes 1 2 0 0 2 1 onfiguration L T T R Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume(veh/h) 111 55 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.95 1.00 0.95 Hourly Flow Rate, HFR 0 0 0 116 0 57 (veh/h) Percent Heavy Vehicles 0 _ 0 0 2 _ 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 onfiguration L R Delay,Queue Length,and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 29 116 57 (m)(veh/h) 1069 468 820 /c 0.03 0.25 0.07 •5%queue length 0.08 0.97 0.22 ontrol Delay(s/veh) 8.5 15.2 9.7 LOS A C A pproach Delay(s/veh) -- -- 13.4 pproach LOS -- -- B Copyright®2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 2/26/2016 7:45 PM file:///C:/Users/JMT/AppData/Local/Temp/u2kD2EA.tmp 2/26/2016 SHORT REPORT General Information Site Information Analyst FJH Intersection West&Aopka Agency or Co. LCE Area Type All other areas Date Performed 12/16/2015 Jurisdiction Time Period AM Peak Hour Analysis Year 2016 Buildout Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 2 1 1 2 1 1 1 1 1 1 0 Lane Group L T R L T R L T R L TR Volume(vph) 60 265 147 134 144 115 107 250 122 250 430 34 %Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed/Actuated(P/A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 15 0 0 11 0 0 12 0 0 3 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N O N N O N N O N N O N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G= 20.0 G= 29.0 G= G= G= 8.0 G= 40.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis(hrs) =0.25 _Cycle Length C= 117.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 63 279 139 141 152 109 113 263 116 263 486 Lane Group Capacity 615 879 392 545 879 392 249 637 541 423 630 v/c Ratio 0.10 0.32 0.35 0.26 0.17 0.28 0.45 0.41 0.21 0.62 0.77 Green Ratio 0.46 0.25 0.25 0.46 0.25 0.25 0.45 0.34 0.34 0.45 0.34 Uniform Delay d1 17.7 35.9 36.3 18.7 34.6 35.5 22.7 29.5 27.3 27.7 34.4 Delay Factor k 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.20 0.32 Incremental Delay d2 0.1 0.2 0.6 0.3 0.1 0.4 1.3 0.4 0.2 2.8 5.9 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 17.7 36.1 36.8 19.0 34.7 35.9 24.0 29.9 27.5 30.5 40.3 Lane Group LOS B D D B C D C C C C D Approach Delay 33.9 29.5 28.0 36.9 Approach LOS C C C D Intersection Delay 32.8 Intersection LOS C Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.5 Generated: 2/26/2016 8:51 PM SHORT REPORT General Information Site Information Analyst FJH Intersection West&Aopka Agency or Co. LCE Area Type All other areas Date Performed 12/16/2015 Jurisdiction Time Period PM Peak Hour Analysis Year 2016 Buildout Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 2 1 1 2 1 1 1 1 1 1 0 Lane Group L T R L T R L T R L TR Volume(vph) 133 155 100 128 282 75 98 323 58 194 606 41 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed/Actuated(P/A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 10 0 0 7 0 0 6 0 0 4 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N O N N O N N O N N O N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G= 15.0 G= 25.0 G= G= G= 8.0 G= 45.0 _G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis(hrs) =0.25 Cycle Length C= 113.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 140 163 95 135 297 72 103 340 55 204 677 Lane Group Capacity 439 785 350 509 785 350 191 742 630 438 736 v/c Ratio 0.32 0.21 0.27 0.27 0.38 0.21 0.54 0.46 0.09 0.47 0.92 Green Ratio 0.40 0.22 0.22 0.40 0.22 0.22 0.51 0.40 0.40 0.51 0.40 Uniform Delay d1 22.6 35.9 36.5 22.2 37.4 35.9 22.7 25.0 21.2 16.5 32.3 Delay Factor k 0.11 0.11 0.11 0.11 0.11 0.11 0.14 0.11 0.11 0.11 0.44 Incremental Delay d2 0.4 0.1 0.4 0.3 0.3 0.3 3.1 0.5 0.1 0.8 16.8 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 23.0 36.0 36.9 22.5 37.7 36.2 25.8 25.5 21.3 17.3 49.1 Lane Group LOS C D D C D D C C C B D Approach Delay 31.7 33.4 25.1 41.7 Approach LOS C C C D Intersection Delay 34.5 Intersection LOS C Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.5 Generated: 2/26/2016 8:54 