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HomeMy WebLinkAbout2021-07-06 Approved PlansPlanning & DaV610pinanp Services APR 0 6 2021 PROJECT DIRECTORY DEVELOPER: STORAGE UNITS, LLC 350 E CROWN POINT ROAD, SUITE 1080 WINTER GARDEN, FL 34787 PHONE: (407) 347-9614 PHONE: (877) 917-2743 CIVIL ENGINEER: COMMON OAK ENGINEERING, LLC 1209 EDGEWATER DRIVE, SUITE 100 ORLANDO, FL 32804 PHONE: (407) 505-8374 GEOTECH ENGINEER: UNIVERSAL ENGINEERING SCIENCES, INC. 820 BREVARD AVENUE ROCKLEDGE, FL 32955 PHONE: (321) 638-0808 FAX: (321) 638-0978 SURVEYOR: STEPHEN J. BROWN, INC. 619 EAST 5TH STREET STUART, FLORIDA 34994 PHONE: (772) 288-7176 FAX: (772) 288-9995 SITE PLAN APRRQV -D / 7/ 6 6a/ Approval Date Goal- 3!l Approval Doc. & Number UTILITY PROVIDERS WATER: ST. LUCIE COUNTY UTILITIES 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 PHONE:(772)462-1150 CONTACT:DANA WARD ELECTRIC: FLORIDA POWER AND LIGHT ST LUCIE 10930 GLADES CUT OFF RD PORT ST. LUCIE, FL 34986 PHONE:(772)462-0555 SEWER: ST. LUCIE COUNTY UTILITIES 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 PHONE:(772)462-1150 CONTACT:DANA WARD STORM: SOUTH FLORIDA WATER MANAGEMENT DISTRICT 780 SE INDIAN STREET STUART, FL 34997 772-223-2600 COMMUNICATIONS: COMCAST 261 SW PORT ST, BOULEVARD PORT ST. LUCIE, FL 34984 PHONE:(800)266-2278 CONSTRUCTION DRAWINGS FOR SELF STORAGE M SE CORNER TURNPIKE FEEDER RD & MIRAMAR AVENUE PREPARED FOR: STORAGE UNITS, LLC. PARCEL NUMBER: 1313-232-0002-000-1 '14, e i3" µ a' vt. �N' + k v 1 " n x .__ AERIAL MAP ,`AERIAL MAP NOT TO SCALE " NOT TO SCALE saq eXTIw, Dr LEGAL DESCRIPTION Y s Karl •� .��° =' 1"6°. 'N0 Lakewood Park - BIB81't'�r� lakoou Ual,vi±rY n O n9 TUUCII 001le Dreant Dpr1t1 " THAT PART OF THE SOUTHWEST V4 OF THE NORTHWEST Y, OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 �'+esRt z Tekaoutf bet, wy ,w `` EAST, ST. LUCIE COUNTY, FLORIDA LYING EAST OF SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. 713) AND NORTH OF INDRIO ROAD. SUNSHINE 310 f — w LESS AND EXCEPT ROAD RIGHTS -OF -WAY AS DESCRIBED IN THOSE CERTAIN DEEDS RECORDED IN OFFICAL Mai Ave ,+'.,.,.m:d n , 'Miramar A+:. •.,rRECORD BOOK 585, PAGES 1449 THROUGH 1451, AND OFFICAL RECORD BOOK 649, PAGES 027 AND 028, OF PROJECT LOCATION THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ©µ. LESS AND EXCEPT: THAT PART OF THE SOUTHWEST /4 OF THE NORTHWEST % SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LYING EAST OF SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. 