Loading...
2023-11-16 V B Exhibit 2CITY OF OKEECHOBEE Application for Site Plan Review Pag 1 of 3 Date Received `.jy. fFE'y City of Okeechobee Application No. Fee Paid: 3 �q ,? 3 General Services Department Q 55 S.E. 3'd Avenue, Room 101 Okeechobee, Florida 34974 Receipt No. J`1 a 02 Phone: (863) 763-3372, ext. 9820 f Fax:(863)763-1686 E-mail:nna burnettecityofokeechobee.com Hearing Date: p APPLICANT INFORMATION I Name of property owner(s): William R. Grigsby, Jr. Owner mailing address:10282 Payne Road, Sebring, Florida 33875 2 3 Name of applicant(s) if other than owner: Park Street Okeechobee, LLC 4 Applicant mailing address: 603 East Fort King Street, Ocala, Florida 34471 5 Name of contact person (state relationship): Johnny Herbert IV, PE (Civil Engineer) Contact person daytime phone(s) and email address: (407) 376-1777 - johnny@americanciyilengineering.com 6 Engineer: Name, address and phone number: 7 American Civil Engineering Co. c/o Johnny Herbert IV, PE - 207 N. Moss Road, Suite #211, Winter Springs, Florida 32708 - (407) 376-1777 Surveyor: Name, address and phone number: B iBSM & Associates, Inc. c/o Richard Barnes, 80 SE 31st Lane, Okeechobee, Florida 34974, (863) 484-8324 PROPERTY and PROJECT INFORMATION Property address/directions to property: 9 Located directly across from 1000 State Road 70 East in Okeechobee, Florida 10 Parcel Identification Number2-15-37-35-OA00-00009-A000, 2-15-37-35-OA00-00009-0000 and 2-15-37-35-OA00-00010-0000 11 Current Future Land Use designation: Commercial _ 3 15- a.7" 35 Oa I D- DDD�L�- or. ID 12 Current Zoning district: Heavy Commercial Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 Site plan application request for approval of a commercial carwash with automated service tunnel and 19 self-service vacuums. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. 14 i Proposed 4,600 sqft. automated car wash facility with self-service vacuum spaces. Stormwater and utilities designed under master development of Park Street Commerce Center. 15 Total land area in square feet (if less than two acres): f • 58ae.reS or acres: 66,646+/- sgft. Is proposed usedifferentfrom existing orprioruse ✓ es) o) 16 Rev. 08/23 CITY OF OKEECHOBEE Application for Site Plan Review Pag 2 of 3 Number and description of phases: Phase I: Construction of the car wash. 17 18 Source of potable water: OUA. Existing 12" watermain, north SR 70. 19 Method of sewage disposal: Proposed lift station into county manhole south of SR 70 as part of Park Street Commerce Center.) — ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property 1 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) Three (3) CERTIFIED BOUNDARY and TOPOGRAPHIC surveys, (one to be no larger than 11 x 17; scale not less 23 man one Inca to Lv loci; worm point) point) containing: a. Date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre l d. Location sketch of subject property, and surrounding area within one-half mile radius j 24 Two (2) sets of aerials of the site. � 2� 5 Two (2) copies of sealed site plan drawings (see attached checklist for details of items to be included) 26 Two (2) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Two (2) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and i showing both the official and common name of each type of tree and shrub. 28 Two (2) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71 (A) (5)). 29 Two (2) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adiacent roadwav links with and without the prroiect. 31 USB- flash drive of application Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges - When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant Is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500. 0 and un risonment of up to 30 days and may result in the summary denial of this application. Adam Ramsay 8/14/23 Signa ur Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) 763-3372, Ext. 9820 Rev. 08/23 CITY OF OKEECHOBEE Application for Site Plan Review Pag 3 of 3 City of Okeechobee Checklist for Site Plan Review REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Two (2) copies of sealed site plan drawings prepared at a scale no smaller than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements. including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights -of -way -1 1 TTt;lihy linac/far ilitiae ArA hvrlrante eantir tanlre and rlraintielie - 3.4 Bridges, culverts and stormwater management facilities 3.5 Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On -site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of the owner j 4.2 Name, address and phone number of any agent, architect, engineer and planner �-- Compete legal description of the property _ -4.3 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties { 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the i calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a% of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 08/23 8/16/23, 9:06 AM Detail by Entity Name DIVISION OF COP.?OPATIONS :org ��J--- Department of State / Division of Corporations / Search Records / Search bv Entitv Name / Detail by Entity Name Florida Limited Liability Company PARK STREET OKEECHOBEE, LLC Filing Information Document Number L22000487870 FEI/EIN Number 92-3774303 Date Filed 11/14/2022 State FL Status ACTIVE Principal Address 603 EAST FORT KING STREET OCALA, FL 34471 Mailing Address 603 EAST FORT KING STREET OCALA, FL 34471 Registered Agent Name & Address RAMSAY,ADAM 603 EAST FORT KING STREET OCALA, FL 34471 Authorized Persons) Detail Name & Address Title MGR RAMSAY, ADAM P 603 EAST FORT KING STREET OCALA, FL 34471 Annual Reports Report Year Filed Date 2023 04/28/2023 Document Images 04/28/2023 — ANNUAL REPORT View image in PDF format 11/14/2022 -- Florida Limited Liability View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResuItDetaii?inquirytype=EntityName&directionType=Initial&searchNameOrder=PARKSTR... 1 /2 SITE PLANS OF: PARK STREET CARWASHr�r LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST PARCEL ID: 2-15-37-35-OA00-00009-A000; 2-15-37-35-OA00-00009-0000;2-15-37-35-OA00-00010-0000; LEGAL DESCRIPTION LOT 1, PARK STREET COMMERCE CENTER ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PUT BOOK ??, PACE ??, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (Plat created by 1.23-0030TRC under city review) NORTH ' UTILITY COMPANIES ( ,w.� y _i�,.L"tjam,..:. !'try-� �I. ,• SANITARY SEWER: OKEECHOBEE UTILITY AUTHORITY _ J."'7 - - _ _ (863) 763-9460 e'I , 4 WATER DISTRIBUTION: OKEECHOBEE UTILITY AUTHORITY (863) 763-9460 v; ELECTRICAL POWER: FPL .. i (863) 763-6441 TELEPHONE: CENTU LINK Il S:� �I+tI�L�iTi (955) 263-9576 FIRE: OKEECHOBEE FIRE DEPARTMENT � _+®r .ia , �■ �e 1 (863) 763-442J GARBAGE: WASTE MANAGEMENT (866) 909-4458 VICINITY MAP N.T.S. PROJECT DIRECTORY miu ° iAe� aomvencim. :m sns4s, nao. nia AOurt �l1BtAr e, vt_ n.wneca vAao4wcrd me gran -gym . arrz ur-m-rma sx«_rcA ee a A c N 2 3'n uet Aaio. "e1A IC14e — A ImrtLMf5efB19lAtTtlL Ie I AH�IN nrez PLANS ISSUED FOR: DATE OKEECHOBEE. SITE PLAN REVIEW 10/20/2023 INDEX OF SHEETS SHEET DESCRIPTION CIA COVERSHEET C2.o GENERAL NOTES CJ.o SWPP PION C4.0 SITE PLAN C5.0 GRADING PLAN 06.0 CROSS SECTIONS C7.0 UTILITY PLAN C8.0 DETAIL SHEET C9.0 UTILITY DETAILS C10.0 UTILITY DETAILS II C11.0 FIRE PLAN LSl.0 LANDSCAPE PLAN LS2.0 LANDSCAPE DETAILS S1.0 SURVEY AMERICAN CIVIL ENGINEERING CO. mi M. rm BYAD. 911Ie NI mR� �01®. RaM 81101 IAoO 0n-7N0 PLAN DATE: IW&M3 Ci@f. OY AVTDIGATaII Ne. B'Nl )3J '3380H033x0 '3 OC WH 31g1S OOOI HSVMHVO AMA WHA SAWN WV JINIO $� Y x i •Y h- $ gE xa F!! z 8 B S � 9 � g gq g g 9 ��i+ gg a g �5 y eg g y9 e � UEg '$ E E8 F I3 � �g1@ ,� E 3la$$ �EF � $ '� $ �d i $ A 9 if p $ g$ as ax 4 �g4 fill S � xb� �l g�� ��� ��'�ryry� �tl� �� � �� ��� � g �gj ��� b � � a @ g � � a a Qn �p$ a s S a16 4 8 9 €b x 4E p!$� �P 5 `p @ E �3 � i Ea$$ gk3 � y g� � $x�$ $ �g g @§ g y$ 5 gg x !ya. $e s 6x g `ge 98 $-$ Ea g h x y g� 4 a g $ b xe �Q € . �� e i I'll fix x @ i f _ 4x3g� ➢$Pg `��� ply a e� 8b $1 § PI x xg°� 3 �,� Ptly ��y g x� �Y €3 . e �sayxq gg ) � ygg as $e p' bi4 @ bgb9 'SF 699 Ill g$xg �9 �8 l$4� �_ @�IY x_ g8INS 4?ag�4��p��g x ���4��Fdg�§ x xe ' 4 xx �$$� ® `e i$ $ � y ga 1� � �g i� INS j §bp pig, 0 4ll $9 g� p 4� 1 In14 l� g g i��n 1g� '� °1 @$g qq�g pg ##�!� F9 € � �4 A� 4g ��4 8g �9a 5$ ��x4F $ 9g$� ��� � 101 pig�� xx� x � 51 x1�N. I M x$�Ix�� x�ex# xvx�� xxgxxl - 1 x18 x €1 ins! a x�$ OR I a 1 ;deb p� 33 y y hb 888y xA 1 Yt 66��YYY 5 `8�s � 9€ ; 14 g �� � �� � 1 xx �alp � �fgl!q.11 n 1�� B� �`�g �$ e x $ � • 4$: a - a€� gp gj�s f ` ggx€Lx $ $9 age INN ui�kp`€@° �8jg YEye3 p 9P$ 1"a3, 4 $ eGx Ey9 �y $ F �` 9 35"4l 1 g g y y . ` a F Ea P g g Y C ' p '} px ] g g g Ex gy77 � pyy � pp �EOqq $j Y 3 YY {[Y Ippa @g dd EEE � E � k y b 9 EEE Y g g6 Z � LLL ��`� �S� s $1Y2 @A x( jy 4$ p � py3 Y •q}1� @p „ €a9¢ @� qy$ €� E5 i� � .y@ .� i � �yx�� �999 z � q� dY � $j � ��x�� 6 �37 �'��x �y��xy aa[ � � b6g g g€■�¢ 97 ��x� �173g�5GaE �,g5 � ���g° L��+ tl�tle ep Peey¢y¢B � �� �RR9yy�4 �����ix� gna�8�F�a1E @�ggx��tlg��� �� a��pp�(q9e�e g$3x���bpgtp� �x�,p@7 4x�e.�qi Y2 4€p4b�5/'E � F��$1 ��x11bpF�•Y� a� �� �g $I��agLe�ySnL■iby�■€Bx`� pqry��gI��ll�biigg�d��!$f�g%€a �ayetPx 1lly92'p1E 1�2=P9 x;OWN 51 'a"lli8 x 4x a e■e■ g y3 $ F 1 �■i� p51 $F a F /e/ 99 x 6$ pa9 5 y yp ase iE 63 € [ Il `� 4 b� � 3• a��CE � x� b� C g & i d 6� b � �` � Y �1 �Y �4� x e Ee W v _ g ! g a? Wx b a ° gg° a a g 1 Y€ S vy P s g v II g $ e a a $ 4x a t'� gj�xx $ 2 $$ $ tp� E !xi a x x v$ €gP g ys 1 g 1 -x t g z peg_ g 54 y 3 €a x 1 x'1 8 & 5 $ x Yes$ € v^�� 1 5 9 p¢ pex $ a 9 gu a 3 i 1 � v x xgg � � 3 ,� qqq � $a _ �s � �@ �3 � ®�.� �$ � g 6�5 $ C lip vim' 4xp - x= $� p5gg$@5 g$ _. g pADS ,�� 5 41 a$l 5� �� � 5F,) ��SH 1, N 8 xpo l 13p� $ � 88'$ IW¢a4E g pA��e bx xy a $iiii ge �� e g W x1g��� 9—ifil 9g L x�� Yx�� f�6xi€s � 01$ i� °x=F SI€i9, �g� 'fdg g : gga E ��§ Y� a�`� � SIT W l�� l i _�x£ s yia F ab $ € x� a x$ 8 � i� a � � xi$ x @. x, as x � $g x abW E $Q $ g b 1 @x g x Iq b g s Y .1 $ 13 351e €e$Y o xe �1�� zE p�1a�' zx qa�5 3 $ � 4 Y a yf a �gg�sq !I �I a , x� € x a ae PIPE; a qq 4$ jjg $ $ �� 4� � �e � 6 x�P11 $l€ �ggp 11,41 ,ag999 s 95 Yix $$ fill x y ngs-x y` c i Fzg 3 g Re 4 �W� y2e$�g•g ���®�Y4 � a E� p 46 i$ � . $ g� j� �� �� � � �e� s � ��°a k ��� �� !"� �x � -��b �� E I�x � 3x �� py � ¢Yae pn � x � ��x�„ 1�� x�,� E€Egg� 1� a�xg$� �Y � A Nii € 1 $ ` b � 22 ; 5x z <pp _ ��ea x �e x F} @x a ug a w n .� �x x a= a` $ a �y'g x g g$ g �x �gpg''�xi Yxg1 11 1 p ax. is agp aY aPT I x P s q i x �n Y �� � ��$ �i�� ��x� s$�" �� �$� �! �a jx� �a =� �a $` le A E H P$S x ip$x �� i F € g a @@ INS aY $ � € y 4x xbn �� y4 NO F x is e = i z e �x� � ���� �� �z age €� �x a ill asy=$ a ��Iz gg� �� a@� ;�x �z ��48�e � s 5�g¢a�a� yy�� p @yx gg�gg �yg- � p$O3$ � fip gA zz �. 7 € ga as �j g� �� i �Y� ��� ��3 � �� A��x� 8� ���1 ' E9�xai �i 1 i4 I 4�g � �i3y� 9� $ 3��5� �� � �� $� ��� �y �Is � lot € �� � R �9 0 � :�! �� axo x bxY € � a €g g n ;xYx ��ga 'x g a xg �x xex x e xx xE��x Ex g x xx_ aY AlvE ID♦ S P NP '6TRE,,.OMM CE I i I WIH � W I I I I y O + I I I WI I I I91 a ~ W \$ we]]. f \�� mx, 1 I \9 TEMP. CONSTRU( 6N ENTRANCE I —50' X 12' MIN. 2" — 3" COURSE STONES ® f- MIN THICKNESS SILT FENCE I --�9 ----ry` ---9----------- --- V\ I I I I I I I I I I MASTER STORM PERMITTED SEA ATE ! DESIGNED UNDER PARK STREET COW CN I I 20 21 I - - - - - - - - - - y '\SILT FENCE"' I I I a 1 I I I \1 I I 1 I ♦\65 `\�9 I I I I I I 1 I I I I I I 1 1 I I 11 II SILT FENCE I \VLTLAM3 PORlf Y10139 I P1El'.-ISY i ITS OF PLAT WLRLAND IroWT NI01]I _ cl nn.. -1].T G \1 R ]nr1 1 l M'CTLAlIDPOOlf NI01]] Ficv. - Iv' aErl_vro wwr n I -- --W- IvtWLANnW SWPPP NOTES: I EY. N'16.6 s>R Ymnu smm tru errs I W 1 I I W I � mmr s 9m oaxiv moot v m¢ u >r.� a r�s I W (LAND PDIM YI0111 a ® ua FJ.EY.-16.9 sfevvft mas na w,ev. I 1 wo mm i:�mlua�n Utz,— —--- I �nl ,mu r.l Yew -.Imc m w V/Ef1.AND POIM11911] I Ir I \1 1 I Ir I q v 0.'f N101]s WEFLAPID 17.1 WEILAtn01]1 I.san '[i bN� ��r°°s EL6Y.-1].]' AMrrc M®i [n.m rmHvosym I I m aaec .>v Im s.. [,mlm.m,w K Ism e x :o I Woii awn Ou�iu f�i.ia FLANO IMPACTED %3 ,$94 SF I 1 Ivm ants [v aoym 9 i \aQ zl I INf tlol]3 ITs' wows I w Fp4 mm R I oraarcua mcwra .wrvFa I ANDPOMTNI01]] � ><aeemm. aasv Sao aav[a,msm.m. ^ITO' wwm � se.n a,e�.uxam I I e[NFm6sl6mifn[fYYO e. oFpm 96 e¢ I b i1M'YI01Is ; omanor u,sssaa goal a.aF®..im¢ 1� �.o.ox..�.r. . •9••Fm.mmv..a I I mrn m M pq ors¢, la9.ma�ma��.a9.m. I I LQ.fffS OF PLAT a®a aro r...�ms mmn u rw+a mums swalca aAs,Fnn mR s _ y ,y: •'T- -- �F.,I,a,ve.al� ma.ral�FFweK I er : _➢�._, - VN]'IY'_l F IbFArI' II!, North iitl6 W E i 4 I alw,wlMuul SWPPP INFORMATION wea arm en.� 9%L I I� . m rm NOTNS- I _or ImwrY[avas s>.. sa .a. r a�.,rc,r,r a1s m r e o,:. sum n m�®Yel.�a��iaLomml.s �.lm 9 o a.o,meaa.lemwr SWPPP INFORMATION SIGN NTS m.sanmca snag a Pawn w ,. m,oaF smv w �— aa.. EROSION CONTROL NOTES: s �m,Yd» �K� •� � �a AG,gr ® u rem 4 SILT' BARRIER DETAIL _ "'u'®nms[i,u nm m+mc mlmuou P.Fn.c r eo corm °man l�mww°prae >`�,nw, � I®�a .ate m�nea ®m �aas'a ®.m r +Fo.r ou Im a.a W o Z Lu (n ao a Q U �cf)jiw �crW nCC< as U C3.0 Al MIMME■IN dl�Yri N °14'14"W 524.7r m------------------------- --------------§-------------------------- -�-- -- N D w IZ A 910G Y1bQ _ � I I N I _ I I I F I ' 19.5' 31.3' E i I I 5 I pi 12' wi I tiR R } C I 6. 24.4' 14' 23. 0. 12' _ I qn1v NJ - I - I �m WW I I t P p I j -4 --------------------------------------------9 -a-=-I 64.40' N00°74'14"W 393.16' y I I _____________________-- _______-____ w 8�q ----------- Niel xx gig 9� gggg Y6R z a SITE PLAN PARK STREET CARWASH AMERICAN CIVIL ENGINEERING CO. ` a N LEVATIONS BASED ON NAVD 68, BASE ELEVATIONS PROVIDED BY BSM & ASSOCIATES Ysg A PPE Ca6T1Ct PAVING SPECIFICATIONS -ASPHALT SURFACE/GONG. FINES BASE: GRADING NOTE$ OF STORY 16.70 r lele ma IWA ( & i A n �1 ST-5 0 TOTIOY TOPINF wsvc .w .ua oats Ns At wu0.s 1. 9A L.L. No mlm WDS NnNms W u[n n.w[W imr swwos ..o sorrYlGm¢ 0.6/I F I ARRFE NIPY D. A� azz of �N yBy E R — srao Dww wErz 6JI6mucrtD As Prr a Itt aanp5[rYr mDAcrs w owBIE Dawn 9Wl YrAE tETk j m Bawxc vwAYt sDla9 m mwD ro trBlwrz 9Amu1 nBDoas YmuuB Yan 9twrtns YarNun. rm m Ilc wtRYn wNE a tvOAr vw.m No m]9 'la prwc, Oar Rw w nc YRAw. uD W PDB91Y LaDRYrc9r mar¢ calm 910160 I[ rAmL N A 19 20 I \� mEugcY a twE 0) wa Pu IBABO a' ar RAtta rwvnlr. IYrR9R5 lust g mYBIlrcatL DYwc srA«us snD. uwex ea is a elwc wo Dllu nwvm Rol s¢r wD.a n cttr o SANG 21 «6�maAems" ewe .ma. ��aua.N acm sp TNs DrAs axw u 9—tNi RE BC NOLm wm iN[fF1BYAn o0.wYCT wIErs Al rxl WPa nE 01B6 SANS Aj. a nrfn Zm 0— C u rwcs mPrnW W A rrw malt Imusc tar m ecnml o.. - ns .ca wD rlc Wra owrRx or ItE Nwml mnra >n - �r� waa- rc so rc W NDaF>;o 151mrm 9AOBw _ _ I 1 =w6ER q N�FR656� North A1, 1 XV __u. 5 = ra�xrwiva I Z = r�—'r9 RE a6 lw.) 1FASf R aF mE 11DDrm PROCWA RNaBw mr maR l,Lsnl D ISSJJ 9vlc I kN — — — — — — — — — — — — — — PAVING SPECIFICATIONS -CONCRETE SIH]fIG110r6 faR D[ NMUD ARA wO _ NW AS ' � I I �'1 RR I TOPOFGMTE ><� yy L I 6' Of W W P4 WfBrE nIM RiA Yf9t (AIII.UIM MGS) EIEV.: 16.60 a" (uOrt ZWpI mat t Sa Cur �/1' OSHWDL aNrts Ar ;o' Oms) roalvim molt rYrt I 'T v I T- T-2 .\'I' S pp p b 1 I � II IWtF RfBItRwEars: (NB10 � �a' I� ; U 2 1 � sae-wa IlElai06Y115 f>>k mBOii MOFIrt I >aMF: t BW . n Im N' OWNWI T W m MAVM Ot�Cal0lqyOr PBO m — IY a-ARITER WEEP HOLES W ]AWM I-1F0 WI1101 IT. Ml MS —11 RCP __ ___ ON THREE SIDES OF STRUCTURE U z �; WITH WASHED BIO GRAVEL ENVELOPE E%TENOED2 FT W -'G NOTE: ALL MATERIALS MTR S AND CONSTRUCTION ETHODS TO MEET ARWNOSUCTUREWAAPPEDINFILTERFABRIC CURRENT FOOT STANDARDS AND SPECIFICATIONS. Qi U _ [Wa] �'� n HOOFED TYPE TY NET W z I I 3 II 4UfFAl.L 6TiR1CfTRE t6fa) �+ o i S 1 B STORM STRUCTURE TABLE OT ] I _ TOP CONNECTgNS TYPE 4 Sf-1 22.0) F60T TYPE-D I OUT M57 21• RNORTH 15JLF • 0.70Z TO ST-2 CP 0 gti I I Bo RtlR» I I I I 223 iRC 5T-x VER 21.40 IN 16.11 21' RCP MUMEDOT TYPE-D I IN 16.82 21' RCP WEST I I I = i I OUT 16.60 24' RCP NORM 961E • 0.151% TO ST-5 IRNSED MDROPD EDGE AOEYtUA 57_5 TO.60 IN 16.0 21' RCP MUM fDOT TYPE-0 Y Aq ti I ST-1 SF1 � I I .�'�� Sr-1 30.50 OUT 17.10 t6• RCP NORM tSllf 0 0.23% TO ST-5 figT 711'E-0 Z W - gW� a M �0 ST_5 20.75 IN 1J.05 IB' RCP SOU- FDOT TYPE-D OUT IJ.m 24' RCP EAST II&F O 0.151 i0 ST-2 LL Q w ^ Iy Q E \ ti CcO� a �YQ a U � o% I pa R OOT LS OF w- vAWEs..¢FPUN 25 'T. � - Y, to �arE 7x SNB ti�� - t.1tm1C�REfE - - •iQ_ - �'-.1�� •`}'; % Iz FwFg EoxnNt snwxsl � � 'y'— —_ t T•, S— ' 70 r ROAD —.— NOTFS. AWBfa9uIN BASF VAFREHSNu �e ASH aAN.p. I 70 L a RovnEOBNIBa.IBwr:rAPARTAw xPANRBN.owrB a�iw...e ARKSTREET nwNr. m eESBe.txAwnwB TeuLB. I _ - SIDEWALK WITH TURN -DOWN CURB -SCALE 'L1' rwuslw.a. 'a. s _ _ __ xR91w_r..5R6ur C5.0 lira � y= PL PL 12.9 24' 7.7' 35.2' 7.2' 34.1' 8.4' 8.4' 20' 24' 18' 8' 8' GRASS ROAD GRASS PAVEMEN�RAS BUILDING GRASSI S/W I PARKING PARKING S/WRASS i EXISTING GRADE \ ` •�� i A SECTION A ..a61 �U2 UC7� � d � �G U W " PL W �- 20.7' 30.7' 11'-30- 111.4' 48.8' 43.34' 10 a �+ GRtISS GRASS I DRNE NSLE GRASS 8Z \ 1.5%BMW2X OUT WASH SECTION B W $ �z ZWWw o uJ U�LLJw Ul U) V o ocrW C rwv pn cnosssecrwns rxvar.aw. C6.0 TOP = NV IN NV OL DL MASTER STORY 3.23-005-TRC Ex. WM SEVER (SW-5. SAM-6) ST-3 3.23-W6-TRC f3 'RES t LOT 1 NnO DOWN, I I I i 1 1 EXISTING HOLE SAN-5 $AN.S 3.23-006- RC TOP = 23.CO 1 INV OUT = 15.60 I I—LL23---- 1 I I I I I I I I I I I I I I 1 I I I I I I I 1 1 1 I I , I I I I I , I I I I I b I I " I I � I m I � 3 � I I I I I = I I g I I z I 1 I 1 la , I 1 I I I 1 I , I 1 I I I I LOT 2 I I I I I I I 1 1 i I 1 I I I I I I I 1 I � I I 1 I I i I i 1 I I 1 I I I I I I I 1 I I I 1 I I IABTS Q' --- H!, North$ 5 IjM W E I S « I® 1blh. I nl . b RII UTILITY KEY A) 2. DOMESTIC METER 6V OW tr 2- RP2 B7 CONTRACTOR B) 2- W BEND C) PROPOSED 2• GTE VALVE 0) SAMPLE PONE WATER E) 06TMG FlRE 11YORANT F) SETTLEMENT TANK O) OIL -WATER SEPARATOR SEWER STRUCTURE TABLE RIP CONNECTIONS TYPE S4N-1 2'*"Iry I7.]1 6' PVC SUR-26 SOUTH 4' ON "**LE M. OUT 17.21 6' PVC SDR-26 NORTWASi 74LF O 2.00X TO EK-SAN pl-yW 16.01 w 14.13 6- PVC --26 SON11WE5T 4' DIA MANHOLE M. OUi 14.03 6- M NORTH (03SOM) PIPE CONFLICT CON-1 STORM PIPE 0.64 F F OVER SANITARY SANITARY PIPE TOP = 16.06, BOTTOM 15.39 STORM PIPE TOP = 18.70. BOTTOM 16.70 ao �U2 UOf z_ aa�b fsT wz@ Q7C W� 8 m' unurrPUN C7.0 s• T Iw. LLLLL a• In. 'wlm o°ne�oi ��R,. � ew.. Is' Ewy CONCRETE WHEEL STOP srs a� (w,�P gal aRr„ 1. wa ItTlE16 swu ae ana nro r• w Irrglr. LEriFRe ME ro er YIRS t. rro wRroR a� ssN swu wsc fNntcrowrm (ewae[n¢ rnec) our ewlaraao wrn waR REilfLroOZED (m[w) .w° edmrR. x eorrw rv°nrw av sa sfwt wlr . frtucrasrm (rRcarmwc canon r.a &[rtFaMo wM 9A[l eovxR. �. onr sla emuara roa c�nl wRawc sR.e[. z Iclarr or scw s+wu er w .ccwwrcr wm smnav :.-tt a nc uwwi oR urlrowrn 1250.00 FINE ° "` coRma a crs cw co) F. S.]1fi 1955 nusx RW TYPICAL RESERVED PARKING aaor SIGNARaGE fTrpOa® rnwasorl x n,tN 55r9P e .fw. sautx PPONSfO N/ r/ett raNm FDCR wssrerr a' s• w+ VY ew rrN. save Is LINt) - =111= II=111-111 DII 11=11-ul_IfLn IIE °• s xom vs ew rnnrwm asc e• rzrrcrto TYPICAL STORM DRAIN CLEANOUT DETAIL Rrs � 11R am aes 1/4. wfi SIDEWALK/PAVEMENT STEP—UP DETAIL CONCRETE SIDEWALK DETAIL x.r.s. x.r.s. al,a rxarma met : Pwnnm mi.. e I. SOE°wN ARa CwnfYAK M PA9rtWe ]. Sldi CONC. 4alvNlrs AWv iRVY BI.RaRoS ro MRDr Po4rtrE eRNwoE x PRpLr it cvass sEwr oR ronc. w°xs m. .. wroacc awrxa .nwrs • wrr Ks raau ro sauu esm P1. x wlVnoE PRrllgaro fXPMSI:W Toler RrtRC awc. N°u .ears aloe. vats, ,wo onrN coat. xuExs. flfE[a ofSREe uWnr pp �� � rt-rEaW i 411rit'NID ia1 T. LL��11 x£rE o a alr low ® ❑ arl¢ Hart m an M.— TYPE H a'-o• _ I• a• 6' �.bYe Swa �b(nl Sq I c°z. vo. i. cane. PwY. • � •E.o. �a ' • � •flp. w+l ana Pnfnrm�° �b���fSRr Pnlnmtl bIM rM TYPE B TYPE D CURB DETAILS w— oar TRUNCATED DOME Nrs � � � v rRalc'arro Dour 00`�� 0000 0000 14� PLAN VIEW VMW am aWv�u wss orrzccac Naarrc suRr. x rrur ri`rzwa�aM% rl a rww. t. wars (aio mm mou CURB RAMP DETECTABLE WARNING more sw srs .'M 1tl76: nss sim ro ec wera oar. nosonnsrc TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING W. r. eN.rf suaf vwNwc swlcr swu er corawcuarsEr anEr4.o w eux Pwr .um swu ee vosrm wvo www.m INM ° PFAIMIENr, RATE G°oE Srw eL12Vo iNC wRRwaalLL Svvai of ACCL54Bt1IY, (w IIK fnPMW T°RarFi Br ox°am remer arr.