PM Appendix D — Queuing Analysis HCS Output Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst FJH Intersection Project Access Rd& Agency/Co. LCE Fountains Date Performed 2/26/16 Jurisdiction Analysis Time Period AM Peak Hour-Stacking Analysis Year Buildout 2016 Project Description Ocoee East/West Street: Fountains West 'North/South Street: Project Access Intersection Orientation: East-West Study Period(hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume(veh/h) 20 0 0 0 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR 21 0 0 0 0 0 (veh/h) Percent Heavy Vehicles 2 -- — 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 0 • Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume(veh/h) 595 0 0 78 Peak-Hour Factor, PHF 0.70 1.00 0.95 0.95 1.00 0.95 Hourly Flow Rate, HFR 850 0 0 0 0 82 (veh/h) Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade(%) • 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR LR Delay,Queue Length,and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR LR (veh/h) 21 850 82 C(m) (veh/h) 1623 832 1085 lc 0.01 1.02 0.08 '5%queue length 0.04 19.01 0.24 Control Delay(s/veh) 7.2 59.1 8.6 LOS A F _ A pproach Delay(s/veh) -- -- 59.1 8.6 pproach LOS -- -- F A Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 2/26/2016 8:25 PM file:///C:/Users/JMT/AppData/Local/Temp/u2k19AB.tmp 2/26/2016 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst FJH Intersection Project Access Rd& Agency/Co. LCE Fountains Date Performed 2/26/16 Jurisdiction Analysis Time Period PM Peak Hour-Stacking Analysis Year Buildout 2016 Project Description Ocoee East/West Street: Fountains West 'North/South Street: Project Access Intersection Orientation: East-West Study Period(hrs): 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume(veh/h) 80 0 0 0 Peak-Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR 84 0 0 0 0 0 (veh/h) Percent Heavy Vehicles 2 -- -- 0 -- — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT _ TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume(veh/h) 397 0 0 43 Peak-Hour Factor, PHF 0.70 1.00 0.95 0.95 1.00 0.95 Hourly Flow Rate, HFR 567 0 0 0 0 45 (veh/h) Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 _ 0 0 Configuration LR LR Delay,Queue Length,and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR LR (veh/h) 84 567 _ 45 C(m)(veh/h) 1623 713 _ 1085 /c 0.05 0.80 0.04 •5%queue length 0.16 8.08 0.13 Control Delay(s/veh) 7.3 26.7 8.5 LOS A D A pproach Delay(s/veh) -- -- 26.7 8.5 pproach LOS -- -- D A Copyright©2010 University of Florida,All Rights Reserved HCS+TM Version 5.6 Generated: 2/26/2016 8:31 PM file:///C:/Users/JMT/AppData/Local/Temp/u2kA 1 AE.tmp 2/26/2016 I I I � 1 I I - ' § I I I IR 1: _ ii , I I I a I I I I ! 1 I __...----_--i--_- t------7_ i r r- ---- — -t 1 F 1 1 1 � 1 I �c 1 1 1 1 1 1 1 I I I I , I 1 1I 1 I 1 /l . II I I l / II 1 I / ),/1 / ! I/I I / . / 1 I // / / k1 / m // / lii' r,3 I I ! / // / 1 4$1 / // / ( (( •y� 1 / // / I / �// / ' II _ VIIInIIIILI : t // /I/ / 11 t 1 / // % I I / // / . I 0 1 // // / I I 0 H tttt � / / I I 1 ! �� - / / ) ■ , I tit '>_A 4-< 'PI / / / �\ ., • 11t 8 / / / \ \ 8 1 1 p p ''. D O �/ / \ \ I 1 P 0m / \ \ 1 v I EN j g,4 p /// \\ \\ 1 II _tt,-I 8m0. N9 \ \ I I Ay '} 7,2 ■ - sA m� II 1 II og Z' II �° 1 n lift ni 1? ■ m b C' ■■ 11 I 411 t cAiP Zo I I 1 r N L c I 1 _4 P_ I � I 1 r m JLra o 1+ tt IIIILtitt I in ` �w\N I I I \\\m L— ---- --- — --- -VVEST- \ \ -1 °s 8 xx CN \ \ E CONCEPTUAL -19B ATE R�� '" Kimley»)Horn c, ARBOURS AT z/.,,.. ,A,R, so,.PE. CROWN POINT PUD SITE PLAN AAoo" ci+ (PARCEL 2) a°:`;,'. R N°NU542a]Nro BA N a NINE._N�RN. -„ v6 GA 00000.6 CITY OF OCOEE FLORIDA No REASONS DATE BY Arbours at Crown Point PUD Location Map IP �lio �� 1111111 mulmovie EP \ man Ik 1:,_ 44,.. n hlV % / n���;nnnn mt�.m a E in itl: 141114 ML— Wor mom 411111 loom oio�aii s`� Air j , A III illri TY ■ 111111 I I 000.. d X29 PP o a _........0 • ! Ie : I..., Ordil Ell EMI , E. 8 ■■1 1 EMI ii_ Cros1iFIU ____ oa ■ III 0 ■ El I.E.M1: - 1 ■■■■ # CD l" IPot 70 ot N. , -V" • , \ \ \\\\\ • - - \ \ - / , Ar$V \ 0 , C4 % k CP \r ' r 1 (' 4 M , . r''' \ -4474.,.... . .... It . .,...,..,. . 