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2023-07-20 V. A. #23-008-TRC, Traffic Study, Exhibit 1[��/7 C] l_J I April 4, 2023 Jesse R. Balaity Balaity Property Enhancement 1707 5th Street Sarasota, FL 34236 Re: MUV Okeechobee Trip Generation Statement Project No.: 2023030083 Dear Mr. Balaity: Vala Group, Inc. prepared trip -generation and driveway analyses for the proposed MUV Okeechobee medical cannabis dispensary proposed at 510 NE Park Street in the City of Okeechobee in Okeechobee County, Florida. The analyses show that the proposed medical cannabis dispensary will generate 511 daily and 46 PM peak -hour vehicle trips. The site's driveway volumes are not expected to warrant the need for exclusive turn lanes on SE 61h Avenue. Figure 1 is an aerial photograph of the site. This report includes the trip generation calculations and driveway volumes for the proposed development. 3 Bentwood Road, Palm Beach Gardens, FL 33418 Tel: 561.445.6684 Valagroupcorp@gmail.com MuV Okeechobee Page 2 of 4 April 24, 2022 Project Description The proposed development comprises a 2,422 square -foot medical cannabis dispensary. The 1.1-acre site (Parcel ID No.: 3-15-37-35-0010-01710-0120) abuts State Road 90/Park Street (state -maintained road) and SE 6t" Avenue (city -maintained road). The site currently has two driveway connections to State Road 90/Park Street which will be removed as part of this development. The site has two wide driveway connections to SE 6t" Avenue. The site's north driveway connection to SW 6t" Avenue will be narrowed to a width of 24 feet and the southern driveway connection will remain unchanged. The site is expected to utilize the north driveway connection to SE 61" Avenue for access. The site also has a two- way cross -access connection with the abutting site (Wendy's Restaurant) to the west. State Road 90/Park Street is a four -lane, divided, rural principal arterial road with a 35 MPH posted speed limit and SE 61" Avenue is a two-lane, undivided, local road with an unposted speed limit. Attachment A contains the land survey, site plan, and property -appraiser data. Trip Generation Analysis The proposed development is expected to generate 511 daily, 26 morning peak -hour, and 46 afternoon peak -hour vehicle trips. We prepared trip -generation estimates for the proposed development (see Table 1) using equations from the 1 P Edition of the Institute of Transportation Engineers' Trip Generation Manual. Attachment B contains the ITE trip - generation data. The site operated as a gasoline service station with a convenience store but has not operated for more than one year. Table 1- Trip Generation Land Use ITE Code Size Time Trip Generation Rate In Out Total Trips In Out Total Daily T = 211.12 (X) 50% 50% 256 255 511 Marijuana Dispensary 882 2,422 SF AM Peak Hour T = 10.54 (X) 52% 48% 14 12 26 PM Peak Hour T = 18.92 (X) 50% 50% 23 23 46 Driveway Volumes Although the development site will have two driveway connections to SE 6t" Avenue, all traffic generated by the proposed development is expected to utilize the north driveway for access. The north driveway connection to SE 6t" Avenue will operate as a full -access driveway permitting left and right turns into and from the site. All site -entering traffic are expected to be right turn movements. The Florida Department of Transportation's current Access Management Handbook (November 2019) recommends a right -turn deceleration lane for unsignalized driveways where the number of right turns per hour is between 80 and 125. The number of right -turns into the site is not expected to exceed 23 and does not warrant the need for an exclusive southbound right -turn on SE 6t" Avenue. Figure 2 shows the expected daily, AM peak hour, and