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HomeMy WebLinkAboutWALL SECTIONi L I "A" WALL SECTION SCALE 1/2 =1 0 \I t W /,d' • O O UU "ovt C) N con w �0 �w.'� 0 � N O LL Z Q _J m CL z O Q U � � � O O LL z LL w _U } W Lut OL OL tu O Q �-- LL REVISION&: COPYRIGHT: THIS DRAWING AND THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF SRENNER t ASSOCIATES, ARCHITECTURE, INC. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF SREReR t ASSOCIATES, ARCHITECTURE, MC. 18 PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO: 1/26/18 xxx DRAWN BY: CHECKED BY: J.M.5. J.M.5_ A 5 OF 6 I Lo N 99B99 WALL SECTION SCALE 1 /2"=1'-0" 6" R-19 WHITE — VINYL FACED ROOF INSULATION, TYPICAL ENGINEERED STEEL - BUILDING STRUCTURE -SEE ENGINEERED SHOP DRAWINGS 3" R-10 WHITE VINYL WALL INSULATION, TYPICAL CORE -FILL 500 FOAM -� INSULATION IN EXTERIOR MASONRY WALLS, TYPICAL REINFORCED CONC. SLAB & FOOTINGS - TYP. SEE ENGINEERING DRAWINGS FOR SIZE AND REINF. WALL 24 GAUGE STANDING SEAM ROOF SYSTEM BY MBM BUILDING MFG. SEE ENGINEERED SHOP DRAWINGS ENGINEERED STEEL BUILDING - STRUCTURE -SEE ENGINEERED SHOP DRAWINGS 46 GAUGE EXPOSED FASTENER METAL WALL PANELS BY BUILDING MFG. SEE ENGINEERED SHOP DRAWINGS ENGINEERED STEEL BUILDING STRUCTURE -SEE ENGINEERED SHOP DRAWINGS REINFORCED CONC. TIE BEAM - TYP. SEE ENGINEERING THESE PLANS AND ALL PROP05E0 ARE SUBJECT TO ANY COPREC711VIS REOUIRED BY FIELD INSPECTORS THAT COMPLY WITH ALL APPLICABLE C E,�. SMOOTH STUCCO FIN. ON CONC. BLOCK (PAINT) TYP. B" REINFORCED CONC. BLOCK WALL - TYP. SEE ENGINEERING. REINFORCED CONC. SLAB & FOOTINGS - TYP. SEE ENGINEERING DRAWINGS FOR SIZE AND REINF. 0'-0• fin. floor SECTION SCALE 1 /2"=1'-0" O l- V Q :M3 nn CL �111 V On/ Zn/ 1L Q U � � � O O � � z Lu Lu } Lu (L lr� � O REVISIONS: An r,wa\ COPYRIGHT: THIS DRAWING AND THE DESr3N8 SHOWN THEREON ARE THE PROPERTY OF SRENVER 4 ASSOCIATES, ARCHITECTURE, INC. THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ESRENNER ASSOCIATES, ARCHITECTURE, INC. 18 PROHIBITED AND ANY INFRINGEMENT WILL EIE SLIWECT TO LEGAL ACTION. DATE: COMM. NO: 1/26/18 xxx DRAWN BY: CHECKED BY: J.M.B. J.M.S. A 6 OF 6 / ?-0-40, � �?" Jatr N ML8jr��r�ml 14 i fLi �JJJ r u fra (f; PU, �J J JY+�1 rl CJ NnN'q LOCATION MAP Pi I t Im aw !=�k= MW Adwb� F�a�CJ CcFlu �JJJl>>aJJJ ,dmmbk,M MKO�Rlll k All n SO I LiU, L1 0Cr-lnvtt40%0.=1=!= = In) 1� 11IIId a, 411% SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST 0 r" I INDEX OF DRAWINGS No. I DESCRIPTION CIVIL SITE PLAN SET C1 Coversheet, Location Map & Drawing Index C2 Site Plan all = 100') C3 Master Utility Services Plan (it? = 40') C4 Master Drainage Plan wf = 100') ARCHITECTURAL A I . 