11 ~ s ,.ate .r 1 _ . . : lauaageo '*/ .. „ . , ,,,, ....._ .... s4 3 s .4„ „,„,„ ____ _ ., ili: 1R*I w , ,Ilaic , A .111:141",4 _., 4 ,o, 4,,,,,,,, a -,,.„ , , ,, w.:, WIIII. , i r ,I..4,G = . c) \. ° r I . , -, 494, ,,....,_.......2 4,... , ORDINANCE NO. 2016- (Amendment to Arbours at Crown Point PUD) TAX PARCEL ID#: 06-22-28-2856-00-013 06-22-28-0000-00-083 06-22-28-2856-00-010 06-22-28-0000-00-046 PROJECT NO. RZ-15-12-10: Substantial Amendment to Arbours at Crown Point PUD and PUD Land Use Plan AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, APPROVING AN AMENDMENT TO THE ARBOURS AT CROWN POINT PUD AND PUD LAND USE PLAN FOR CERTAIN REAL PROPERTY GENERALLY LOCATED AT 2243 WEST ROAD; AMENDING THE ARBOURS AT CROWN POINT PUD AND PUD LAND USE PLAN TO ALLOW FOR A K-8 CHARTER SCHOOL WITHIN THE PUD; REPEALING INCONSISTENT ORDINANCES; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. WHEREAS, the owner or owners (the "Applicant") of certain real property located within the corporate limits of the City of Ocoee, Florida, as described in the Exhibit "A" attached hereto has petitioned the City Commission of the City of Ocoee, Florida (the "Ocoee City Commission") to approve an amendment (the "Amendment") to the Arbours at Crown Point PUD and PUD Land Use Plan, as approved by the Ocoee City Commission on September 17, 2013, (the "Land Use Plan"); WHEREAS, the Amendment was scheduled for study and recommendation and was reviewed by the Development Review Committee ("DRC") on February 1, 2016; WHEREAS, the DRC voted unanimously to confer with the determination of Substantial Change to the Arbours at Crown Point PUD and PUD Land Use Plan; WHEREAS, the Amendment was scheduled for study and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the "Planning and Zoning Commission"); and WHEREAS, on February 9, 2016, the Planning and Zoning Commission held an advertised public hearing on the Application and did not recommend approval or denial of the Amendment but did express concerns with the anticipated flow of traffic; and WHEREAS, on , the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Amendment and this Ordinance and determined that the Amendment and this Ordinance are consistent with the 1991 City of Ocoee Comprehensive Plan as set forth in Ordinance No. 91-28, adopted September 18, 1991, as amended; and WHEREAS, the Ocoee City Commission considered this Ordinance in accordance with the procedures set forth in Section 166.041(3), Florida Statutes. NOW, THEREFORE,BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE,FLORIDA,AS FOLLOWS: SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. Amendment to the Land Use Plan. The Construction Plans, prepared by Kimley-Horn for Ocoee West Rd Charter School, dated February 1, 2016, and date stamped as received by the City of Ocoee on February 1, 2016, with such additional revisions thereto, if any, as may be reflected in the minutes of the City Commission of the City of Ocoee meeting approving same is hereby approved, subject to the Conditions of Approval set forth in Section 3 below. The Amended Land Use Plan is attached hereto as Exhibit"B" and by this reference made a part hereof. Said Amended Land Use Plan supercedes and replaces the previously approved Land Use Plans for Arbours at Crown Point PUD and PUD Land Use Plan. All references to the Land Use Plan or the Amended Land Use Plan for the Arbours at Crown Point PUD and PUD Land Use Plan. SECTION 3. Conditions of Approval. The property described in Exhibit "A" hereto shall be developed in accordance with and subject to the Conditions of Approval set forth in the Amended Land Use Plan. Notwithstanding anything herein to the contrary, in the event of any conflict between the Arbours at Crown Point PUD and PUD Land Use Plan referenced in Section 2, above, and the Conditions of Approval, the Conditions of Approval shall control. SECTION 4. Ocoee Comprehensive Plan. The Ocoee City Commission hereby finds that this Ordinance is consistent with the Ocoee Comprehensive Plan. SECTION 5. Conflicting Ordinances. All ordinances or parts of ordinances in conflict or inconsistent herewith are hereby repealed and rescinded. SECTION 6. Severability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 7. Effective Date. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this day of , 2016. ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Beth Eikenberry, City Clerk Rusty Johnson, Mayor (SEAL) ADVERTISED ,2016 READ FIRST TIME ,2016 READ SECOND TIME AND ADOPTED . 2016 UNDER AGENDA ITEM NO. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE,FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2016. SHUFFIELD,LOWMAN& WILSON,P.A. By: City Attorney EXHIBIT "A" Legal Description PARCEL 1: Tract 1, FOUNTAINS West, according to the plat thereof, as recorded in Plat Book 72, Pages 111 through 116, inclusive, of the Public Records of Orange County, Florida. PARCEL2: That part of the Southeast 1/4 of the Northeast, 1/4/ Section 6, Township 22 South, Range 28 East, Orange County, Florida, lying East of the following described line. From the Southeast corner of the Southeast 1/4 of the Northeast V4 of Section 6, Township 22 South, Range 28 East, Orange County, Florida, run South 87°35'43" West 450.70 feet for the POINT OF BEGINNING, said POINT OF BEGINNING being North 87°35'43" East 2030.20 feet from a 4" x 4" concrete monument; thence run North 04°31'33" West 46.03 feet to a 4" x 4" concrete monument with disk stamped "RLS 1585 and RLS 1819"; thence continue North 04°31'33" 1135.48 feet to a 4" x 4" concrete monument with disk stamped "RLS 1585 and RLS 1819"; thence continue North 04°31'33" West 60 feet, more or less, to a point of the North boundary of the aforesaid Southeast 1/4 of the Northeast %, said point being the termination of the aforesaid described line. LESS: 30 feet right-of-way for West Road on the South, according to Right-of-Way Agreement recorded in Deed Book 736, Page 273. LESS: A strip of land 50 feet in width along the East line of the parcel of land described in Deed Book 736, Page 273, of the Public Records of Orange County, Florida; also being the East 50 feet of the Southeast quarter of the Northeast quarter of Section 6, Township 22 South, Range 28 East; Less the South 30 feet thereof; being more particularly described as follows: Commence at the Northeast corner of said Section 6; thence South 04°07'53" West along the East line of said Section 1161.38 feet to the Northeast corner of the Southeast quarter of the Northeast quarter of said Section 6; said corner also being the POINT OF BEGINNING; thence continue South 04°07'53" West along said East line 1290.44 feet to a point of the North right-of-way of West Road; thence South 86°38'36" West along said North right-of-way 50.43 feet to a point on the West line of the aforesaid East 50 feet to the Southeast quarter of the Northeast quarter of Section 6; thence North 04°07'53" East along said West line 1290.55 feet to a point on the North line of said Southeast quarter of the Northeast quarter of Section 6; thence North 86°46'40" East along said North line 50.42 feet to the POINT OF BEGINNING. (Deeded in Orange County in Official Records Book 4938, Page 4527.) EXHIBIT "B" [Insert Amended Land Use Plan] AS 3+V0 9NOSN3tl bN CO Z 0 1= Q 5009+9551 9N 103F0tld 6,tl33NgN3 910E%0 ANVNtl631 W V 9tl00BW co Z a all W J N Z > 0 W OO W zFOl ce zEZ¢ ¢ S111w�OJ << cs- wzo QQ 6 wJ0w00 j z F- WQ0000 NF- W >Ezz02 U' JO W OW Oa0 zDO = OQ_lOarq 3 m Q 0 O 0 a w W n z ? a J K a Z .-N M q(O W dddaaln a7,- JJJJJ,- a'<-> rW I—• V M M r p O Z O O O CD LL a) _ ¢ o .314 w Z O a..,99. 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