• ar ecwws eora sua sues a.a cwnon sual cars swu nor er alsawen er . scr.nr rnwm w rar swrz wrncurta w°aoc svwss wsr e< scrxa uu wwsm w n¢amurr rrnf mr sawwms acarza er nr otwarNprt e< rwrmaaaria�E o. n oor R£aaR[a9a erW.Nwa aaatNo SwCE wpM /Rar. oOVIER ro cdru etrsmf alr nrn wvrr aRe'¢ HANDICAP PARKING STRIPING FOR MULTIPLE SPACES ors iE i� LL � UJ F- Z W L U u wLUUt �uj U)U < M " wow^ oCLMi OG w — r° — m vELLPv OR Rm I 1 ): .I --.I:. J00o P4 aalc. onvmn 1e• oarNrsref*i BOLLARD POST DETAIL C8.0 ,e 3 gF � A t i a i•R p@eRYR �aaagA y a � ,�► � °� � y � A o . Boa v m A b �� 5�aa40Y IV 10 Hill �$ tzBAla & 9 m Y $ e¢ u � a a Fag�a' a § AL 6 a Rp 0 a A 1 g°gg up R qQqQ pe [F ■yqt R �_ N 3 ! UTILITY DETAILS I � nweaus.se� n ai�i a roar s 1�ra PARK STREET aMERICAN CIVIL COMMERCE CENTER ENGINEERING CO. Y6e 9. Ma L�: II=IB 9,a6. MYI=1 lvla! 1000 STATE ROAD 70 E. OKEECHOBEE. FLORIDA 34972 '" I'01I '41-T0 an a� w�a a�a 11,all6z a; C 7 Y 1 � s� � A 3d 7 �� -' qY{k� 4KgY� •a i 4 alp o a� A ��� AI 7 �P 6 �{� r—"•-1 $8 � CR wR a ={{q:: •{ x4ggq� m a � f � � ` � �� ifs °�°� �aia�a; y �� {�{''• � � �� E � @d���f$���� Az •. �� r• �i - � ,yR gj3 E E Ir E��ap 1 ! � ii � c �ad�pRa= pe '� a � R� 2 � 4 R9R ! � � g f�d'3 � !�•: RQ 2 R iIj m a A Nix i VI O� g�RggggE� R fdp�� r � 'ie� RA FF d a o f a age o fs k"' l LN j = o0 � 6b ¢¢ R o N R e 'i 5§5z'•� gmKk o T§5§ 9 a -x{kkkr A §kkx A f i al S g a UTILITY DETAILS II �orvm v� o� PARK STREET AMERICAN CIVIL COMMERCE CENTER ENGINEERING CO. ei a. YDfl RD, MIL LI; 1prp. N YI01 1000 STATE ROAD 70 E, OKEECHOBEE, FLORIDA 71972 .:mrr - R' I10n °1-°0° mob« rear a >, a s i X X F b a F!" I:,� \II�11►�1111�1111�'11/III►�II��n►��1- ~�WIN I 1�w ►1 FIRE PLAN PARK STREET dift, AMERICAN CIVIL COMMERCE CENTER ENGINEERING ENGNEERNG CO. mrtwmac 1000 STATE ROAD 70 E, OKEECHOREE, FLORIDA 34972 d.� �1p'W' O L t•o IE� z g g� o s s b F'-1 . am ais'oicw.uon SIR ONi� PART 1 - GENERAL 1.01 WORN DESCRIPTION �< mom u M uon+c wra n a n<nm a wa�mwn 1.02 DELNERY. STORAGE AND HANDLING vvwr s�o[�> wn"�woea a�i[r� i m�Y+�m 1.03 MCUARANTEE 1.09 JOB CONDITIONS artiu m�Mv S �� I OS DUALITY CONTROL M� mvnnn • n �aAa ais m�.ol �m 1 06 ODANTITIES " aw T PART 2 Mir PART m 2.01 MATERMLS rr�iTrmu1lNbm�'o frr�M! nvm . IVR u�1Am wo M-s�<T- a_ _ri oo n xb ni � e =o -w ' a uM� vMr mrrm�usw �Xs"v'�'Ola�� r11v �r. M =W1. le _ i �va�Ln� atw<au w�ii i v'� aartn �[�an-: n;� uno+rut wmm �aar.�nvwaw � �wm'.mw ua owat. M Y�0. �H � marr�e¢� aria PART 3 - E.ECUTION 3.01 PREPARATION ulo0 Sao owmem6 aos�il[ � o:lAmnaAm"o"'mmum � � MM c m.�'u'a'rm�"w.°fci"<wr mrrat aR i uMmiic m now nor �"i wmo<dro'�"n IV Avw.a mn •<.. m a.< 3 0] BIRIAM • � �r nc� 3.04 SODDING Mr. mvmr m � ro a1s �ma aCc'�m� � rn wt dV i awu.1¢ comp. 3.05 AI FIELD OUALItt CONTROL ��r�actl 9 wYHtF mr- 1"�iur u� u < � �rwleMw�cCM vrvlGt �cVe Ivan ..a>N...�mWn.« 3.06 ADJUSTMENT AND CLEANING mOA Cv H�Msfu� n ®� Y�vu i I�v�wom�m��l M�L�i[� 3.07 TRANSPWRING OPERATIONS M �nu�wC�� �iV. m� �'rDMR[ SIR�I� �m�laln6 � �corp�r•�N6 E i AOOO mBARRIFR V�wliwoi Rmu J UJ K. wsvr e m or ca. FQ Q CC Q U JL My m maacly O M Q O^ LL¢< g I L TREE PROTECTION DETAIL LS2.0 PARK STREET OKEECHOBEE, LLC 603 East Fort King Street Ocala, Florida 34471 VIA EMAIL August 11, 2023 City of Okeechobee / General Services Department Attention: Patty Bumette 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 34974 Re: Park Street Commerce Center — Statement of Interest in Property Dear Ms. Bumette: On behalf of Park Street Okeechobee, LLC ("Applicant"), this letter constitutes Applicant's Statement of Interest in the following property (collectively, the "Property"): • Parcel #1: 2-15-37-35-OA00-00011-0000 • Parcel #2: 2-15-37-35-OA00-00009-0000 l'' t r is • Parcel #3: 2-15-37-35-OA00-00009-A000 0-1— _ "r • Parcel #4: 2-15-37-35-OA00-00010-0000 • Parcel #5: 3-15-37-35-0210-00010-0010 Applicant is purchasing the Property via that certain vacant land contract between Applicant (as successor -by -assignment to WGT, Inc.) and William R. Grigsby, Jr. ("Seller") dated September 2, 2022 (the "Contract"). Applicant intends to develop the Property into a commercial real estate project to be commonly known as the Park Street Commerce Center ("Project") consisting of five separate parcels (as more particularly described in Applicant's site plan and other related documents) with portions of shared common area infrastructure, including without limitation, roadways, drainage, lift station, utility lines, project signs, entrance features, outfall pipe, sewer connection, and all other real and personal property (or interest therein) intended by Applicant for the common use and enjoyment of all lot owners within the Project (collectively, "Common Area Infrastructure"). The Common Area Infrastructure will be governed by that certain Declaration of Covenants, Conditions, Easements, and Restrictions for Park Street Commerce Center ("Declaration") of which Applicant (or its assignee) shall be the "Declarant" under the Declaration. The Declaration shall include, without limitation, provisions addressing the design, permitting, construction, maintenance, and repair of the Common Area Infrastructure, and provisions for sharing of the costs thereof by the lot owners of parcels within the Project. All easements, water management system, and other rights related to the Common Area Infrastructure will be incorporated into the Declaration. Notwithstanding the foregoing, Applicant intends to dedicate certain items constituting the Common Area Infrastructure such as the roadways, lift station, sewer connection, and outfall pipe to the City of Okeechobee ("City"), the County of Okeechobee ("County"), and/or other governmental authorities, respectively. Applicant is hereby submitting Applicant's master site plan and preliminary plat for the Project in order for Applicant to obtain approval of said site plan, including multiple individual lot site plans and related special exception applications pertinent to Applicant or as jointly submitted by Applicant and a third -party future owner / user of a specific lot within the Project ("Co -Applicant," and as further described below, if applicable), and plat from all governing authorities, including approval of the vacation of any existing recorded plat ("Site Plan Approval"). Subject to Applicant obtaining Site Plan Approval, Applicant will enter into a development agreement with the City which shall grant Applicant all rights necessary to develop the Project. More specifically, Applicant desires to enter into separate development agreements with the C-tv for the following lots within the Project in order to develop said lot for the uses described below: • Lot 1: Express Car Wash Facility Page 2 Park Street Commerce Center— Statement of Interest in Property • Lot 2: Culver's Restaurant with Drive-Thru Applicant sincerely looks forward to working with the City to develop this exciting project and making a large investment in the City's future and that of its residents, local businesses, and others in the surrounding community. Please direct all questions regarding the Project to Scott Winch at swinch@kinghux.com and/or (386) 527-6729. Very truly yours, PARK STIJET OKEECHOBEE, LLC A Cc: Gary Ritter, City Administrator (via email) III�N� HII ltNf INIi IiIN ffNl INN fNll Hill INI (III Prepared By and Return to John D. Cassels, Jr. Esq. Cassels & McCall Y.O. Box 968 Okeechobee, Florida 34973 Parcel ID Numbers: 2-15-37-35-OA00-00009-A000 i-V 2-15-37-35-OA00-00009-0000'fi�.1 2-1 5-3 7-3 5-OAOO-0001 1-0000 2-1 5-37-35-OA00-00010-0000 3 -1 5 -3 7-3 5-0210-00010-01 10 3 -15 -3 7-3 5-02 10-00010-0080 3-15-37-35-0210-00010-0040 3 -16- 3 7-3 5-0210-00010-0010 WARRANTY DEED FXL_E NUM 2011_1i6UIIL 10,5-_y 01" 0K C1na6103 F'G 1345 SHARON ROBERTSONs CLERK. OF CIRCUIT COURT OKEECHOBEE COUNTY. FL RECORDED 06/20/2006 04:34:3E PM RECORDING FEES 18.50 DEED DOC 18r433.E0 RECORDED BY R Parrish P9s 1345 - 1346; (2p9s) TI EIS WARRANTY DEED made this OCV-day of June, 2006, between GREAT LAKES HOLDINGS, LLC, a Florida limited liability company, whose mailing address is 410 SE 2"a Avenue, Okeechobee, I-L 34974, hereinafter called the GRANTOR, to WILLIAM R. GRIGSBY, JR., whose mailing address 518 Bear Road, Lake Placid, FL 33852, hereinafter called the GRANTEE: ( Wherever used herein, the terms "Grantors" and "Grantees" include all the parties to this instrument, and the heirs, legal representatives and assigns of individuals and the successors and assigns ofcorporations). WITNESSETH: That the GRANTOR, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the GRANTEE, all that certain land situate in OKEECHOBEE County, Florida, to -wit: f PARCE_� L I (PER O.R.B. 527, PGS. 869-870): -I'HF: WEST HALF (W'/)OFTHE EAST HALF (E V.)OFTHESOUTHWEST QUARTER (SW 1/4)OFTHE SOUTHEAST QUARTER (SE 1/4) LYING NORTH OF STATE ROAD NO. 70 (FORT PIERCE ROAD), IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE FOLLOWING: i BEGINNING ATTHE SOUTHWEST CORNER OF THE EAST HALF (E '/2) OF THE SOUTHWEST QUARTER (SW 1 /4) OF I HE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 15, RUN NORTH 594 I FEET, EAST 186.3 FEET, SOUTH 594 FEET; WEST 186.3 FEET TO THE POINT OF BEGINNING. ALSO LESS THE NORTH 50 FEET WHICH IS RESERVED FOR ROAD PURPOSES. ALSO LESS: A STRIP OF LAND 7 FEET WIDE SITUATE ADJACENT TO AND NORTHERLY OF THE EXISTING 66 FOOT RIGHT OF WAY OF STATE ROAD 70, LYING, WITHIN THE. WEST''/z OF THE EAST'/2 OF SW 1 /4 OF SE 1 /4, SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST', LESS T'HE WEST' I 186.3 F'EET'T'HEREOF; CONTAINING .02 OF AN ACRE, MORE OR LESS. PARCEL 2 (PER O.R.B. 528, PGS. 1342-1343): ALL OF LOTS 1 THROUGH 12, INCLUSIVE, LYING NORTH OF NORTH PARK STREET (A/K/A S.R. 70 F/K/A FORT PIERCE ROAD) AS NOW CONSTRUCTED, IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED 1N PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3 (PER O.R.B. 528, PGS. 1342-1343): COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST ONE-QUARTFiR OF 'rHE SOUTHEAST ONE -QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE. 35 EiAS'T, THENCE RUN SOUTH 00" 18'26" EAST ALONG THE EASTERLY LINE THEREOF, 668.71 FE! T- "T'O THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 00' 18'26" EAST, 276.28 FEET TO THE NORTHFAST (.'C)RNFR OF PRICF-. ADDITION TO OKEECHOBEE CITY ACCORDING TO T14F PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17; THENCE RUN SOUTH 89°50'34" WEST, ALONG THE NORTHERLY LINE THEREOF, 336.76 FEET TO THE NORTHWEST CORNER OF SAID PRICE ADDITION; THENCE RUN NORTH 00' I T46" WEST, ALONG THE WEST LINE OF THE EAST ONE- HALF OF THE EAST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE - QUARTER OF SAID SECTION 15, A DISTANCE OF 273.39 FEET; TFIENCE RUN NORTH 89`20'47" EAST AND PARALLEL WITH THE NORTHERLY LIN E OF PREVIOUSLY MENTIONED SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER, A DISTANCEOF 336.71 FEET-ro-rHE POINT" OF BEGINNING. 13593-68289 WPU) Book603/Pagel345 CFN#200601 1065 Page 1 of 2 PARCEL 4 (PER U.R.B. 528, PGS. 1342-1343): THE ALLEY IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, LYING BETWEEN LOTS 1-6 AND 7-12. PARCEL. 5 (PER O.R.B 528, PGS 1342-1343: THE STREET KNOWN AS NORTHEAST 2Nn STREET (F/K/A CENTER STREET) AS IT RUNS EAS'1" FROM NORTHEAST 12 ' AVENUE TO NORTHEAST 13" AVENUE, PARTICULARLY LOCATED NORTH OF BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THL:REOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY. FLORIDA. PARCEL 6 (PER O.R.B 554, PG 338): ALL. "THAT PART OF THE NORTH 668.71 FEET OF THE E '/. OF THE E %z OF SW 1/4 OF SE 1/4 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS AND EXCEPT THE NORTH 50 FEET THEREOF. Subject to those easements in favor of Florida Power and Light recorded in O.R. Book 109, Page 983 and O. R. Book 23, Page 524 and matters contained on the Plat of Price Addition to Okeechobee City recorded in Plat Book 2, Page 17, all being in the Public Records of Okeechobee County, Florida. and said grantor does hereby fully warrant the title to said land, and wi II defend the same against the lawful claims of all persons whomsoever. * Singular and plural are interchangeable as context requires. IN WITNESS WHEREOF, the said GRANTOR have executed this Deed the day and year first above written. Signed, Scaled and Delivered in our presence (.rant Name) GREAT LAKES HOLDINGS, I,LC, a Florida limit bil' company BY:- D. RoberT Willson, Managing member STA'I'E OF FLORIDA COUNTY OF OKEECHOBEE: Signed and sworn to (or affinned) before me thiW day of June, 006, by D. ROBERT W I LLSON, as Managing Member ofGREAT LAKES HOLDINGS, LLC, a Florida limited liability company, who is person%ajllllye known to me. NO' AR PUBLIC/ i� Kann ATRI(X15 m m o n Print Na e: '�j, My Commiaeion D0211805 T Expire. July 11, Z*7 13593-68289. WPI31 Book603/Pagel 346 CFN#200601 1 065 Page 2 of 2 Jq,sa This Document Prepared by: Michael B. Johnson, Esq. MCCATHERN I MOOTY I GRINKE, L.L.P. 3710 Rawlins, Suite 1600 Dallas, Texas 75219 And send tax statements to: William R. Grigsby, Jr. 518 Bear Road Lake Placid, Florida 33852 Parcel ID No. R3-15-37-35-0210-00010-0010 Documentary Stamps: $875.00 !FILE NUM 2011006369 OFF E' K 00702 PG 1302 SHARON ROSERTSONr CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY► FLORIDA RECORDED 06/28/2011 01:50:19 Pm ALIT 125r000.00 RECORDING FEES $69.50 DEED DOC t875.00 RECORDED BY M Pinon Pss 1302 - 1309► Qpss) Asset No. 10216068706 1209 & 1221 NE Park St, Okeechobee FL SPECIAL WARRANTY DEED This Special Warranty Deed is dated as of the 23rd day of June, 2011, by the FEDERAL DEPOSIT INSURANCE CORPORATION AS RECEIVER OF RIVERSIDE NATIONAL BANK OF FLORIDA, whose address is 1601 Bryan Street, Energy Plaza, Dallas, Texas 75201 (hereinafter called "Grantor") to WILLIAM R. GRIGSBY, JR., an individual, whose address is 518 Bear Road, Lake Placid, Florida 33852 (hereinafter called "Grantee"). Grantor, for and in consideration of the sum of $125,000.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby GRANTS, BARGAINS, SELLS, ALIENS, REMISES, RELEASES, CONVEYS and CONFIRMS unto Grantee the following described real property known as 1209 and 1221 NE Park Street, Okeechobee, Okeechobee County, Florida (the "Property"): See Exhibit "A" attached hereto and incorporated herein for all purposes. This conveyance is made subject and subordinate to all easements, rights -of -way, encumbrances, exceptions, covenants, conditions, restrictions, encroachments, reservations, access limitations and all other matters filed of record as of the date hereof (collectively, the "Permitted Exceptions"), but only to the extent such Permitted Exceptions affect or relate to the Property, and without limitation or expansion of the scope of the special warranty herein contained, and reference herein to the Permitted Exceptions shall not serve to reimpose same. SPECIAL WARRANTY DEED — Page 1 Return To: Lawyers/Commonwealth Land Title 2400 Maitland Center Parkway STE-200 Maitland, FL 32751 Attention: Myrna H. Smalfl`,., File No. Book702/Page1302 CFN#2011006369 Page 1 of 8 TO HAVE AND TO HOLD the Property, subject to the Permitted Exceptions as aforesaid, unto Grantee, and Grantee's successors and assigns, forever; and Grantor does hereby bind Grantor, and Grantor's successors and assigns, to warrant and forever defend, all and singular, the Property, subject to the Permitted Exceptions, unto Grantee, and Grantee's successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof by, through or under Grantor, but not otherwise. BY ACCEPTANCE OF THIS DEED, GRANTEE ACKNOWLEDGES THAT GRANTOR HAS NOT MADE AND DOES NOT MAKE ANY REPRESENTATIONS AS TO THE PHYSICAL CONDITION OF THE PROPERTY, OR ANY OTHER MATTER AFFECTING OR RELATED TO THE PROPERTY (OTHER THAN WARRANTIES OF TITLE AS PROVIDED AND LIMITED HEREIN). GRANTEE EXPRESSLY AGREES THAT TO THE MAXIMUM EXTENT PERMITTED BY LAW, THE PROPERTY IS CONVEYED "AS IS" AND "WITH ALL FAULTS", AND GRANTOR EXPRESSLY DISCLAIMS, AND GRANTEE ACKNOWLEDGES AND ACCEPTS THAT GRANTOR HAS DISCLAIMED, ANY AND ALL REPRESENTATIONS, WARRANTIES OR GUARANTIES OF ANY KIND, ORAL OR WRITTEN, EXPRESS OR IMPLIED (EXCEPT AS TO TITLE AS HEREIN PROVIDED AND LIMITED) CONCERNING THE PROPERTY, INCLUDING, WITHOUT LIMITATION, (i) THE VALUE, CONDITION, MERCHANTABILITY, HABITABILITY, MARKETABILITY, PROFITABILITY, SUITABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE, OF THE PROPERTY, (ii) THE MANNER OR QUALITY OF THE CONSTRUCTION, OR THE MATERIALS, IF ANY, INCORPORATED INTO THE CONSTRUCTION, OF ANY IMPROVEMENTS TO THE PROPERTY, (iii) THE MANNER OF REPAIR, QUALITY OF REPAIR, STATE OF REPAIR OR LACK OF REPAIR OF ANY SUCH IMPROVEMENTS, AND (iv) ACCESS. GRANTEE HAS MADE ALL INSPECTIONS OF THE PROPERTY TO DETERMINE ITS VALUE AND CONDITION DEEMED NECESSARY OR APPROPRIATE BY GRANTEE. GRANTEE ACKNOWLEDGES THAT GRANTEE IS NOT RELYING ON ANY INFORMATION PROVIDED BY GRANTOR IN DETERMINING THE PROPERTY CONDITION. BY ACCEPTANCE OF THIS DEED, GRANTEE SPECIFICALLY ASSUMES ALL RISK, COSTS AND LIABILITIES OF WHATEVER NATURE ARISING OUT OF THE CONDITION OF THE PROPERTY. Grantee, by its acceptance hereof, does hereby assume and agree to pay any and all ad valorem taxes and special assessments pertaining to the Property for calendar year 2011 and subsequent years, there having been a proper proration of ad valorem taxes for the current calendar year between Grantor and Grantee. Pursuant to 12 U.S.C. § 1825(b)(3), the Federal Deposit Insurance Corporation is not liable for any penalties, fines, fees or court costs resulting from the failure of any person to pay any real property tax, personal property tax, probate or recording tax or any recording or filing fees when due. SPECIAL WARRANTY DEED — Page 2 Book702/Page1303 CFN#2011006369 Page 2 of 8 In Witness Whereof, Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: Witne s Signature J � �Q Printed Witness Name: D2 h re 0, /- L' 4: 5, Wi ss Si e PAfited Witness Name: _iNfn&-b �• BCL�,cd s� STATE OF FlOrjj COUNTY OF� FEDERAL DEPOSIT INSURANCE CORPORATION AS RECEIVER OF RIVERSIDE NATIONAL BANK OF FLORIDA i 12 ID - ATTaFZNE=Y IN I /1a I The foregoing 'nstgnWnt was acknowledged before me this AJOay of -3-u n 4 , 2011, by , of the FEDERAL DEPOSIT NSURANCE CORPO F RIVERSIDE NATIONAL BANK OF FLORIDA, who i ersonally known t e or who have produced --�— as identi ication. [Seal] NOTARY PL"BUCSTATE OF FLORIDA • ; Kathryn F. Swanson ' =Commission # EE047379 .,; $ Expires: DEC. 07, 2014 so>,v€n rxxn eTWrnc aoxntrro ca, ntc NOTARY PU LIC - STATE OF ` My Commission Expires: SPECIAL WARRANTY DEED — Page 3 U:\—Cases\Cases\Park Street- 10216068706-Closing DocsTlorida Special Warranty Deed.doc Book702/Page1304 CFN#2011006369 Page 3 of 8 EXHIBIT A Legal Description All of Lots 1 through 12, inclusive, lying North of North Park Street (a/k/a S.R. 70 f/k/a Fort Pierce Road) as now constructed, in Block 4, PRICE ADDITION TO OKEECHOBEE CITY, according to the plat thereof recorded in Plat Book 2, Page 17, of the public records of Okeechobee County, Florida. .YMt02 The alley in Block 4, PRICE ADDITION TO OKEECHOBEE CITY, according to the plat thereof recorded in Plat Book 2, Page 17, of the public records of Okeechobee County, Florida, lying between Lots 1 through 6 and 7 through 12, as vacated by Ordinance recorded in Official Records Book 359, Page 830, Public Records of Okeechobee County, Florida. 