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HomeMy WebLinkAboutPLUMBIN-FLOORPLAN-SITEPLAN-SURVEYPull Pull/C & G to toni rails (2) Flip Electrical 0 r f? n I Women 0 0 0 E Repair 1 & 2 I 0 Sub & Decking Two 1 Break Area I ton One Lids&Rig I I ton rail PLUM [BM N U SLA PLAN NORTH I Find&QC GENERAL NOTE -CONTRACTOR TO COORDINATE ALL PLUMBING REQUIREMENTS AND MOUNTING LOCATIONS WITH OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. Dunk Load 0 KEY NOTES FDOMESTIC INE. SEE CIVIL FOR CONTINUATION. ER LINES BELOW SLAB. SEE CIVIL FOR ER LINES OVER HEAD. SEE TENANT BUILD OUT PLANS FOR CONTINUATION. 4 NEW SANITARY LINE STUBBED UP AND CAPPED FLUSH WITH FLOOR FOR FUTURE FLOOR DRAIN. REFER TO SANITARY ISOMETRIC, SHEET P5.1 FOR SIZING. 5 NEW SANITARY LINE STUBBED UP AND CAPPED FLUSH WITH FLOOR FOR FUTURE MOP SINK. REFER TO SANITARY ISOMETRIC, SHEET P5.1 FOR SIZING. 6 NEW SANITARY LINE STUBBED UP AND CAPPED FLUSH WITH FLOOR FOR FUTURE VENT STACK. REFER TO SANITARY ISOMETRIC, SHEET P5.1 FOR SIZING. 7 NEW SANITARY LINE STUBBED UP AND CAPPED FLUSH WITH FLOOR FOR FUTURE WALL MOUNTED URINAL. REFER TO SANITARY ISOMETRIC, SHEET P5.1 FOR SIZING. (8)NEW SANITARY LINE STUBBED UP AND CAPPED FLUSH WITH FLOOR FOR FUTURE WATER CLOSET. REFER TO SANITARY ISOMETRIC, SHEET P5.1 FOR SIZING. F3/4" CONDENSATE LINE TO PENETRATE SLAB TO REACH 9 DRYWELL CONNECTION. ISSUED FOR PERMIT ONLY (SLAB) - a raa. o.o®pee = "°f U NNW is projt. no.: 2017-0497 project manager: dM checked by: BB scale: AS NOTED date: 11-16-17 sheet P11.2 project um Resin Tc 1T O U Mold Storage " G u LJCU�E] Mech Equip LIFT STATION, SEE CIVIL FOR SPEC, DETAILS AND INVERT. 0 Gelc 0 t Booth Air zone 1 Mol Return 2 I 0 Skin & Cure h a13=000 n 1 I Break Area r, PLUMBNG SLAB PL AN Q0 NORTH rznu.; 4:3J[ P Bulk & Cure Rm.K3 I I I GENERAL NOTE —CONTRACTOR TO COORDINATE ALL PLUMBING REQUIREMENTS AND MOUNTING LOCATIONS WITH OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. Stringer & Cure i I F Hull Pull Pu 1 y Two ton rails I s FLI i zoom I I I 2 I I Two ton rail Infusion Pull and Flip KEY NOTES 1 4" SANITARY LINE. SEE CIVIL FOR CONTINUATION. 5 NEW SANITARY LINE STUBBED UP AND CAPPED FLUSH WITH FLOOR FOR FUTURE MOP SINK. REFER TO SANITARY ISOMETRIC, SHEET P5.1 FOR SIZING. 1 ISSUED FOR E Ele ,.aa„ .,..rivWxneu. ee 010 bd z� U UU w H a x QO� O " a 1LEE= projt. no.: 2017— 0497 projt. no.: 2017— 0497 project manager: JM cbecked by: BB scale: AS NOTED date: 11-16-17 sheet F P3.1.3 project V z� zW U H W W � w O � a Q Q O � � a G� N O � GJ sheet P591 project I North A Mr IN M � �JJJ Uf�a %VtfJ� I• I rJ nr J ,..J .J U. J rl C�]:..� LOCATION MAP Project Location 4551. St. Lucie Blvd. Ft. Pierce Fl. `.1 tm, ,,,t, L u- 1 cr ab figarm ttaltritaem n g� rwa cal 301 l tr cAJJJJ Gr ol a u, nt. . 1, EP I I arp 1 Ld a, PREPARED BY: INDEX. OF DRAWINGS No. I DESCRIPTION CIVIL SITE PLAN SET Cl Coversheet, Location Map & Drawing Index C2 Site Plan o It = >Qof) +C3 Master Utility Services Plan wl = 40') C'4 Master Drainage Plan o tt =100') ARCHITECTURAL ALL Architectural Plans and Elevations LANDSCAPE Ll Landscape Plan LIGHTING PLAN EO.I Electircal Notes EI J Site Photometric Plan SURVEY Attached I Boundary and Topographic Survey KNIGHT, McGUIRE AND ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE, 401, VERO BEACH, FLORIDA, 32960 PHONE (772) 569-5505 - l�'AX (772) 569-1455 SCANiurrLi BY Stlur, nnn, [Alk SETEACK AEG, FRONT MEG- t CAR SIDES REAR RECEIVED MAY 2,4Z07 F-NGINEERING MAY 2 e 7017 F(Utopy MAY 2 3 2017 SCOTT B. REG. No $9573 A TOP NAIL & DISK STAMPED BM C&T ELEVATION = 21.195 N.G.V.D. 1929 CALCULATED POSITION BASED ON F.D.O.T. R/W MAP SECTION No. 9460 1 (PLAT BOOK 21. PAGE 14) R/W LINE 25 30 LINE .... R/W LINE PROPOSED RIGHT TURN LANE FOUND 4"x4" CM UNNUMBERED PROPOSED 26' WIDE (0.10'W & 0.04'N) ASPHALT ACCESS FOUND BRASS DISK AND DRIVE STAMPED "CHUCK" (1.86'E & 1.67'S) WEST LINE OF THE OCCUPIED TAX ID# 1431-211-0000-000/5 ADJACENT PROPERTY OWNER: ASHLY ENTERPRISES EXISTING USE: TYPE 4100 UNDISCOVERED ZONING: IL NORTHEAST 1/4,---" OF SECTION 31 N Mi 60'x4O' COVERED SLAB — COMPACTOR, DUMPSTER, ETC. — PHASE I — RESIN TANK & TANKER — ACCESS DRIVE 26' WIDE TWO—WAY EMPLOYEE & GUEST PARKING ACCESS 0' SO' 100, 200, 300' 400' Graphic Scale North FOUND RR SPIKE O UNNUMBERED AT THE INTERSECTION CENTER LINE NOTE: REFER TO THE LANDSCAPEPLAN FOR TREE OF & 3 ST. LUCIE � REMOVALS AND PROPOSED LAND APING LOCATIONS. SITE DATA WEST LINE OF THE 50' R/W DEDICATED PER O.R. SET 5/8" IR&C OWNER.. MAVERICK BOAT COMPANY NORTHEAST 1/4,'SECTI0N 31 BOOK 3265, PAGE 1 74 AND ST. LUCIE COUNTY RESO'UTION IN O.R. STAMPED LB 4286 3207 INDUSTRIAL 29th STREET BOOK 3210, PAGE 4 8. ($167,538 FOUND 1" IP CALCULATED POSITION BASED ON NORTH LINE SECTION 31, N IMPACT FEE CREDT APPLICABLE UNNUMBERED F.D.O.T. R/W MAP SECTION No. 9460-150 FORT PIERCE, FL 34946 PROPOSED LEFT TURN LANE TOWNSHIP 34 SOUTH, 0 58'E & 1.53'S (PLAT BOOK 21, PAGE 14) 888) SHALLOW RANGE 40 EASTR LINE TO THIS PROJECT.) ( ) I P _ f. (772) 489-2168 PROPOSED MASONARY SIGN F.P.F.W.C.D. CAN N0.26 30 29 www.mbcboats.com WITH FLAG 0 E PER S.L.C. — S:GN REQU ENTS (66'R/W) 1334.00' e _ 1334.00' �]� RRE " 3 I 3 2 ENGINEER/APPLICANT .....••• " " " ' E, KNIGHT, McGUIRE& ASSOCIATESINC. ° oa ►� B ^ SO ROYAL PALM POINTS, SUITE 401 ... .. "[ '•F+l.4d.TRTtt]SF_ q,",,,:,_ VERO BEACH, FL 32960 \vim .:�' � —°"�. �C-1-�-1� .;ter R�3r`§:� :...:::::�2a. _:�•,..'» -� - - - - - - - - to 2 aar ta` (772) 569-5505 " 0 16" 24 za" M--- - /-LINW - - - civil@knightmcguire.com - - -- - ---- - - -- � 20" s TYP' TREE PROPOSED 26' WIDE TO REMAIN "8 �. 1334.00' ASPHALT ACCESS AND DRIVE o 5' CHAT NKFEN I SURVEYOR ................................. CULPEPPER & TERPENING, INC. _ _ S89°51'31"E 25' LANDSCAPE BUFFER 1s" — (D.e' wesT) —irk dRE FOUND RR SPIKE FORT PIERCE, FL 34981 38" 8 } __ UNNUMBERED AT THE swALE 16 2x20" WALE SCALE ■ I INTERSECTION CENTER LINE P• (772) 464-3537 ,q { ST. LUCIE BLVD. & f. (772) 464-9497 2x24- 2x20" EAST LINE OF THE B EXISTING ) ( NORTHEAST 1/4, SECTION 31 PROJECT DESCRIPTION ...................... MAVERICK BOAT MANUFACTURING FACILITY 36' PHASE II ■ PAVEMENT OADING DOCKS & HASH I I RECEIVING AREA PHASE II - 850 x 125 (1.06,250 SF) I XPANSION OF MANUFACTURING BUILDING CONCRETE AREA NG I PROJECT ADDRESS .......................... 