713) AND LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: nary i t qu tk nI te rich I fir Ilqu COMMENCING AT A POINT (RO.C.) BEING THE SOUTHEAST CORNER OF THE SOUTHWEST''/4 OF THE Baalh Oaallet Wash $ rold NORTHWEST'/4 OF SAID SECTION 13, RUN THENCE NORTH 00° 02' 03"WEST ALONG THE EAST LINE OF THE e u=i=I acre SOUTHWEST'/4 OF THE NORTHWEST'/4 OF SAID SECTION 13, 708.55 FEET TO THE POINT OF BEGINNING po' (RO.B.); THENCE RUN SOUTH 89° 59' 58" WEST, PARALLEL WITH THE %SECTION LINE, 760.46 FEET; THENCE atermill express y RUN SOUTH 44° 59' 58" WEST, 51.71 FEET; THENCE RUN NORTH 45° 00' 02" WEST, 268.56 FEET; THENCE RUN ndrio Crossings NORTH 750 00' 02" WEST 202.22 FEET TO THE EAST RIGHT-OF-WAY LINE OF SUNSHINE STATE PARKWAY It Carnet ShappingCenter F Chlrus Garden 9hopMnc man FEEDER ROAD (S.R. 713) AND THE END OF THIS DESCRIBED LINE. MCDO"alds apeul,I Taker'.ia • "felwrap )Dun i uy � i➢�I :gay_ _ .- - Q ' LOCATION MAP;------' indrloRd .hd cheurun RO,yke1 F NOT TO SCALE Auto Parts e, •re l GENERAL REVISION LOG NO: F DATE: REVISION/ISSUE: SHEETS REVISED BY: 1 12/17/20 ST LUCIE COUNTY DRC COMMENTS SP2.0, SP3.0, SP3.1, SP3.2, SP4.0, SP4.1 RWB 2 03/23/21 ST LUCIE COUNTY DRC COMMENTS SP2.0, SP4.0, SP4.1 RWB PLAN SHEET INDEX SP1.0 COVER SHEET SP2.0 SITE PLAN SP3.0 LANDSCAPE PLAN SP3.1 TREE PRESERVATION PLAN SP3.2 IRRIGATION PLAN SP4.0 TRUCK TURN EXHIBITS SP4.1 DETAIL SHEET A1.0 SITE LAYOUT A2.0 1ST FLOOR FLOOR PLAN A3.0 2ND FLOOR FLOOR PLAN A4.0 3RD FLOOR FLOOR PLAN A5.0 ELEVATIONS A6.0 ELEVATIONS A7.0 BUILDING PERSPECTIVES A8.0 STORAGE UNIT INFORMATION SURVEY LEGEND: ® NO. OF PARKING SPACES # / CX.X DETAIL NO. / SHEET HEAVY DUTY ASPHALT PAVEMENT PROPOSED CONCRETE SURFACE — W WATER LINE - UGE ELECTRIC LINE — SS WASTEWATER LINE - SFN BURIED FORCE MAIN - UGT TELEPHONE LINE FIRE HYDRANT N VALVE ❑M WATER METER BACKFLOW PREVENTER WITH CONCRETE PAD 75.40 SPOT ELEVATION (TO TOP OF PAVEMENT UNLESS SPECIFIED OTHERWISE) FLOW ARROW AREVISION NUMBER FDC FIRE DEPARTMENT CONNECTION Ora 00 � 00 M O Z J�o oC)LL 00 Z J 0 zW0N�o Co ID W Q w 5 zM 0 0 U U) p O LO Z LL z M � Z Y° u Uz Y aX• r- rr 4 COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 407,951.5915 CERTIFICA E OF AUTHORIZATION: 32644 Lu Q z 0 Z Q = 5POI.- 0 m ::) (/)Q = C) J ILL.O J U Z Y m di Z) U) U) I O w z z ENGI h 'll�iCi[� Lei E# •{ 4�� aa�4tt \\� • N y�+� rtl 4s '� a° d. �. 36 R O 10 JE P.