7,►I2 The street known as Northeast 2nd Street (f/k/a Center Street) as it runs East from Northeast 12th Avenue to Northeast 13th Avenue, particularly located North of Block 4, PRICE ADDITION TO OKEECHOBEE CITY, according to the plat thereof recorded in Plat Book 2, Page 17, of the public records of Okeechobee County, Florida, as vacated by Ordinance recorded in Official Records Book 359, Page 830, Public Records of Okeechobee County, Florida. Tax Parcel ID No. R3-15-37-35-0210-00010-0010 Commonly known as 1209 and 1221 NE Park Street, Okeechobee, Florida 34972 EXHIBIT A, Legal Description — Solo Page LAData\Commercial\Title Work\Prescient\Prescient - 1209 & 1221 NE Park St., FL GF# 22280037030orida Special Warranty Deed.doc Book702/Pagel305 CFN#2011006369 Page 4 of 8 Doc k 2010132265, OR BK 15269 Page 1125, Number Pages: 4, Recorded 06/09/2010 at 01:05 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $35.50 Prepared by: Renee Manic Araujo, Esq. FDIC Ease Cosa Temporary Satellite Office 7777 Eaymeadows Way Wert Jadmonville, FL 32256 (Lace 91aalt Above We Ltae(x Rot"diag laroragtbf) (Span abase tala rise aaat be at last 31xYet) LIMITED POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS, that the FEDERAL DEPOSIT INSURANCE CORPORATION, a Corporation organized and existing under an Act of Congress, hereinafter called the "FDIC," acting in its Receivership capacity or separate Corporate capacity or as Manager of the FSLIC Resolution Fund has acquired and will acquire certain assets for liquidation and has determined that it is necessary to appoint a representative to act on its behalf in connection with the maintenance and liquidation of said assets, hereinafter called the "Acquired Assets." WHEREAS, the FDIC desires to designate DWAYNE D. BARFELL as attorney -in -fact for the limited purpose of facilitating the management and disposition of the Acquired Assets; and WHEREAS, the undersigned has full authority to execute this instrument on behalf of the FDIC under applicable Resolutions of the FDIC's Board of Directors and redelegations thereof. NOW, THEREFORE, the FDIC appoints DWAYNE D. BARFELL as its true and lawful attorney -in -fact to act in its name, place, and stead, and hereby grants DWAYNE D. BARFELL the authority, subject to the limitations herein, as follows: (1) Sign, seal and deliver as the act and decd of the FDIC any instrument in writing, and to do every other thing necessary and proper for the collection and recovery of any and all monies and properties of every kind and nature whatsoever for and on behalf of the FDIC and to give proper receipts and acquittance therefor in the name and on behalf of the FDIC; (2) Release, discharge or assign any and all judgments, mortgages on real estate or personal property, including the release and discharge of the same of record in the Official or Public Records of the Clerk of any Circuit Court or any other official public records or registries, wherever located, where payments on account of the same in redemption or otherwise may have been made by the Linuted Power of Atiomey - DWAYNE D. BARFELL Page I of 4 Book702/Pagel306 CFN#2011006369 Page 5 of 8 OR HK 15269 PAGE 1126 debtor(s), and to endorse receipt of such payment upon the records in any appropriate public office; (3) Receive, collect and give all proper acquittance for any other sums of money owing to the FDIC for any Acquired Asset which the attorney -in -fact may sell or dispose of; (4) Execute any and all transfers and assignments as may be necessary to assign any securities or other chases in action; (5) Sign, seal, acknowledge and deliver any and all agreements, easements, or conveyances as shall be deemed necessary or proper by the FDIC attomey-in-fact in the care and management of the Acquired Assets; (6) Sign, seal, acknowledge and deliver indemnity agreements and surety bonds in the name of and on behalf of the FDIC; (7) Sign receipts for the payment of all rents and profits due or to become due on the Acquired Assets; (8) Execute, acknowledge and deliver deeds of real property in the name of the FDIC; (9) Extend, postpone, release and satisfy or take such other action regarding any mortgage lien held in the name of the FDIC; (10) Execute, acknowledge and deliver in the name of the FDIC a power of attorney wherever necessary or required by law to any attorney employed by the FDIC; (11) Foreclose any mortgage or other lien on either real or personal property, wherever located; (12) Do and perform every act necessary for the use, liquidation or collection of the Acquired Assets held in the name of the FDIC; (13) Sign, seal, acknowledge and deliver any and all documents as may be necessary to settle any action(s) or claim(s) asserted against the FDIC, either in its Receivership or Corporate capacity, or as Manager of the FSLIC Resolution Fund. This Power of Attorney shalt be effective October 26, 2009, and shall continue in full force and effect through October 25, 2011, unless otherwise terminated by any official of the FDIC authorized to do so by the Board of Directors of the FDIC. Limited Power of Anomry — DWAYNE D. BARFELL Page 2 of 4 Book702/Page1307 CFN#2011006369 Page 6 of 8 OR EX 15269 PAGE 1127 IN WITNESS WHEREOF, the FDIC, by its duty authorized officer empowered by appropriate t�olution of its Board of Directors, has caused these presents to be subscribed in its name this I day of June, 2010. FEDERAL DEPOSIT INSURANCE CORPORATION By: Name: MICHAEL CODVLEE Titic: Manager of Cust mer Service - Fast Coast Temporary Satellite Office 7777 Baymeadows Way West Jacksonville, FL 32256 Signed in the presence of, STATE OF FLORIDA COUNTY OF DUVAL On this T' day of June, 2010, before me, a Notary Public in and for the State of Florida appeared MICHAEL CODY LEE, to me personally known, who, being by me first duly sworn did depose that he/she is Manager of Customer Service, East Coast Temporary Satellite Office of the Federal Deposit Insurance Corporation (the "Corporation'), in whose name the foregoing Limited Power of Attorney was executed and subscribed, and the said Limited Power of Attorney was executed and subscribed on behalf of the said Corporation by due authority of the Corporation's Board of Directors, and the said MICHAEL CODY LEE, acknowledged the said Limited Power of Attorney to be the free act and deed of said Corporation. (PLACE NOTARY SEAL BELOW HERE) r t>won GUM Notary Pubii —�-- wm o�r�vp .31113 Printed Name of Notary: rrrrtrwrtrtartawa Commission No.: f�kZq 36! & 9 My Commission expires:Zb� 7/ 9W 1'i UmkW Power of Anorrcy - DWAYNE D. BARFELL Page 3 of 4 Book702/Pagel308 CFN#2011006369 Page 7 of 8 OR HK 15269 PAGE 1129 STATE OF FLORIDA COUNTY OF DUVAL On this R day of June, 2010, before me, a Notary Public in and for the State of Florida appeared — E (witness 91) and �.ur. ti I (witness 02), to me personally known to be the persons whose apes are subscribed as w1moss to the foregoing instrument of writing, and after being duly sworn by me stated on oath that they saw MICHAEL CODY LEE, Manager of Customer Service, East Coast Temporary Satellite Office, of the Federal Deposit Insurance Corporation, the person who executed the foregoing instrument, and had subscribed the same, and that they had signed the same as a witness at the request of the person who executed the same. [PLACE NOTARY SEAL BELOW HERE] Notary Public �, r2 Printed N e o��;�,,7rfC ye10n1Y0 o�one4le Commission No.: OD 3b'i3 Wocrv.2013 My Commission expires:JZ-i/!!t3 errsha+ittte3.�� , SI�yE Of fL01lIDA Circuit faun• Ouva1 county DU-0L COUNT of the 0t0p le a true t 111E U11DESS1 v CE ty the rtitlrin andS on Tteord and 111e Florida. DD NERE1 Oil as it appeall county. and cor,act coGy o1 the 15A ircult court of Bova lice 01 the Clerk 01 C Itccl. m lac is to lull l0ree and ° 01 Ctr uit Court all, Florida• and the same d and SO day Cter^y) Q , 0 20�V W1IMESS my this theme l day ovine. Honda. AIM FU�f ER ticks° County Coarls Clerk. Gtcuit and 1 rida oval �Un�' a O4 Oo4� `Clerk Limited Power of Attorney - DWAYNE D. 9ARFELL Pqe 4 of4 Book702/Pagel309 CFN#2011006369 Page 8 of 8 CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 TELE: 863-763-3372 FAX: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owners: WILLIAM R. GRIGSBY, JR. Mailing Address: 10282 Payne Road, Sebring, Florida 33875 Home Telephone: Work: Cell: N/A Property Address: Those certain 5 parcels of land referenced below totaling approximately 16.2 acres and located in close proximity to 976 NE Park Street, Okeechobee, Florida 34972 Parcel ID Number: Parcel #1: 2-15-37-36-OA00-00011-0000, Parcel 02: 2-15-37-35-0A00-00009-0000, Paroel #3: 2-1537-35-OA00-00009-A000, Parcel #4: 2-16-37.35-OA00.00010-0000, erd Parcel 45: 3.15.37-35.0210-00010-0010. Name of Applicant: Park Street Okeechobee, LLC and its successors and assigns Home Telephone: Work: Cell: (321) 704 - 2840 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS 1.3 DA OF 2023 WITTYESS OWNTTER WITNESS STATE OF FLORtDA COUNTY OF /` �� The foregoing instrument was acknowledged before me by means of lfphysical presence or _online notarization, this /J day of /i �G 10 , 2023 , by William R. Grigsby, Jr. , (Name of Person) who is personally known to me or produced as identification. nor p Notary Public State of Florida '10 > OA°`ge o sfic`Ie NOTARY PUBLIC SIGNATURE commission HH 454 Expires 0444Expires DO/20f2024 (Rev 4/2020) ��� Page 5 of 11 LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST y H_ ---- ii i I I I I �P .�,wl I 1 I I I •� I 1 1 I ' � r.StnRm L,wBmn I I I I i C 1 P I I I 131 I I I r rum ®�u. I I j i � mnwewn.r I r� I I 1 I 1 1 I nuvm�rwv,ru,0 P I I � L..1 1 I __________________ J_1------------ I wY+aOYe 2— ur�muw Rm ,r..lm TRNm uueP I I I I I I -- I �I I I 61 S I 1 S SI I I I Y � aar am�.n 1 3 I I I I 1 � pI it THIS BOUNDARY SURVEY ' i NAR.�.D II i i 1 i ' PARf.:<R Sp,EREE iLRic0 F IS FOR INFORMATIONAL PURPOSES ONLY AND WELL NOT BE SIGNED AND SEALED UNTIL THE PROPOSED PLAT IS p It RECORDED. 1 I I .ui mwenc rruauTwwu.lrr� I I I I I I I I I I I I I I I I , I I I I I .or_rwl — I 1 r .I 1 LEGAL DESCRIPTION: ILFFCNBBEE Ep N .. PLp pDn. SURVEYOR'S NOTES: x. TwsRAByLwpApr5J95'_LS;AS DruBVEDwnuPlER sx-I).ofplDor EAST ZONE NORTNAA¢LC.W DATUM W IwL )ol I MIUSTNEVIMADS)/tB11F AS ESTMLISNEDUswG IE.LL.TO¢ STRDEDTSROUGIIARIBUNDANR OFOF LP'w5Ug0f¢MS..LLLD M�CFS SNONN FIIFAEON ARBd �F ) c0U0.5CaP ipC suaV�CviwucifA!<�Brs ov iri[i 9uc�iIGCOmwsc uen6 Aup4u TTx[sC iAeucxc�wD�iE� BST0. ROBT II 6D PI�IpDM� rtEA4ENt'DYO OMlIB iI�RE PIWPEUP0.0NFR TIRE [ODG4RMEM.OIMION.OR E M�x0� O�4DED4OIUMSION WAS OBTAPRO PIOM OFBECHOBEE COUNtt PROPE0.tt APlP.VSER OEFICB ANO P. tt15LOCAT INROOD).ONP%PPx)NAelnrvlNxFRI)d.M.PANEL FSMKK'.NTIAv EPPF_DATE Oid:lwlf. BOUNDARYSURVEY _ _ - HIGHWAY 70EASTFL.re. DP wPpY Rr.f Fn OKEECHOBEE, FLORIDA 34972 n' acB LEGEND WA X SWOTSA RTSION —LS q KL ATDR Pon IUl YDRANTMA p &L BASFIxNE NAIFA VALVE CUNB dLEi IJONi roLE m SANRA0.Y MANNOLE m OUT.V.CN00. e IroNE PEDESiK )Ev ,rtien a R.ERuc ndrno.Neox F1ERUC SERVICP b% O BOLI.SPD n pPOPFP OF[V0.VATMP GRAPHIC SCALE �w DISH- io (wTSNDEO DISPLAY SCALE xa"S]E') CERTIFICATION: PA iR v TNnT iNF, n nnCHPD SURVEY IS iwUF. nNn cORRECTTO DuuFtia Alv R)gwLEBGE ANUDP1px'An0 TNATRSf[Eis TI¢Si WnRDi OFPMCRCESEtiORIBY PIAPreBe ri nncx'�Arrenii.iinolm: wntimsliuiive coDE. P PENVROPTN¢POLLOPANOPARTRSOm.v D ! PARAsrREErOREECNOBEE. uc. M1 .t ASSOCI� S. mC RPWPEADOA SIIRVEYOR.WDNAI ucmafEM. ]P BS W`' ..ASSOCIATES 4 SB SLAND SURVEYING SERVICES BByn o' 9 pLaGa ��G�3CC�4 C�OG�G�CG3C�C C�C[�4�G� `9 A REPLAT OF PRICE ADDITION TO OKEECHOBEE CITY, AS RECORDED IN PLAT BOOK 2, PAGE 17, AND UNPLATTED LANDS; LOCATED IN THE SOUTHEAST 1/4, THIS SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST; OKEECHOBEE COUNTY, FLORIDA PLAT ACCEPTANCE OF DEDICATIONS- OUA: CERTIFICATION OF OWNERSHIP & DEDICATION: E ONEECDNEE V Rry AUTHOR h HEREB ACCEPTS ME EODADNS N RLSERVATINS ' _ AS STATED AND SHOMI HEREON A11O HEREBY ACCEPTS ITS MANTENAEE MUCATRRJS TA SLE . RADA N Sn4E K STATEO HON ERE. _ CdNtiY O .ECNOEE pA@0 THIS _ DAY . LOCATION MAP: PARR STREET DEECHOBEE. LLC. A FLORIDA FARED LIMIUTY COMPANY, THE OWNER OF ME AMA -DESCRIBED LAD. BY BS DULr ELECTBD MµEBY AGER, .11 HEROEOMM AND RFTI SERVE E FOLLOWING: -ESS------ _----- - NEW;__BY: LEGEND; GA EJnERurrt (DI D SEUE)MU � THE DRVNAGE. IITILRY, SANG- SEWER, AND PDLAME WATER EASEMENTS AS SHOMI HEREON. ARE MORE FULLY OEFMED W THE JdM INYFND FOUND RIOOT ii¢LL'TRCEACOTRD OE0.AM@IN OF COENµTS. CNDRIOMS, F EYEN@, AND RESTRICTIONS FOR PARK STREET MMURKE C.EITER, RECORDED W THE PUBLIC PRINTET FUME PRMIETU NAME %FNTK ­TUR DA. O- INDEX OF PAGES: RECORDS 01 ONEECHOOM COUNTY, LORD PG PA A. B .M 5 F.A FL- QUA ACKNOWLEDGEMENT: P.O B. POW O BREW WNG sEE1 T - GOER vOE STATE OF FLda. gIEET 2 - 51{E1CN OF PUi 1 CROSS ACCESS FAScMEW AS SHOMI NFAEDx, IS MORE FULLY OEF➢IED W THE CECIAMTpN OF <OVENNIIS. Cd1dIWN5, EASEMENTS, D.C. CIII ESTRN;MRS FOR PARK STREET CDNFN H CENTER. ECORMD IN THE PUBUC RECORDS OF OKEECHOBEE COUNTY. FLOW. CQUNry OF dtEEMOSEE NAFFFPR US WCRµE'CN L PCTLEUCIH TABULAR DATA: THE -OF-WAYS. IRACT • MD TRACT 'WAS SHOWN HEREON, OF NOR@FAST - AVENUE AND NORTHEAST 3N0 STREE. ARE HEREBY REFIRE NE THE TNOfflSDxED AUNDR°Y. PERSONALLY APPEARED, CB CH11D BEMNG EO C1DRD tlS'_ O BE LOT I - I,SBI ACRES z DEOIUTEO TO ME PUBLIC. fN INGRESS. EGRESS. UIIURES. ORAIFMCE, MO OTHER PURPOSES NOT INCONSISTENT MT1 T1L5 DEDICATN µRI INOVIWAL DRESMIBED W1MD WHO EXECUTED THE FOKODING'CEME OR— RT°TCATE OF GEMATDN. RESERVATON µD ME ME PERPEIUN MAINTENANCE OBUGATIN OF ME CM OF OKEECHOSEE, OFFECHMEF WARY, F. AND E .11 ACDUOWLEOGED BEFORE NE NAT HE EXECUTED SAYE. IN -1 OF THE N : NWRNG fIY. L01 2 - 2155 ACRES S ME ROADWAY TRACT AS SHW'N NEEM. 15 DESIGNATED FOR FUTURE DEDK M1H TO TE PUBLIC, FOR FVGRESS, EGRESS, U@RffS, EW i/2" A. tMESSOFFEECILOBE Ott AND OT DRANAGE AND OTHER PURPOSES NOT IWI NSAFTENT MIN THIS MIXGUDH AND NEERVATDN AND SHALL BE IE PERPETUAL W WTENANLE MINESS 4Y THUD OFFICI4 SEAL AT dtEECDBEE COUNTY. FIODM iH15 MT LOT ] - 2.115 ACRES i M SET FRN k [AR, SEAWED "BSA LB BI55" ME OTY O OKEECDBEE. NEECHNOF COUNTY, FLORIN UPON IEOIUDN (AT A UTW DATE). THE CURRENT 4NNIENADE LOT { I 151 ACES i OFF—By w1C OE UTON or SAND �IDNS, WY. DY.___- COMMISSION EXPIRES: W SET` NM k pp( RESINVI.S FOR PARRDSAREEI COYNEHCE CE EN. REOUR.I OF Ott.EC` .ILO 4x I,AI®En •ARM SIR LB 9155" LOT 5 - I.a90 AMES z L�DRLMAm TRArHe DTM, PUBLIC. STATE O FLORIDA AT vREz. ■ SET 1/2' FROM ROD W/ AUTUMN d5C STORYWAIFR @ACT -AS SHOWN EI-, ARE FORE -1 OEFINED W THE DECWGTON OF COVENANTS, TA.1 'A = D- ACES t -UNM ER TRACT ­.O DTARx STAMP: TAMPED S"R4 BS4 W .1.15". dkfSS F ..... D,ED EC CONOIDNS. EASEMENTS. AN RESTRICTIONS FOR PARK $IREEI COMMERCE CENTER. RECORDED IN ME RECORDS OF '.ACT 'S" - 0- ACRES k MINTY. RORIDA F 0.0T -A TENT O DOOSPORTATdI ROADWAY TRACT = 0.]B6 ACRES 2 I M RAIOH AD FARE MAY E aMEB CLERK OF CIRCUIT COURT: IS. PLAT mO D DEIIMIUTdI THE LIFT STATION AND FORCE MAN EASEMENT SHORN HEREON, ARE HEREBY -MD W ME ONEECDBEE UTIUIY AFRORRY, FOR S SECTOR OR SiORYWATW TRACT 2.02] A­2 -SMD CGRF55, CONS@UClION MD PCRPERML NUNIEWNCE OF FACa111Lt OFSAq LUR S_ MD WE fOEE YAW. STAN OF FLORIDA T TOMSNIP COUNTY OF fIKEENOME B.C. DRAINAGE EASEMENT D. .-A STOR°°ATER OEM MEDECLIRAFOR OF COVENMTS. CONDITIONS. EASEMENTS. AND RESTRICTIONS FOR PARR STREET COMMERCE CENTER, IS RECORDED W THE TRACT ].3T9 AWES Y D. aRYMT. GLEE E CTFY COURT AND COMP O OEENOBFE Pt PUT CORKIT PA_ E-M OF .ECNOBEE COUNTY. RORIDA MR1, ON T¢ LOMItt, MAT T95 PLAT wA5 iREO FOR FILED W xE--- AR.A IL50 KHOYN AS AY OF --- 2 PAGRO PARK STREET ONEODOE, TLC. A FLORDA WILCO LIA0IUN' COMPANI DAY O __.._________. 302] W PLAT BOOR _� PAGE PRN POMEMMT RERRMCE MODUEW F.P.- FLORA POKED R AU.. BY: WTNESS MTRESS.- LEGAL DESCRIPTION: .ERAO D. BRTMT; OERI O EaAT CO RT AND CdM@EIER: NENNEE CGNT. RIJRIDA A PARCEL OF LAND DREUONG ALL OF ME FROM ADDITION TO OKEEMOME att. AECd1ONG TO 4ANAGtRS PRMIEU NAME PRDED NAME PRINTED N•AE ACCEPTANCE BY CITY COUNCIL: ME PUT THEREOF, AS RECORDED IN FLAT 50OR 2, AT PAGE IT OF THE PLV311C RECORDS OF dOECNOBEE CdWTY. FLORIDA AND A FORTDN OF THE UNPUITEp LANDS OF EAST HALF OF THE STATE OF RADA SOUTHWEST NE -QUARTER (1/a) OF THE BROWAST ONE-OUARTEA (1/4) OF SECTOR 15. -11 OF ORENOBEE -.1 31 SOUTH, RANGE 35.11. UKEEMOBFE COUNTY, FLORIDA. BEING MORE PARIICUUNLY DESCRIBED AS I -DEDICATION ACKNOWLEDGEMENT IT R HEREBY ERT M THAT THIS PUT HAS BECUJ OFlIDALLY APPROAEO FOR RECORD BY COWEIE AT ME SO INNESI CANER O ME SNMEASI NE -WARIER (1/4) CNN@ OF I- TILE aT COUNCIL FOR TE Ott OF NE.OBEC. RMDA. THIS _-_ 0. O SECTION 15. TENE NORTH 8919'2I" EAST ALONG THE SOUTH WE OF SAO SPCNN 15. A STATE. O RdNDA _____ 2023. NO DEIELOPYENT RIOITS ME WARTED SOLELY BY ME CENTN COUNTY OF OMEC EE DST.. OF Ba0.10 FEET; HENCE MONTH W11'14' EST, A DIS1µCE OF R9.2J FEET MO RECORDHG O NUS PLAT. ALL PURNASERS ME RESPONSIBLE FOR OBTAWWG MY 10 A PONI N THE NNM BEFNE YE. THE UDERSIOMED AUTHORTY PERSONALLY APPEARED, ___..____. FUJMOER OF PARN STREET DKEaNMM-.A MEESSARY SLATE TH LOCAL PERMITS FLUES MO AN ABANSES PRIOR TO F MMUEYFST. ET FRO , R TL TES PUT CNSTDNU ABANDONMENT N MOBLEY STREET WHIN RINT-OF-WAY UE OF STATE ROAD TO AS PER RMDA DEPARTMENT N @ANSPNTATN FLNIMUMREDUABUTYCONPANY. TO W IROWN TO BE ME W°MWA 06CRIBED W µD WD EIRTUTED ME HDREOORG CERIIFlCATE °F SM E1 ESE STHEEI PRESENTLY LIES EAUL MOW AND UUSE TO W RE PLAT O PRICE ADO LEY RIGHT-OF-WAY YM SECTION 91020-251A MO THE POINT Of BEONMNO; pEduiDN, MO HE DULY ALINOWLCOGEO BEFORE ME THAT HE EXECUTED SANE AS SUCH OffCCR FM MO W aalAtF Of 5Wf THIS REPEAT vML VACATE ALL RINK MO USE TO THE PEWOUAY PUTTED uOBLEY NEJE ENiWE xNTH OOIi 1{- NEST A INSTANCE OF 524 21 FEET CNPANY. SIEE1. NEKE SOUTH B9'19'1O NEST, A DISTANCE OF 1... FEET TO A PW I1 N TE NEST WE OF APTNESS AIY HAND AND .-ML SEAL At OKEECHOBEE COUNTY. FLOODA 1WI 111E °EST HAF (1/2) OF ME EAST HALF (1/2) OF ME SOUINEST NE-NARIER (1/4) OF ME SAMWAST NE QUARTER (I/1) OF SAD Y 1RN IS. THENCE NORTH W11'11" NEST ALONG SAID MIT UK. A OSTME OF 615.M FEET TO A ROWT DIARY PUSUC. S1ATE OF RNIDA AT BARGE N A LANE PARALLEL MTN A O SD.00 FEET SOUP, OF TE NINTH ONE O ME SOUMEST NOTARx SUMP NE -QUARTER (F/1) O ME SOUTHEAST NE-OUMTER (1/4) OF SAID SECMNI IS. YY CN4ISSDN E%WRES :_ THENCE NNM B9'@'10" EAST ALONG SAID PARALLEL LINE. A DISTµE OF 6T2.02 FEET TO A PONT ON THE EAST LINE N SOUMAEST ORE -QUARTER (I/4) OF ME SOUNUST NE-OUMTER (1/1) OF SAID, SE"N IS. ACCEPTANCE OF DEDICATIONS- CITY OF OKEECHOBEE: PENCE SOUTH 00'18'W EAST ALONG SAID EAST WE, A DISTANCE O 895.52 FEET EO A POINT N ME WSIFRLY ENEENSIN O ME NNMERLY RIGHT -OF -FRAY UNE OF NNMEAST 2D STREET: STATE OF RADA THENCE HNM 119'38'Ja" ESI ALONG SAID WESTEN' EXRNSDN. A DISTANCE O I6.J1 FEET 10 Ott N NEFNNEE. COUNTY O NEE. - THE NITERSECTN MM ME ESIEPLY PoNT-(-WAY UNE O NORTHEAST IDM AYF.NUE FOREET LNCOLN STREET PER PUT BOON 2. AT PACE 11 OF ME PUBLIC RECORDS O ME att OF NCECHOBEE ERM1 ACCEPTS ME DE@C.ATNS N RESWVATNS AS STATED AD SHORN HERE., AND HEREBY ACCCPTS .EENOBEE -TY. ROHIDA III MANINMCE DBUGAII.S FOR SAME AS SFAMU EEL. THEME SOUTH 00'9622" EMT ALONG SAID WESMEY RINT-OF-WAY LINE. A DISTANCE OF LOB. SA THIS OAT O 2O2J FEET TO THE DRN TENT -OF -WAY ONE OF STATE ROAD 2O, DA@D _ . THENCE SNIH 89'4932' EST ALONG SAID NORTH RI W-O-WAY ORE. A FRS O A62.16 FEET TO THE POINT OF BEGRAIM. RUNI __- _ M1E1S SAID LADS LTxG IN NEECNODEE Fd TY. FLORIDA AND CONTAINID 16.151 AWES NOTE N LESS. ppW@D FAK MRIN- NAYS DNUNG R. WA@NO SR. SURVEYOR'S NOTES: NAYN.attI.- INGS SHOW HEREON ARE BASED ON GRID FORM, AND ARE EFEREHED TO ME ""'A ST ATE ONENORMLANE COOWASYSTEM. EAST ZONE. NM ANEWEAN DATUM OF 1N3. eon ACKNOWLEDGEMENT: M. -ExT. THE BEARRD BASE rN TANS SURREY IS TE I.. NNE OF SECTION 15. TOMIJSNRP 37 SOUTH. RAPE 35 UST, SAD ONE BEARS NORM 19'19'21" EAST AND ALL OTHER STARE OF ROBIN EAWNO, AE REUTAE THERETO. C.- O OREEG,OBEE ,E --A@S 9IOYN WK. ARE REFERENEO TO ME RADA S I( RARE COORD TE BE,— 4E. THE UNERSDEO AUTHODrv, PERSOALY APPEARED. DFRAID R. WA@OD JR. MAYN OF ME MY N NEECNDBEE. TO E SYSTEM, EAST ZONE NORTH MERICAN DATUM E 1803. 2011 ADJUSNENi (NAOB3/1011 ), AS MOWN TO DE MC INOMDUAL DESCRIED W AND MIO E%ECNED ME FOREGOING CER°FNG OF EDA i . AND THEY EACH ONLY ESTHUSHED USING RUL-TIME NINEMATG GLOBAL PMTFORNG SYSTEM (RAN WS) SKYEY AMNMhEDGED BEFORE ME THAT TREY EXECMED SAME. A, SUCH OHCERS F. AND W 81H E SAID CNPDRATION. WANDOS. ALL dSTANES SHOMR HERE. ARE IN WILL U.S. SUFU Y FEEL. FATNESS MY HMO AND OFFDML SEAL AT NEECDBEE COUNTY. FLORIDA, THIS _ PAYE 2023. BUILDING SETS— SHALI OF AS APPROVED BY ME Ott OF .EENOSEE. FI.NIDA. DIARY PU-. STATE E FU- AT LARGE. bV ; NIB PLAT, AS RECNED IN US NAP- FORM, IS THE OFFI NPDTN O ME OF COMMISSION EXPIRES: LUBOMWD LANDS ESWWED HEREAD RILL ARILL IN NO CIROUNSTMCES BE SUP " ­ ' ED IN AUIHNER WAWRC OR BY MY OTHER DRUM FORM OF THE PUT. NEE MAY BE ADDITNAL A ESTR T S MAT ARE, HOT RF,,_' N NIS RAT THAT MAY BE FWD W THE PUBLIC DOMMO R. WA@ND .AT.; °AYH, CITY COMVCa ATTEST; LANE BARDIu -_-- Gtt CIFRR: Gtt N OREEGDBFE, F,-A CITY ATTORNEY: STATE O _DA COUNTY O NEENOBEE IT IS HEREBY CERTIFIED MAT ME FNSONG PUT IS APPROVED AS TO F.N. BT: DATE: JdL J FUYERO' OFF ATTORNEY. CITY OF NEEN09EE ROMA ME UNDERSIONED. APTH FEE k FEE ANY RC CNPDULY IIONSED INNHE SI- . RNIOA DOES HEREBY CERIIh M 1, AS OF ME _____ DAY OF 202] (A) INE RECORD TITLE 10 THE LAND AS MSCMBEU AND SHOW HEREON IS W ME NAME OF PARN STREET ONEECDEE, LLC. A IMNFA, INFRED U RITY COW ME ENTITY EECUTWG ME DEDRATN. (8) PRiSUMT TO RMDA STA111@ 197.192 AL TAES HAVE EEN PAID THRWN ME YEAR 2022. ETYALL S NOT SAFFSFED OR UM E11HO ME LAND D IMIRIED .-AAXD E AS FOLLOv I. D MDF G FS ME RECORED. R1 °ATE.___-___ _ FEE k FEE. PLLC A00 NR 2D ST." OKEEMOME. R 34922 / CITY SURVEYOR: ; SM`R STATE OF RADA CANT' OF NEENOME IT IS HERESY -MD MAT UIIDERSICNED SURVEYOR AND YAPPER MILT UCERSED W TIE STATE OF FLORIDA HAS RENEIACD THIS RAL FOR COEO LAITY APTH THE REQUUTNS OF CHAPTER 117. PART 1. RORDA STAIUTES- BY: DATE: PFRN C NAME, _____- PROESSDNAL SURVEYOR AND YAPPER RNIDA LICENSE NUMBER _ SURVEYOR'S CERTIFICATION CONRECI REPRESENTATION O A SONNET MADE UNDER MY RESPONMBLE WREN AND SUPERMSIN; MAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOEEDGE AND BRIEF: MAT PERIMENT REFERENE MONUMENTS ACCORDING TO SECTN 1(9). FLORIDA STATUTES, HAVE BEEN PLACED AS FROUWEO By LAW. AD THAT PERMMNT CONTROL POINTS AD MONUMENTS uSET CCOROTM --ME, POTHEIED(DFRN NM ME REOURED SMPROVEMFILORIDA STATUTE WILL 0EENTS. AD�URNER, MAT TSURVEYAT CPUES M ALL THE AVES' SRCNIRNERI; O aIMTER ITT, FLORIDA STATUTES. AS HERDED CITY ENGINEER: STATE OF FLORIDA WNAD E. BANES A, PLAITIK SURVEYOR EEIMEE CgUN11 OF NSTATE i T SE OF RRNIDAEN USC ND.ITD2u I / - \ / \ HEREBY GENTLED THAT THE FOIOOx PUT IS ARPROAEU / \ / N AS TO FORM. I FNGWEER I I G1Y 0.ERN I IgKY BY: ____..._ ___--____ DATE:_ PRIDED NNE:- PROTESSNNAL ENGNEFR RADA UCENSE HVYBER SHEET 1 OF 2 PLamm LOUR EV g(D)WHC�G E A REPLAT OF PRICE ADDITION TO OKEECHOBEE CITY, AS RECORDED IN PLAT BOOK 2, PAGE 17, AND UNPLATTED LANDS; LOCATED IN THE SOUTHEAST 1/4, srAEa t°mGA CWR1Y K ONEEtl1GGEE „» s ____ SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST OKEECHOBEE COUNTY, FLORIDA _---__ o gl9 eJLa a �.r 'w JL I NIS 'Al»AS W..I FG EnR RECG D AT I. P4°23 .WU UIILT rtE� EU W PAGES �q — -- I €I5 I slw I I J3� --� --6 3-- O__ �E�� -- O-- j —_ O-- µ�—_—.»O.:L E Q ---0 — e�°,uin +own G. IXrcARr GIFRit M-CcauRf—_- I �nn.rtn�u, ' O GEwtt conk » urnm•E ]nse• a� .A `• I i „' _ a„ m>•s.mI-___ -------------- _--y __ r-°� +I ,.»