0 Architectural Plans and Elevations LANDSCAPE Ll Landscape Plan LIGHTING PLAN E0.1 Electircal Notes ELL Site Photometric Plan SURVEY Attached Boundary and Topographic Survey PREPARED BY: KNIGHT, McGUIRE AND ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POENTE, surrE 401, VERO BEACH, FLORIDA. 32960 PHONE (772) 569-5505 - FAX (772) 569-1455 CAD 0-0 A" 92018 .0Tf-R'9CGVfR)t' REG. No 39573 14 4 IT A BENCHMARK I 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 NORTHEAST 1/4,— OCCUPIED TAX ID# 1431-211-0000-000/5 ADJACENT PROPERTY OWNER: ASHLY ENTERPRISES EXISTING USE: TYPE 4100 UNDISCOVERED ZONING: IL OF SECTION 31 (V M Lo 00 60'x4O' COVERED SLAB - COMPACTOR, DUMPSTER, ETC. PHASE I - RESIN TANK & TANKER ACCESS DRIVE 1 50, 100, 200' 300' 400' 1 1 1 %w NoMIL— Graphic Scale North FOUND RR SPIKE UNNUMBERED AT THE INTERSECTION CENTER LINE 3 ST. LUCIE BLVD. & NOTE: REFER TO THE LANDSG PE PLAN FOR TREE WEST LINE OF THE REMOVALS AND PROPOSED LANDSCAPING LOCATIONS. 50' R/W DEDICATED PER O.R. SITE DATA NORTHEAST 1/4, SECTION 31 / BOOK 3265, PAGE 1974 AND ST. SET 5/8"IR&C OWNER.....................................MAVERICK BOAT COMPANY LUCIE COUNTY RESOLUTION IN O.R. STAMPED LB 4286 BOOK 3210, PAGE 448. ($167,538 FOUND 1" IP CALCULATED POSITION BASED ON 3207 INDUSTRIAL 29th STREET NORTH LINE SECTION 31, N IMPACT FEE CREDIT APPLICABLE UNNUMBERED F.D.O.T. R/W MAP SECTION No. 9460-150 FORT PIERCE PROPOSED LEFT TURN LANE TOWNSHIP 34 SOUTH, , FL 34946 (PLAT BOOK 21, PAGE 14) _ _ RANGE 40 EAST TO THIS PROJECT.) (0.58'E & 1.53'S) — — — _ _ _ _ _ p. (888) SHALLOW PROPOSED MASONARY SIGN F.P.F. W.C.D. CANAL No. 26 - - - - - f. (772) 489-2168 WITH FLAG 0 E PER S.L.C. (66'R/W) 1334.00' � 30 29 www.mbcboats.com SIGN REQU R ENTS • -- - — - - — _. - — - _ Jw CIAe - - _ _ — _. - — =. - - — — — - ENGINEER/APPLICANT ....................... SCOTT B. McGUIR , PE, FL. RE . 3957 _ 1. 00' B E G 3 B o. 3 1 3 2 ►� KNIGHT, MCGUIRE & ASSOCIATES, INC.' A 'aTF:,L- II MzVD; C-0,UNTTY- R-L-3r D 698 - _ - _ 80 ROYAL PALM POINTE SUITE 401 " o" ts" is 12 SIG; 14" M VERO BEACH, FL 32960 ----------- - --- _ 24" 24"------ ----------- ----'------------------ -- -- f (772) 569 5505 -- - - - 2°^ j TYP TREE R/W LINE — — - civil@knightmcguire.com A TO REMAIN PROPOSED 26' WIDE S89°51 31"E .. 1334.00' ASPHALT ACCESS AND DRIVE $ .l9" s' GRAIN NK F€P I SURVEYOR................................A CULPEPPER & TERPENING, INC. B 36" 25' LANDSCAPE BUFFER 16" Li}1E - (0.6' WEST) FOUND RR SPIKE FORT PIERCE, FL 34981 — — UNNUMBERED AT THE ® SCALE 8 2x20" WALE SWALE o INTERSECTION CENTER LINE p. (772) 464-3537 I i 2x24" 2x20" ( I I ST. LUCIE BLVD. & f. (772) 464-9497 C EAST LINE OF THE 36^1 I 1 EXISTING I _ I NORTHEAST 1/4, SECTION 31 PROJECT DESCRIPTION ...................... MAVERICK BOAT MANUFACTURING FACILITY i PHASE II m PAVEMENT -LOADING DOCKS & 1 RECEIVING AREA PHASE IT - 850' x 125' (106,250 SF) EXPANSION OF MANUFACTURING BUILDING CONCRE TEAS; PROJECT ADDRESS .......................... 