�!ki y6�6 , PROJECT # 220.051 DATE SHEET 2021 S P 1.0 6C -A SCALE N.T.S. COVER SHEET i LOCATION OF EXISTING FIRE � EXISTING FULL PROPOSED LOCATION OF HYDRANT PROPOSED MONUMENT ACCESS EXISTING CONNECT TO SIGN (1 OF 2) PROPOSED DRIVEWAY FORCE MAIN STORM \ EXISTING 8" HEIGHT: > 30 FT FULL ACCESS CONNECTION MANHOLE WATER MAIN SIGN AREA: 150 SF DRIVEWAY SS - TYPE 'IF" CURB BEN MARK \ C / NO N&TT CB - TYPE "F"CURB v �~ 0 ID 10' RIGHT OF GRATE E EV ORTH LINES 1 /4, N.W. 1 / + START OF 8' TALL SCREEN,0 5,01' E 6.08' = 18.7 ' WAY EX ION � °` WALL PER LDC 7.09.04E e 47.6' 79.8' 6 8 o ��O 79,5 = 9 '`' S89°58'49"V1l ( ASPHALT CMP P.O.B. 1 BBB PARCEL 1980.Fb1'^y3o .::::.p '. 21 (D)(C �hGR. J 9° t0 16 C LASH SFV� A 15" CABBIAG ALM p C NO. 124SMH S ..17 S' 8 6"W (D) O 1 8D�� � h4jl N NS' 6"W (C) - -, P. .�._ PROPOSED 15" 0 CABTA E PALM ND^�CgPE �l! E 23' 1?AUREL OAK I - r� P, !REL OAK. "O -" 6" SANITARY 15.1 ek I)�EL Nn 20' BUILDING D o -� ±221.0 LF 8' TALL FORCE MAIN �~ gEWER 1 VICINITY MAP 20.,7 Q yo 9U 444, 2 SETBACK 30 '` SCREEN WALL PER I �, a /��/� OT INCLUE �s I W L b. m 13 LDC 7.09.04E PROPOSED 0 LI AK I PUBLIC LINE qy TjF G 2 N. 1, 60 `/ p^ LIFT STATION 40 / E. 8 1,66/' Lo o I o / C7 m - PROPOSED 6" GRAVITY ti v�=^ / IV0J Mo ro p (0 SANITARY LINE I N Cd croi END OF 8' TALL SCREEN J I 770e m m WALL PER LDC 7.09.04E 335 LF DISTANCE. /�� LN 2 S89-26'07"E (D) 0 PINE n� _ ,/, 20 58913'02"E {C) SET IB so- r\ J / FROM EXISTING S 2o.3s / FIRE HYDRANT TO / ) 110.74' D) - - - - - \ s GRAPHIC SCALE �y ?S PROPOSED �15 ° PROPOSED 2 o b S�N/ER LINES Q BUILDING SEMENT \ 3Q 0 20 40 FIRE LINE / N 2 L j� / 70, START OF 8' TALL SCREEN '+ m r GATE WALL PER LDC 7.09.04E ( IN FEET) 01 20.45/' / / �� �� . ¢y PROPOSED PROPOSED WATER J I FENCE Do CV, Q ', 1 LINE /( Q 1 inch = 40 ft. • , , EXISTING ZO 67 n� PINE I PROPOSED ELEVATIONS BASED ON SIDEWALK CO . I ASPHALT NAVD 88 VERTICAL DATUM _ 0 PINE ,Q PROPOSED STORM DATUM CONVERSION: // // ° INE 20 I I STRUCTURE NGVD29 - 1.509' = NAVD 88 Q�- 700 R " 30, o� 4. . Q co h I I PROPOSEDSTORM 13; PINE ro oo rya / / I- PIPE WITH LEGEND ,2';' PINEr 40 ® �� / O I REQUIREDITYPAS SIN: 0 `� / AR Y U) 10' RIGHT OF WAY TAKING I 1 PROPOSED FIRE ;U/ ¢ W a Q ti LOCATION OF > a 21.41 / IN SPRINKLER LINE P R L > PROPOSED FIRE L U) i .,`: / 1 r CONNECTION TO THE / o 1 _ Z I CO HYDRANT Z / / r 7 I DIN / LOCATION OF �0 H w 0 LL PROPOSED FDC I- LL 20' 10" P NEB r' PROPOSED ¢ Q C7 ro J POINT OF CONNECTION i 00M CO m 4 I I w FOR WATERLINEDU 10 JN 1 �1 I �< FFFa l l (^o PROPOSED •. 