� • , �• ,.»m m I - — — — — — . 1 n I m,um,. '� urncw. I 'I W i I ilFE I ,_,•w.� �� s i I I rt ,uw» J �� I i • I �QIO�nsro rownnm, n �I °> ¢ cc :I � 14+2 I I Rgz 6 1 8 I $� � F-- I !,� I I R� u...,.., i � I `^ J MQ 11 1 Iv � � I I I I ■{� ■ ■ l ________________________ 4 _____________ ,. > n , L_--_-_ F s �° € d G$•� 1¢3 I I .,.,w .,,e� �jI- 11 I �p5p I u q I x , sC:sg a j i A- ! — L I I I f I S I — — — — — — — — — — — — — — — — — — — — ------ — — — I I I en•,w - MTaI�SEWE0. EA]SflIEM TAULF." #=­'_TL1'1E GRAPHIC SCALE — — 'IM,RG�WnwATxnu SHEET 2 OF 2 — e r r=' fifi.. w a `^flu^ j 1WGe SOFT F r ! Existing Parcels Amw 4—rRM@_- -- O.A08 �C Mel 5 1 3-15-37-3"210-WIA-M10 (34288) c ' _2902} EASEM' + N TO SR 3 a 2-I5-37-35-A.•AA-NA11-4000 32903i � -- M411 gmil FUTURE _ `00 FU 1 T 1? � -.. _ 1 OU'PAACCEL " � Parcel Det. _ aka a ibR �- lot 1 - parcel 1,2,4, & 5 lot 2 parcel 4 & 5 lot 3 - parcel 2 lot 4 - parcel 2 &3 lot 5 - parcel 3 roadway tract - 2,3,4, &5 stormwater dry - 2,3, & 4 stormwater wet - 2 &3 N.T.S. 3 �g �n w� F— Z t- w W W wvo �w W W U) C) `1CC" 0-m- O$ I ,Gusto ,Exhaust.'+' �*�► + .z t�A ice. �' .. i •+'�� ` �� IL S. les+ de Cristo i J , r A- ophy.Gatnrsft- � + s . `place le's cooking+ . RaceTra,c yAB{.C' -ii�ne Wine & Sp its . LPtk�p - thobeei And Beauty Hoss Mc Kinney Beauty! eAon • N66t 61 .. +Sth YONNA�S.60L �»9I,mynutt AND L BRADOR_ / r ,athA Inum - �, 'T t�E�3i� •4, m Zkee obee eedlpv m as fiesta Hampton Inn 5 Bravo Suym.,kets, + /Okeechobee Wke. x .Auto Carts A a � `. � _ �• af''�t ��» . Park Street Commerce Center Master Storrs System Storm Report by AMERICAN CIVIL ENGINEERING CO. Q Joe i � N • y O` t No. 84698 •• S 1 f1l15ddd`d John A Fyerbert IV, PE #84698 5/24/202 ' American Civil Engineering Co. Stormwater Summary Park Street Commerce Center 5/24/2023 SJRWMD #: Basin Size: 16.65 AC (Total Site) Special Basin Criteria: Lake Okeechobee (+50% treatment over standard SFWMD criteria) Wetlands: #56-00002-M Bluefield Ranch Mitigation Bank Hydraulic Soils: Manatee #6 Type B/D (77%), Immokalee #11 Type B/D (23%) Impervious Area: 0.05 AC existing, 6.80 AC Total Impervious Area Treatment Volume Required: 1.5 " over basin or 2.5" x % impervious plus 50% Peak Design Storm: 100 Yr — 72 hr Pre vs Post Discharge: 5-133 Basin 15.6 cfs/SM for 25YR-72HR storm or 0.36 cfs, proposed 0 cfs Pond Volume: Dry Pond 4.938 AF (22 Top, 17.60 Bottom) , Wet Pond 4.07 AF (20 Top, 15 NWL) Pond Recovery: 72 hours Seasonal High Groundwater Elevation: 14.50 elv. (See Geotech Report) FEMA: Zone X (12093C0480C - 7/16/2016) Slopes: 4:1 Dry pond Maintenance Berm: 10 ft Fencing: No fence proposed I r, WOO � � � i ` v . ,,,►±ds,�n4 w ••� „ "a �iltatT►:;n;: ft Er , .... PV. Kil1t1A'j[ BC.I"f it t+H (' `Ifs► N' L N � 27-1 ; ; • • 1 w M .: '� �'` �,_ -�+'. _ . •'. � . r r {�► i tkrw."�.,1'.*r I :Ike American Civil Engineering Co. Site Location / Existing Conditions: The project is 16.65 acres in size and located on 1000 East S.R.70 in the City of Okeechobee, Florida. The site is currently undeveloped apart from an unoccupied house in the back northeast corner. A man-made drainage swale has been cut through the center of the site emptying into Taylor Creek in the north. Several isolated wetlands are present on the property. Topography of the site flows from higher elevations in the east to lower elevations in the west, ultimately discharging north into the creek. During geotechnical investigations organic muck layers were discovered in portions of the site (approx. 27%) that correlated with higher water tables relative to the borings without muck. Proposed Conditions: Project proposes four individual commercial lots and city -controlled roadway created with master stormwater. Lot 1 (1 AC impervious) is proposed carwash, Lot 2 (1.5 AC impervious) is Culver's restaurant, Lot 3 & 4 have no current planned development but are still allotted 1.75 AC of impervious area each in the master system. The proposed roadway is allotted 0.80 AC of impervious in the same shared system. Water Quality: The site requires nutrient loading be met for Lake Okeechobee basin and includes 50% additional treatment volume over the standard requirements. SFWMD criteria of 1" over basin or 2.5" over percent impervious area (less roofs & wet ponds). The system is designed to exceed the required 2.13 AC -FT of dry retention over the basin providing 3.58 AC -Ft before discharging into the wet pond. All required treatment is met within the dry pond, additional treatment is provided in the wet pond further surpassing the requirements. Water Quantity: Rainfall tables used from SFWMD regarding the 10 year — 1 day (5"), 25 year— 3 day (9") and 100 year- 3 day (10") storm events were used to set the final elevations of roads and buildings via ICPR routing simulation. The proposed storm system maintains the 100 Year storm event with additional freeboard. No outfall is proposed. No Outfall — 100 YR — 72 Hour storm No Outfall — 25 YR — 72 Hour storm No Outfall — 10 YR — 24 Hour storm Dry Pond (elv) Wet Pond (elv) 21.57 18.95 21.30 18.09 19.76 15.53 Min Road Elevation = 19.76 provided min. road elv = 20.56 American Civil Engineering Co. Water Discharge: No discharge is proposed, all storm events held within proposed storm system. System Recovery: Drawdown of the storm pond was performed using a 3-day recovery via groundwater with percolation rates at half rate given in geotech report. The dry pond holds 3.58 AC -FT at elevation 20.95 before discharging into the wet pond at the rear of the site for attenuation. The required treatment volume of 2.13 AC -FT recovers within the required 72 hour simulation with total recovery in 72 hour window equaling recovers 2.32 AC -FT Operation & Maintenance: Lots 1— 4 will be owned and operated by separate entities. The proposed roadway, storm easement and rear pond will be owned and operated by City of Okeechobee. 'Dry ',,, Stage I Storage - Stage 17.6 37,464 0.860 0.000 18.0 41,429 0.951 0.362 19.0 45,499 1.045 1.360 20.0 49,670 1.140 2.452 21.0 54,134 1 1.243 3.644 22.0 58,598 1.345 4.938 Rear Dry Pond Design Wier Elevation = TOP 20.95 ft Treatment Volume Provided = 3.584 ac-ft Wet Pond Stage I Stora gp- Stage (ft) 6.0 Area (sf) 7,866 Area (ac) Volume 0.181 (ac-ft) Notes 0.000 7.0 8,677 0.199 0.190 8.0 9,534 0.219 0.399 9.0 10,440 0.240 0.628 10.0 11,401 0.262 0.879 11.0 12,423 0.285 1.152 12.0 13,519 0.310 1.450 13.0 28,332 0.650 1.931 14.0 33,541 0.770 2.641 15.0 38,878 0.893 0.000 Waterline (2.641 AF vol) 16.0 44,343 1.018 0.955 17.0 49,929 1.146 0.000 18.0 55,619 1.277 1.212 19.0 61,409 1.410 2.555 *20.0 Outfaln Pond 70,882 1.627 4.073 TOP Ccnviie, cc I 9» 49 o Srnpern :ous 93 6.8W Drainer! Pervious tTvpe 8 Soilt 40 Root Sub-Toti! ON b8 -o;. •': 13.940 t9G 03 6.S6C Total Site 16.65 Time of Concentration 41'/v Assume Minimum 15 minimum for all basins Basin Area 16.65 AC Impervious Area 41% 6.80 AC 1 1" over the development 1" x16.65 AC 1.420 AC -FT Add 50% 2.09 AC -FT 2 2.5" over % impervious area 2.5" x 41% x 16.65 AC 6.8 AC total Impervious 1.42" AC -FT Add 50% 2.130 AC -FT Impervious Area Accounted Lot 1 1.00 AC Lot 2 1.50 AC Lot 3 1.75 AC Lot 4 1.75 AC Roadway 0.80 AC Total 6.80 AC American Civil Engineering Co. PRE -BASIN MAP I=30NJl6Jr/Z[rl r 2 1 OOPOO QOPAPG-7C@ QVUG w17__,>� GRAPHIC SCALE U @ LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST IMATCH LINE "A" FROM SHEET 3 ------------------------------ ------ -----> y- _-------- m - - - - =T- j I I I I I I I I I I j IMP -- i 7-.. �I r. .__,T. T_ .I. f T I - -- L 1 5S BOUNDARY & TOPOGRAPFBC SURVEY HWY 70 BAST BSM 1 -a,- ►. American Civil Engineering Co. P 0 S T - B M A P! s + LO7 3 2.363 AC � o I 'SOFT ROAD EASEME f-- 20FT STORM EASEM NTH r y 2 2.142 AC ¢ o F • 1.39� AG � a ra n i 1 ✓ I ° O�, 9. ;® DRYPOND 2.023 AC- - - SF. ---_--_ -- .. 1 - '. ..T •- 1lII 3 'LOT 2 LOT-1 OT3,4,5SIGNAG- ELEVAT BASED ON WD 58, BASE ELEVAT PRDDDED BY BSN a ASSOCNTES myw SPECVDIM u— ASSP>.L� RFAyE/'CDNC FINES BASE: ORADNO NWES m Rxnu rmr a+um, uO nuFuim V '� [ma �_ vnAR� uo TE rMnOil �. IIruOa NL Pnu®.ru seNm..nN. avNNI..N.mF sew.. o.uM FNp} aN Nip Pipe-nl Nv art-,e.n ,•M3fr�%InY su%w-i,.n PF.-Rf INv x+t,.n �T??4 sa P-� isi Pq.-111 wvw �a,t Poe-Ixl Nv oVr•ta+o F=T PV Pq,e-ror rN our.,azs aRM•M58 uNP. oee FTP3 Pp -HI INVN •,).1, RW xOLe suMP • n.m Pp. -In INVN-n.n of°OT. Pro.-rn ry our.,)oz s)n, FooT�o.o su�Aw-iaw Pw-rn INV W-,ase Pw.-m Wva,r+,ase y.;y fOON:°`D RM •,0.xa Pa-nol'�INv-our-,sa F 1T-- Pen -(el WVW-�116 Ho. -HI wv a,rt• u,e RM•,aTe sooT�ipo PRe.lsl iNviNa`+aW Ppe-nl Olu oUf • fe.aO RIM •,L,e rgiEs RW • ,e, e PIP.-nol Nvw•,an Ru+ KE�6 RM-1a60 Pen-1„ 1 NVIN•u.n F T— Py. Nun. .. u.. :b0e Fqe-Izl x .n Oasx Pb-H7 v- xts oaox Pp-IEI x x,a.M asox Pb-rol 3a• ADO 010R ro.-m r+3, 6x,R Py.-m x.• x,zn o.xaz R.-rol z•• m.se a,ox Pk--('-) 1r 4— s.ma Pq-I,tl ,C 1 axex F'n muuW FDOT miv.0 mA0.5 NP Mam North W E 5 02 ?: Z �wR4 w� 6ol t Ir LLI Z�Z aW W LU W U CC LU CL M O U C5.0 L 0.866 A& ST-4 s-3' \N I + LlFrPUBLIC LIF7 DRY POND W o AM 1.9 2.023 AC < yJ 9 c? c� AN-6 -5 s T Ir. WON ADD VALUMIKUM DISC Pi (E) -=40 M--r D 1p� DSM LD "I,* , T .1.111744) E: 715S50.0 ----------------------- ------ ------------------------------------------- MI, IM221 HMN �S SECTION A North W4E s ST- 10 -11 — z < a LLI z 0 Lu Z m LLI Luol cc 0 Ud LLJ <Ml CL 2 0 g C14.0 �a 6 ° Z � O r a � m WETSTTORM POND PLAN o PARK EET AMERICNCIVIL EN=INEERING CO. / COMMERCE CENTER American Civil Engineering Co. FEMA MAP tW L FC10 C)RFG-gJGEW )9W W H ► : �er:sr:�v �> .:1wi• ' � fir' 1i� r �, *� �,;� . � ,sv,. , , .: �, , -rncr sa�,K•ili+tlirr.^ktry *. .•�°' �;. . R" JR. P `,,_ + �,b 7bitt itai *I.t�yt"cx+COR+Ci'MJfrJ.c; *; .. * 1+3!. iwLrik.t"iHCii'NtlHVBiFNH . ¢ *„ y p IW if i, Now— ,� •, g — - • 9(ICUC' 9G'�U1V R{ NtiiFiiL. w++CN+ Ri iDFfiAn' CNiU 9U(]HO4ML+3 lb LFW R M/X3 ILi Yll r. •wM + �� r L z tii�• cA Qfi.Cillf Fp+/><.i+ ' ',; �► Il'IY1D''riDlRo®1, Y w ' °�►i f .fix a�yctiLeUn•uwwlwas.vcrua�ge R Oh"JOHWOE%rtH Yt, nmawro �"` :. �• .s a'yl„ ' s ,,. .f.-`_ fir' - a ` art GW a '- �' +rt � �' '� '`} �E .. iM, ' 'X `: ff,{}R` M' L'hw {•; V.,1fli7 �iL"tt:'hMiANq �y r ai' - r N[ V i-! 1^i bF�i'�QV ✓1fS'1Nt V'aYMill '][tl041r08RLTJIA- �+" :•� , a , # . * '4 y x': n [Bla.a Ri ' ' .r+t Fu'a� RNI+ vnf+lalaK ua jr� '�" * ' .4a w< r Ic.•fa�J:�;7iv;Earl.. �lufb [i{1 glfrfi){�;tEc'- '1 1hi. '' _] ,` i3liili d{i7Nli1 floHNriIIC•:UM+ILRI'a(Yd4 N: :tuac 'AU :X ,*4vfw,*4mw 1&_BWH/ (1 �_.. _� ._._ 1•� >•� / X$UGllr,)M3i.[L)G[IJ-WV7NV lHAI{ 1.1 C.+dOCvol. 9UYLt American Civil Engineering Co. SOIL MAP 4 {t: 5 y,o � �s 4 s 4 ! f� a * f USDA SOILS SURVEY 6—Manatee loamy fine sand, frequently ponded, 0 to 1 percent slopes 11—Immokalee fine sand, 0 to 2 percent slopes PROJECT: 1000 State Road 70, Okeechobee, Florida American Civil Engineering Co. ICPR Node Max Conditions [Recoverl �x Stage` ` MiM' �' Max"it Max Surfia rge [ft] Delta Stage Inflow [cfs] Outflow [cfs] Area [ft2] Node Max Conditions FScenarioll Stageng Max Total .. ..- jWow [cfs] Outflow a POST WET 100YR-72HR 20.00 18.95 0.0010 15.34 0.00 64129 POND Post Dry Pond 100YR-72HR 22.00 21.57 0.0010 47.00 10.97 56689 Pre- Node 100YR-72HR 20.00 14.00 0.0000 27.00 0.00 0 POST WET 10YR-24HR 20.00 15.53 0.0003 5.46 0.00 42298 POND Post Dry Pond 10YR-24HR 22.00 19.76 0.0010 23.63 0.00 48646 Pre- Node 10YR-24HR 20.00 14.00 0.0000 7.23 0.00 0 POST WET 25YR-72HR 20.00 18.09 0.0010 8.46 0.00 58643 POND Post Dry Pond 25YR-72HR 22.00 21.30 0.0010 40.69 6.65 55482 Pre- Node 25YR-72HR 20.00 14.00 0.0000 22.73 0.00 0 Scenario: Scenariol Node: Post Dry Pond Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 15.0000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH323 Peaking Factor: 323.0 Area: 13.9400 ac Curve Number: 68.0 Impervious: 0.00 DCIA: 0.00 % Direct: 0.00 Rainfall Name: Comment: Scenario: Node: Hydrograph Method: Infiltration Method: Time of Concentration: Max Allowable Q: Time Shift: Unit Hydrograph: Peaking Factor: Area: Curve Number: % Impervious: % DCIA: % Direct: Rainfall Name: Comment: Scenariol POST WET POND NRCS Unit Hydrograph Curve Number 15.0000 min 0.00 cfs 0.0000 hr UH323 323.0 2.7120 ac 72.0 0.00 0.00 0.00 f Scenario: Scenariol Node: Pre- Node Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 45.0000 min Max Allowable Q: 0.00 cfs I Time Shift: 0.0000 hr Unit Hydrograph: UH323 Peaking Factor: 323.0 Area: 16.6500 ac Curve Number: 58.0 % Impervious: 0.00 DCIA: 0.00 % Direct: 0.00 Rainfall Name: Comment: 1 Node:Groundwater Scenario: Recover Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 14.50 ft Warning Stage: 14.50 ft Boundary Stage: Year Month Day Hour Stage [ft) Comment: Node: Scenario: Recover Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 20.95 ft Warning Stage: 23.00 ft 17.60 0.8600 37462 18.00 0.9510 41426 19.00 1.0450 45520 20.00 1.1400 49658 21.00 1.2430 54145 22.00 1.3450 58588 Comment: 3 Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 15.00 ft Warning Stage: 20.00 ft 15.00 0.8930 38899 20.00 1.6270 70872 Comment: Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 17.60 ft Warning Stage: 22.00 ft 17.60 0.8600 37462 18.00 0.9510 41426 19.00 1.0450 45520 20.00 1.1400 49658 21.00 1.2430 54145 22.00 1.3450 58588 Comment: Scenario: Scenariol Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 14.00 ft Warning Stage: 20.00 ft Boundary Stage: 0 0 0 0.0000 14.00 0 0 0 72.0000 14.00 Comment: 4 Percolation Link: L-1 1 Scenario: Recover Surface Area Option: Vary Based on Stage/Area From Node: Recover Table To Node: Groundwater Vertical Flow Termination: Horizontal Flow Algorithm Link Count: 1 Perimeter 1: 1152.00 ft Flow Direction: Both Perimeter 2: 1602.00 ft Aquifer Base Elevation: 5.00 ft Perimeter 3: 2216.00 ft Water Table Elevation: 14.50 ft Distance PI to P2: 50.00 ft Annual Recharge Rate: 0 ipy Distance P2 to P3: 100.00 ft Horizontal Conductivity: 7.500 fpd # of Cells P1 to P2: 50 Vertical Conductivity: 6.500 fpd # of Cells P2 to P3: 50 Fillable Porosity: 0.250 Layer Thickness: 3.10 ft Comment: 1/2 the perc rate for FS D.. Dry to Wet Downstream •• Scenario: Scenariol Invert: 16.50 ft Invert: 13.00 ft From Node: Post Dry Pond Manning's N: 0.0120 Manning's N: 0.0120 To Node: POST WET POND ,=aWGeometry: Link Count: 1 Max Depth: 1.50 ft Max Depth: 1.50 ft Flow Direction: Both - ■ • • Solution: Combine Default: 0.00 ft Default: 0.00 ft Increments: 0 Op Table: Op Table: Pipe Count: 1 Ref Node: Ref Node: Damping: 0.0000 ft Manning's N: 0.0000 Manning's N: 0.0000 Length: 538.00 ft • • • FHWA Code: 0 Default: 0.00 ft Default: 0.00 ft Entr Loss Coef: 0.00 Op Table: Op Table: Exit Loss Coef: 0.00 Ref Node: Ref Node: Bend Loss Coef: 0.00 Manning's N: 0.0000 Manning's N: 0.0000 Bend Location: 0.00 dec Energy Switch: Energy Pipe Comment: Weir: 1 • Weir Count: 1 Default: 0.00 ft Weir Flow Direction: Both Op Table: Damping: 0.0000 ft Ref Node: Weir Type: Horizontal r _ ll[j"'es' ry=; ...... Geometry Type: Rectangular Default: 0.00 ft Invert: 20.95 ft Op Table: Control Elevation: 20.95 ft Ref Node: Max Depth: 2.00 ft Discharge Coefficients Max Width: 3.00 ft Weir Default: 3.200 Fillet: 0.00 ft Weir Table: Orifice Default: 0.600 Orifice Table: Weir comment: I Drop structure comment: Scenario: Recover Run Date/Time: 5/24/2023 11:28:42 AM Program Version: ICPR4 4.07.08 General Run Mode: Normal Year Month Day Hour [hr. Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 K6 Year Month Day Hour [hr) .,T J#gretne. loll Surface . I Su ce Hydraulics 0 0 . . . 9 . Save Restart: False 0 Resources & Lookup Tables 0.0000 1 15.0000 Rainfall Folder: Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: 5 Impervious Set: i�pU. � t 4�'�h�a��33✓%�v�F�?,��,`zw3a.'�.'.���S ,k�M. ��'k�4.� .� x �.r. ra .x-a9 �'��i. 6.: .�.Y� Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Comment: IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —SFWMD-72 Rainfall Amount: 0.00 in Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1 D): Energy Switch (113): Energy Simulation, 01 • zr ,q Scenario: Scenariol Run Date/Time: 5/24/2023 11:28:49 AM Program Version: ICPR4 4.07.08 General Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output Time Increments Hydrology 0 10 10 0.0000 1 15.0000 Year" Month 'dime ncr'R-f fill Unit Hydrograph Folder: Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Rainfall Name: —SFWMD-72 Rainfall Amount: 10.00 in Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: Scenario: Scenariol Run Date/Time: 5/24/2023 11:28:59 AM Program Version: ICPR4 4.07.08 Run Mode: Normal Year Month Day Hour [hr] 7 Start Time: 0 0 0 0.0000 End Time: 0 0 0 24.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output Surface Hydraulics 0.0000 1 15.0000 Year Month Day Hour [hr] ime Increment [min] Restart File Save Restart: False Resources & Lookup Tables Rainfall Folder: Unit Hydrograph Folder: Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: 8 Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances. Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Rainfall Name: -SCSII-24 Rainfall Amount: 5.00 in Storm Duration: 24.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): 9 IComment: Energy Switch (1D): Energy Scenario: Scenariol Run Date/Time: 5/24/2023 11:29:01 AM Program Version: ICPR4 4.07.08 Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 [0 10 10 1 0.0000 1 —1-5.00-0-01 Surface Hydraulics 10 10 1 C) 1 0.0000 1 15.0000 1 Save Restart: False Rainfall Folder: Unit Hydrograph Folder: Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Comment: IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —SFWMD-72 Rainfall Amount: 9.00 in Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy 10 American Civil Engineering Co. RE VEjR,Y O• O 21.00-. - US Node Elev - Wetting Front - GWT atX=0.00 GWT at X = 0.50 ^_0.00 GWT atX=1.10 GWT atX=1.70 GWT atX=2.31 19.00 - GWT at X = 3.51 --GWT atX=5.02 GWT atX=6.52 - GWT atX=9.53 18.00 - GWT at X = 12.54 -GWT atX=18.56 Y GWT atX=24.58 GWT atX=30.60 17.00 GWT atX=36.62 GWT atX=48.66 16.00 -GWT atX=60.70 - GWT at X = 75.75 GWT at X = 90.80 -GWT atX=105.85 -GWT atX=120.90 15.00 - GWT at X = 135.95 GWT at X = 151.00 14.00 -� 30.00 40.00 50.00 60.00 70.00 0.00 10.00 20.00 Time [hrs] I La American Civil Engineering Co. UEO"TECH REPORT Headquartersa" AAkk IkAf ENGINEERING 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando IJ AW AND TESTING 723 Progress Way Sanford, FL. 32771 Workspace Collective Adam Ramsay 603 E. Fort King Street Ocala, FL 34471 Re: 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p Dear Mr. Ramsay: Mailing P.O. Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A. # 5693 KSMengineering.net December 30, 2022 As requested, KSM Engineering & Testing has performed a preliminary subsurface investigation at the referenced site. The purpose of this investigation was to determine the general nature of the subsurface conditions at the subject property and to offer preliminary guidance on the development of the property for its intended use. Presentation of the data gathered during the investigation, together with our geotechnical related opinions, are included in this report. Scope of Work and Professional Service Agreement: The scope of work and the agreement to perform a geotechnical exploration was provided by KSM's October 27, 2022, proposal to Workspace Collective, in care of Mr. Adam Ramsay. The agreement was signed by Mr. Ramsay on November 4, 2022 and was returned to KSM thereafter. Summary of Findings and Conclusiorib The following is a summary of the principal findings and conclusions that are contained in this report, based on the results of KSM's subsurface exploration and analytical laboratory testing: • Within the depth of exploration, the property was underlain by generally weak (very loose to loose) near surface layer of granular material with an organic content varying from less than 5%, which is the typically accepted limit before a soil is considered problematic for construction, to 10.9%. When inherently problematic soils were encountered they were typically at the surface with an estimated thickness of 1 foot however several borings encountered problematic soil deposits to depths ranging from 1 to 6 feet below grade. Below the organic layer deposits of loose to medium dense cohesionless fine sand underlain by loose to medium dense clayey/silty fine sand were discovered. • The recorded depth to the surface of the groundwater body was very shallow and KSM 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p Tr OIL t ENGINEERING Z%FJA L AND TESTING • The discovered subsurface conditions are expected to negatively impact the development of this property in that creation of a stable subgrade for support of the proposed dwellings and roadways will be difficult due to the combined effect of the expected shallow position of the groundwater surface, the excessive organic content and weak nature of the upper zones of soil. Specifically, we anticipate that the excavation and backfill of near surface organic deposits and the compaction of very loose subgrade soils may be difficult due to the shallow water table position. Consideration should also be given to scheduling the earthwork operations to be performed during the seasonally dry winter and spring months to decrease the amount of anticipated dewatering that will be required. • The installation of buried utility lines (i.e., stormwater piping, water supply lines, power lines, and telecommunication lines) are likely to involve excavation of trenches below the groundwater surface. Accordingly, dewatering of the trench excavations is likely to be necessary to enable the installation to be performed in dry conditions. • Given the existing weak nature of the subgrade soils, the foundations that support the new structures on this property should bear at elevations that are as shallow as practical, in order to contain the stress transmitted by the foundations within the compacted engineered fill soils that will be placed during the mass grading operations. Monolithic slab foundation systems are generally better suited to this situation than are conventional shallow spread footings and a separate slab -on -grade systems. The nature and extent of earthwork methods that would best suit this property will depend to a great extent on the details of the proposed grading and drainage plan. The development of the land into a retail development would benefit from the raising the land surface above the existing landform, by installation of structural fill, in order to enable the streets and structures to be supported above the seasonal groundwater levels, upon engineered fill materials. This report offers preliminary recommendations that assume that the landform will be raised a height of not less than 5 feet above the existing land surface. Site Description: Location & Physiography — The project site was located in Okeechobee, Florida, on State Route (SR) 70. At the time of the investigation, the site was found to have a generally flat topography. Vegetation on the site consisted mostly of light ground surface cover vegetation and many trees. Project Description: The following information is based, in part, on our review of the Conceptual Sizing Plans for "Park Prime Retail (22.10.10)" and "Plan Park Street Commerce Center (12.14.22)" by American Civil Engineering Co. Due to the preliminary nature of this project, it is our understanding that the development site plan has not been finalized. Please contact KSM to provide the most recent plans, so we can make any adjustments and review this report accordingly. Overall Development — It is our understandinq that the proposed site may be developed with 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p IV 019 ENGINEERING 1%IJIVIL AND TES4'11ING for the purpose of stormwater management on the site. Typical pavement areas will consist of driveways and parking areas. The Scope of KSM's Study Included 1. Performed soil borings within the approximate limits of the proposed structures and pavement areas, as well as in the proposed pond locations. 2. Measured the encountered groundwater level at each boring. 3. Reviewed the soil samples and field soil boring logs (by a geotechnical engineer) in our laboratory and assigned analytical laboratory testing to selected samples. 4. Performed the assigned analytical laboratory tests on the selected soil samples. 5. Evaluated the discovered subsurface conditions with respect to the construction of the proposed structures and roadways. 6. Prepared this preliminary report to document the data that was gathered, to present our findings and to present our preliminary recommendations. Site Investigation: Limitations — The preliminary opinions and recommendations are based on the discovered subsurface conditions in the locations of the performed tests. Subsurface Testing — KSM's site investigation program consisted of performing the following tests: • Twenty-nine (29) Standard Penetration Test (SPT) Borings, terminated at approximate depths ranging from 10 to 15 feet below the existing ground surface, were performed within the limits of the site. • Fifteen (15) Hand Auger (HA) Borings with corresponding Static Cone Penetrometer (SCP) Soundings, terminated at an approximate depth of 6 feet below the existing ground surface, were performed within the limits of the proposed pavement areas. • Two (2) SPT borings, denoted as PB, terminated at an approximate depth of 20 feet below the existing ground surface, were performed within the limits of the proposed stormwater management areas. SPT Borings — The SPT borings were performed in general accordance with procedures described in ASTM D1586. HA Borings — The HA borings were performed using a bucket auger tool to advance the borehole and to return disturbed samples of the soils. The drilling was performed in general accordance with the procedures delineated in ASTM D1452. SCP Soundings — Execution of a SCP sounding consists of pushing a thin steel shaft, with an 1000 State Road 70 IV C L /' ENGINEERING Okeechobee, Florida >M 011% AND TESTING KSM Project #: 2210339-b&p attached proving ring with a calibrated gauge. The value of the bearing pressure exerted by the cone point has been correlated with the relative soil density. The relationship of the SCP reading to the relative density is listed in the table below: Static Cone Penetrometer Relative Density Static Penetrometer Reading Very Loose or Soft <15 Loose 15-40 Medium Dense 40-70 Dense >70 Soil Classification — The field soil boring logs and recovered soil samples were transported to KSM's office from the project site. Following the completion of the field exploration activities, visual and tactile examination of the soil samples was performed by a geotechnical engineer to identify the engineering classification of the soil samples that were obtained in the field exploration. The visual classification of the samples was performed in general accordance with the current United Soil Classification System (ASTM D2487). General Subsurface Soil Classification Summary — The following table outlines the general subsurface conditions encountered during our investigation. Refer to the boring logs and location map for specific information regarding our interpretation of the field boring logs. Generalized Soil Profile Approximate Depth Below Grade Feet Discovered Subsurface Conditions Variable near surface soil conditions include: • Very loose sand with organic material (problematic soil 0 to 5 deposits) generally within 1 foot of the surface however some borings revealed problematic soil deposits to depths of 5 feet below grade; • Very loose to medium dense fine sand 6 to 15 Loose to medium -dense fine sand, slightly clayey/slightly silty sand, and clayey sand Observed Groundwater Table — Following the completion of each soil boring, the groundwater was allowed to attain an equilibrium level and the approximate depth to the surface of the groundwater was measured from existing ground elevation and recorded in the field log. The typical observed water table was encountered at approximate depths ranging from at or above the existing grade to depths of 5.3 feet below existing grade. These values were recorded at the time of investigation, which took place between the dates of November 21, 2022, and December 15, 2022. 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p Analytical Laboratory Testing: IV 011 ENGINEERING Z%IJ&ri AND TESTING Natural Moisture Content — Testing was performed in general accordance with procedures described in ASTM D2216-19. Fines Content — Testing was performed in general accordance with procedures described in ASTM D1140-17. Organic Content Tests — Testing was performed in general accordance with procedures described in ASTM D2974-20e1. Analytical Laboratory Testing Results Boring Sample Depth (ft) Soil Description Moisture % Fines ova Organic Content % B-1 2 Gray Clayey Sand 19% 24% B-3 13 Brown Clayey Sand 22% 29% B-9 6 Dark Gray Slightly Clayey Sand 26% 5.2% B-10 2 Dark Brown Sand with Organics 34% B-11 6 Light Gray Sand 24% 1.2% B-19 6 Gray Slightly Silty Sand 35% 5.5% B-19 13 Gray Clayey Sand 25% 23% B-22 2 Gray Sand 17% 3.1 % B-24 2 Dark Gray Sand 34% 3.7% B-24 13 Brown Clayey Sand 2% 33% B-25 4 Brown Sand 31 % 4.9% B-26 1 Dark Gray Sand with Traces of Roots 27% B-29 2 Brown Sand 22% 2.5% B-29 13 Brown Slightly Clayey Sand 29% 11 % HA-2 1 Dark Gray Silty Sand with Organics 47% 7 9% HA-9 1 Dark Gray Silty Sand with Organics 45% 12% 8.00r'3 HA-12 1 Dark Gray Sand, Slightly Silty with Organics 49% 10.9`.'/0 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p T&P 0Ik t ENGINEERING 1%BJJLVi AND TESTING Analytical Laboratory Testing Results (Continued) Boring Sample Depth (ft) Soil Description Moisture /o o Fines o /o Organic Content % PB-1 3 Light Gray Slightly Silty Sand 27% 5.8% P13-1 5 Grayish Brown Sand 24% 3.7% PB-1 10 Grayish Brown Sand 25% 2.2% PB-1 12 Gray Slightly Clayey Sand 23% 9.8% PB-2 3 Light Gray Sand 25% 2.0% PB-2 5 Dark Gray Sand, Slightly Silty 24% 11 % P13-2 7 Light Gray Sand 25% 0.6% PB-2 12 Gray Clayey Sand 22% 33% PB-2 16 Light Brown Clayey Sand 27% 19% PB 2 18 Light Gray Clayey Sand with Shell 13% 12% Based on the information obtained from this site investigation, we are pleased to offer the following evaluation: Limitations — Due to the preliminary nature of this project, KSM recommends that additional testing is performed within the development features once the final locations are known. The following information is preliminary and based on the initial conceptual site layout and may not correspond to the final design site layout. Seasonal Groundwater Fluctuation — The following table indicates the recorded measurement taken from the existing grade to the encountered groundwater table for each test location along with our estimated depth normal wet season water table and normal dry season water table depths (below existing grade) for the test locations. The measurements were taken after the borings were performed and the groundwater table was allowed to stabilize. Estimated Normal Season Groundwater Table Fluctuation Test Location (See Location Plan) Depth (feet,') Below Existing Grade Measured Encountered Groundwater Table Estimated Normal Wet Season Water Table Estimated Normal Dry Season Water Table PB-1 1.0' 0.3' 3.3' P B-2 2.4' 1.0' 4.0' 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p TIF 0Ik t ENGINEERING i% FJ AVIL AND TESTING featured deeper groundwater surface depths were likely to have been drilled at locations where the land surface altitude was above boring locations that featured shallower groundwater surface depth measurements, or that the range and depth of the water table elevation may be affected by the proximity of man-made or natural drainage features. Accordingly, as part of the design phase geotechnical studies, KSM recommends that the land surface elevation of the borings be surveyed to determine the approximate altitude of the groundwater surface, at the time that the measurements were made. Using that data, KSM can provide a more precise estimate of seasonal groundwater levels. Dewatering — Given the normal wet season groundwater surface level estimates, and assuming that KSM's estimates of the height of the fill stated in the "Project Description" section is accurate, it is KSM's preliminary opinion that the position of the groundwater table is unlikely to affect either the design or the installation of the shallow foundations that will support the dwellings constructed on this property. Conversely, KSM anticipates that the earthwork stage of site development will require the compaction and/or excavation of soils located below the groundwater surface. Additionally, excavations that are made to install buried utility lines could also require excavations below the groundwater surface. Accordingly, the earthwork contractor should recognize that temporary dewatering of excavations that penetrate below the prevailing groundwater surface will be necessary to allow the earthwork operations to be performed in dry conditions and plan his operations accordingly. Analysis and Opinions: Fill Suitability — Based on the discovered soils in the locations of PiB-1 and PB-2, KSM offers the following recommendations on the suitability of fill deposits that will be used to rough grade the property in preparation for the installation of the roadway and utility networks and for the construction of the individual dwellings. • Fine sands deposits, which feature less than 5 percent "fines", are considered to be best suited as a structural fill source because they drain freely when excavated below the water table and are not as moisture sensitive as material that contains higher fines. • The slightly clayey/silty fine sands containing between 5 and 12 percent fines, .are suitable as structural fill, but may require extra effort to be properly moisture conditioned and compacted. These soil deposits drain fairly well but will require more effort than the fine sand deposits above to create optimum moisture conditions in order to avoid compaction issues. Thinner lifts not exceeding 6 inches in loose thickness may be required for placement and compaction of these soils. • Clayey and/or silty fine sand deposits, (i.e., sand deposits that contain more than 12 percent fines, by weight) are typically not considered desirable for structural fill, due: to their poor workability characteristics in comparison with sand deposits that feature fewer fines. Due to the moisture sensitive nature of these materials a substantial amount of time and effort would be required in order to improve their workability. The discovered clayey sand deposits may be more suitable for use as fill material in non- structural areas outside the building pad and within the pavement area footprint, and potentially as a stabilized subgrade component in the roadway pavement cross -�1.--_ 1.1(lhA ._-- -._J_ 11-- 11_- --_11_..._._I_ _-._1.___L__ ..__ 11-_.__ .--_1_._._1_ 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p lP 0Ik t ENGINEERING 1%IJA JL AND TESTING necessary to moisture condition and densify such soil deposits. Such efforts could include draining/drying of saturated soils before attempting compaction, reduction in the thickness of lifts that are compacted, and the use of non -vibratory compaction machinery. • Soil deposits that featured organic contents greater than 5 percent should not be considered suitable soils for structural fill. Borrow Source Suitability Opinions — KSM assumes that the soil that is excavated to create the stormwater management basin will be used as a source of fill in creating the landform of the developed property. Based on the results of the field investigation, together with the analytical laboratory testing of the selected soil samples, KSM offers the following opinions: • From the surface to an approximate depth of 10 feet below existing grade — Deposits of fine sand and slightly clayey/silty sand were discovered. These granular, low fines content deposits can be considered suitable for structural fill. • From a depth of approximately 10 to 15 feet below existing grade — Deposits of clayey/silty sand were discovered. We anticipate that most of the excavated soils within this depth interval will feature fines contents that exceed 12 percent. These soil deposits are expected to be moisture sensitive soils, given their elevated fines content and the estimated shallow position of the surface of the wet season groundwater table. To avoid compaction -related issues during construction, it is KSM's opinion that excavated soils with elevated fines content should not be considered suitable as structural fill for building pads or in pavement areas. In no case should these materials be used in areas that are expected to contain septic drain fields, due to their expected low internal permeability. • From a depth of approximately 15 to 20 feet below existing grade — Deposits of fine sand with shell and slightly silty/clayey sand were encountered. These granular, low fines content deposits can be considered suitable for structural fill. The contractor and civil engineer should coordinate to determine the appropriate methods for borrow source excavation. It is important to segregate the low -fines soil deposits from the near -surface clayey and silty sand deposits. Preliminary Utility and Storm Sewer Opinions — Due to the expected very shallow seasonal depth to the surface of the groundwater, we believe that difficulties may arise when installing any utility that will require trenching and/or that will rely on gravity flow. Trench excavations that encounter very loose subsurface materials may require over -excavation, typically to a depth of 1 foot below the utility subgrade elevation, backfilled with 3/4-inch stone compacted to produce a firm, unyielding surface. Any excavated materials with elevated fines content will likely prove to be problematic if intended to be used as backfill. Blending of the excavated material with dry, clean fine sand may be necessary, but due to the time and effort required to properly blend these materials, for ease of construction and scheduling considerations, it may 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p T&P C!1 t ENGINEERING 1%FJIVI AND TESTING Analysis and Opinions : Preliminary Subgrade Opinions — Based on our experience in the area, the results of the borings, and KSM's understanding of the project, we believe that the current conditions of the near surface soils are problematic for development due to the high degree of variation between borings, elevated organic content, to the elevated fines content, to the very loose to loose condition of the near -surface soil deposits, and to the anticipated shallow depth to the groundwater table. Excavation of problematic soils and backfill of the exposed areas to create a stable platform for the expected fill deposits will require that temporary dewatering systems be installed to depress the groundwater level. Please note that estimating the vertical and horizontal limits of any problematic material was as part of our scope for this investigation. KSM recommends that a design level geotechnical investigation is performed on this site to aid in the development of design plans. Preliminary Minimum Roadway Opinions — It is our preliminary opinion that the discovered subsurface conditions are generally problematic to support a roadway subgrade. It appears that prior to the installation of the proposed roadway section, improvement of the existing subgrade can be achieved using a proper excavation and backfilling techniques. Additionally, the cost of dewatering should be considered. Provided that the subgrade is properly prepared and that the building pads are properly installed, it is KSM's opinion that the improved subgrade can support the proposed roadway section. The pavement should be designed for the anticipated axle weights, vehicle velocities, traffic mix and frequencies. Please refer to the following table for the minimum recommended pavement section. A minimum of 16 inches of separation should be maintained between the bottom of the base and the high -season water table. I Minimum Pavement Section Pavement Type Flexible Material Layer Thickness (in) Standard Duty I Heavy Duty Florida DOT Asphalt Type 3 1.5 2.5 Base Course* (Min. LBR of 100) 6 10 Cemented Coquina Rock Stabilized Subgrade* (Min. LBR of 40) 12 12 * Compacted to minimum 98 percent of its modified dry Proctor value (AASHTO T180) Preliminary Foundation Opinions — In order for a shallow foundation to perform satisfactorily, it must be able to support the structural loads while limiting both total and differential settlement to tolerable values. It is our preliminary opinion that the discovered subsurface conditions are generally problematic to support a building pad subgrade. It appears that prior to the installation of the proposed buildings pads, improvement of the existing subgrade can be achieved using a proper excavation and backfilling techniques. Additionally, the cost of dewatering should be considered. Provided that the subgrade is properly prepared and that 4-1-- L,..:1 .J:., — ——,d _1., .