4551 ST LUCIE BLVD F.F. ELEV = 22.0 NAVD AREA 1 { O 3 \__-__2L0' �" FM LEGAL DESCRIPTION ........................ THE NORTHWEST a, OF THE NORTHEAST 14 OF 225.0' a I� I SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST, 5 LOADING ZONES ®12'x55' = 60'x55' Q', LESS THE NORTH 98 FEET LYING IN ST'. LUCIE PHASE I EXISTING 30'x6O' BUILDING I I COUNTY, FLORIDA. WITH CONC. PAD AND LOADING DO S & PHASE I METAL ROOF TO BE RECEIVING REA D PHASE I - 850' x 125' (106,250 SF) MANUFACTURING BUILDING CONCRETE STAGING REMOVED DURING PHASE I F. ELEV = 22.0 NAVD AREA PARCEL ID No ............................. 1431-120-0000-000-6 . SEC/TOWN/RANGE ........................... 31/34S/40E 30' x 850' (25,500 ) COVERED MULTI -PURPOSE (PHASE 1) iD 10 10 ;10 . 7 9 PHASE III PHASE I PARKING 1 PAVIEMI .... . ............ ENT ZONING ...... . .. . ......) ® a a EXECllTIVE IL ( INDUSTRIAL LIGHT 6' CONC. SIDEWALK D PARKING 100 x 100 259.0' to O LAND USE IND (INDUSTRIAL) ............................... �n1 fl 1D,...— lo,000 sf 26' WIDE TWO-WAY ,_,,...,.._. �,,,�. __�... L...l �,...,,"' ........ m REQUIRED 'PERMITS: EMPLOYEE &GUEST U _ - - ADIVIIN:1}LDG ® • FPFWCD DISCHARGE PERMIT DIMENSIONAL REQUIREMENTS PARKING ACCESS D �� FF EL=22.0 NAVD .- EXPANDED ACCESS FOR FUTURE PARKING LU O c 0 0 I0 C2 Z EXPANDED ACCESS FOR FUTURE PARKING FUTURE (PHASE IV) WELDING SHOP 200'X15O' = 30,00 SF AI 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 4"x4" CM - UNNUMBERED (0.08'W & 0.67'N) 0 I ED ING PHASE ONIC. SW. DESIGNATED TA ADDED ZONING LAND USE AND DIMENSIONAL REQUIREMENTS TO SI' S. LABELED 6 C REVISED PER SLC COMMENTS o REVISED POTABLE WATER & FIRE PROTECTION LOCATION. An I MARK I REVISION PHASE II PARKING m / FRONT YARD SETBACK 25' -1 • FOOT DRIVEWAY -I_ REAR YARD SETBACK .................... 20 6' HIGH CHAIN LINK FENCE • DEPARTMENT of HEALTH SIDE YARD SETBACK 10' ....0 / FUTURE (PHASE III) UTILITIES ® PHASE III PARKING D m FILL EXISTING LAKE' ADMINISTRATION BUILDING / � _ MAXIMUM BUILDING HEIGHT 50' f (APPROX. 4200 SF ® 100'X100' - 10,00 SF • ST LUCIE COUNTY SITE PLAN i(�' WATER LEVEL) EAST LINE OF THE WEST 1/2, • ST LUCIE COUNTY BUILDING U V / PROPOSED EDGE OFOBANKD TOP OF THE NORTHEAST 1/4, • ST LUCIE COUNTY STORMWATER OF SECTION 31 FLOOD ZONE ............................... X, PER MAP 12111CO176 J, a PHASE IV PARKING D D / OF WATER • STFIDLUCIE COUNTY DRIVEWAY DATED FEBRUARY 16, 2012. 