1g 2 GATE I m z i °- VACANT LAND ryryti/ / / BIKE RACK2B PROPOSED MONUMENT / 40 ^o ti 40' 45' 1 m SIGN (2 OF 2) eV/< p/1 / -40 45 1 I ±447.1 LF 8' TALL Ica HEIGHT: > 30 FT T/F NG / z - ryti�/ / Lu O SCREEN WALL PER U D / / Y A - LDC 7.09.04E SIGN AREA: 150 SF me ^� a a a / 700 PROPOSED R20' Q FND 5/8" 4 IB & C 22.05 / r FENCE + tCL / / /' ^ 20 Rg R25' z r W 333315" 0 CABBAGE PALM N 0.0T W 0.08' titi / ^J �� R25` U d I I y to � c}ti M� XIVATE 0 °o I 80 0p E o ? IM MAT L C TION) N (2) T ES M FND LOCATION OF Sy7y /ryti A p / BUFpF TOP BR 4 EXSTORM ISTINGC AO RO p'�v75°0o,� // s� I: N D MANHOLE U 0 c/ i ti PROJECT DIRECTORY DEVELOPER: STORAGE UNITS, LLC 350 E CROWN POINT ROAD, SUITE 1080 WINTER GARDEN, FL 34787 PHONE: (407) 347-9614 PHONE: (877) 917-2743 CIVIL ENGINEER: COMMON OAK ENGINEERING, LLC 1209 EDGEWATER DRIVE, SUITE 100 ORLANDO, FL 32804 PHONE: (407) 505-8374 GEOTECH ENGINEER: UNIVERSAL ENGINEERING SCIENCES, INC. 820 BREVARD AVENUE ROCKLEDGE, FL 32955 PHONE: (321) 638-0808 FAX: (321) 638-0978 SURVEYOR: STEPHEN J. BROWN, INC. 619 EAST 5TH STREET STUART, FLORIDA 34994 PHONE: (772) 288-7176 FAX: (772) 288-9995 GENERAL DEVELOPMENT NOTES PHASING: THE SITE IMPROVEMENTS SHOWN HEREIN ARE TO BE CONSTRUCTED IN A SINGLE PHASE WATER: ST LUCIE COUNTY UTILITIES WASTEWATER: ST LUCIE COUNTY UTILITIES ELECTRIC: FLORIDA POWER AND LIGHT ST LUCIE COMMERCIAL DESIGN STANDARDS: COMPLIANCE WITH ST LUCIE COUNTY COMMERCIAL DESIGN STANDARDS SIGN PLAN: COMPLIANCE WITH ST LUCIE COUNTY SIGNAGE ORDIANCE NOTE: THE DEVELOPER SHALL PROVIDE THE ST. LUCIE COUNTY/FT. PIERCE FIRE DISTRICT AND ST. LUCIE COUNTY SHERIFF'S DEPARTMENT WITH ADEQUATE ACCESS CONTROL DEVICES OR KEYS TO PERMIT EMERGENCY ACCESS TO THE PROPERTY. SIGHT LIGHTING: LIGHTS SHALL BE SHIELDED TO DIRECT ANY CLARE AWAY FROM ADJACENT PROPERTIES OR STREETS & WILL CONFORM WITH SECTION 7.09.04(K) OF THE ST LUCIE COUNTY LAND DEVELOPMENT CODE. LAND USE TABLE TAX PARCEL #: 1313-232.0002-000-1 LOCATION: BE CORNER TURNPIKE FEEDER RD & MIRAMAR AVENUE ZONING DISTRICT: COMMERCIAL GENERAL (CG) FUTURE LAND USE: COMMERCIAL (COM) CURRENT LAND USE: COMMERCIAL / RESIDENTIAL MULTIPLE -FAMILY (COM/RM) ADJACENT ZONING (NORTH): COMMERCIAL NEIGHBORHOOD (CN) ADJACENT ZONING (SOUTH): COMMERCIAL GENERAL (CG) ADJACENT ZONING (EAST): RM-9 (RESIDENTIAL MULTIPLE FAMILY) ADJACENT ZONING (WEST): COMMERCIAL NEIGHBORHOOD (CN) PROPOSED BUILDING SETBACKS REQUIRED/PERMITTED PROPOSED FRONT W ST : 25' (MIN) 25.00' REAR (EAST): 10' (MIN) 207.65' 2 SIDE AT CORNER (SOUTH): 20' (MIN) 59.75' LANDS CAPE BUFFER R NT(WE T): 15' (MIN) 25.00' REAR (EAST): 10' (MIN) 20.00' SIDE (NORTH): 15' (MIN) 26,21' SIDE AT CORNER (SOUTH): 10' (MIN) 22.79' TOTAL LOT AREA (ACRES): ±194,885 SF 4.47 ACRES 100% IMPERVIOUS AREA (TOTAL) ±115,216 SF 2.64 ACRES 59.10% PROPOSED BUILDING ±34,400 SF 0.79 ACRES 17.65% PROPOSED COVERED RV/BOAT ±27,913 SF 0.64 ACRES 14.32% PROPOSED CONCRETE ±2,633 SF 0.06 ACRES 1.35% PROPOSED PAVEMENT ±50,240 SF 1.15 ACRES 25.78% PERVIOUS AREA ±79,699 SF 1.83 ACRES 40.90% NITS STORAGE UNITS: 2 725ESPACES PARKING STALLS: 0.1PER 1,000 SF OF GFA 10300 = 14 STALLS REQUIRED14 ROPOSED (3 F THE 14 ARE FOR RVIBOAT PARKING) BUILDING GROSS FLOOR AREA: NA p0 2 FLOOR AREA RATIO: NA MAX BUILDING COVERAGE: 50% ±31.97% (INCLUDES COVERED RV/BOAT STORAGE) LOT WIDTH: 100 (MIN) PRIMARY BUILDING HEIGHT: 60' MAX ±46.5' 1 FEMA: FLOOD ZONE X FIRM PANEL #:1211100070J DATED FEBRUARY 19, 2020, ST. LUCIE COUNTY, FL THE REQUIRED PARKING RAMO FOR ITE LAND USE CODE 151 (MINI -WAREHOUSE) IS AS FOLLOWS: REQUIRED PROPOSED WEEKDAY1 36 PARKING / 100 STORAGE UNITS 725 /100 = 7.25 X 1.36 = 9,86 10 12 + 2 HANDICAP SPACES OR WEEKDAY: 0.10 PARKING / 1,000 S.F.GFA 103,20011,000 =103.2 X 0,10 =10.32 11 12 + 2 HANDICAP SPACES QOR WEEKDAY:1.57 PARKING! EMPLOYEES 1.57 X 2 = 3.14 3 12 + 2 HANDICAP SPACES THIS GENERALIZED TRAFFIC ANALYSIS WAS UNDERTAKEN IN SUPPORT OF A PROPOSED DEVELOPMENT CONSISTING OF A 103,200 SQUARE FOOT STORAGE FACILITY TO BE CONSTRUCTED ON A LOT TO BE CREATED FROM PARCEL ID#: 1313-232-0002-000.1, IN FT PIERCE, FLORIDA. ACCESS TO THE SITE WILL BE PROVIDED VIA A DRIVEWAY ON MIRAMAR AVENUE. THIS ANALYSIS ASSESSES THE POTENTIAL TRAFFIC GENERATION OF THE PROPOSED DEVELOPMENT, IN ACCORDANCE WITH FDOT STANDARDS. BASED ON THE PROPOSED USE, MINI WAREHOUSE (ITE CODE 81151) AND GENERATION FIGURES SUPPLIED BY THE TRANSPORTATION ENGINEER'S TRIP GENERATION REPORT, 9TH EDITION, THE PROPOSED PROJECT IS EXPECTED TO GENERATE 198 DAILY TRIPS AND 35 PEAK HOUR TRIPS AFTER PASS -BY TRIPS ARE TAKEN INTO ACCOUNT. TRIP GENERATION RATES FOR THE PROPOSED DEVELOPMENT WERE OBTAINED FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION REPORT, 9TH EDITION. THE PASS -BY RATES +9S WERE OBTAINED FROM THE ITE TRIP GENERATION HANDBOOK, 2ND EDITION. DRAINAGE SYSTEM: DRAINAGE SYSTEM WILL CONSIST OF NEW STORMWATER INFRASTRUCTURE WHICH SHALL FLOW TO DRAINAGE AREA ON WESTERN PROPERTY AS SHOWN. DRAINAGE