—_,. _I1 ,A :1 1/[, 11 111—. --:—. +4..- 1+ .-. --L: ,..,. .-.1—L..-.I1—,.. 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p '&l 011 ENGINEERING ZZ 0 AYL AND TESTING For more precise building area site and roadway preparation recommendations, as well as recommendations pertaining to foundation design and settlement calculations, we recommend performing a design level investigation. KSM should be provided with the civil construction drawing set as well as the structural plans for review. Please see the section titled "Future Studies" for additional information. Estimated Aquifer Parameters: Limitations — Due to the preliminary nature of this project, KSM recommends that additional testing is performed within the proposed stormwater management features once the locations and elevations are better defined. The following information is preliminary and based on the initial stormwater management layout and may not correspond to the proposed stormwater management layout. Factor of Safety — KSM has not applied a factor of safety to the estimated aquifer parameters within this report. The Engineer of Record is responsible for applying the appropriate factor(s) of safety to the estimated aquifer parameters contained within this report for use in their design. For any stratum where the estimated flow rate exceeds 10 inches per hour (20 feet per day), we recommend that a design flow rate equal to 10 in/hr (20 ft/day) is used. In -Field Testing — At the test location, Usual Condition Test was performed in general conformance with the South Florida Water Management District described procedures for the `Usual Open -Hole Test' method. Estimated Aquifer Parameters — In -Field Testing Test Location Estimated Hydraulic Conductivity (CFS/SF- Ft Head) P-1 2.5 x 10-5 P-2 7.6 x 10-5 Laboratory Testing and Professional Judgement — Selected samples obtained from our site investigation were tested in our laboratory in general accordance with ASTM D2434, ASTM D1140-17 and ASTM C136. Estimated Aquifer Parameters — Laboratory Testing Test Location Stratum Depth Range ft Horizontal Saturated Flow Rate in/hr Vertical Saturated Flow Rate in/hr P-1 0.8 — 1.8 1.9 0.9 1.8 — 4.2 3.2 2.2 t P-2 0.0 — 4.5 7.0 5.8 t Fstimatinn: rpchir:tinn of Pstimatwi hnri7nntal satijratP(i flnw rate gnnlip(i. 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p IV 01 t ENGINEERING 1%IJI IL AND TESTING Restrictive Stratum — Based on the results of our soil borings and the laboratory testing, in boring PB-1 we encountered a stratum which we estimate exhibit restrictive flow rates relative to the overlying stratum, and are described below: • Deposits of Dark Gray Silty Sand with Organics encountered at an approximate depth range from the surface to 0.8 feet below grade. Future Studies - Design Phase Geotechnical Explorations — KSM recommends that a design -phase geotechnical exploration be performed to determine whether individual structures are underlain by any organic soil deposits or inherently problematic soils and to generate the subsurface data that is necessary to provide site specific foundation design and earthwork recommendations. Upon request, KSM will provide a detailed scope of work and cost proposal to address these features, based on the preliminary plan documents. Closure - Based upon KSM's subsurface investigation at the above -mentioned project location, the reliance of the preliminary opinions and recommendations presented within this signed and sealed report is predicated on KSM being engaged to perform design -basis geotechnical explorations and testing. The opinions and recommendations given in this report are preliminary and should not be used to create final plan documents and specifications. This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the borings and the assumed loading conditions. No warranties, either expressed or implied, are intended or made. This report does not reflect any variations which may occur between the borings. If variations appear evident during construction, it will be necessary for you or your representative to engage KSM to perform any supplementary studies and to re-evaluate the recommendations made in this report. Environmental conditions, wetland delineation, karst activity, water quality, and municipal requirements were not a part of this study. KSM is pleased to have been of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Respectfully, Christopher S. LeBrun, E.I. rantanhninal FnninPPr CLAIVrJo ���•, No. 91598 y 0 STATE OF ����_ •FLORIDp •' .N?� Cody C. Clawson, P.E. (—,PntPrhnlr`Al Fnninp r 40000 AMERICAN CIVIL ENGINEERING CO. 'Oi NORI"H ,\.tOSS ROAI), SMITE `' 1 I • 1NIN rER Sr)RINGS: FU")I:ll;.\ ..'-ii<'; Fek,l)hr)iie: r40"r 1 '17-7 00 • ����w. tmc ric lnci ilea; inec:rirl�., r,rr Stormwater Letter To: City of Okeechobee General Services Department 55 S.E. 3``I Avenue, Room 101 Okeechobee, FL 34974 Regarding: Stormwater Carwash — Portion of Park Street Commerce Center Storm water for the carwash is met as part of the co -submitted master storm report for the infrastructure of Park street Commerce Center. The master report allows for up to 1.00 AC, the site proposed at 0.94 AC meets this criteria and is fully accounted for in the master- permit. Impervious Area Accounted Lot 1 1.00 AC Lot 2 1.50 AC Lot 3 1.75 AC Lot 4 1.75 AC Roadway 0.80 AC Total 6.80 AC Please contact me directly on my cell phone 407-376-1777 regarding any questions. Thank you, Johnny Herbert IV PE Partner PARK STREET COMMERCE CENTER TRAFFIC STUDY OKEECHOBEE COUNTY, FLORIDA July 2023 BUCKHOLZ TRAFFIC BUCKHOLZ TRAFFIC 3585 KORI ROAD JACKSONVILLE, FLORIDA 32257 (904) 886-2171 jwbuckho1z@ao9.com July 11, 2023 Mr. Johnny Herbert IV, P.E. American Civil Engineering Company 207 N. Moss Road / #211 Winter Springs, Florida 32708 Re: Park Street Commerce Center, Revised Traffic Study Dear Mr. Herbert: Attached is the revised traffic study. If there are any questions or comments regarding this study, please contact me. Sincerely, Digitally signed by Jeffrey W. Buckholz DN: cn=Jeffrey W. i Buckholz, o=BUCKHOLZ i / TRAFFIC ENGINEERING, ou, c ' email=jwbuckholz@aoI.c lom, c=US Date: 2023.07.11 12:45:31 -04'00' Jeffrey W. Buckholz, P.E., PTOE Principal This item has been digitally signed and sealed by Jeffrey W. Buckholz, P.E. on the date indicated on the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PARK STREET COMMERCE CENTER TRAFFIC STUDY INTRODUCTION Page I This proposed mixed -use development will include a 4600 sf automated car wash, a 5000 sf fast food restaurant with drive-thru window, a 100 room hotel, 52 apartment units, and 10,000 sf of retail space. The fast food restaurant will open at 10 AM and the car wash will open at 9:00 AM. The development will be located in the northwest quadrant of the NE Park Street/SE 13'h Avenue intersection in Okeechobee, Florida. A cul-de-sac road that extends 13'}' Avenue to the north will be installed on site property and access will be provided to the various land uses from this road. NE Park Street (SR 70) is a four lane divided urban major arterial with an FDOT access management classification of 7 and a posted speed limit of 35 mph. SE 13'h Avenue is a two lane undivided local road with a posted speed limit of 25 mph. Figure 1 shows the site location and surrounding road network while Appendix A contains the proposed site plan. The development is expected to be complete and fully occupied by the end of 2024. Consequently, 2024 was chosen as the design year for this study. EXISTING TRAFFIC VOLUMES Weekday peak period manual turning movement counts were conducted by Buckholz Traffic personnel at the intersection of NE Park Street with SE 13't' Avenue and with the Hampton Inn driveway located west of SE 13'h Avenue. These counts, which are provided in Appendix B, were conducted during the weekday AM peak period (6:45-8:45 AM) and the weekday PM peak period (3:45 — 6:00 PM) with school in session. The data was recorded at 15-minute intervals and includes a separate tabulation for trucks and pedestrians. Figure 2 graphically summarizes the AM and PM peak hour traffic counts. Appendix C provides daily traffic volumes from two nearby FDOT traffic count stations on SR 70. The existing average daily traffic on NE Park Street in the vicinity of the site is about 29,000 vehicles per day. TRIP GENERATION Trip generation calculations were carried out using the I Ith edition of ITE's Trip Generation Manual by referencing land use codes 948 (Automated Car Wash), 934 (Fast Food Restaurant with Drive-Thru Window), 312 (Business Hotel), 220 (Low Rise Multifamily Housing) and 822 (Strip Retail Plaza). Tables 1 through 5 contain the daily, AM peak hour, and PM peak hour trip generation calculations. During an average weekday the development is expected to generate 4424 trips (2212 entering and 2212 exiting) with 87 trips (36 entering and 51 exiting) occurring during the AM peak hour and 369 trips (193 entering and 176 exiting) occurring during the PM peak hour. SITE TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Weekday AM and PM peak hour site trips for this commercial development were directionally distributed based on engineering judgment after reviewing the trip distribution percentages used in the 2020 traffic study for the nearby RaceTrac commercial development. The results are provided in Figures 3 and 4. BUCKHOLZ TRAFFIC PARK STREET COMMERCE CENTER TRAFFIC STUDY FUTURE TRAFFIC VOLUMES Page 2 The expected weekday 2024 peak hour background (No Build) traffic volumes and total (Build) traffic volumes at intersections of interest are graphically depicted in Figures 5 through 8. The No Build traffic volumes were obtained by multiplying the existing traffic volumes by the appropriate FDOT seasonal adjustment factor (0.96) and then by an annual growth rate. A linear regression analysis of FDOT daily traffic counts in the area (see graphs C-1 and C-2 in Appendix C) indicates that daily traffic volumes have been increasing at an average annual rate of 1.5% over recent years. The 2024 Build traffic volumes were obtained by adding the traffic generated by the new development to the 2024 No Build traffic volumes. TURN LANE EVALUATION A formal analysis was made to determine if a right turn lane is warranted on westbound NE Park Street at the two new roadways: NE 13`h Avenue and NE 12`h Avenue. The methodology contained in NCHRP Report 279 was used to conduct this analysis. As is indicated in Figures 9 and 10, right turn volumes under expected 2024 Build conditions will be high enough to warrant an exclusive right turn lane at NE 13`h Avenue but will not be high enough to warrant an exclusive right turn lane at NE 12`h Avenue. However, NCHRP Report 420 - which requires 110 right turns per hour to warrant a right turn lane on a multi -lane roadway with a posted speed of 45 mph or less — does not support the installation of an exclusive right turn lane at either location. UNSIGNALIZED INTERSECTION CAPACITY ANALYSIS The NE Park Street/13th Avenue intersection and the NE Park Street/Hampton Inn Driveway/NE 121h Avenue intersection were analyzed using the two-way stop control methodology contained in the year 2023 version of the Highway Capacity Software. The supporting calculations are provided in Appendix D. Table 6 summarizes the capacity analysis results under existing conditions while Table 7 summarizes the capacity analysis results under 2024 Build conditions. All minor movements currently operate at level of service C or better during both weekday peak hours at the NE Park Street/SE 13`h Avenue intersection with minimal queuing and a volume -to -capacity ratio well below one. Under 2024 Build conditions at the new NE Park Street/13`h Avenue intersection with dual directional median opening all minor movements are expected to continue to operate at level of service C or better during both peak hours with minimal queuing and a volume -to -capacity ratio still well below one. At the NE Park Street/Hampton Inn Driveway intersection all minor movements currently operate at level of service B or better during both weekday peak hours with minimal queuing and a volume -to -capacity ratio well below one. Under 2024 Build conditions all minor movements at the NE Park Street/Hampton Inn Driveway/NE 12`h Avenue intersection are expected to operate at level of service C or better during both weekday peak hours — with one exception. The westbound left turn is expected to operate at level of service F during the PM peak hour. However, only moderate queuing and a volume -to -capacity ratio below one are expected for this movement movements. BUCKHOLZ TRAFFIC u 0 APARTMENTS RETAIL HOTEL #1 , ._ M Ti.! ,; N.T.S$ DRY a • .: POND W t �3, ui Y . L W CAR FAST _ s WASH FOOD• �s — _r� _ rr y. i NE PARK ST. STOP & STOP a STOP gar STOP ;la u ,tee, = DIRECTIONAL MEDIAN OPENING L--J FIGURE 1 SITE LOCATION AND PROPOSED INTERSECTION Buckholz Traffic LAYOUTS 7:15-8:15 AM 1164 SR 70 Nl HAMP7 DRIV 5:00-6:00 PM 1170 SR 70 1162 4 1166 �► 0 4 �--- 1160 1167 C—► 0 4 I 924 916 (V cM N Il- 4� ?Lo ON INN SE 32ND A VE. 'WAY 1170 20 1190 0 4 NE PARK ST 1283 1321 38 -, � r 0 00 00 o t HAMPTON INN DRIVEWAY FXW = CALCULATED VALUE * = ILLEGAL TURN Buckholz Traffic p 923 1217 4 1301 1281 1298 CV f- 15 —i SE 32ND AVE. FIGURE 2 TRAFFIC COUNTS WEEKDAY PEAK HOURS N N.T.S. N APARTMENTS RETAIL HOTEL N.T.S. c' N 5 ~ L17 +--14 16 Q In z o� TOTAL TRIPS ENTER 36 EXIT 51 C SE LOTH AVE. HAMPTON INN SE 13TH AVE. DRIVEWAY .11 t FIGURE 4 �I I SITE TRAFFIC o N ASSIGNMENT Co 1-1 Buckholz Traffic WEEKDAY PM PEAK HOUR 4—1160 7 SR 70 �► 0 4 -"D 916 ---♦ N n 4—+ SE 13TH AVENUE EXISTING TRAFFIC 02/13/23 7:15-8:15 AM 1131 �7 SR 70 0 4 892 —0- c\1 r- 4� SE 13TH AVENUE 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% SR 70 ---► 943 Buckholz Traffic 4 1114 7 SR 70 0 4 (' 879 —i 04 r- 4--+ SE 13TH AVENUE 2023 SEASONALLY ADJUSTED TRAFFIC FDOT SEASONAL CORRECTION FACTOR = 0.96 SR 70 NE 13TH AVENUE L 18 1133 'n 7 j �0 4 18 rn 917 4---+ SE 13TH AVENUE 2024 BUILD TRAFFIC NE 13T11 AVENUE �;111-m 51 L L 1g 18 ~ 4-0 s - 43 18 � 25 25 —► 1158 SE 13TH AVENUE SITE TRAFFIC FIGURE 5 2024 BUILD TRAFFIC SR 70 / 13TH AVENUE WEEKDAY AM PEAK HOUR 1183 32 SR 70 �► 2 5� 1281 15 SE 13TH AVENUE EXISTING TRAFFIC 02/13/23 5:00-6:00 PM 4—1153 31 SR 70 2 5- 1248 m- N m 14 — i SF. 13771 AVENUE 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% 4 1136 r— 31 SR 70 �► 2 5 -�D 1230 10 N 14---1 SE 13TH AVENUE 2023 SEASONALLY ADJUSTED TRAFFIC MOT SEASONAL CORRECTION FACTOR = 0.96 NE 13TH AVENUE �2 1" 0 Cl) 1151 Z— 84 96 SR 70 4—12 185 88 � 8 88 0 SE 13T11 t VENUE' SITE TRAFFIC NE 13Tf1 AVENUE L 84 C:) 4--- 1167 1 1284 SR 70 2~ 1452 14 I 2 88 oo 1336 14 —� SE 13Tf1 AVENUE 2024 BUILD TRAFFIC FS24 FIGURE 6 BUILD TRAFFIC 70 / 13TH AVENUE Buckholz Traffic WEEKDAY PM PEAK HOUR �1162 �4 SR 70 �► 0 911 —� 2 N f7 HAMPTON INN DRIVEWAY EXISTING TRAFFIC 02/13/23 7:15-8:15 AM --1133 4 SR 70 �► 0 888 —i 2� v HAMPTON INN DRIVEWAY 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% SR 70 1116 4 SR 70 �0 875 2� N N HAMPTON INN DRIVEWAY 2023 SEASONALLY ADJUSTED TRAFFIC FDOT SEASONAL CORRECTION FACTOR = 0.96 NE 12TH AVENUE -1 1 1- +--0 o *-- 26 SR 70 C;- 25 18 18 —► 18 NE 12TH AVENUE CD 1 4-- 1159 o i— 4 j25 906 ---* 908 2 --- v HAMPTON INN DRIVEWAY 2024 BUILD TRAFFIC HAMPTON INN DRIVEWAY SITE TRAFFIC FIGURE 7 2024 BUILD TRAFFIC SR 70 / HAMPTON DRIVEWAY 51 4-- 0 Buckholz Traffic WEEKDAY AM PEAK HOUR 4-1170 20 SR 70 0 1283 38 o I HAMPTON INN DRIVEWAY EXISTING TRAFFIC 02/13/23 5:00-6:00 PM .--- 1140 19 SR 70 0 1250 37 o � IIAMPTON INN DRIVEWAY 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% SR 70 Buckholz Traffic 1123 19 SR 70 �► 0 1232 36 o r- HAMPTON INN DRIVEWAY 2023 SEASONALLY ADJUSTED TRAFFIC FDOT SEASONAL CORRECTION FACTOR = 0.96 NE 12TH AVENUE -1 1 TN v SR 70 NE 12TH AVENUE V1 1N 21 m 1182 F-19 88 1347 1384 37 HAMPTON INN DRIVEWAY 2024 BUILD TRAFFIC 97 p 97 1310 +-21 f— 42 151 88 4 HAMPTON INN DRIVEWAY SITE TRAFFIC FIGURE 8 2024 BUILD TRAFFIC SR 70 / HAMPTON DRIVEWAY WEEKDAY PM PEAK HOUR b 185 WESTBOUND NE PARK STREET @ NE 13TH AVENUE 120 100 _ D_ 80 O Y Q w d z 60 U) Z ry 40 U 20 FULL -WIDTH TURN LANE TAPER RADIUS I I 4 -LANE HIGHWAYS no M 30 TOTAL PEAK HOUR APPROACH VOLUME (VPH) NOMOGRAPH FOR RIGHT TURN LANES SOURCE: TRANSPORTATION RESEARCH BOARD NCHRP REPORT #279 E WEEKDAY AM PEAK O WEEKDAY PM PEAK HOUR HOUR VA 1158 VA 1284 VR 18 Vk 84 NCHRP 420 MULTI- LANE I _< 45 MPH 18 & 84 < 110 REQUIRED FIGURE 9 0 Q CD RIGHT TURN LANE N 00 ANALYSIS WESTBOUND NE PARK STREET (ab NE 12TH AVENUE Mom 100 CL 80 O Y Q Lu n Z 60 co Z ry F- 40 2 -I 20 FULL -WIDTH TURN LANE TAPER RADIUS 4 - LANE HIGHWAYS �L zuu 4UU bUU duu 1000 1200 1400 TOTAL PEAK HOUR APPROACH VOLUME (VPH) NOMOGRAPH FOR RIGHT TURN LANES SOURCE: TRANSPORTATION RESEARCH BOARD NCHRP REPORT #279 0 WEEKDAY AM PEAK O WEEKDAY PM PEAK O HOUR HOUR VA 1188 V 1310 V� 0 Va 21 NCHRP 420 MULTI -LANE _< 45 MPH 0 & 21 < 110 REQUIRED FIGURE 10 RIGHT TURN LANE ANALYSIS TABLE 1 TRIP GENERATION CALCULATIONS AUTOMATED CAR WASH Land Use Code 948 T = Number of Vehicle Trip Ends X = 4600 GSF = 4.6 TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 14.2/8.7% (X) 750 50% 50% 375 375 AM Peak Hour NOT OPEN PM Peak Hour T = 14.20 (X) 66 50% 50% 33 33 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) Estimated Using ITE Hourly Percentages from LUC 949 BUCRHOLZ TRAFFIC TABLE 2 TRIP GENERATION CALCULATIONS FAST-FOOD RESTAURANT WITH DRIVE-THRU WINDOW Land Use Code 934 T = Number of Vehicle Trip Ends Size of Building = 5000 (X = 5.0) TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 467.48 (X) 2338 50% 500 1169 1169 AM Peak Hour NOT OPEN PM Peak Hour T = 33.03 (X) 165 52% 48% 86 79 SOURCE: Institute of Transportation Engineers, "Trip Generation", 11th Edition (2021) NEW TRIPS NEW NEW NEW TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD PERCENT NEW TRIPS ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily 52% 1216 50% 50% 608 608 AM Peak Hour 50% NOT OPEN PM Peak Hour 55% 91 52% 48% 47 44 SOURCE: ITE, "Trip Generation", llth Edition (2021), Excel Pass -By Tables Estimated Value BUCKHOLZ TRAFFIC TABLE 3 TRIP GENERATION CALCULATIONS BUSINESS HOTEL Land Use Code 312 T = Number of Vehicle Trip Ends X = Rooms = 100 TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 2.90 (X) + 151.69 442 50% 50% 221 221 AM Peak Hour T = 0.30 (X) + 6.94 37 39% 61% 14 23 PM Peak Hour T = 0.21 (X) + 12.03 33 55% 45% 18 15 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) BUCKHOLZ TRAFFIC TABLE 4 TRIP GENERATION CALCULATIONS MULTIFAMILY HOUSING (LOW-RISE) Not Close to Rail Transit Land Use Code 220 T = Number of Vehicle Trip Ends X = Number of Dwelling Units = 52 TIME PERIOD WEEKDAY Daily AM Peak Hour PM Peak Hour TRIP GENERATION EQUATION T = 6.74 (X) T = 0.40 (X) T = 0.51 (X) TOTAL TOTAL TOTAL TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS ENDS ENTERING EXITING ENTERING EXITING 350 50% 50% 175 175 21 24% 76% 5 16 27 630 370 17 10 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) BUCKHOLZ TRAFFIC TABLE 5 TRIP GENERATION CALCULATIONS STRIP RETAIL PLAZA (Less Than 40,000 gsf) Land Use Code 822 T = Number of Vehicle Trip Ends Size of Buildings = 10,000 gsf -----> } 10.0 TOTAL TRIP GENERATION TIME PERIOD EQUATION AVERAGE WEEKDAY Daily T = 54.45 X AM Peak Hour Ln(T) = 0.66Ln(X) + 1.84 PM Peak Hour Ln(T) = 0.71Ln(X) + 2.72 TOTAL TOTAL TOTAL TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS ENDS ENTERING EXITING ENTERING EXITING 544 50% 50% 272 272 29 60% 40% 17 12 78 50% 50% 39 39 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) NEW TRIPS NEW NEW TRIP PERCENT PERCENT TRIP ENDS TIME PERIOD PERCENT NEW TRIPS ENDS ENTERING EXITING ENTERING AVERAGE WEEKDAY Daily 64.0% 348 50% AM Peak Hour 64.0% 18 60% PM Peak Hour 64.0% 50 50% SOURCE: ITE "Trip Generation Handbook", 3rd Edition, Table E.9 Estimated Value BUCKHOLZ TRAFFIC NEW TRIP ENDS EXITING 50% 174 174 40% 11 7 50% 25 25 TABLE 6 UNSIGNALIZED INTERSECTION CAPACITY RESULTS EXISTING CONDITIONS NE PARK STREET / SE 13TH AVENUE WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue(vehicles) Eastbound U-Turn C 21.9 sec/veh 0.02 1 Westbound Left Turn B 11.0 sec/veh 0.01 1 Northbound Approach C 15.6 sec/veh 0.03 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound U-Turn C 20.8 sec/veh 0.02 1 Westbound Left Turn B 13.7 sec/veh 0.08 1 Northbound Approach C 16.6 sec/veh 0.06 1 NE PARK STREET / HAMPTON INN DRIVEWAY WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn B 10.4 sec/veh 0.01 1 Northbound Right Turn B 12.3 sec/veh 0.03 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn B 12.7 sec/veh 0.04 1 Northbound Right Turn B 14.9 sec/veh 0.05 1 BUCKHOLZ TRAFFIC TABLE 7 UNSIGNALIZED INTERSECTION CAPACITY RESULTS 2024 BUILD CONDITIONS NE PARK STREET / 13TH AVENUE WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound Left Turn C 15.1 sec/veh 0.07 1 Westbound Left Turn B 11.3 sec/veh 0.01 1 Northbound Approach B 13.7 sec/veh 0.02 1 Southbound Approach C 15.4 sec/veh 0.15 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound Left Turn C 18.9 sec/veh 0.30 1.3 Westbound Left Turn B 14.9 sec/veh 0.09 1 Northbound Approach C 15.5 sec/veh 0.05 1 Southbound Approach C 18.1 sec/veh 0.34 1.5 NE PARK STREET / NE 12TH AVENUE / HAMPTON INN DRIVEWAY WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn C 17.6 sec/veh 0.11 1 Northbound Right Turn B 12.5 sec/veh 0.03 1 Southbound Right Turn B 14.0 sec/veh 0.00 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn F 68.7 sec/veh 0.72 4.3 Northbound Right Turn C 15.9 sec/veh 0.05 1 Southbound Right Turn C 15.2 sec/veh 0.12 1 BUCKHOLZ TRAFFIC APPENDIX A SITE PLAN MASTER SITE PLANS OF: PARK STREET COMMERCE CENTER LEGAL DESCRIPTION PARCEL 1 (PER O.R.B. 527. PG. 869): THE WEST HALF OF THE FAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER LYING NORTH OF STATE ROAD NO. 70 (FORT PIERCE ROAD). IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE FOLLOWING : BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15. RUN NORTH 594 FEET. FAST 186.3 FEET, SOUTH 594 FEET; WEST 186.3 FEET TO THE POINT OF BEGINNING. ALSO LESS THE NORTH 50 FEET WHICH IS RESERVED FOR ROAD PURPOSES. ALSO LESS: A STRIP OF LAND 7 FEET WIDE SITUATE ADJACENT TO AND NORTHERLY OF THE EXISTING 66 FOOT RIGHT OF WAY OF STATE ROAD 70, LYING, WITHIN THE WEST K OF THE EAST )f OF SW 1/4 OF SE 1/4, SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE WEST 186.3 FEET THEREOF; CONTAINING 0.02 OF AN ACRE, MORE OR LESS. PARCEL 2 (PER O.R.B. 528, PG. 1342): ALL OF LOTS I THROUGH 12. INCLUSIVE, LYING NORTH OF NORTH PARK STREET (A/K/A S.R. 70 F/K/A FORT PIERCE ROAD) AS NOW CONSTRUCTED, IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PUT BOOK 2, PAGE 17. PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3 (PER O.R.B. 528, PG. 1342) COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST ONE-OUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 FAST, THENCE RUN SOUTH 00'18'26- EAST ALONG THE EASTERLY LINE THEREOF, 668.71 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 00'18'26' EAST, 276.28 FEET TO THE NORTHEAST CORNER OF PRICE ADDITION TO OKEECHOBEE CITY ACCORDING TO THE PLAT THEREOF RECORDED IN PUT BOOK 2. PAGE 17; THENCE RUN SOUTH 89' 50'34' WEST, ALONG THE NORTHERLY LINE THEREOF, 336.76 FEET TO THE NORTHWEST CORNER OF SAID PRICE ADDITION; THENCE RUN NORTH 00'17.46- WEST, ALONG THE WEST UNE OF THE EAST ONE HALF OF THE EAST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONEOUARTER OF SAID SECTION 15. A DISTANCE OF 273.38 FEET; THENCE RUN NORTH 89'20'47' EAST AND PARALLEL WITH THE NORTHERLY UNE OF PREVIOUSLY MENTIONED SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER, A DISTANCE OF 336.71 FEET TO THE POINT OF BEGINNING. PARCEL 4 (PER O.R.B. 528, PG. 1342) THE ALLEY IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PUT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, LYING BETWEEN LOTS 1-6 AND 7-12. PARCEL 5 (PER O.R.B 528, PG 1342); THE STREET KNOWN AS NORTHEAST 2ND STREET (F/K/A CENTER STREET) AS IT RUNS EAST FROM NORTHEAST 12TH AVENUE TO NORTHEAST 13TH AVENUE, PARTICULARLY LOCATED NORTH OF BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PUT BOOK 2, PACE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA PARCEL 6 (PER O.R.9 554. PG. 338) ALL THAT PART OF THE NORTH 668.71 FEET OF THE EAST H OF THE EAST A OF SW 1/4 OF SE 1/4 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS AND EXCEPT THE NORTH 50 FEET THEREOF. SUBJECT TO THOSE EASEMENTS IN FAVOR OF FLORIDA POWER AND LIGHT RECORDED IN O.R. BOOK 109. PAGE 983 AND O.R. BOOK 23, PAGE 524 AND MATTERS CONTAINED ON THE PUT OF PRICE ADDITION TO OKEECH08EE CITY RECORDED IN PUT BOOK 2, PAGE 17, ALL BEING IN THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST PARCEL ID: 2-15-37-35-OA00-00009-A000; 2-15-37-35-OA00-00009-0000; 2-15-37-35-OA00-00011-0000; 2-15-37-35-OA00-00010-0000; 2-15-37-35-OA00-00010-0010 VICINITY MAP N.T.S. U NORTH UTILITY COMPANIES SANITARY SEWER: OKEECHOBEE UTILITY AUTHORITY (863) 763-9460 WATER DISTRIBUTION: OKEECHOBEE UTILITY AUTHORITY (863) 763-9460 ELECTRICAL POWER: FPL (883) 763-6441 TELEPHONE: CENTURY LINK (855) 263-9576 FIRE: OKEECHOBEE FIRE DEPARTMENT (863) 763-4423 GARBAGE: WASTE MANAGEMENT (866) 909-4458 PROJECT DIRECTORY OYFR RIMY 0. G4@,', A � 1'/dXE Rn0 AHW AOIYM 3Y75 nIfIOR A. 'LLL wl LlSt Ippf qC Slp{fl or u, naRu XHn uumc nOrrx vA ROQXYX m ID] Y X� iorL !iR S11 �XNYLS fine ma HAXFAf M, IL AWIYY� MDfJ�WCtlXI mt w7-nX-Im . mxc w7-m-TAp. AMf�W. XYI � YaoaYq XC W A 1151 I.XA R®lRE iLnRX W71 YCWD IAES l YD.YlME9M991AR.fAl1 (Yt6 W-A1N m¢ wn� X,NF �-� 0011R: PUXWgI, AOAXM .liQ1 (Xq) slam XfRR XY.LRVAdA•2RI PLANS ISSUED FOR: DATE OKEECHOBEE. SITE PLAN REVIEW 1/15/2023 INDEX OF SHEETS SHEET DESCRIPTION CID COVER SHEET C2.0 GENERAL NOTES C3.0 MASTER SWPP PLAN 04.0 MASTER SITE PLAN C5.0 MASTER GRADING PLAN C5.1 CROSS SECTIONS C6.0-05A NE 12TH AVENUE PLAN 8 PROFILES 062 - C6.3 NE 3RD STREET PLAN 8 PROFILES C6.4 - GETS NE 13TH AVENUE PLAN 8 PROFILES C7.0 MASTER UTILITY PLAN C8.0 PHOTOMETRIC 8 TRUCK TURN PLAN C9.0 - C9.1 SITE DETAILS C10.0 LIFT STATION PLAN C11.0 OFF -SITE FORCEMAIN C12.0-C12.2 UTIUTY DETAILS C13.0 DRIVEWAY CONNECTION PLAN C14.0 DRY STORM POND PLAN C15.0 WET STORM POND PLAN S1.0 SURVEY LA1.0 LANDSCAPE SITE PLAN 40�MERICAN CIVIL ENGINEERING CO. 160 L O ma mm m w= M6NE, 110®X t1U (400 111-71110 PLAN DATE: 1117= f787. !p LVDI01m4MX X0. f2X I l iFR hill I b YYI p m lFgH a � iSk l57SR �RI SITE PLAN sT- PARK STREET AMERICAN CIVIL A n o fi COMMERCE CENTER ENGINEERING C WI 11. Y09 m. lOIR dl 4l WOO STATE ROAD 70 E. OKEECHOBEE. FLORIDA 36972— i IN ft LOT 3 2.36 AC SR 70 I i �9 FUTURE FUTURj1, OUTPARCEL OUTPARCEL 1 AC 1 AC WET o a 1 I � I I I I I � � 1 I � � 1 _ DRIVEWAY #5 50FT ROAD EASEMEN 2 20FT STORM EASEMI NTjj y 8. LOT DRIVEWAY #4 2.15 AC LOT4 z.00Ac Z= DRIVEWAY #3 I I I I I I DRYPOND —DRIVEWAY #2 gel u DRIVEWAY 4. — SRfi70 — — — — — — - 3 �� a ENTRANCE #1 I ENTRANCE #2 011, North �16 Oil ♦ f Wo `E S o®� . nlr Hue U t7 z W Wz W 5 tr A LIJ g F-- o Z F W LJJ W LJvo x L1J �cnUo w " cr w LLJ d O� Ug N.T.S. I 1 OFN.T.S. OF 1 I APPENDIX B TURNING MOVEMENT COUNTS 6:45-7:00 AM 7:00-7:15 AM 7:15-7:30 AM 7:30-7:45 AM 7:45-8:00 AM 8:00-8:15 AM 8:15-8:30 AM 8:30-8:45 AM AM PEAK PERIOD: TABLE B-1 NE Park Street (SR 70) / Hampton inn Driveway TURNING MOVEMENT COUNTS - ALL VEHICLES Monday. February 13, 2023 NE PARK STREET HAMPTON INN DRIVEWAY EB Ri htTurn WB U-Turn WB Left Turn NB Left Turn NB Right Turn All 0 0 1 0 0 1 0 0 0 0 0 0 1 0 2 0 1 4 1 0 0 0 4 5 0 0 2 2 4 8 0 0 0 0 4 4 3 0 0 0 3 6 2 0 0 0 2 4 7 1 0 1 5 1 2 1 18 1 32 AM PEAK HOUR: 2 7:15-8:15 AM 3:45-4:00 PM 4:00-4:15 PM 4:15-4:30 PM 4:30-4:45 PM 4:45-5:00 PM 5:00-5:15 PM 5:15-5:30 PM 5:30-5:45 PM 5:45-6:00 PM PM PEAK PERIOD: 0 4 2 13 21 Monday, February 13, 2023 NE PARK STREET HAMPTON INN DRIVEWAY EB Ri htTurn WB U-Turn WB Left Turn NB Left Turn NB Right Turn All 4 0 3 0 5 12 4 1 7 0 5 17 1 0 3 0 4 8 3 0 5 0 9 17 13 0 6 0 12 31 8 0 2 0 5 15 7 0 5 0 4 16 14 0 5 0 4 23 9 0 8 0 5 22 63 1 44 0 53 1 161 PM PEAK HOUR: 38 5:00-6:00 PM 0 20 0 18 76 BUCKHOLZ TRAFFIC JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET W SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 AUTOMOBILES, COMMERCIAL VEHICLES --------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE — ------------------------ INF. PARK STREET ---------------- From North (From East [From South lFrom West Left Thru Right Other I Left Thru Right U-TURNJ Left Thru Right Other I Left Thru Right U-TURNI Total Date02/13/23 --------------------- ------------------------------------ 06:45 0 0 0 0 1 220 0 0 0 0 2 0 0 218 1 1 443 07:00 0 0 0 0 0 169 1 1 0 0 3 0 0 249 1 1 425 07:15 0 0 0 0 4 220 0 0 0 0 2 0 0 209 1 1 437 07:30 0 0 0 0 1 1 314 0 0 0 0 2 0 0 217 1 2 537 Hr Total 0 0 0 0 6 923 1 1 0 0 9 0 0 893 4 5 1842 07:45 0 0 0 0 2 332 0 0 1 0 1 0 0 244 1 1 582 08:00 0 0 0 0 0 294 0 0 1 0 2 0 0 246 1 0 544 08:15 0 0 0 0 2 211 0 0 1 0 0 0 0 184 0 1 399 08:30 0 0 0 0 I 0 237 0 0 1 0 0 0 0 239 0 0 477 Hr Total 0 0 0 0 4 1074 0 0 4 0 3 0 0 913 2 2 2002 --------------------------------------------------------------------------------------------------------------------------------- *TOTAL- 0 0 0 0 1 10 1997 1 1 1 4 0 12 0 1 0 1806 6 7 1 -- 3844 P?ak Hour Analysis By Entire Intersection fir the Period 07:15 7o 034:15 on 02/13%21 I :17. 15 j .7.15 77: _.. 01 114 99% Oe 0=. 2G 78% r,, 99's 0's Highest O6:45 07:45 j 08:00 08:00 Volume 0 0 0 0 2 332 0 3 1 0 2 0 0 246 1 U Hi total 0 334 3 j 247 PHF .0 .87 .75 .94 TW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET @ SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File Z.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 AUTOMOBILES --------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET From North IFrom East IFrom South IFrom West Lett Thru Right Other I Left Thru Right i U-TURNI Left Thru Right Other I Left Thru Right U-TURNS Total Date02/13/23------------------------------------ — --------------------------------------------------------------------------------- 06:45 0 0 0 0 1 186 0 0 0 0 1 0 0 1*74 1 1 364 07:00 0 0 0 0 0 143 1 1 0 0 2 0 0 208 1 1 357 07:15 0 0 0 0 3 195 0 0 0 0 1 0 0 176 0 1 376 07:30 0 0 0 0 1 266 0 0 0 0 2 0 0 177 1 2 449 Hr Total 0 0 0 0 5 790 1 1 0 0 6 0 0 735 3 5 1546 07:45 0 0 0 0 2 288 0 0 1 0 0 0 0 201 1 1 494 08:00 0 0 0 0 0 237 0 0 1 0 2 0 0 197 1 0 438 08:15 0 0 0 0 1 177 0 0 1 0 0 0 0 143 0 1 323 08:30 0 0 0 0 0 179 0 0 1 0 0 0 0 195 0 0 375 Hr Total 0 0 0 0 3 881 0 0 4 0 0 0 736 2 2 1630 ------------------------------------------------------------------------------------------------------------------------------------ •TOTAL" 0 0 0 0 1 8 1671 1 1 1 4 0 8 0 1 0 1471 5 7 1 3176 ------------------------------------------------------------------------------------ Peak Hour Analysis By Entire Intersection for the Period: 07:15 to 08:15 on 02/13/23 Peak start 07:15 07:15 07:15 07:15 ime 0 0 0 0 6 986 0 0 2 0 5 0 0 751 3 4 —cent 01; 0% 0% 0% 1% 99% 0% 0% 29% 0% 711 0$ 0% 99$ 0% it Pk total 0 992 7 758 Highest 06:45 07:45 08:00 07:45 Volume 0 0 0 0 2 288 0 0 1 0 2 0 0 201 1 1 Hi total 0 290 3 203 PHF .0 .86 .58 .93 JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET Q SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR 6 DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 COMMERCIAL VEHICLES ---------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INS PARK STREET From North IFrom East IFrom South IFrom West Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Total Date02/13/23 ----------------------------------------------------------------------------------------------------------------------- 06:45 0 0 0 0 0 34 0 0 0 0 1 0 0 44 0 0 79 07:00 0 0 0 0 0 26 0 0 0 0 1 0 0 41 0 0 68 07:15 0 0 0 0 1 25 0 0 0 0 1 0 1 33 1 0 62 07:30 0 0 0 0 1 0 48 0 0 1 0 0 0 0 1 0 40 0 0 1 88 Hr Total 0 0 0 0 1 133 0 0 1 0 0 3 0 1 158 1 0 297 07:45 0 0 0 0 0 44 0 0 0 0 1 0 0 43 0 0 88 08:00 0 0 0 0 0 57 0 0 0 0 0 0 0 49 0 0 106 08:15 0 0 0 0 1 34 0 0 0 0 0 0 0 41 0 0 76 08:30 0 0 0 O 0 58 0 0 1 0 0 0 0 1 0 44 0 0 1 102 Hr Total 0 0 0 0 1 193 0 0 0 0 1 0 0 177 0 0 372 ---------------------------------------------- -TOTAL* 0 0 0 0 1 2 ------ 326 -----------------------------------------------. 0 0 1 0 0 4 0 ------------------------------ 1 1 335 1 0 1 669 Peak o,jr Analysis 7y Entire Intersection for the Period: 3'7.1.5 to OS:7.:: on 02 1.4/23 Peak 07 1= I Oi:15 ,. 7: tf:• Pere^n, .-D% O 0 1 n,:, ., 0': 0 0 ., _. O'; ;.L. Highest 05:45 oe':00 07:15 06:00 Volume 0 0 0 O 0 57 0 O I 0 0 1 0 0 I9 0 0 Hi total 0 57 1 49 PHF .0 .77 .50 .85 JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET ® SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 PEDESTRIAN & BICYCLE --------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET I From North IFrom East IFrom South (From West I Left Thru Right PEDS I I Left Thru Right I PEDS I Left Thru Right PEDS I I Left Thru Right PEDS I I Total Date02/13/23-------------------------------------------------------------------- — ---- — ------------------------------- 06:45 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 07:00 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 1 0 07:15 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 07:30 0 0 0 1 I 0 0 0 0 0 0 0 0 I 0 0 0 0 1 Hr Total 0 0 0 1 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 1 07:45 0 0 0 2 I 0 0 0 0 I 0 0 0 1 I 0 0 0 1 I 4 08:00 0 0 0 2 I 0 0 0 0 I 0 0 0 1 I 0 0 0 0 I 3 08:15 0 0 0 0 I 0 0 0 0( 0 0 0 0 I 0 0 0 0 I 0 08:30 0 0 0 1 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 1 Hr Total 0 0 0 5 I 0 0 0 0 I 0 0 0 2 0 0 0 1 I a ----------------------------------------------------------------------------------------------- *TOTAL- 0 0 0 6 I 0 0 0 0 I 0 0 0 2 ------------------------------------ 1 0 0 0 1 I a -------------- — ------------------------------------------------------------------------------------------------------------------ Peak Hour Analysis By Entire Intersection for the Period: 07:15 to 08:15 on 02/13/23 Peak start 07:15 I 07:15 I 07:15 I 07:15 ime 0 0 0 5 0 0 0 0 I 0 0 0 2 0 0 0 1 .__cent 0% 0% 01 100' 0% 0% 0% 0% I 0% 0% 0% 100% I 0% 0% 0% 100% I Pk total 5 I 0 I 2 1 I Highest 07:45 I 06:45 I 07:45 07:45 I Volume 0 0 0 2 0 0 0 0 I 0 0 0 1 1 0 0 0 1 I Hi total 2 0 I 1 I 1 I PHF .62 .0 I .50 I .25 I JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 DATE: 02/13/23 NE PARK STREET 0 SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR 6 DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM BEGIN TIME (MILITARY):15:45 Hrs Page 1 AUTOMOBILES, COMMERCIAL VEHICLES ---------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE ENE PARK STREET From North [From East IFrom South IFrom West Left Thru Right Other I Left Thru Right U-TURNI Left Thru Right Other I Left Thru Right U-TURNS Total Date02/13/23 ---------------------------------------------------------------- ------------------------------------------------------- 15:45 0 0 0 0 1 269 0 1 1 0 3 0 0 291 3 1 570 16:00 0 0 0 0 4 257 0 0 2 0 5 0 0 324 9 1 602 16:15 0 0 0 0 j 2 295 0 2 1 0 1 0( 0 313 4 0 619 16 _30 0 0 0 0 6 300 2 1 4 0 4 0 1 0 255 4 3 1 579 Hr Total 0 0 0 0 I 13 1121 2 4 8 0 13 0 0 1183 20 5 2369 16:45 0 0 0 0 6 289 0 1 2 0 2 0 0 265 0 2 567 17:00 0 0 0 0 j 12 306 0 0 0 0 2 0 0 3"75 1 2 698 17:15 0 0 0 0 j 10 289 0 0 0 0 4 0 0 332 2 1 638 17:30 0 0 0 0 1 4 277 0 0 1 1 0 4 0 1 0 301 5 2 1 594 Hr Total 0 0 0 0 32 1161 0 1 3 0 12 0 0 1273 8 7 2497 17:45 0 0 0 0 6 311 0 2 1 1 0 7 0 I 0 273 7 0 1 607 Hr Total 0 0 0 0 6 311 0 2 1 0 7 0 0 273 7 0 607 ------------------------------------ •TOTAL• n 0 fi ii ----------------------------------------------------------'------------------------------------ j ; . 593 -_ -7 j 7:: '? 1z 0 j n 2729 35 .2 S•� 7 3 PF:ak Hour Anal';7is 9 .y .. =n- re T• -.uers=ctror� tnr rr.e _ .�.:i_d l7 .7 tt: n ., 1�.�,n _ i't%21 vol.une 0 r) 0 32 1183 0 2 1 2 0 i7 0 0 1281 15 5 j Percent 0% 0% 0; 0: 3% 97% 01 0% 11; 0's 89=: 0% 1 0% 98: 13 0: j Pk total 0 1217 19 1301 Highest 15:45 17:45 17:45 17:00 volume 0 0 0 0 6 311 0 2 1 0 7 0 0 375 1 2 Hi total 0 319 8 378 PHF .0 .95 .59 .86 JW BUCKHOL2 TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 DATE: 02/13/23 NE PARK STREET @ SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM BEGIN TIME (MILITARY):15:45 Hrs Page 1 AUTOMOBILES --------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET I From North IFrom East (From South IFrom West I Left Thru Right Other I I Left Thru Right I U-TURNI Left Thru Right Other I I Left Thru Right I U-TURNI Total Date02/13/23 ----------------------------------------------------------------------- ------------------------------------------------ 15:45 0 0 0 0 1 236 0 1 I 1 0 3 0 0 261 3 1 507 16:00 0 0 0 o 4 214 0 0 2 0 5 0 0 284 9 1 I 519 16:15 0 0 0 0 2 252 0 2 1 0 1 0 I 0 267 4 0 I 529 16:30 0 0 0 0 I 6 258 2 1 4 0 4 0 I 0 222 4 3 1 504 Hr Total 0 0 0 O 13 960 2 4 I o 0 13 0 I 0 1034 20 5 2059 16:45 0 0 0 0 I 6 257 0 1 2 0 2 0 I 0 221 0 2 491 17:00 0 0 0 0 11 279 0 0 0 0 2 0 0 337 1 2 I 632 17:15 0 0 0 0 10 259 0 0 0 0 4 0 I 0 293 2 1 I 569 17:30 0 0 0 0 1 4 254 0 0 1 1 0 4 0 1 0 276 5 2 1 546 Hr Total 0 0 0 0 31 1049 0 1 I 3 0 12 0 I 0 1127 8 7 I 2238 17:45 0 0 0 0 6 282 0 2 1 1 0 7 0 1 0 247 7 0 1 552 Hr Total 0 0 0 0 I 6 282 0 2 I 1 0 7 0 0 247 ? 0 I 552 ------------------------------------------------------------------------------------------------- — --------------------------------- -TOTAL• 0 0 0 0 1 50 2291 2 7 I 12 0 32 0 I 0 2408 35 12 1 4849 --------------------------------- L—k Hour Analysis By Entire Intersec Peak start 17:00 Volume 0 0 0 0 Percent 0% 0% 0% 0% Pk total 0 Highest 15:45 Volume 0 0 0 0 Hi total 0 PHF .0 ----------------------------- tion for the Period: 17:00 t< 17:00 31 1074 0 2 3% 97% 0% 0% 1107 17:00 11 279 0 0 290 .95 ------------------------------------------------------------------- 1 18:00 on 02/13/23 17:00 I 17:00 2 0 17 0 I 0 1153 15 5 11% 0% 89% 0% 0% 98% 1% 0% 19 I 1173 17:45 17:00 1 0 7 0 0 337 1 2 8 I 340 .59 .86 JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 DATE: 02/13/23 NE PARK STREET c SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM BEGIN TIME (MILITARY):15:45 Hrs Page 1 COMMERCIAL VEHICLES ----------------------------------------------------------------------------------------------------------------------------------' INE PARK STREET ISE 13TH AVENUE INE PARK STREET j From North IFrom East jFrom South IFrom West Left Thru Right Other j j Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Total Date02/13/23 ---------------------------------------------------------------------------------------------------------------------- 15:45 0 0 0 0 j 0 33 0 0 0 0 0 0 0 30 0 0 63 16:00 0 0 0 0 j 0 43 0 0 j 0 0 0 0 j 0 40 0 0 83 16:15 0 0 0 0 j 0 43 0 0 0 0 0 0 j 0 46 0 0 j 89 16:30 0 0 0 0 1 0 42 0 0 0 0 0 0 1 0 33 0 0 1 75 Hr Total 0 0 0 0 0 161 0 0 0 0 0 0 j 0 149 0 0 310 16:45 0 0 0 0 0 32 0 0 0 0 0 0 0 44 0 0 76 17:00 0 0 0 0 j 1 27 0 0 0 0 0 0 0 38 0 0 66 17:15 0 0 0 0 0 30 0 0 0 0 0 0 j 0 39 0 0 j 69 17:30 0 0 0 0 0 23 0 0 1 0 0 0 0 I 0 25 0 0 I 48 Hr Total 0 0 0 0 I 1 112 0 0 0 0 0 0 1 0 146 0 0 I 259 17:45 0 0 0 0 1 0 29 0 0 1 0 0 0 0 I 0 26 0 0 1 55 Hr Total 0 0 0 0 1 0 29 0 0 1 0 0 0 0 I 0 26 0 0 1 55 *TOTAL• 0 0 0 0 I ] 3')7 _ - •:?1 ¢ C 62 F%eak Hour Arvi1v�;is By Enttire Inr.-orso Lion _ar th•.-_ Pefiod: 1"1:.):i ..: 10!: .... _ 1 2: volume 0 0 0 0 j 1 109 0 0; 0 0 0 U j 0 12? 0 0 Percent 0%; 0% 0 0< j 1= 99: 0% 0% j 0% 03 0% 0% 01-. 100" 0"-. Oo j Pk total 0 110 0 j 128 Highest 15:45 j 17:15 j 15:45 17:15 Volume 0 0 0 0 0 30 0 0 0 0 0 0 0 39 0 0 Hi total 0 30 0 39 PHF .0 .92 .0 j .82 j JW BUCKHOL2 TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 DATE: 02/13/23 NE PARK STREET Q SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM BEGIN TIME (MILITARY):15:45 Hrs Page 1 PEDESTRIAN & BICYCLE -------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET From North IFrom East IFrom South IFrom West Left Thru Right PEDS I Left Thru Right PEDS I Left Thru Right PEDS I Left Thru Right PEDS I Total Date 02/13/23 ------------------------------------------------------------- 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2. 16 :15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 : 15 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 17:30 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 1 Hr Total 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 17:45 0 0 0 3 0 0 0 0 1 0 0 0 0 1 0 0 0 0) 3 Hr Total 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 +TOTAL• 0 0 0 6 1 0 0 0 1 1 0 0 0 1 1 0 0 0 0 1 8 -------------------------------------------------------------------------------- E­ k Hour Analysis By Entire Intersection for the Period: 17:00 to 18:00 on 02/13/23 Peak start 17:00 17:00 17:00 17:00 Volume 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 Percent 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Pk total 6 0 0 0 Highest 17:45 I 15:45 15:45 15:45 Volume 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 Hi total 3 0 0 0 PHF .50 .0 .0 .0 APPENDIX C Actual Predicted Year X AADT (Y) AADT 2017 0 26000 25100 2018 1 25000 25550 2019 2 26000 26000 2020 3 24500 26450 2021 4 28500 26900 2022 5 27350 2023 6 27800 2024 7 28250 i = 1.7% TABLE C-1 LINEAR REGRESSION ANALYSIS SR 70, West of SR 710 BUCKHOLZ TRAFFIC Actual Year X AADT (Y) 2017 0 26500 2018 1 25500 2019 2 26000 2020 3 25000 2021 4 28500 2022 5 2023 6 2024 7 Predicted AADT 25600 25950 26300 26650 27000 27350 27700 28050 i = 1.3% H Q Q 30000 29000 28000 27000 26000 25000 24000 23000 22000 21000 20000 TABLE C-2 LINEAR REGRESSION ANALYSIS SR 70, East of US 441 0 1 2 3 4 5 6 7 BUCKHOLZ TRAFFIC FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2021 HISTORICAL AADT REPORT COUNTY: 91 - OKEECHOBEE SITE: 5012 - SR 70, EAST OF SR 15/700/US 98/441 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2021 28500 C E 14000 W 14500 9.00 58.00 15.60 2020 25000 C E 12500 W 12500 9.00 57.20 18.00 2019 26000 C E 13000 W 13000 9.00 57.30 16.40 2018 25500 C E 13000 W 12500 9.00 57.90 17.60 2017 26500 C E 13500 W 13000 9.00 58.80 14.00 2016 25500 C E 13000 W 12500 9.00 57.40 13.50 2015 27000 C E 13500 W 13500 9.00 56.60 13.00 2014 28000 C E 14000 W 14000 9.00 58.10 13.20 2013 26000 F E 13000 W 13000 9.00 58.10 11.30 2012 26000 C E 13000 W 13000 9.00 57.50 11.30 2011 29500 F E 14500 W 15000 9.00 56.90 8.20 2010 29500 C E 14500 W 15000 10.99 56.24 8.20 2009 31500 C E 16000 W 15500 10.97 57.93 8.70 2008 29500 C E 15000 W 14500 11.05 57.88 8.00 2007 31500 C E 16000 W 15500 10.65 60.38 8.40 2006 35000 C E 18000 W 17000 10.64 58.36 7.