10: 10' 0 10; . 10I 1 OFI WATER DGE ' OCCUPIED / 1 TAX ID# 1431-112-0001-000/8 SITE AREA...............................A 1,582,067 SF 36.33 ACRES (POST R/W CONVEYANCE) UNOCCUPIED / TAX ID# 1431-120-0000-000/6 / PHASE IV / 200' x 150' EXISTING EDGE PROPOSED TOP / \ EXISTING TOP OF 30,000 sf OF WATER OF BANK. \ / BANK. WELDING SHOP - - - PROPOSED BUILDING AREA (FINAL PHASE)..... 287,892 SF (18.2% OF SITE) 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 F.F. ELEV = 22.0 NAVDRAP - �P LAKE AREA (PRE & POST) ......................... 244,240 SF 5.61 AC (15.4%s OF SITE) \ PROPOSED CONCRETE SIDEWNX UP uP PAVING AREA .................................. . . 287,892 SF 6.61 AC (18.2% OF SITE) BUILDING AREA .................................. 252,500 SF 5.80 AC (16.0% OF SITE) GREEN AREA ..................................... 797,435 SF 18.31 AC (50.4% OF SITE) I I I I I I I I MONITORING WELL (TYP) _ DIRT ROAD_ � 1 Existing 9.68 ac Lake I v 0 fo IU) I i i i ___-------------- _----_.� PROPOSED TOP 6' HIGH CHAIN LINK FENCE OF BANK. MEANDERS PR PERTY LINE i812 W Cent41111111110 er Road 1333.99' (60' R/W) \ `D — — — �� — — SOUTH LINE OF THE OCCUPIED TAX ID# 1431-130-0000-010/0 DESIGNED SBM ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR 4/17 CW DRAWN PMP/CRW NOT. COPY OR USE FOR OTHER PROJECTS IS PERMITTED ONLY BY 1/17 CW CHECKED SBM WRITTEN CONTRACT WITH THE ENGINEER. 28 17 / CW SCALE 1" = 100' UNAUTHORIZED USE WILL BE PROSECUTED PURSUANT TO THE COPYRIGHT LAWS. DATE BY DATE 01-27-2017 NORTHWEST 1/4, OF THE NORTHEAST 1/4, OF SECTION 31 OCCUPIED TAX ID# 1431-112-0001-000/8 I I I PARKING CALCULATIONS /-IRRIGATION VALVE V FOUND 4"x4" CM UNNUMBERED (0.37'W & 0.14'N) UNOCCUPIED TAX ID# 1431-140-0000-000/8 eel V0 1 12' 1 5' 1 12' 10' PRO m WHEEL sro >E I y o N PARKING SPACE DETAIL PHASE BUILDING AREA NEW IN THIS PHASE & USE BUILDING 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$00 MANUFACTURING (@1 SPC/1000 sf) 107 SPACES 214 SPACES 216 SPACES III 10,000 ADMINISTRATION/OFFICE (@3 SPC/1000 sf) 212,500 MANUFACTURING (@1 SPC/1000 sf) 0 SPACES 10,000 ADMINISTRATION/OFFICE (@3 SPC/1000 sf) 30 SPACES 244 SPACES 316 SPACES IV 30,000 MANUFACTURING (@1 SPC/1000 sf) 242,000 MANUFACTURING (@1 SPC/1000 sf) 30 SPACES 10,000 ADMINISTRATION/OFFICE (@3 SPC/1000 sf) 0 SPACES 274 SPACES 416 SPACES MOTF' Al I PARKTAIR I nT CnNCTDI IrTmnl Tn QC DUACCn Tn 4nrin.R.MDf,TC T nCnt CIJnNIN A.n1ID NOTE: ALL 9 REQUIRED HANDICAP PARKING SPACES TO BE CONSTRUCTED IN PHASE 1 GHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS Maverick Boat Company 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 Proposed Boat Manufacturing Facility E: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 DA DATE: PROJECT NO. 15-048 Site Plan � IiL�.l .