PM peak hour driveway volumes. G FZ O l_J P MuV Okeechobee April 24, 2022 Figure 2 — Driveway Volumes LEGEND # AM Peak Hour #) PM Peak Hour [#] Daily 5R 70/Park Street ' SITE [255] (23} 12 L-------------- 4 m Cr) (a Page 3 of 4 GFROLJP MuV Okeechobee April 24, 2022 Page 4 of 4 Conclusion We prepared trip -generation estimates and site driveway volumes for the proposed medical cannabis dispensary and determined that it will generate 511 daily and 46 peak hour vehicle trips. The number of peak hour turns entering the site do not warrant the need for exclusive turn lanes on SE 61" Avenue. Please contact me at (561) 445-6684 with any questions or comments. Sincerely, Vala Group, Inc. `,`01111 �P 1fl,,,�. % spkAN :% •'CE/Vi* This item has been dig imltyslgnedand No 62400 sealed by John P. Kim, PE on the date adjacent to the seal. : 3 STATE OF 4/Z Printed Copies of this document are not considered signed and sealed and the ,0-•A, p, �/� i . C O R t O, • N �� F ' signature must beverified on any electronic copies. 2023.04.04 23:12:51-04'00' John P. Kim, P.E. Senior Project Manager JPK/jgk Attachments Attachment A — Land Survey, Site Plan & Property Appraiser Data Attachment B — ITE Trip Generation Data G FZ O l_J P ATTACHMENT A Land Survey, Site Plan and Property Appraiser Data BOUNDARY SURVEY A PORTION OF BLOCK 'K" - OKEECHOBEE'T PLAT BOOK 5, PAGE 5 = N.E. PARK STREET (STATE ROAD NO. 70) PIR,GH' X OKEECHOBEE COUNTY, FLORIDA. A"E9 WA- LEGAL DESCRIP770N. GrOl A! Trlf SOUPEA5T CORNER OF &OCR "K-. C,Tv OF (WEECHOB£E. ACCORDING r0 ME O r MfREOE RECORDED IN . Ar BOOR S. 4T' 5 5. OF !NE PUBL/C RCCO90S Of ..+ M'°".o 5. •�— - _ __ E%w O 5. AODIS COUNTY, 79.50 , aN0 RUN Nf D SOW rB DECREES 19 OF ES OS SECONDS y '��-+ N£SI A 0/STANCE OF SCE AFEC r IN A POHr ON DN NOR,M BOUNDARY O� OOT ?' 2. A :'A CITY OF pE Pt,&ICEE ACCORDING TO I E PLAT VN FY F RECORDED IN PCAr BOOR I AT I ,�, .•_ _ _ _ �. •'AOf A CY" THE PURL/f RECORDS Cr '. A DISTANCE E - rY .98 FEE MENCE RUN WEST 51, A 'HE NORM "'j5 Acc OF SAID LOT 7t" A DIS ANCE OF 106.9E-7 TO A PANT L r E45l, a ,':5I NCC OF IJS FCEI FRCu/ MC rIOR PxfSt CORNER OF to, -o' MENCE RUN rvORrH a LLSTAN[E O% JIIOJ FEET TO A PONT OF iNIfBSEC D[M' ON ME SOUP ASG17 OF WAY Of S. 0 I}a•� FOAD 70 (NORM PARR STREET) AS .NOW MAINT INfD AND LOCAFCD: MENCC RUN .SOUM' CON'CHf !C 1-OJT" CAST ALONG PE SOUTH ITC '-OF-AY OF STATE ROAD l (NO TH PARR .S1REf-I) AS NOW—TAONED AND LOCATED A DISTANCE OF 165 61 FEC7 TO A POHF ON ME CAS! BO/NOA— OF 8,'XR 'r" CITY OF L EEC/OBEE. 45 AFORE5AID: PENCE RUN SOUP AIO+G 7-C EAST RWNDARY OF SAID BLOCI 'R- A DISTANCE U IJ5 78 FEET TO ME PNN7 O' JEON1116. ill �- — — _ q"'�•' "f'•— — 1__ _ ___ ti^a �) p _ SURVEYORS N07ES, .4 •�; Q ; �} ' NO ATTEMP7 9:45 MADC BY TH/S F/RM FO IOCArE UNDERGROUND ✓nL/nES ONION 4D✓AC£Nr TC .I �:. 3 WI •y^ T THIS Serf THE APPROXIMATE LOCATION OF ALL URLITIFS SHOW .SEREON WERE NF.N FRO.. AS-B✓N r �A WINGS AND/OR ON -SITE LDLAR@ AND SHOULD BE VERIFIED BCFORE CON57RUCTp NO .A f;f-r AS M4OC BY TH/S FRM 70 LOCAE UNOCR AIOUW FOOT NC.5 OF MIMOINCS € ')R FFNCES ON OR AD✓AC£N! TO IRIS SITE 3 LANGSIN SHOWN HEREON WERE SUFn'CUS /N ACCORDANCE WITH 4170RNE55' NO INSURAnCC -I "1 IUNG. IM"., ORDER NO. 9I lISJISU. CUSTOMER REFERENCC W. 167J. IBSI. (NO OA7E2 rlCEPnON /69 - AfFECIS AS SNOW GN SVRV' CONCREE 1 ENCEPIlON /70 - AEFfCTS AS SHOWN ON SURVEY EXCEPndv /)I - AFFECTS SUB/ECT PpOPER/Y AND IS UNPLO—&f -)CEPTION /72 - AFFECTS SUBJECT PROPERTY AW 15 UNPLOTTABLE u.eT I 4 LEGAL OCSCRMnON FLRNISHED BY CLIENT. 1 A 1-� I ' —-- — — AB5 SOUARF FEET OR 106 ACRfS MDR!' OR "'S Lwf.57R'cBS... STORC S l 3 `P �O ASP.HA<%PAS ENT 'ON�'EWENCE 6' CCC An j- R @ I'- eNR MA OF ORLLLHOBEL: .CIO N/ 71 �� $ $ • t GRAPHIC SCALE ��- .i-^•�n,Lt<< i j i �F`N 9,. ; WL OI �,y ,N' + SURVEYORS C£RW70Ai/ON. A51HAI ; � A.T.