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES COUNTY: 91 STATION: 5012 DESCRIPTION: SR 70, EAST OF SR 15/700/US 98/441 START DATE: 08/11/2021 START TIME: 1645 DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL --------------------------------------------------------------------------------------- 0000 24 20 14 17 75 30 23 12 16 81 156 0100 12 13 6 10 41 7 11 26 18 62 103 0200 10 6 9 6 31 16 17 14 19 66 97 0300 11 13 14 19 57 21 12 17 23 73 130 0400 32 27 47 65 171 14 27 30 49 120 291 0500 69 111 141 159 480 58 76 73 102 309 789 0600 170 194 187 203 754 121 136 204 232 693 1447 0700 209 195 193 185 782 166 227 268 331 992 1774 0800 215 192 177 175 759 219 199 201 218 837 1596 0900 153 165 154 176 648 170 176 157 200 703 1351 1000 180 174 176 165 695 191 190 187 189 757 1452 1100 182 165 192 182 721 202 204 220 186 812 1533 1200 218 212 179 201 810 195 163 208 216 782 1592 1300 205 182 177 201 765 184 171 205 196 756 1521 1400 196 216 202 231 845 175 201 231 234 841 1686 1500 268 252 210 226 956 225 239 260 221 945 1901 1600 303 267 239 226 1035 217 259 261 264 1001 2036 1700 300 274 278 222 1074 256 274 221 242 993 2067 1800 224 187 163 137 711 250 235 171 187 843 1554 1900 150 124 131 109 514 149 142 142 117 550 1064 2000 118 144 120 108 490 124 103 84 79 390 880 2100 108 64 61 54 287 79 65 59 67 270 557 2200 54 48 46 57 205 43 42 31 48 164 369 2300 46 35 20 22 123 39 27 26 15 107 230 --------------------------------------------------------------------------------------- 24-HOUR TOTALS: 13029 13147 26176 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 645 800 715 1045 715 1833 P.M. 1645 1078 1630 1055 1630 2094 DAILY 1645 1078 1630 1055 1630 2094 TRUCK PERCENTAGE 14.63 16.56 15.60 ------------------------------------------------------------------------------- CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 138 7300 3611 50 665 198 40 200 723 27 0 2 1 0 74 1906 13029 W 141 6641 4132 45 874 247 20 220 743 24 2 1 1 0 56 2177 13147 I GENERATED BY SPS 5.0.55P APPENDIX D CAPACITY CALCULATIONS UNSIGNALIZED INTERSECTIONS \ r. ,a� 1L a a I TAI A a Ld 1 HCS Two -Way Stop -Control Report General Information Site Information Analyst J. Buckholz Intersection NE Park Street / SE 13th Avenue ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Uate Performed 2/14/2023 East/West Street NE Park Street Analysis Year 2023 North/South Street SE 13th Avenue Time Analyzed Weekday AM Peak Hour Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes J41J.41-1. 5 L J .L � F 4 G llty11'r Major Street East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R " ;ority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 .mber of Lanes 1 0 2 0 0 1 2 0 0 1 0 0 0 0 Configuration U T TR L T LR Volume (veh/h) 4 879 4 0 7 1114 2 7 Percent Heavy Vehicles (%) 0 0 14 0 29 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 7.5 6.9 Critical Headway (sec) 6.40 4.38 6.80 7.48 Base Follow -Up Headway (sec) 2.5 2.2 3.5 3.3 Follow -Up Headway (sec) 2.50 2.34 3.50 3.59 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 8 10 Capacity, c (veh/h) 218 605 350 We Ratio 0.02 0.01 0.03 95% Queue Length, Qys (veh) 0.1 0.0 0.1 Control Delay (s/veh) 21.9 11.0 15.6 ,el of Service (LOS) C B C Hpproach Delay (s/veh) 0.1 0.1 15.6 Approach LOS A A C Copyright m 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 2/14/2023 6:45:23 PM 2023_AM_ParkSt_SE 13thAve.xtw General Information Analyst Agency/Co. J. Buckholz BUCKHOLZ TRAFFIC Date Performed 2/14/2023 Analysis Year 2023 a_ Time Analyzed Weekday AM Peak Hour Intersection Orientation East-West #23-1820 Project Description Lanes Site Information Intersection NE Park Street / Hampton Inn Driveway Jurisdiction Okeechobee County East/West Street NE Park Street North/South Street _ Hampton Inn Driveway Peak Hour Factor 0.86 Analysis Time Period (hrs) 0.25 Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound ; _ Southbound _ Movement U L T R U L T R U L T R U L T R Priority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 0 Configuration T TR L T R Volume (veh/h) j 87S 2 J 0 1 4 1116 d j i 14 Percent Heavy Vehicles (%) 0 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) No Left O Only Delay, Queue Length, and Level of Service 1 Flow Rate, v (veh/h) 5 1 1 1 1 16 Capacity, c (veh/h) 676 509 v/c Ratio 0.01 0.03 95% Queue Length, Qys (veh) 0.0 0.1 Control Delay (s/veh) 10.4 12.3 Level of Service (LOS) 8 B Approach Delay (s/veh) 0.0 12.3 Approach LOS A B Copyright ® 2023 University of Florida. All Rights Reserved. HCS11 TWSC Version 2023 Generated: 2/14/2023 7:05:17 PM 2023_AM_ParkSt_H a m ptonIn n.xtw General Information AWay StopA •Report O Site Information Analyst J. Buckholz Intersection NE Park Street / SE 13th Avenue ,ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County uate Performed 7/7/2023 East/West Street NE Park Street Analysis Year 2024 North/South Street SE 13th Avenue Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes 1 4 ,r � r "i'tTY1 Fr Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R --iority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 ,tuber of Lanes 0 1 2 0 0 1 2 1 0 0 1 0 0 1 Configuration L T TR L T R R R Volume (veh/h) 4 18 917 4 0 7 1133 18 9 51 Percent Heavy Vehicles (% 0 2 0 14 29 2 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 4.1 6.9 6.9 Critical Headway (sec) 6.40 4.14 4.38 7.48 6.94 Base Follow -Up Headway (sec) 2.5 2.2 2.2 3.3 3.3 Follow -Up Headway (sec) 2.50 2.22 2.34 3.59 3.32 Delay, Queue Length. and Level of Service Flow Rate, v (veh/h) 26 8 10 59 Capacity, c (veh/h) 383 580 425 406 v/c Ratio 0.07 0.01 0.02 0.15 95% Queue Length, Q,s (veh) 0.2 0.0 0.1 0.5 Control Delay (s/veh) 15.1 11.3 13.7 15.4 -el of Service (LOS) C B B C Approach Delay (s/veh) 0.4 0.1 13.7 15.4 Approach LOS A A 8 C Copyright ® 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 7/7/2023 5:37:47 PM 2024_B_AM_P a rk5t_S E 13thAve.xtw General Information` Site Information Analyst J. Buckholz Intersection NE Park St. / Hampton Inn / NE 12th Ave. Agency/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Date Performed 7/7/2023 East/West Street NE Park Street Analysis Year 2024 North/South Street Hampton Inn Drive / NE 12th Avenue Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes J4 1A4kI-1. 1 .L 4- �C. IItYt t,r Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound 1 Northbound i Southbound Movement U L T R U L T R U L T R U L T R Priority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 1 Configuration T TR L T TR R R Volume (veh/h) i i 906 2 25 1 4 1 1159 i 0 i i 14 ^ Percent Heavy Vehicles (%) 2 2 2 0 Proportion Time Blocked Percent Grade (%)__ 0 0 Right Turn Channelized v No No Median Type I Storage V Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) i 6.4 4.1 6.9 6.9 Critical Headway (sec) _ 6.44 4.14 6.94 6.90 Base Follow -Up Headway (sec) 2.5 2.2 3.3 3.3 Follow -Up Headway (sec) 2.52 2.22 3.32 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 34 16 1 Capacity, c (veh/h) 320 495 402 v/c Ratio 0.11 0.03 0.00 95% Queue Length, Qqs (veh) 0.4 0.1 0.0 Control Delay (s/veh) 17.6 12.5 14.0 Level of Service (LOS) C B B Approach Delay (s/veh) 0.4 12.5 14.0 Approach LOS A B 8 Copyright m 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 7/11/2023 10:33A9 AM 2024_B_AM_ParkSt_Ham ptonlnn.xtw rGeneralInformation Site Information J. Buckholz Intersection NE Park St. / Hampton Inn / NE 12th Ave. ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Date Performed 7/7/2023 East/West Street NE Park Street Analysis Year 2024 North/South Street Hampton Inn Driveway / N E 12th Avenue Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes 4 � +� t 11tYttr Major Street East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R .;ority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 member of Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 1 Configuration T TR L T TR R R Volume (veh/h) 1347 37 88 19 1182 21 17 46 Percent Heavy Vehicles (%) 2 2 2 2 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 6.9 6.9 Critical Headway (sec) 6.44 4.14 6.94 6.94 Base Follow -Up Headway (sec) 2.5 2.2 3.3 3.3 Follow -Up Headway (sec) I I -::::H 2.52 2.22 3.32 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 118 19 51 Capacity, c (veh/h) 164 348 405 v/c Ratio 0.72 0.05 0.12 95% Queue Length, Qgs (veh) 4.3 0.2 0.4 Control Delay (s/veh) 68.7 15.9 15.2 -el of Service (LOS) F C C Approach Delay (s/veh) 5.6 15.9 15.2 Approach LOS A C C Copyright ® 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 7/7/2023 5:44:32 PM 2024_B_PM_ParkSt_Ham ptonlnn.xtw General Information Site Information Analyst J. Buckholz Intersection NE Park Street / SE 13th Avenue Agency/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Date Performed 7/7/2023 M East/West Street NE Park Street Analysis Year 2024 North/South Street SE 13th Avenue Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes J 4 1 L 1 A- 4- � r 11tyt1r Major Street: East-West Vehicle Volumes and Adjustments Approach-^-�- Eastbound_ - L Westbound Northbound Southbound Movement U L T R U L T R U L T T R U r L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 1 0 0 1 0 0 1 Configuration L T TR L T R R R Volume (veh/h) 14 88 1336 14 2 31 1167 ; 84 p 18 130 Percent Heavy Vehicles (%) 2 2 ^0 3 0 2 Proportion Time Blocked y Percent Grade (%) 0 0 Right Turn Channelized No No No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) T 6.4 4.1 1 6.4 4.1 6.9 6.9 Critical Headway (sec) T 6.44 4.14 6.40 4.16 6.90 6.94 Base Follow -Up Headway (sec) 2.5 2.2 2.5 2.2 3.3 3.3 Follow -Up Headway (sec) 2.52 2.22 2.50 2.23 3.30 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 112 36 20 143 Capacity, c (veh/h) 370 400 363 417 v/c Ratio 0.30 0.09 0.05 0.34 95% Queue Length, Qes (veh) 1.3 0.3 0.2 1.5 Control Delay (s/veh) 18.9 14.9 15.5 18.1 Level of Service (LOS) C B C C Approach Delay (s/veh) 1.3 0.4 15.5 18.1 Approach LOS A A C C Copyright ® 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 7/7/2023 5:41:02 PM 2024_B_P M_ParkSt_S E13thAve.xtw HCS Two -Way Stop -Control Report General Information Site Information Analyst J. Buckholz Intersection NE Park Street / Hampton Inn Driveway ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County uate Performed 2/14/2023 East/West Street NE Park Street Analysis Year 2023 North/South Street Hampton Inn Driveway Time Analyzed Weekday PM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes L iltyt rr Major Street East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R ority 1U 1 2 3 4U 4 5 6 7 1 8 9 10 11 12 .tuber of Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 0 Configuration T TR L T R Volume (veh/h) 1232 36 0 19 1123 17 Percent Heavy Vehicles (%) 0 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 4.1 6.9 Critical Headway (sec) 4.14 6.94 Base Follow -Up Headway (sec) 2.2 3.3 Follow -Up Headway (sec) 2.22 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 21 19 Capacity, c (veh/h) 487 384 We Ratio 0.04 0.05 95% Queue Length, Q95 (veh) 0.1 0.2 Control Delay (s/veh) 12.7 14.9 91 of Service (LOS) B B Approach Delay (s/veh) 0.2 14.9 Approach LOS A B Copyright 0 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 2/14/2023 7:07:47 PM 2023_PM_ParkSt_HamptonInn.xtw General Information Site Information Analyst 1. Buckholz Intersection NE Park Street / SE 13th Avenue Agency/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Date Performed 2/14/2023 East/West Street NE Park Street Analysis Year 2023 North/South Street SE 13th Avenue Time Analyzed Weekday PM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes J d 1 J.4- L � L 4 } '1ItY1 rl" Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 1 0 2 0 0 1 2 0 0 1 0 0 0 0 Configuration U T TR L T LR Volume (veh/h) j 5 j 1230 i 14 i 2 31 1 1136 i S 2 16 i 3 Percent Heavy Vehicles (%) 0 0 3 0 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type j Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 6.4 4.1 7.5 6.9 Critical Headway (sec) 6.40 6.40 4.16 6.80 6.90 Base Follow -Up Headway (sec) 2.5 2.5 2.2 3.5 3.3 Follow -Up Headway (sec) 2.50 2.50 2.23 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 36 20 Capacity, c (veh/h) 234 449 329 v/c Ratio 0.02 0.08 0.06 95% Queue Length, Q9s (veh) 0.1 0.3 0.2 Control Delay (s/veh) 20.8 13.7 16.6 Level of Service (LOS) C B C Approach Delay (s/veh) 0.1 0.4 16.6 Approach LOS A A C Copyright ® 2023 University of Florida. All Rights Reserved. HCS' TWSC Version 2023 Generated: 2/14/2023 6:50:35 PM 2023_P M_ParkSt_SE13thAve.xtw PM PEAK HOUR r: b R • -HALFASMlL b • ELEVATION NOTES: SPLR FACE BLOCK SAND FINISH STUCCO STUCCO FNISH HORIZONTAL BANDS C----US PARAPET CORNICE - REFER TO ELEVATIONS FOR SIZE. nAWNING- REFER TO BUILDING PLANS nCONTINUOUSMETALACCENT BAND DISPLAY WINDOW g D g l Lm A] GVACUUM STATIONS A TOWER B U ��PROPOSED ELEVATION - WEST L SSM. viC-1-0 i b If 1 i 0 L 2 L �f C k x s 3 PROPOSED ELEVATION -EAST I s<e. v1s• 1-0 g � �j j W U �n O Q N U k iL' x od Wo U Issue OaUs Rahnon 110-WZ2 RESPONSE COMMENTS O a ,X wo $ zQ Aw I AM0 Q7- Date of Issue • • • C:\Project Files\Car Wash Concept - 22014 - 6525 E COLONIAL - SD Craig.rvt q ©oaaaaom a m Z H Z = m z T S m 9 D 2 ti p O p O i O z > O N m c� O A S A I7n T O H s I I I zA•-o' 13'-r 1'-r I 0 I > , 'o I a y I W 0 W 2 0' I I I I CO G I I D m 2a'-P 3 W 13'-r I I z I _ m I 1c'.s• D ' I I D CD n ° fmJ C � r r t-r m { O I Gm Iv D — se� sew e0 a T e0 N T d m 0 cn m 0 m m c z m O O m m z �! 0 z m z o0 O � _-R xr L= O z = m v 2- W-0' 6 PLOTTED AT 11" X 17'. SCALE IS ONE HALF AS NOTED. o �, s q .:.•° r ^� ''•F tHOj'",P T o Y ems. � o„ DESIGN -EXTERIOR ELEVATION � A RCHITECTURE CAR WASH CONCEPT >=tyGltyEERIhG p LAnnlnG N o: A=o > � y� y� o � '° P =r yl�•"'+. b311d,,,=�� / N m ` wzpd o `N^ o m d i o `¢ 6525 E COLONIAL DRIVE sAaAsurn. FLORIDA ORLANDO, FL 32807 J�',. °'1-J6B-�f' fA%: vil-16cW6 '•.,,,,,,n"�O\ FAT Q yy =Z ``....__. hti �fMnfa f}ff tfwTb�4rN if alh� 3 Scale: As indicated F-- CROUP INC ......P,.yae1 • • • C:\Project Filcs\Car Wash Concept - 22014 - 6525 E COLONIAL - SD Craig.rvt V O I eF% m z� ymO O L G> ➢D mD o, 00 qA aCn Q rT1 �� Ri. D W :w o. _ m m I W = I e= O D O m < m m I 4m ° m a° n n I n , n o ° = m r r I r r I- - y n i m Z O O O o T In Cl) _ .. Cn (n I O I f m i c . Z C - _..� N C C I C I 0 p o O 4 I �J I t➢i C ti p m m m m 3 p _ nm�T1 O $ O D I I g C n � I r � I � I n _ _ = m I m i r m m � < m m m D D D i g-e O o!T n O o!T D W p O of O o Z Z Z o'T Z IT ti Cl ff PLOTTED AT 11' X 17'. SCALE IS ONE HALF AS NOTED. 10T VAUD WITHOUT EMBOSSED SEAL AND SIGNATURE or THE ARCHITECT. O MI BY PARKER WALTER GROUP INC. TRASH ENCLOSURE s ELEVATIONS p c ? y c � w Fcr d Scale :Asindicated CAR WASH CONCEPT C ARCH I T E C I N R E ENGINEERING PLANNING 6525 E COLONIAL DRIVE (I'jlr * S. W 9U'-1 w—'r ORLANDO, FL 32807 I IIF�l FA.: %I-36FLORIDA FAX: Nnr=MnNtn.\N iM rn GROUP INC �N'•.\N'IM! �� 1M ,MrNTI'— w.pNpnn • 0 s SITE -ENTRY to- (, _V !TALL SITE J ads 1T t d ;1 ENTRY -TUNNEL sa. tT t a A.� LLJ R v-L 91 _ J� J a � LU e; Q {t G p![ �a cJ Z O Y V F a Uo Om x oc 3 �o U Ipue Daks R-id— en i 3 'S M _ a W, Plot Date 10/6/2022 9:54:50 AM Project No. 22013 Drawn By CT DS-11.10 ti ,•°' 9 R k, •�, O m z A 7305 Date of Issue 4* AMERICAN CIVIL ENGINEERING CO. 20- NORTH MOSS ROAD, SUITE '_''I I • WINTER SPRINGS, FLORIDA 31708 Telephone: (407) 327-7700 • �vww.americanci-,,,ilen ineerin..crnrI I'l% xu i. t n ili1xin,t "into "0110 10/20/2023 CITY OF OKEECHOBEE 55 SE 3RD AVE OKEECHOBEE FL, 34974 SUBJECT: AGENT AUTHORIZATION FORM 1/WE, Park Street Okeechobee LLC AS THE APPLICANT FOR THE PROPERTY DESCRIBED AS PARK STREET CARWASH ON PARCELS 2-15-37-35-OA00-00009-A000, 2-15-37-35-OA00-00009 0000, & 2-15-37-35-OA00-00010-0000 (IN CONJUNCTION WITH PARK STREET COMMERCE CENTER MASTER DEVELOPMENT), DO HEREBY AUTHORIZE TO ACT AS MY/OUR AGENT, 1OHNNY HERBERT IV, PE OF AMERICAN CIVIL ENGINEERING COMPANY, TO EXECUTE ANY PETITIONS OR OTHER DOCUMENTS NECESSARY TO AFFECT THE APPLICATION APPROVAL REQUESTED AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS, SITE PLAN APPROVAL & SPECIAL EXCEPTION — CARWASH, AND TO APPEAR ON MY/OUR BEHALF BEFORE ANY ADMINISTRATIVE OR LEGISLATIVE BODY IN THE CITY CONSIDERING THIS APPLICATION TO ,ACT IN ALL ASPECTS AS OUR AGENT IN MATTERS PERTAINING TO THE APPLICATION. DATE: 10-20-2023 (�//Adam Ramsay SI cf<AruRE APPLICANT PRINT NAME OKEECHOBEE UTILITY AUTHORITY '100 SW 5th Avenue lTI) Okeechobee, Florida .34974-4221 �1 (863 ) '763-9460 November 29, 2022 FAX: (863 ) 467-4335 Mr. Johnny Herbert IV, P.E. American Civil Engineering Co. 207 N. Moss Road, Suite 211 Winter Springs, Florida 32708 Ref: Wastewater Capacity Request Parcel ID: 2-15-37-35-OA00-00009-0000 2-15-37-35-OA00-00009-A000 2-15-37-35-OA00-00010-0000 2-15-37-35-OA00-00010-0010 2-15-37-35-OA00-00011-0000 Dear Mr. Herbert: In reference to a request of the availability of wastewater capacity to the subject property, I submit the following information for your use in the permitting for the above referenced project. The Okeechobee Utility Authority owns and operates one regional wastewater treatment plant with a FDEP permitted capacity of 3.0 MGD. During the twelve month period from June 2021 to May 2022, the annual average daily demand was 0.956 MGD, or about 32% of the current 3.0 MGD treatment capacity. The OUA has wastewater service near the subject property. Any extensions or upgrade requirements to the wastewater system due to the designs or demands of the proposed project will be at the project owner's expense. Should you have any other questions, comments or concerns with regards to the wastewater system capacity, please contact the OUA at 863.763.9460. Sincerel , n F. Hayfor , P. . Executive Direc OKEECHOBEE UTILITY AUTHORITY 100 SW 5th Avenue f Okeechobee, Florida 34974-4221 763-9460 FAX: (863) 467-4335 November 29, 2022 Mr. Johnny Herbert IV, P.E. American Civil Engineering Co. 207 N. Moss Road, Suite 211 Winter Springs, Florida 32708 Ref: Water Capacity Request Parcel ID: 2-15-37-35-OA00-00009-0000 2-15-37-35-OA00-00009-A000 2-15-37-35-OA00-00010-0000 2-15-37-35-OA00-00010-0010 2-15-37-35-OA00-00011-0000 Dear Mr. Herbert: In reference to a request for the availability of water capacity to the subject property, I submit the following information for your use in meeting the potable water demand requirements for the project. The Okeechobee Utility Authority owns and operates two water treatment plants with a combined treatment capacity of 6 MGD. During the twelve month period from June 2021 to May 2022, the maximum daily flow was 3.86 MGD, or about 64% of capacity. At the present time, the OUA has excess capacity at the treatment plants. The OUA does have a potable water distribution main in the State Road 70E right-of-way. Any upgrade requirements to the water main infrastructure due to the design or demands of the proposed project will be at the property owners' expense. Should you have any questions, comments or concerns with regards to the water system capacity, please contact the OUA at 863-763-9460. Sincerely, ' l John F. Hayford Executive Director Okeechobee Utility Authority SEC 90-483 Modification of Parking Requirements Per Code 90-512(2) 1-space per 150SF 41600 / 150 = 31 spaces Max reduction allowed per 90-483 in CHV zoned 20% 24/31 = 0.77 Proposed spaces = 24 justification based on equivalent peers throughout state Spaces EXH Vacuum Employee '13 5 2 14 0 1.6 19 0 3 6 4.0 4 7 8 19 6 VG 1 DRO DOSED 19 5 -Imposed c:ar%svash exceeds the neer average in both vacuums and employee parking. ..E.-Colonia vow Mist rear A E� One Way Try 13 vacuum E 5 employee 787 �T" A 44t Car W vOld C F nwy ( Google Che 163 Alom a Self it r r C If 4 LN , i r4 52i