4551 ST LUCIE BLVD I F.F ELEV = 22.0 NAVD 9.0 C� LEGAL DESCRIPTION ........................ THE NORTHWEST �q, OF THE NORTHEAST; OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST, 225.0' " 5 LOADING ZONES ®12'x55' = 60'x55' EXISTING 30'x60' BUILDING ( v LESS THE NORTH 98 FEET LYING IN ST. LUCIE PHASE WITH CONIC. PAD AND CKICOUNTY, FLORIDA. LOADING Do S & PHQS I METAL ROOF TO BE RECEIVING IREA ■ PHASE I - 850' x 125' (106, ) CONCRETE STAGING O REMOVED DURING PHASE I 50 SF MANUFACTURING BUILDING PARCEL ID No ............................. 1431 -120 0000-000-6 F. ELEV = 22.0 NAVD SEC/TOWN/RANGE ........................... 31/34S/40E 30' x 850' (25 500 SF COVERED MULTI -PURPOSE (PHASE i:). ZONING ................................. IL (INDUSTRIAL LIGHT) O 0 0( I a. PHASE II PAVEMENT EXISTING I T ■ ■ PHASE I PARKING ■ 6 CONC. SIDEWALK ® LAND USE IND (INDUSTRIAL) REQUIRED 110,000 Sf IRED PERMITS: EPA; llll fCING zss.o' $LDG °r° FPFWCD DISCHARGE PERMIT DIMENSIONAL R OUIREME Tul; . :::s...REQUIREMENTS ■ lJ PHASE II PARKING ■ U U ■ ® FF L=.1 NAND, FRONT YARD SETBACK ................... 25' • FOOT DRIVEWAY / REAR YARD SETBACK .. 20 EXPANDED ACCESS FOR FUTURE PARKING w o � 00 m 0 0 z z EXPANDED ACCESS FOR FUTURE PARKING FUTURE (PHASE IV) WELDING SHOP 200'X150' = 30= SF 6' HIGH CHAIN LINK FENCE 1.4' WEST OF PROPERTY LINE OCCUPIED TAX ID# 1431-213-0001-000/8 ADJACENT PROPERTY OWNER: RE -BUS, LLC EXISTING USE: TYPE 4600 HEAVY EQUIPMENT SRVC ZONING: IL SET 5/8" IR&C STAMPED LB 4286 FOUND 4N4" CM - UNNUMBERED ——(0.08'W & 0.67'N)- a 0 N 0 ADDEO PARKING PHASES. LABELED 6- CONIC. SW. DL5IGNAiw iANR N i i E ADDED ZONING LAND USE AND DIMENSIONAL REQUIREMENTS TO SIl REVISED PER SEC COMMENTS rn REVISED POTABLE WATER & FIRE PROTECTION LOCATION. o` MARK REVISION PHASE IV 200' x 150, 30,000 sf WELDING SHOP F.F. ELEV - 22.0 NAVD MONITORING WELL (TYP) DIRT ROAD— EXISTING EDGE OF WATER j I �w n / — — / I FUTU ADMINISTRATION E (PHASE III) I BUILDING 6' HIGH CHAIN LINK FENCE • • DEPARTMENT Of HEALTH UTILITIES SIDE YARD SETBACK .................... 10' U V MAXIMUM BUILDING HEIGHT 50' / FILL EXISTING LAKE 10o'X 00' = 10,00 SF I • ST LUCIE COUNTY SITE PLAN ® I / (APPROX. 4200 SF ® / WATER LEVEL) / � \ ROPOSED TOP F BANK. EAST LINE OF THE WEST 1/2, OF THE NORTHEAST 1/4, • ST LUCIE COUNTY ST LUCIE COUNTY BUILDING STORMWATER FLOOD ZONE X, PER MAP 1211IC0176 " " PROPOSED EDGE 1 OF WATER 1 OF SECTION 31 • ST LUCIE COUNTY DRIVEWAY ............................. J, DATED FEBRUARY 16, 2012. ® / EXISTING EDGE OCCUPIED • FDEP NPDES DIII J OF WATER I TAX ID# 1431-112-0001-000/8 SITE AREA ................................ 11582,067 SF 36.33 ACRES (POST R/W CONVEYANCE) / PROPOSED BUILDING AREA ICTNAL PHASE) 287 892 SF f12 296 OF SITE UNO( CUPIED / 1 TAX ID# 1431-,90-0000-000/6 / PROPOSED TOP / \ EXISTING TOP OF OF BANK. / BANK. PROPOSED GREEN SPACE (FINAL PHASE)....... 797,903 SF (50.4% OF SITE) PROPOSED LAKE AREA (FINAL PHASE)......... 244,240 SF (15.4% OF SITE) DRAINAGE AREA TABULATION PRE -DEVELOPMENT IMPERVIOUS AREA .................. 1,800 SF \ RAMP RAMP LAKE AREA (PRE & POST) ......................... 244,240 SF 5.61 AC (15.4% OF SITE) PROPOSEDCONCRETESIDExAix UP UP PAVING AREA .................................... 287,892 SF 6.61 AC (18.2% OF SITE) o o o BUILDING AREA .................................. 252,500 SF 5.80 AC (16.096 OF SITE) \ GREEN AREA ..................................... 797,435 SF 18.31 AC (50.496 OF SITE) v; Existing 9.68 ac Lake 12 5 1200 00 I � J I N I I `f) I Z z J0 N i i i PRDPOSED TOP 1] 6' HIGH CHAIN INK FENCE 0 BANK. MEANDERS PRC IERTY LINE 1812 W C=er�add 1333.99' (60, R/W) — — — — SOUTH UNE OF THE \ NORTHWEST 1/4, OF THE NORTHEAST 1/4, OF SECTION 31 OCCUPIED TAX ID# 1431-112-0001-000/8 I I OCCUPIED TAX ID# 1431-130-0000-010/0 THE DESIGNED SBM ROJECTR FOR WHIWHETHCH DE NOT. COPY ORSEOR EXECUrEDOR 4/17 CW DRAWN PMP/CRW OTHER PROJECTS IS '1 17 / CW CHECKED SBM PERMITTED ONLY BY WRRTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL '28/17 CW SCALE I" = 100' eo THE COP RIGHT PURSUANT DATE BY DATE 01-27-2017 PARKING CALCULATIONS IRRIGATION VALVE FOUND 4"x4" CM o UNNUMBERED (0.37'W & 0.14'N) UNOCCUPIED TAX ID# 1431-140-0000-000/8 10'tF 9 PRO jWHEEL N PARKING SPACE DETAIL PHASEI BUILDING AREA NEW IN THIS PHASE & USE BUILDIN^a AREA & USE CUMULATIVE PARKING SPACES REQUIRED THIS PHASE PARKING SPACES REQUIRED CUMULATIVE PARKING SPACES PROVIDED I 106,250 MANUFACTURING (@1 SPC/1000 Sf) 106,250 MANUFACTURING (@1 SPC/1000 Sf) 107 SPACES 107 SPACES 116 SPACES II 106,250 MANUFACTURING (@1 SPC/1000 sf) 212,500 MANUFACTURING (@1 SPC/1000 sf) 107 SPACES 214 SPACES 216 SPACES III 10,000 ADMINISTRATION/OFFICE (@3 SPC/1000 sf) 212,500 10,000 MANUFACTURING (@1 SPC/1000 Sf) ADMINISTRATION/OFFICE (@3 SPC/1000 Sf) 0 30 SPACES SPACES 244 SPACES 316 SPACES IV 30,000 MANUFACTURING (@1 SPC/1000 sf) 242,500 10,000 MANUFACTURING (@1 SPC/1000 Sf) ADMINISTRATION/OFFICE (@3 SPC/1000 sf) 30 0 SPACES SPACES 274 SPACES 41 Mj� NOTE: ALL PARKING LOT CONSTRUCTION TO BE PHASED TO NOTE: ALL 9 REQUIRED HANDICAP PARKING SPACES TO BE GHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 E: (772) 569-5503 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 THE MINIMUM REQUIREMENTO tiHUwN NISUVe. Maverick Boat Company Proposed Boat Manufacturing Facility Site Plan DATE: Z01,7 DATE: y Scott B. McGuire, P.E. David S. Knight, P.E. Fl. Ree No. 39573 F1. Rea No. 41060 PROJECT NO. 15-048 SHEET C2 PHASE II 106,250 SF MANUFACTURING BUILDING EXPANSION PHASE 1106,250 SF MANUFACTURING BUILDING REVISED POTABLE WATER & FIRE PROTECTION LOCATION. MARK I REVISION CONNECT TO EXISTING 12" CONSTRUCT FIRE HYDRANT WATER MAIN W/ 6"X12" PER F.P,U.A. REQUIREMENTS TAPPING VALVE AND SLEEVE. { _ — — .... — — _ — — EXISTING F.P.U.A. 12" WATER MAIN O��i , � — ....