— ;+ d` I 1. J �• I HEREBY CfRNFY — THIS PLAT OF SURVEY WAS PREPARCV UNDER M> RESPON-SIBLL Cl.--' AND MEETS ME MINIMUM TECHNICAL STANNIDS AS SET FORTH Rv TIF F(ONIOA a� 8y OLMD OF PRC--SSIOMi LAND SURPEYORS ANO M4 PERS IN CHAPTER LOR104 a - y S!AIUES AND !HAT 1115 rRIIE AND CORRECT TO THE BEST GT Mr INOW., AND BELIEF G rT• A .8Y NOI &10 WTHOUr IN,' SICWURE AND THE O&GNAI —StO SCAT Of A IICINSEO F_O%OA j m ROBERI &OOMSER _ ' PROrfSI I 41ND SURK JIJJ 54411 OF RORIDA I 5'Tfi OT Le 0Evo , BLOOMSTER . w�uaLLac..e-ic_xaox PROFESSIONAL LAND SURVEYORS, INC 106. 90° 106. 791 .N0RRIF.4SI OIXIE HIGHWAY .AN5EN BEACH. FLORIDA J4957 Pr10ME 567-334 -,0666 n�,.. R - I Q U W O of a a U Z 0 CL di H O J a c c a `E E E a a v rn M N O N Lu W H H O a d a UL UL UL 6, — FIR 5/8" NO I.D. PROPERTY LINE (TYP.) PROPOSED DUMPSTER (TYP.) STATE ROAD 70 0 CV 0 C) EXISTING CONCRETE PAVEMENT TYPE "D" CURB (TYP.) o o /0 101, i i J PROPOSED TYPE "F" CURB (TYP.) I PROPOSED SIDEWALK J ° e a ^(FLR 5/8", NO I.D. ° 0.96'N.P C I R UL � al 5.0' R25.0' PROPOSED LANDSCAPE AREA R20.0' or�n MAo 1 1 1 1 UL PROPOSED CONCRETE SIDEWALK (TYP.) R25.0' cf) 0 C 2 mm z> R25.00' C: (n m -+ STOP SIGN (TYP.) 5.0' TYPE "D" CURB (TYP.) UL UL EXISTING LEGEND — — = PROPERTY LINE - PROPOSED LEGEND = PROPOSED CONCRETE SIDEWALK =PROPOSED CONCRETE PAVEMENT = PROPOSED LANDSCAPE O8 = PROPOSED PARKING SPACE TOTAL -ros-----ros-----ros-----ros-----ros- r / --- ros - — -- ras - --- ----ros- _- - - -- -- --- - - -- - ---ro� ---- ros-----ros- ---- ras - ----ros--—-- ror - -- , / TOB — — TOB — — TOB — TOB �L- Lim —�` Tr� L� L� — UL L UL U L UL / SCIR SCIR 10' UTILITY EASEMENT �° (O.R. 98, PG. 536) 0 20' 40' © (O.R. 370, PG. 1507) O5 (O.R. 240, PG. 421) SCALE: 1 "=20' NOT FOR CONSTRUCTION U - Z O No cn W H a O - o C U O M V > M O O0mJ00 LL V) CV Q 70 E 00 F- Z (c 0 2 Z N Z 04 W M a LL O Y U O z Q OLD O 0 Z m W - �o o SOU Z W ly- co 0- 00 � Uj m0 � W D m of 00 W zzw O0U U)Q o w Z w �a� p U J � a � Q 0N W U 0. W W J co OW g O � z wJJ LL ao YoQ g U iQ` z� a_ w CL Q o LL Wmw0 W �zo ooQ OO~" (f w(0 o Z w N i U° o D w - Y 2 W `o O v O m U) Z O D LU W Of O Z � W Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT BLPRP22002 DATE 2023-04-04 DRAWING SCALE AS NOTED DRAWN BY SM APPROVED BY VH C3.0 4/3/23, 9:43 PM Okeechobee County Property Appraiser www.okeechobeepa.com/GIS/ 1/1 ATTACHMENT B ITE Trip Generation Data Marijuana Dispensary (882) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 7 Avg. 1000 Sq. Ft. GFA: 3 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 211.12 48.00 - 791.22 246.90 Data Plot and Equation 2000 a w a H 1000 u X X X X X 0 0 X Study Site Fitted Curve Equation: Not Given I X = 1000 Sq. Ft. GFA 4 - - - - - Average Rate Rz= — 6 540 Trip Generation Manual 11th Edition • Volume 5 its Marijuana Dispensary (882) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. 1000 Sq. Ft. GFA: 3 Directional Distribution: 52% entering, 48% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 10.54 1.17 - 31.08 12.69 Data Plot and Equation 100 80 m 60 W a 40 4111 --------------------------------------------------------------------- X ----------------------------------- X X 00 X Study Site Fitted Curve Equation: Not Given I 2 4 6 X = 1000 Sq. Ft. GFA - - - - - Average Rate Rz= — its General Urban/Suburban and Rural (Land Uses 800-999) 541 Marijuana Dispensary (882) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 16 Avg. 1000 Sq. Ft. GFA: 2 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 18.92 2.94 - 98.65 21.73 Data Plot and Equation a w U) a 200 00 X Study Site Fitted Curve Equation: Not Given I X = 1000 Sq. Ft. GFA 4 - - - - - Average Rate Rz= — 6 542 Trip Generation Manual 11th Edition • Volume 5 its