NOTE: ry ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE A FILTER + FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FOOT INDEX #285.2 OPTIONS'. LANDSCAPE ALL PROPOSED LANDSCAPING SHALL COMPLY TO ST LUCIE COUNTY LDC 7.09.00. (D M. R = 25.00' yL$ P'�I• A = 90,00,00" PROPOSED 5' ) f� J V' - PROPOSED PROPOSED nl. L = 39,27' SIDEWALK DRAT GE I L �� 23.74 ' DUMPSTER FENCE I of (AP OXIM Tf 24�j\ LOCATION I \ - - - - - - 344.01_ PROPOSED - I \i +�------�---- 10 LO ATION LOCATION OF 5 ^ 57 TYPE D CURB I �ry6 ti EXISTING STOP L° Q ti\ O 2 I I 1 / rx9• SIGN O ti, PROPOSED O 0- PROPOSED \ I PROPOSED / -PROPOSED Q� p, DRY RETENTION POND I I S `�9•, \ FULL ACCESS �' <y\\ i I I CONTROL R = 17*27' I / ' 1 I STRUCTURE = 1T2T07" 0 \ LOCATION OF DRIVEWAY S>,, /, Os\ I L = 9.14' I 0� EXISTING WATER "/' O.\ I LOCATION OF I yh 0^0 \ DETEi �j �Q CABLE TELEVISIO VALVES N BOX 1�I / \� PROPOSED CONNECTION +ry EOr \ END OF 8'TALL SCREEN I / TO EXISTING WET WALL PER LDC 7.09.04E 51.96 ,� ✓ DETENTION POND (2) H2O 0P ( ti5' l VALVES 5�1� �� I y------------ -7 / EXISTING POND ---- / 6 \ a � a �GP49.11' (-------- -- 574.84' FN K & 3 \ S S 29,2 23'� _ S8 °59'S8"W (D) 7E FNDPK&W �FNDM&W > » C cA LB 4286 W/ BL LB 6852 N 8 9 4657 7 W 7 Z � Q� 5 RAISED ( ) D PK W ( �� CONCRETE W/ LS 390 ,� ��J� CURBo LOCATION OF ' w\ LOCATION OF EXISTING WATER EXISTING SANITARY + j '� VALVES SEWER MANHOLE �� \ �, ROSS DRAINAGE E MENT �0 n UNPLA_� i_ ED �' B 1143 2759 Daily AM Peak Hour PM Peak Hour TE ode Land Use _ Rate Trips Rate Total Enter Exit Rate Total Enter Exit C� o "INDRIO CR( .4j 151 lKini-Warehoulse-° k F 1.51 4 8 0-10 13 S 5 OA 2 10 1 Not New Trig p Generalti rrl 9 a 13 i3 5 ' ; 9t 1 TTvp Genenition analysis based on ITE Tnp Gerferaffw Manual, 104 Ed,60U7 "so• �7R 5,go SITS PLAN_ p d _roc. & Number SITE PLAN APPROVED Approval Dat otU�l- 3//�Iw roval Doc. & Number Ln Z M �0 O <Z r MOM 0 O U M z Z O O C 0 J CL C) 0 W z 1' �"1"1 N0 _I 0. I..LLu < Z M �(nC�O0 U �aa @ W W p O M Z z z EZ O= u COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER (407)951-5915 PARK, FL. 32789 CERTIFICATE OF AUTHORIZATION: 32644 U` w Z It 0 O Q = 0 0 J LL U) O J Z � Y m m � m � Z w Z w 00 U U U O_ U D' 0 0 z z w » Woo ZO w U w U inJJ w 0 CO O N N w�N G o�o N 0 Z N gyp, E N G I,(�F44 Nft# ��iP�F# u✓ e' "�%GENSF•, ICJ :> c 'ta.71 3 �Z = yT TE F O • e°a (�(�{yyJJ�py�J99 Ip1 ta, JET P.E. R� . 1s9� PROJECT ' 220.051 DATE SHEET 03/26/2021 ^/ SP2.O SCALE 1:40 SITE PLAN �I