__.____. .......... .. ._._........ ._........... ..,..______._.__.._ ------ _...._................................. .......... ... ............................. _ST LUC;.IEIBLVD L'OUNTYROAD608.__ ...._ _ ........... . ........... DIRECTIONAL BORE BENIETH ST, LUCIE BLVD. EXISTING F.P.U.Ar'6" FORCE MAIN — ...... .... 2" DOMESTIC WATER SERVI E AND 4"X6" TAPPINGFIRE SERVICE (SIZE TO BEI VALVE AND SLEEVE DETERMINED BY FIRE CONTRACTOR) W/ ABOVE GROUND BACK FLOW PROPOSED 68 Lr OF — PREVENTION DEICES PER F,P.U.A, ]. 4' PVC FORCEMAIN WATER METER/BACK FLOW i 00 IREVEN7ER DETAILW-ti, (i i i r �. flllll« YIIIIYy1�1��{��JJj�. PROPOSED PRIVATE LIFT STATION a TO BE PERMITTED BY F.P.U.A. a a a 1 ......... _.... n C.O. j PROPOSED 4" SEWER LATERAL WITH CLEAN —OUTS EVERY 75' OR LESS AND CHANGE IN DIRECTION C PROPOSED FIRE SERVICE WATERMAIN (SIZE TO BE DETERMINED BY FIRE. CONTRACTOR) I iSED 2" POTABLE SERVICE �,.�1RAww"'s ,ARE, � KNIGHT, McGUIRE & ASSOCIATES, INC. D SBM f, u xA- r: z.. 5Y ,3F' vs - , ;AMA CONSULTING ENGINEERS AND PLANNERS DRAWN CRW ;, „ u..'N ,, Vs.,17v �EACN, ...... aVl1l ROYAL N.4L=y1. POItiTE;, 4LI7'�: 4(11 �''I'sR0 BEACH, FL 32960 C14ECKED SBM 3H c, v t?( h'?'r 3s PIIONI3: (772) a69 5545 FAX: (772) 5,69-I4S5 E-MAIL= Civ'il((t.' `KiYi&11tNlcCuire,cnru 4/26/17 CW SCALE 1" — 40' a�_ a^ _,> THE r CERTIFICATE OF AUTHORIZATION NUMBER - 0000033S DATE' BY DATE 03/23/2017 0' Graphic Scale EXISTING SITE DATA OWNER.....................................MAVERICK BOAT COMPANY 3207 INDUSTRIAL 29th STREET FORT PIERCE, FL 34946 P. (888) SHALLOW f, (772) 489-2168 WWW.mbeboats.com ENGINEER/APPLICANT_ _ ._ .......:........ SCOTT B. McGUIRE, PE, FL. REG. 39573 KNIGHT, McGUIRE & ASSOCIATES, INC. 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 (772) 569-5505 civil@Rnightmcguire.com SURVEYOR ................................. CULPEPPER & TERPENING, INC.. FORT PIERCE, FL 34981 p. (772) 464-3537 f. (772) 464-9497 PROJECT DESCRIPTION, ..................... MAVERICK BOAT MANUFACTURING FACILITY PROJECT ADDRESS .......................... 4551 ST LUCIE BLVD PARCEL ID NO_ ..... __ _ ............... 1431-120-0000.000-6 SEC/TOWNIRANGE ........................... 31/34S/40E. LIMITS OF UTILITIES DOMESTIC METER AUTHORTY INSTALLATION A L A ;: 36" { RESILENT SEAT + MIN" GATE VALVE - + (VALVE BOX BEND 4 NOT SHOWN FOR CLARITY) ' ' `"• +Fc L t- N. J SIZE Sawa I—.. LENGTH 3 tIomcsnc 83 ilyc €S 4 00AAE1571C 9S wrE'�E:S 6 D�3Atl`sm 76614r-, FLANGED TO PLAWN PLAN DOUBLE DETECTOR END SPOOL UNl-FLANGE MTN WATER METER 0$&Y GATE VALVE CHECK rrA\ OS&Y GATE VALVE 94' ELBOW _ r 90' ELBOW FINISHED GRADE 2 BELOW PAD GRADE ADJUSTABLE STANDS 90' BEND-., (TYPI SIZE SER'VxE LENGTH s FRET EDC 53 INCH 6 nRF DDC t>T 6YrHFS o f1F;W� UGC 69 f, fCh'ES IO aRL" BLiC 76 tAf£.'HE5 SECTION A A (DOMESTIC SUPPLY PORWN) LENM f OS&Y GATE VALVE X. NEOPRENE RUBBER AROUND STANDPIPE (TYP-) FINISHED GRADE 2" 90- FLANGE/ A 1 BELOW PAD GRADE` FLANGE ELBOW BACKFLOW 72" PREVENTER RESILENT SEAT" . 6 GATE VALVE (VA SPOOL SHOWN FOR CLARTt Yj SECTION 8,_,(� ADJUSTABLE STANDS (FIRE' SERVICE PORTION) ADJUSTABLE 24"f MIN. NOTES: (NITS) 1. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST: LUCIE COUNTY ORDINANCE NO PLANTS OR TREES WITHIN 36" AROUND METER TO ALLOW AWNTE44MCE WITHOUT DAMAGE TO PLANTS ETC. 2. NO SOLDER JOINTS 3, ASSEMBLY TO BE 29" FROM FINISH GRADE TO OENTERUNE OF THE FLANGED 90' BEND. 4. DOMESTIC SERVICE 2" OR LESS USE 2" POLY STUBBED 12" ABOVE GRADE: 5 ALL CONCRETE SHALL HAVE FIBERGLASS MESH REINFORCEMENT WITH /4 REBAR 3- FROM THE OUTER PERIMETER WATER METERIBACKFLQW PREVENTER ,,, 4 , Maverick Boat Company Proposed Boat Manufacturing Facility FT PETITE bftMES AUIHOMY FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION bt0TES 1, ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SMALL CONFORM TO AWWA C-900 OR 0-905 PRESSURE CLASS 150, DR (18), WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM Tl AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 17 FOR DIRECT BURY, (DR) t 1 FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES. a WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO .ANSt/AWWA. C15I/A21.;51 AND SHALL BE PRESSURE CLASS 250 (MINIMUM). 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH .BLUE STRIPES THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND THHN WIRE. 5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSI/AWWA C--110/A21.10, CLASS 250 MIN., CEMENT LINED AND FACTORY COATED S. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERIOAN OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509, 7, WATER LINES SHALL BE EIACKFXLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS THE CONTRACTOR SHALL SUBMIT CER77nED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CfM COUNTY, PDOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES THE COMPACTION REQUIREMENTS SMALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 8. NO PELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALT. BE MADE WITHOUT PRIOR APPROVAL OF THE FPUA ENGINEER AND CITY/COUNTY%FDOT ENGINEERR, 9. THE CONTRACTOR SHALL NOTIFY Fr -VA ENGINEERING AND CITY/COUNTY/FOOT ENGINEERING 43 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10, A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTR40TDR FPUA, AND :CITY/ COUNTY/FDOT ENGINEER SHALL BE NKNDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION.. 17.. TRAFFIC CONTROL, BARRICADES: ITC., SHALL. BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENOWNEER 12, MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/ COUNTZFDOT ENGINEER.PIPES WITH COVERLESS THAN:30 INCHES SHALL BE. CONSTRUCTED OF DUCTILE IRON OR 1N PVC CASING. 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14. EXISTING UTILITIES AND DRAINAGE SHALL. BE R&W VERIFTED PRIOR. TO CONSTRUCTION` AND PROTECTED BY THE CONTRACTOR. 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA 0-651 FOR DISINFECTION: 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXL47TNG UTILITIES AND DRAINAGE I Z THE CONTRACTOR SHALL FVRNISM RECORD DRAWING INFORMATION` TO THE ENGINEER INCLUDING LOCATIONS OF VALVES FITTINGS, SERVICE CONNECTIONS BLOWOFFS, AIR RELEASE VALVES; AND ANY OTHER PETRTTNEWr INFORMATION NECESSARY TO LOCATE 17EWS CONSTRUCTED UNDER TH:tS PROJECT, AS REQUIRM BY THE UTILITIES ENGINEER. 18. THE CONTRACTOR SMALL. TAP EXISTING LINES UNDER THE SUPERVISION OF ME FORT PIERCE UTILITIES AUTHORITY ONLY AFTER TESTING AND 0159VECTTON HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE: 19- WATER MAIN SHALL BE MARKED BY THE USE OF CON77NUOUS TO GAUGE THNN MULTI STRANDED WRE (BLUE IN COLOR) AND IDENTIFCATION 'TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILTTES AUTHORITY SPECIFICATIONS 20. SERVICE TAPS SHALL BE PLACED,APPROXA44TD-Y TIEN FEET AWAY FROM GATE VALVES; AS SHOWN, FOR TESTING, FOLLOWING TESTING AND STERILIZATION OF WATER LINE» CONTRACTOR SHALL PLACE A BRASS PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. 2L MECHANICAL, RESTRAINTS TO BE USED ON ALL FIMNGS AND PLACED IN ACCORDANCE: WITH MANUFACTURER'S OR ENGINEERS` RECOMMEiNDA77ONS (WfWCHEVER IS MORE STRINGENT) AND FPUA REQUIREMENTS 22 ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS' SHALL ;CONFORM To AWWA C-600. - 2 HR MINIMUM TEST 5QZ Y/2 148>000 L- LEAKAGE IN GPH S- LENGTH OF PIPE IN FEET D- PIPE DIAMETER IN INCHES P� TESTING PRESSURE IN PSI 23, PRIOR TO. ANY TESTING, ALL MAINS 8" IN DID. AND LARGER SHALL HAVE A SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE, NOTE. SWAB SHOULD BE PLACED IN 1st JOINT OF NEW LINE: END OF MAIN SHOULD BE TURNED UP" AT 45% AND ExTENDED SO THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED, BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWA89ED AND FLUSHED; 24. A MINIMUM SIX FEET AND PREFERABLY IVV FEET HDRIZONTAL SEPAR4710m SHALL Be MAIINTAINED' BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES 6 INCHES MINIMUM VERTICAL SEPARATION IF WATER MAIN 15 OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES: THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUOTURE: WHERE THIS MINIMUM.. SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED so THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE P01NT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT UM14TS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL 40INTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS.. 25, WHERE A WATER MAIN IS TV BE INSTALLED BELOW A STORM DRAIN PIPE A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT INC CROSSING. AND SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING CONTRACTOR S44LL 001ILY WN FLORIDAACT REOVREWUM .Master Utility Services Plan x DATE: Y L 1? DAEMftl PRfIE NO - SHEET Scoll B, McCillim, P.E: David S, Knight, P:E, t. . Ff. Reg No: 39573 Fl. Reg No. 41060 a sur toe' zlie aoaf 400' _ _-- -- SITE DATA --::: . OWNER_ ..... ........ ...... .MAVERICK BOAT COMPANY ': -' - _--:---= 3207 INDUSTRIAL 29th STREET Graphic Scale FORT PIERCE, FL 34946 �. - - P. (886) .SHALLOW f. (772) 489-2168 --- --- www,mboboats.com BENCHMARK TOP NAIL & DISK STAMPED BM C&r ( North ENGINEER(APPLICANT ..................,.. SCOTT B. MGGUIRE, PE, R, 39573 NC. FOUND RR SPIKE KNIGHT, McGUIRE &ASSOCICIATESINC. ELEVATION = 21.195 O UNNUMBERED AT THE N.G.V,D. 1929 INTERSECTION CENTER LINE 80 ROYAL PALM POINTE, SUITE 401 ST. LUCIE BLVD. & VERO BEACH, FL 32960 WEST LINE OF THE 50' R/w DEDICATED PER O.R.569-5505 772 c NORTHEAST 1/4. SECTION 31 BOOK 3265, PAGE 1974 AND ST. SET 5/8" IR&C ( ) tO LUCIE COUNTY RESOLUTION IN O.R. STAMPED LB 4286 oivilftnightmeguire. COm IN IMPACT 3210, PAGE 448. ($167APPLICABLE FOUND UNNUMBERED IP SURVEYOR.... , . , ..... .. , ....... CULPEPPER & TERPENING, INC. RfN LINE - - R y Ir` TO ITHI� PROJECT.) CREDIT APPLICABLE / (0.58 E&�1 53'S) n _ _ - - _ _ _ _ �_ - -;..-- ^ FORT PIERCE, FL 34981 - P.P.T W C.D,,°' CANAL No. 6 - - a. .. - - s, p. (772) 464-3537 f . (7 ) 464 - 8497 4>-A PROJECT DESCRIPTION ...................... MAVERICK BOAT MANUFACTURING FACILITY Pi7i IINE PROJECT ADDRESS ... . ... . ....... . ...... . . . . 4551 ST LUCIE BLVD .._.._... _->>^..,,.......__ _ ',.----ST-LUCI-E $I �D f$ 3� Ri-OMY608 a _. -_ ___ _ _ _ yu4_ _ -_ y_ �- --. ___ .•-......... ..... - _..._._ Y _...__.___... LEGAL DESCRIPTION.. , ............ , ........ THE NORTHWEST , OF THE NORTHEAST OF i _ ....... \..., --- F' ..;°o` SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST; - - n -__-_- -- __-_.- ^__�•_..-___ LESS FEET LYING IN ST LUCIE - - - iz,>1•+ LINE ..---�---�`----�.-...._.. . ,�......._ „- -�,_. - - - --- -- - / - H Pa --LI;dL' - - - COUNTY, FLORIDA, x x ? D 26' WD� "`-- PROPOSED r-- S89`b1'31"E _ _ f,x c'" F� 1334.00' ,, HALT ACCESS AND DRIVE .. > _. i PARCEL ID No ............................. 1431-120-0000-000-6 "'� w < - SEC/TOWN!RANGE ........................... 31/348140E q ;- o FOUND RR SPIKE n............ ._ _-...� - -- u._.. ........ ..... _.. --..�__� .,.,"_.�_.w,n.. _-^_,,..<,., ,�� .� M �.... .... - .... UNNUMBERED AT THE PARCEL ID No ......... . ............. . ..... 1431 -120-0000-000-6 FOUND 4"x4" CM UNNUMBERED PROPOSED 26' W14E. _ ............_.,... ---._....._._...................._.... .:...... __..,_ .,,,., __. _ - _._.._. ......... .... ' ! ST INTERSECTION VDEN& R LINE ........... ....... , ... , . , 31 134S/40E SEC/TOWN/RANGE (0.10'W & 0.04'N) ASPHALT ACCESS 1 { I ( EAST LINE OF THE SITE AREA ................................ 37.88 ACRES (PER R/W CONVEYANCE) FOUND BRASS DISK AND DRIVE j (^ EXISTING NORTHEAST 1/4, SECTION 31 36.33 ACRES (POST R/W CONVEYANCE & CURRENT) STAMPED "CHUCK" t (1.86'E & 7,67'S) i PHASE t1 \� yal. PAVEMENT AVG NATURAL ELEV OF SITE .. .. ... 21,5±± /S OADiNG DOCKS & -PH A?, .: LAKE AREA.... • ...... .. ... 9.68 ACRES ±± / RECEIVING AREA PHASE II - 8S0' x 125' (106,250 SR-`EXP NSION"'OF MANUFACTURING BUILDING CONTAO.N � f F.F. ELEV 22.0 NAVD ``` C \ V .. .. ... 5±+ WATER TABLE ELEV.. 1 } LAKE T.O.B. ELEV.. . 21±± C13225.0 - :: re_LAKE CAPACITY....... .... ...: 45 AC-FT --�5 LOADING ZONES ®12x55' SO'x55' „'+ PROPOSED FINISH FLOOR .. 22.0 PHASE NG U PROPO ED PARKING ELEV 20.5±± TO 21.5±± 60'x40' COVERED SUkS - ? LOADING DO & FLOOD ZONE ...............................EXISTNG 30'x60" BU1LD1 gC WITH CONC, PAD AND COMPACTOR, DUMPSTE0, ETC. RECcV1NG NK...A`' - METAL ROOF TO BE X, PER kAAP 92111C0776 J, PHASE I L850'x 125'(106,250) MANUFAC�1 URING BUILDING Sfr.c :i> aEMOVEO bURING PHASE L DATED FEBRUARY 16, 2032. F.F,. ELEV 22.0 NAVD E.+'- BASE 1 -RESIN �' 'LANK & TANKER - ACCES$,DRIVE -____ r .6' 30' x R5U` (25,S()0 S') OVF.,TtI"D M1 `L"IT[•PI I1(POS.E ; PHASE III .,rY PA 4N ` ' a (MATE �6' WIDE TWO-WAY *xr� m a s r s a r ty - ADAfQ EMPLOYEE & GUEST-° FF E4=22.0 PARKING ACCESS c FUTURE (PHASE III) A.OMIN15TRA ON BUILDING a� FILL EXISTING LAKE 100'X100' = 10,00 S : m .. NATo,isaws ' a, (APPROX. 4200 SF \` ( y . < • eom wArs WATER LEVEL) EXPANDED ACCESS O O 0 O ' } x" / PROPOSED TOP , FOR FUTURE PARKING �4/) ( r ''' PROPOSED EDGE ,,� OF BANK. `p o f OF WATER Q Ile v EXISTING EDGE o OF WATER o Z PUW VIEW SECTION 'l� PANOED ACCESS r F PA IN FOR FUTURE PARKING -- PHASE G- s R�ItAsE Iv y TYPE C INLET DETAIL PROPOSED TOP ."' �% EXISTING iOF' OF , 00' X 150' EXISTING EDGE `'« BANK. 30,000 5Ir OF WATER OF BANK. FUTURE (PHASE IV) y WELDING SHOP WELDING SHOP :C%)fi 2DO'X15O' = 30.00 SF-......._98 . ...... a F.F. ELEV 22.0 NAVD a - �' a 8'MAXCOQUINA SHELL COMPACTED TO ASPHALT .............. ...., u .a,G, ,x V<s 98% MAX. DENSITY (A4SFR0 T•-iB0)� N) CONCRETE 6X6 6- THICK 10/10 WM,W & FIB0 PSI 'ER REINFORCEMENT X•"".'� 12' sTAetuzeD suscRADE (.eR sD) ., (86.z COMPACTION AkSHTO T-7�)---..,�,,,l ,�'/i• 5` Mt#7. 'STi58iLiZEp SUBORAOE (LTA 40} {�$$ STABILIZE W/ ROCK OR SHELLCOMPACTION A 01S57 1F NECESSARY 51'Aelt E:--- (NO � STM ) W/'ROCK OR SHELL NO LIME SLUDGE, ORGANICS OR c LIME SLUDGE OR CLAYEY SANDS) C 42 '. , d L „"' CLAYEY SANDS) MIXED TO HOMOGENOUS, MMRE / _ g X �' FILL COMPACTED TO l ` "' I> a S` L P 4 :5." "f,'^,..f (,_., RI I Iy (i.,-i 11'' Y � �X1Si111 �,�� Iiir � 1' �S ! ` Lake Sez MAX, DENSITY LL CaMPAGrID rD s d� f TYPICAL ASPHALTIC CONCRETE PAVING SECTION TYPICAL CONCRETE PAVING SECTION N:T,S. N.T.S. ' I x MIN. 21.5 GRADE AROUND ENTIRE PROPERTY. i ?` EXISTING GRADE x' / c` GRADE AT 4:1 OR FLATTER FROM I: g ELEV. 13,0 NAVD TO EXISTING GRADE " ' IIaDz a x�a I i1 I I � I I ( I Li ice} APPROX. NG WATER 15EO N EXIST0 NAVD SET�. 1 - �III1) T=p1-I i l:Ij 7�I' E _ i MP 5/8 IR&C h� _ '§ 7 x ^I! i-1 E .- _ (I J .; t f =III d STAMPED LB 4286 FOUND 4"x4" CM . - --- PROPOSE r^ UNNUMBERED a o<a x OF Q° f r ce. (0.08'W & 0-67'N) ;> ':.. �., ®`' •,-'a +^ qx`' .v; Aa `,1y x";;:. �t �- - i- I I � I ��I i�'- i- �, - - - - - - - II- _.._--NS9sd8'i18V - 1333.99 €��-qq -- - - -- c+ ..- _.DIR', ROAD.,.-.._ - - 4'S'11IL%C_Q<t____, ~.• _`.-.. ! 11 -L 1I�(�(�:1 1=i I I` EI 1 M11 I� I I....'" i I I 1 i .i 1 I- -.. (60 R/W) �II=II Ii1 III}�I1= {LI -- -- y' -i #.I i I I I Iw1l I=1 i I I I' 11I 1 I� E FOUND 4"x4" CM f !I t " - - UNNUMBERED (0.37'W & 0.14'N) -1 I(I-I!--ppi1'111 III II 1_I ,II , a f -Ji ;iE�li �# 11 =11-III it 11' 11., 'I III ll I --III I I I I L 31 ! -(1I I' II tI iIIl--�-1-� iIII _I{ � 1 _ TYPICAL LAKE SECTION I y .T,S. THE CPAMWS ARE 'Af. OF THE r DA OJECT NO. �ETR n•H1W THE � _ KNIGHT, McGUIP E & ASSOCIATES, � �11�_ -' GNEO SBM a�EI r wrKr r1.E1 . '• y INC.. �+ 15-048 0 raECv O Maverick Boat Company DRAWN PMP/cRw 0T COPY a USE ; KRAA i z)NSUI.TTN(. ENGINEERS AND PLANNERS P y s n arA PkO,t`x, Is SHEET CHECKED SBM Pek" �° vLY A 8O ROYAL PAL::+'! POINTS SUITE 401 VERO BEACH FL 32960 Master Drainage Plan. Proposed Boat Manufacturing Facility W. PN EftE,: 77I1 Sd4-: (772 5(9-I45S E-MAIL:MAIL:C:itiii(g'Bnil hlhicC;llire.com REVISED TYPICAL LAKE SECTION TO SHOW MIN. 21.5 ELEVATION AROUND PROPERTY 5/1/77 CW SCALE 1" :> E 100' �rA rm>;tf 0 sc r t ` PHONE: „ . 5505 FAX ) ��� , `,'. Scott B. McGuire, P.E. David S. Knight, P.E. C4 MARK REVISION DATE BY DATE 01-27-2017 CERTIFICATE OF AUTHORIZATION NUMBER 00000/35 F1 Reg No 39573 FI. Reg Na. 41060 Qoo WEST ELEVATION SCALE: 1/32" = V-0" =m NORTH ELE SCALE: 1132" = 1'-0" VATION SOUTH ELEV TION SCALE: 1/32"= 1'-0" FLOOR PUN SCALE: 1/32" = 1'-0" � +28'-0" T.O. EAVE ooQ0000ao EAST ELEVATION SCALE: 1/32" = V-D" 4+38'-5" �FT.O. EAVE ----,s+O �-oll T.O. SLAB RIF, C Zf17 CV o Zui i.- c) LLJ F- 0 <z F- D LL 0 F 0) < 0 z w m U) - z 0 U) UJ U > 06 LU 2 < 3E U5 Ul Lij LLJ X F- LL 0 _x :c w 0 Uj LU to 0 LML, a- < (D z 0 C3 w a w et a: cl) 0 cq (Dt7 cv LL Q z F- uj w 0 < 00 0 im (L w cj) — (L Z < W —0 U- > LL C,4 z REVISION: PRELIMINARY ELEVATIONS AND FLOOR PLAN PROJECT NO: 17-AI008 DRAWN BY. MP/DV DATE: 03-08-2017 SHEET' DESCRIP'nON: PHASE I PLAN & ELEVS. i7i;37 ' . . . ....... . ... IIE1114111t;" M V. 1 i: Gan;' imidAM 1171 -MM pf,: �lw!!" I Amp I 44111 1 "I'lv FX1511N6 Vr2 PAM om Tp�F5 To Ii PFMovrr FX1511N6 VFF CALCIATIOM5 1 - 1211OAK PPH OF FXI51IN6 TP,EE512" PDH & OVEP, TO PE F�MOVEP - 48" 2 - 1811 095 2PH OK FXI5TING 1pEE5 TO DE PP,E5EFVEP: 550' Il NO M1116A110N PEQUIPFP - 48 '' n13H OAKS TO FEE PEMOVEP TOTAL Pr�H OF PP,ESFpVF) TF.EF5 FXCEEP5 TOIIAL P[�H OF P,EMOVEP TPEE5 OAK TVEF5 TO PF FPF5FPNFP PAPKING AF. A Vr? PFQURIMENT5 582 L,F ApOUNP VUA PIV 1 Y 50 -19 +F5 F�QUREP 5 - 12'' OAK ALL -T;EE5 PpOVIPErJ I - 141' OAK 1 �y 2-116110AK 36'e INPICAT�5 EXISTING OAK TP;� TO Cf W15�pVM 5 - 2011 09 II 12° ALL LANP5CAPE MTEpIAI TO f3E ELG', #1 OF, 13ETTFp f AHIA 50P A51?EOf,Rl P MALAILEUCA Op FUGALYPTU5 MULCH ( NO CYPI?F55) A5 pFQUIpFP TO 3" TNI9NE55 MINIMUM IN ALL PLANT DrP5 FULLY AUTOMATIC IpPIGATION 5Y5TEM TO P;OVIPE 1007 COVFFA6E IN 15 MPH WIMP Al PPOHII31TEP 50,:CIE5 5HALL 13 FFMOVEP FpOM 51TE FOR TO 155UANCE OF UPyTIFICATE ON OCCUPANCY (INCLUPING ALL 'FLFPPCI L15TEP 5PECIE5) 8 — 24 Lim INV ICAI l 5 OAK I I\Lx -10 E35 Frmu INV CONC. HEADWALL 3 - 3611 OAK 550' 1 P13H OAKS TO DE PF\F5FPVEP � SITE DATA: PARCEL SIZE 36.33 AC. W/O DED. ZONING: IL (INDUSTRIAL, LIGHT) EXISTING LAND USE: IND \ - FUTURE LAND USE: IND (INDUSTRIALI R/W LINE — PROPOSED USE: BOAT MANUFACTURING -To-r ASPHALT ACCESS AND DRIVE PALM Pi PEfAII _ TITF FLAN11N6 PE;TAII SNpU�/ GpOUNDCOVEp PLANtING n�TAll .. qIa 0 zm 00 �1Tlr DRAINAGE ELEMENTS TO BE DETERMINED - LOADING DOCKS- - EXI5TING NATIVE VEGETATION H I.ANI25CAPF [�Ul\ 4 IMF so' A\EA5 MAY PP U5EP FOP CP,EPIT ALAIN5T PP,Op05EP \E , PLAN11NG5 �L 60'x4O' COVERED SLAB - COMPACTOR, DUMPSTER, ETC. - RESIN TANK & -r, TANKER ACCESS - DRIVE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA CALL TOLL FREE 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. ADJACENT PROPERTY OWNER: ASHLY ENTERPRISES EXISTING USE: TYPE 4100 UNDISCOVERED ZONING: IL LANP5CAPING FOP THI5 PFPIMETFP, 5HALL P9E PONE AT TIME OF PFP,MITTING 50:- N M L0 r1 N FOP, THI5 Al o E45TING VECETATON MAY 5FII A5 A DO LANP5CAPE PUFFFP, z l 6' HIGH CHAIN LINK FENCE 1.4' WEST OF PROPERTY LINE 30 29 34.00' �` -- - 31 32+ ►� ITER R/W LINE I I CHAT ).6' WEST) ALT ACCESS AND DRIVE RE� AGING FOUND RR SPIKE UNNUMBERED AT THE INTERSECTION CENTER LINE ST. LUCIE BLVD. & EAST LINE OF THE _ NORTHEAST 1/4, SECTION 31 ( 850' x 125' (106,250 SF) MANUFACT�T�RING BUILDING ° F � c� \. X M 'a MH; 1E 175' 850' El 200' 30'x6O' BUILDING WITH CONIC. PAD Ee ' 851 x 125' (106,250 SF) MANUFACTURING BUILDING AND METAL ROOF AND NO SIDES a MH STAGING a 22.2' RECEIVING AREA �"""'� AREA � 22.9' E. 0 30' x 750' (22,500 SF) COVERED MULTI -PURPOSE o nH.0 M TOP OF SLAB EX511NG NA11VE VEGETATON N LANDSCAPE ELEVATION - 22.91' 5 AP.EAS MAY 13E USED FOP, CP,EDIT AGAINST PI c P OPOSED i KINGJAR DM.ILDG aov bEElH. 15LOO' 1 OO O CMSM MH.3C2I SF IO M SM - \ I C14 5M 6 200 SPA ES ,___�___�_____.� _ 1 Ir. .— • ♦ SM ♦ ♦ / + + + + ,-� existing lake I- 6' HIGH CHAIN LINK FENCE 1 TOP -of -BERM / EDtxlstin ake +-- � 1 of-W TER -' proposed lake i + propli-sed laki- + + TOP -of -BERM EAST LINE OF THE WEST 1/2, n n n n n + EDG9F-of-W�TER + + + OF THE NORTHEAST 1/4, OF SECTION 31 + + + + + + + EXI5TIN6 VECETATION 5EP,V�5 A5 A + + + + + + LANI25CA�E 13UFFEP, + + + + + + + `\ EXISTING VFCETATION 5FIl A5 A LANP5CAPE PUFFEp + + + + + + + OCCUPIED WELDING SHOP i I + { + + + 200' I50 } + + + + +'' 100 TAX ID# 1431-112-0001-000/8 O 3 26' X 30,000 SF _-_ --4- J + + + + + + + + .1 0 ___--- - + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + 1 I EXISTING ECFTATION 5FPVE5 A5 A LANI%SC E 13UFFEP, APPROXIMATE II TOP OF BANK ADJACENT PROPERTY OWNER: RE -BUS, LLC EXISTING USE: TYPE 4600 HEAVY EQUIPMENT SRVC ZONING: IL MONITORING WELL (TYP) NOTS: WNEPE EXI5TIN6 VEGETATION I70E5 NOT PUFFED VIEW FP,OM OFF-51TF ( ALONG 5T,LUCIE rPLVP,), HFIZGE MASPIAL AT 2' Of. & T,EE5 AT30' O,C, PEP, 5LC 5PFC5 SHALL P3 All IF FXI5TIN6 VEGETATION PUFFEP,S VIEW FPOM OFF -SITE WHF;E PLANT MATFI;IALS APT PP,OPO5FP THEN THE EXISTING VEGETATION MAY CT USED FOP, CP,FPIT --TREE TO B REMOVED �typ.) 0 PMM' & MAT Q & 5CHM L� b�OUGNT KFY QUAN, NATivE Tal FAma �OTANICA, NAME COMMON NAME 51ZC (HT, K 5PP) CONTAIMt, CE FS IC MF QL QV 5M 5P 560 154 15 135 13 24 21 6 24" INV ELEV — 17.82' NORTH LINE SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST F.P.F.W.C.D. CANAL No. 26 L (66' R/W)m Y VFP,Y CONOCAP\PU5 EPFCfU5 6l DUTTONWOOP 427 @ 24" x 18" 153 @ 48"x3611 #3 #2 Y MOP, FOE 5TFl lA SEGP,FGATA FL01i Pill 4811 x 36" #Y Y MOP, ILEX CA551NE PMOON HOLLY 12-14' x 5' , 2-1 / 2" P13H P & 6 Y MOP, MYP,CIANTNFS Fl 51MP50N 5TOppl 48'' x 36" #' Y VEP,Y QUFP,CU5 LAUP,IFOLIA LAUP,EL OAK I2-14' x 5', 211-1/ 2 P3H r3 & 3 Y VFP,Y QUEPCU5 VIP,GINIANA LIVF OAK 12-14' x 5', 2"-1/ 2 Ill r3 & 13 Y VEP,Y 5WIFTFNIA MAHAGONI MAHOGANY 12-14' x 5', 2''-1/ 2 PPH D & 6 Y VEP,Y 5ADAL PALMETTO 5APAL PALM 00' C.T, MIN.) I/ 115 LAI PLAN MFET5 FPOT 516HT 1715TANCF ANP CLEAP, ZONE FEQIUIP,EMENTS Al 13ACKFLOW PPEVFI ANP GP,OUNP MOUNTED MECHANICAL EQUIPMENT TO PE 5CP,EENEP WITH 51-11 CALCULATED POSITION BASED ON F.D.O.T. R/W MAP SECTION No. 9460-150 36" TO 24• (PLAT BOOK 21, PAGE 14) INV ELEV — 19.91' — — _ — BRZW LINE — — — — — — — — I , . V:,r, s, •• - LUCIEST_i • ' � • i • u `T ,. ^ _ _ •• e Y r�l • i} • • • iLI61 21 24" 50'DEDICATION 1 145 � 2x24" `x E45TING VECETATION 5FII A5 A LANP5CAPt DUFFED (5EE NOTE Ar�OVF) FUTURE EXPANSION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LAK + + + + + + + + + AFIPROXIMT}TE EDP + + + + + + + + �TfICAL VTTOM� I of LAKE LEVATI N OF WATER + + + + + + + + + + + + + + + + + 1 + /� + t + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + ' + + + + + + ��TYPICA�BOTTOM + + + + + + + + + + 1 F LA ELEVA4,ON + + + + + + + + + + + + + + + + + + -� /� + + + + + + + + + + + + + + + + + + +: + + + + + 6' H�H CH�N LINKIF.ENCE+ + + + + + + + MEA DERS ROPERTY LINE - - + + + + + + + + + + + + + +-_--- L— 1-- SET 5/8" IR&C I ____� --------------------------------------__-___T___----------- EXI5TIN6 VECETATION 5EPVE5 A5 A STAMPED LB 4286 FOUND 4'x4" CM I I LANDSCAPE rJ'uFFEP, UNNUMBERED IRRIGATION VALVE (0.08W & 0.67N) rood Tood DIRT ROAD N89'48'12"W CENTER ROW-D t _ I � OCCUPIED TAX ID# 1431-130-0000-010/0 I SOUTH LINE OF THE NORTHWEST 1/4, OF THE NORTHEAST 1/4, OF SECTION 31 OCCUPIED TAX ID# 1431-112-0001-000/8 I FOUND 4"x4" CM UNNUMBERED FOUND AXLE (0.37'W & 0.14'N) UNNUMBERED SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31 I UNOCCUPIED TAX ID# 1431-140-0000-000/8 (a& mW North ELECTRONIC `1;& AFFIXEP DY AUM r5,A20I7 3,10,201� 3172017 LT5 4,27.2017 5A.2017 i \ \ 'ice J� FILE C M M M z Q Q O z � Ez Ez O � � v � O � � _ Q PAT: 2 28 2011 PRAWN' WM OccrzD: 5CA,E' I" - 100' PROJECT No. 17 - Oil MAY 2 3 2017, MARK I REVISION Luminaire Schedule Symbol Qty Label Arrangement Total Lam U.tFmen Description Lum. Watts Lumens/Lamp [�E] 5 2E3 BACK -BACK N.A. 0.900 GARDCO 2 EC F-3-215LA-641A-NW 210 N.A. 0 4 E5 SINGLE N.A. 0.900 GARDCO ECF- 5-215LA-641A-NW 210.3 N.A. Q 5 E2 SINGLE N.A. 0.900 GARDCO ECF- 2-215LA-641 A -NW 210.7 N.A. I E4 SINGLE N.A. 0.900 GARDCO ECF• 4-215LA-641 A -NW 211.9 EN, Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ENTRY ROADS Illuminance Fc 1.63 7.5 0.6 2.72 12.50 PARKING LOT Illuminance Fc 2.64 6.8 0.9 2.93 7.56 PROPERTY LINE Illuminance Fc 0.02 0.6 0.0 N.A. N.A. a ..,� „a :' �«.,.>.m✓' s,.�...,-...e y t. <:. r�. ..,,i „ a'''°`°r <ss �d ,u�, GENERAL NOTE 1. STREET LIGHTING FOR ADJACENT STREETS TO BE PROVIDED BY UTILITY COMPANY. UTILITY COMPANY TO PROVIDE A MINIMUM OF 0.5 FOOTCANDLES. 2. SPECIFIC LIGHTING FIXTURES, SELECTED BY TYPE, PHOTOMETRIC PERFORMANCE, LIGHTING PATTERN AND LUMEN OUTPUT WERE USED IN THE ILLUMINATION TO PRODUCE THE REQUIRED EFFECTS AND ILLUMINATION. SUBSTITUTION OF THE LIGHT FIXTURES WILL RESULT IN DIFFERENT ILLUMINATION COVERAGE AND LIGHTING PATTERN. THEREFORE, SUBSTITUTION OF LIGHTING FIXTURES WILL NOT BE ALLOWED. PROPERTY OF THE DESIGNED SBM 0DEE0t WHEDIER THE PROJECT FOR WHICH THEY ARE MADE IS E%ECUIED OR DRAWN PMP R�u FOR �IS CHECKED SBM �ONLY T'' B� ONTRA THE ENGINEM UNwwGR® USE WILL 70 THE OOPYRCHT 4 % SCALE AS NOTED BATE BY DATE 03-15-17 KNIGHT, McG DIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 30 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. FBC 2014 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FORT PIERCE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2014) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCT A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. L: ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. HARING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICALINSTALLA11ON SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WARES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THIRD LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 0. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2014 FBC ENERGY CONSERVATION SECTION 405.7.3. P. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3. PROPOSED BOAT MANUFACTURING (AIRPORT PARK of COMMERCE) ELECTRICAL NOTES ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E1.1 SITE PHOTOMETRIC PLAN 5" #6 GROUND I STANDARD PIPE TENON 1 1 CONCRETE POLE 3/4" CONDUIT CAST IN POLE I . zz o 1 0 3"X5" HAND HOLE W/ 1 WATERPROOF COVER. I N I I. . FINISH GRADE JUNCTION BOX BROOKS PRODUCTS I. BRANCH CONDUIT INTO JUNCTION BOX 0 5/8"X8' CU GRD. RD. 9 NOTE' T. POLE SUPPLIER SHALL CERTIFY THAT POLE AND 2. USE EPDXY SPLICES FOR SPLICING CONDUCTORS FIXTURE MEETS CURRENT WIND LOAD CRITERIA AND IN JUNCTION BOX. SHALL PROVIDE SIGNED & SEALED CALCULATIONS BY A REGISTERED FLORIDA ENGINEER 3. 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LUCIE BLVD. & WEST LINE OF THE A NORTHEAST 1/4, SECTION 31 0 b FOUND 5/8" IR&C ( IN FEET ) CALCULATED POSITION BASED . �r !O TOP GRATE ELEV 1 ' STAMPED LB 4286 INV ELEV = 17.82' FOOT R/W R/W MAP SECTION No. 9480-150 Fi `'� INV ELEV V EAST & 'WEST 16 24= 16.75' 1 inch 100 ft. 21, PAGE 14) I I INV ELEV = 12.81V FOUND 1" IP CALCULATED POSITION BASED ON NORTH LINE SECTION 31. UNNUMBERED F.D,O.T. R/W MAP SECTION No, 9460-150 CONC. HEADWALL (TYP) I ,.I.4 I INV ELEV = 18.50' TOWNSHIP 34 SOUTH, 36' TO 24' 0.58'E & 1.53'S (PLAT BOOK 21. PAGE 14) INV ELEV = 12.58' F+4 INV ELEV - 17.11' RANGE 40 EAST INV ELEV - 19.91, () INV ELEV = 15.55' — + — — ._ _ '� LINE- 25 30 INV ELEV= 16.73' F.P.F.W.C.D. ,°� CANAL No. 26- - — "+"^xry oEDGE OF -Il+. ry,ry°66' R/W),° �,� 30 29 LEGEND 3 ^yX+om e ♦— . WAIER— >� — — — — — ° — — — 1334.00'ry — — — — IR&C =Iron Rod with Plastic Ca - p F.P.F.W.C.D. = Fort Pierce Farms Water Control District x , + ST LUCIE BLVD g.,COUNTY ROAD) 6 8 °� q �" ""E ►� % °� 31 3 + IP&C = Iron Pipe and Cap N.A.V.D. - North American Vertical Datum x 'h o I BST ry'ry - .,.. ,:, ,.. ... ,.. <... ,o4y,+1 .. t . ... .,....,: _.... ., .. `�. ... .. '•. ,,...._. _s... ,. F„s.F,..,. .. >......... . ,_ , IP PI e ,..,.�,., r�.-•f-.: .. 3t`Y ... _ 3. .,._.. n , .� ;:... .c y >_.... .. ,. .S , ..r. Y..Y •.. ., n. ,. ..C... a. .... ENT, ., J ++ + 918 4 g ) t4" yw , °�. OHU Over Head UtilityCMP =Corrugated Metal Pipe ' _ _.. XL•, 'by x` , Oryy t8' +�' 1 16" SIGN-P-16 INV ELEV = 18.69' X`4°O R/W LINE H u' ,,' (P) = As shown on recorded plot. p - x BENCHMARK y �9—� ���� �� —� ��- 9 s-� 9 g-s -�-4 p R/W LINE I D Deed RCP Reinforced Concrete Pipe N TOP NAIL &DISK y-9 d° 20 24" 24 ry„ +� b 50 ADDITIONAL RIGHT-OF-WAY O +?�•\ °ACKFLOW ( ) f PIUS Of MIOUS o 2X2 dS 2x18' ry 0y y 0° a+ y X 24 Y 6� O.R.B. 3265, PAGE 1974 +Q WEIR tL REVENTER (C) = Calculates by Field Measurement x STAMPED BM C&T x ry+' °9 x ry°' " 09 ) 36" + x � x a. ,yo, xry (Typ) =' = Pine Tree (size in inches) ELEVATION = 21.195 36 , / - 9 y N.G. V.D. 1929 +y 2X72' o " y 1334.00 x yy p° 6' CHAIN LINK FENCE R S = Land Surveyor Palm Tree ry s S89'51 31 E 1 s" +� 24" + ry'x 24" 8 ry+' 8 x yry ry ry ry,• ry+. ^y (D.s' wes1) y LB =License Business =Oak Tree °° ° 8 8 36" ry° >0 P.L.S. = Professional Land Surveyor Flood Light - IV °' t`� x5 2x2O" SET 5/8" IR&C TOP OF GRATE ELEV - 21.03' y FOUND 4"x4" CM sy �� 3fi" �(+ 2x24" INV ELEV = 16.2W FOUND RR SPIKE + = Wood Pole = Valve `Ltt3' STAMPED L(3 4286 °ry UNNUMBERED AT THE -�- = Concrete Pole UNNUMBERED + any m °°P `' INTERSECTION CENTER LINE =Anchor and Guy Wire -= Sign (0.10'W & 0.04'N) SET 5/8" IR&C +� m 6" ST. LUCIE BLVD. & y - FOUND BRASS DISK STAMPED LB 4286 °� + EAST LINE OF THE TYP. = Typical q® = Water Meter STAMPED "CHUCK" +tis Ab +ye c 1 NORTHEAST 1/4, SECTION 31 P.B. = Plat Book +qy = Fire Hydrant 1.86'E & 1.67'S `' 00 O Z PG. = Page T ( ) Z 9 —x— = Fence Line Z La I I O.R.B. = Official Records Book lip- +y, Ln No. = Number WM =Water Main ° w a = Center Line SAN = Sanitary as I I I POB = Point of Beginning � = Well �y +y° 3VXSO' BUILDING WITH CONC. PAD + POC = Point of Commencement FFE = Finished Floor Elevation OCCUPIED XT°. '`+9 AND METAL ROOF AND NO SIDES 22 2' �O ^y TOB = Top of Bank - 10" TAX ID# 1431-211-0000-000/5 +• + CONC. = Concrete � =Palm Tree With Size +ry y ELEV = Elevation UNOCCUPIED >61 22'9 IN�S TAX ID# 1431-120-0000-000/6 y y+ y I INVD. = Boulevard =Invert __Oak Tree With Size O°' TOP OF SLAB °' +°' A = Included Angle " +° +' JC4' ELEVATION = 22.91' °. Kti xry ry s R = Radius Length 2xl8" ^0 ryb° 096 °y L = Are Length � =Oak Tree with Double Trunk N ° ry y yew X,V. Lryyp_�9 ry xl 5 +°i +T° k N IN do °°o .�$ / +r--------------- 3C:� xry'�y +�a LINE OF THE °° +°+ /j1 \�9y�F ry+� APPROXIMATE oqb 6' HIGH CHAIN LINK FENCE WEST' NORTHWEST 1/4 OF THE °» x ay NORTHEAST 1/4, APPROXIMATE EDGE TOP OF BANK x1• +a / ya OF SECTION 31 `\ xy 0, xy, yy y. OF WATER \ + EAST LINE OF THE NORTHWEST 1/4, 0, OF THE NORTHEAST 1/4, x '°' OF SECTION 31 W ,` O+ '00NOTES + ,� y+ o° / , ry .0 xv. +0° �/ +y9\* °ry° ryry? 3 OCCUPIED I I 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida Z � X,L+dry X�' / `,, ry�x � TAX ID# 1431-112-0001-000/8 � Licensed Surveyor and Mapper. ` yy '`• \ ry 2) Descriptions shown hereon provided by the client :and/or their agent-. - +6y Sow 3) Underground utilities, foundations and improvements were not located as part of this survey. +° y� 0` - -- - --- 4) Overall parcel contains 36.319 acres, more or less. wry. y >C1 +yry _- -_� yry p 3 5) The last date of field work was January24, 2017. x a�. \ °, ^. ry4P Ix 6) The bearings shown hereon are based on the North American Datum of 1983 (1999 adjustment) +yes' �,\ otioy 01 p ''0 Florida East Coast State Plane Coordinate System. The East line of the Northwest 1/4 of the 6' HIGH CHAIN LINK FENCE yry X�' * +ryI� Northeast 1/4 of Section 31, as monumented, shown hereon, is assumed to bear South 00'08'41" 1.4' WEST OF PROPERTY LINE I ry �o xrya Cal West and all bearings are relative thereto. yx y 7) Said described property is located within an area having a Flood Zone Designation "X" areas xryry ,sp >1`1 e ry 1 +a LAKE y` 1 x�� dry° ryry° ,� determined to be outside 500 year flood plain, by the Federal Emergency Management Agency 0 I x� ryo x x� (F.E.M.A.), on Flood Insurance Rate Maps No. 12111CO176 J having a date of identification of February I APPROXIMATE EDGE TYPICAL BOTTOM I ry pY I I 16, 2012, St. Lucie County, Florida, which is the current Flood Insurance Rate Ma for the community - APPROXIMATE OF WATER OF LAKE ELEVATION ; o° ryryx in which said premises is located. No additional search of the public records has been performed. OCCUPIED TOP OF BANK i I There may be additional map amendments affecting this property. efl ° 8) Wetlands may exist on this property, but were not located as a art of this survey. TAX ID# 1431-213-0001-000/8 ry`' , ry Q I I P Y• x I °o ,+'' x' i 9) Elevations shown hereon are based on a concrete monument stamped "Z 230 1965" with a x'+9 TYPICAL BOTTOM elevation of 20.465 feet based on the N.G.V. Datum of 1929. To convert from N.G.V. Datum 1929 to N.A.V. Datum 1988 subtract 1.51 feet. OF LAKE ELEVATI N yy+� 10) Additions or deletions to survey maps or reports by other than the signing party or parties is ' /°' � x^ prohibited without written consent of the signing party or parties. x - ^'� All measurements are in accordance with the United States standard, in feet. ys I 6' HIGH CHAIN LINK FENC _ _ y ry x °^ MEANDERS PROPERTY LINE - xry 12) The expected use of this survey is for topographic design. 9 y _--' y yy 13 Old Republic National Title Insurance Company Policy Number OF6-8456604 dated April 06, 2017 MONITORING y9;�'1--- °'\ ,� ___ x` „ _ ) p p y _y . WELL (TYP) - t, y+y q<2.1 ry x - © 12:10 PM, was incorporated into this survey. FOUND 5/8" IR&C r +6 "�° -- *'C7 - ----'------------------------ STAMPED° LB 4286 as+ -` e FOUND 4"x4" CM >0 a s a - o^`' - + - - UNNUMBE CM y + rya s` �y Qy° XT xa9 oy +4a k° IRRIGATION VALVE (0.08'W & 0.67'N) py ry o+ ry° ° +h y9 n° y9 ° yy a' rya 7<" O° a ry xy1" O o• o. o• +g. + +a. o. ., +o o• - o rya. °.°� ry°e °• DIRT ROAD °• N89'4F12"1N. CENTER ROA� y° 1333.99 m x ry" ° - o _. _. �_ a = \a�1 \ 90 Xq°- +°ry +°e,° x,1^• +ry9 xay yo f .� ry SOUTH LINE OF THE NORTHWEST 1/4, OF THE NORTHEAST 1/4. OF SECTION 31 OCCUPIED OCCUPIED " TAX ID# 1431-130-0000-010/0 TAX ID# 1431-112-0001-000/8 I 'r. THOI K1ERgAN „;A PROFESSIONelL'•SIJRVEY R I. MAF ER FLORIDA CERTIFICATE. NAI SIGNATURE DATE I FIIv' RFF I FIELD BK./PG.I ry° xy° - FOUND 4%4" CM UNNUMBERED FOUND AXLE (0.37'W & 0.14'N) UNNUMBERED SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE I NORTHEAST 1/4 OF SECTION 31 I UNOCCUPIED TAX ID# 1431-140-0000-000/8 DESCRIPTION The Northwest 1/4, of the Northeast 1/4 of Section 31, Township 34 South, Range 40c East, i I LESS the North 98 feet lying in St. Lucie County, Florida; LESS AND EXCEPT the North 50 feet thereof which has been conveyed to St. Lucie County, Florida, a political subdivision, pursuant to that certain Special Warranty Deed recorded in Official Records Book 3255, Page 1974, of the Public Records of St. Lucie County, Florida. Scriveners Error: Special Warranty Deed recorded in Official Records Book 3255, Page 1974 should read; Special Warranty Deed recorded in Official Records Book 3265, Page 197 OPV CULPEPPER & TERPENING, INC — R E V I S 1 0 N S — BY DATE BY DATE BOUNDARY & TOPOGRAPHIC SURVEY FIELD GA 1-13-17 CONSULTING ENGINEERS I LAND SURVEYORS ................................................................................:............... ............... "'C" .. LLS'C"S. .... ............ _.......................... ..' PREPARED FOR 2980 SOUTH 25rh STREET .FORT PIERCE, FLORIDA 34981 .................... ............................................................................. .CA . . PHONE 772-4643537 • FA%772-4649497 . wwm.ct-cng.com .................... .. ............. .................. ...... ............ .......DRAWN............._ GLM...,..1-17-17... - 151 SW-FLAGLER AVENUE • STUART, FLORIDA 34994 ITHONE772STATE376. ............ ................. _.............................__.:......... ................. �-� �.............................. '.MAVERICK REVISED PER COMMENTS ...................... GLM 4-21-17 .. DETAILED.... ... .............. 4-21-17 - BOAT GROUP INC - FLORIDA TIFICA497.www.ct_eag,cam STATEOF PLOATDA GERTIPICATTON No. LB 4286 ST. LUCIE COUNTY SITE PLAN SUBMITTAL CI ... ............... ........ ......_.. ............................... .......:........... ....... ......... _.... ........ _............... ....... CHECKED .. ..... ... ................ TPK .................. ....... _............. - � �. UPDATE PREVIOUS BOUNDARY TOPOGRAPHIC SURVEY, ADDED TREES GLM 1-17-17 APPROVED TPK 4-21-17 - DATE;01-13-2017 HORIZ. SCALE:1"=100' VERT. 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