//y��1 SHEET Scott BMMccGuire, P.E. David S. Knight, P.E. C2 Fl. Reg No. 39573 FL Reg No. 41060 PHASE II 106,250 SF MANUFACTURING BUILDING EXPANSION PHASE 1 106,250 SF MANUFACTURING BUILDING REVISED POTABLE WATER & FIRE PROTECTION LOCATIITN. MARK I REVISION z r 4"X6" TAPPING VALVE AND SLEEVE `r PROPOSED 68 LF OF - 4" PVC FORCEMAIN 1334,00, _ PROPOSE PRIVATE LIFT STATION - TO .Y.. ... BE P MITTED BY F;P.U.A. 4 C 1 ^. - PROPOSED 4" SEWER LATERAL WITH CLEAN —OUTS EVERY 75' R LESS AND CHANGE IN DIRECT! PROPOSED FIRE SERVICE WATERMA (SIZE TO BE DETERMINED BY FIRE CONTRACTOR) Co. 2" POTABLE , PROPOSED DRAINAGE PIPE. CONSTRUCT FIRE HYDRANT PER F.P_U,A, REQUIREMENTS EXISTING F.P.UAZ6" FORCE MAIN 2" DOMESTIC WATER SERV!CF AND , FIRE SERVICE (SIZE TO BE _ DETERMINED BY FIRE CONTRACTOR) W/ ABOVE GROUND BACK FLOW PREVENTION DEVICES PER F,P,U,A, WATER METER/BACK FLOW PREVENTER DETAIL W-11, KNIGHT, McGUIRE & ASSOCIATES, INC. DESIGNED 58M DRAWN cRW :, ' , ., xl A CONSULTING ENGINEERS AND PLANNERS Vf " ., `' ` - - 80 ROYAI, PA I,M POINT!, SL'I'ITE 401 V ERO BEACH, FL 32960 CHECKED SEIM _ _..._ r t �...5r.` PH(J?V13: (792) 5K4-5505 NAY: ('772) 569 I45 E-MAIL: CtwRl(7t11ightIcC3uire.com CERTIFICATE fi,E< AUTHORIZATION NUTIMBER - 00006335 /28/17 Ow SCALE t" = 40' DATE BY GATE Ds/2af2o17 1), 2W 441 Geaphle Scale EXIST PN0 i SITE DATA 0N7NER..................................<..IAVERICK BOAT COivIPANY 3207 INDUSTRIAL 29th STREET FORT PIERCE, FL 34946 p. (688) SHALLOW f, (772) 489-2168 www.mbcboats.com ENGINEER/APPLICANT_ _ ... SCOTT B, McGUIRE, PE, FL. REG. 39673 KNIGHT, McGUIRE & ASSOCIATES, INC. 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 (772) 569-5505 civil@knightmcguire.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/TOWN/RANGE ............................ 31/34SI40E LIMITS OF U77LMIES DOMESTIC METER AUTHORITY INSTALL417ON .. ;. L I +: A I 3S"� RESILENT SEAT w MIN, GATE VALVE (VALVE BOX 90 NOT SHOWN! BEND 4 FOR CLARITY) TEE ; + TEE ,' . - , •... . .. ^ 'k :f �+ J .• ` y i A 36" " 7, SIZE SERVICE LEA'G'P'N 3 QOUES C 63 INCHES 4 7CtMESVC 9w 7 lt, ES 6 OOMESPIG 1 106 fNI:HFS FLANGED TO PLAIN' L DOUBLE DETECTOR END SPOOL WITH OS&Y CAT'E VALVE CHECK UNI—FLANGE WAS TER METER OS&Y GATE' VALVE 900 ELBOW @ 90' ELBOW FINISHED GRADE 2" 89 BACKFLOW BELOW PAD GRADE STRAINER PREVENTER ...----. ADJUSTABLE STANDS 90' BEND (TYI SECT70N A -A W NEOPRENE 0 (DOMESTmC SUPPLY PORTION) RUBBER _ LENGI AROUND STANDPIPE S 'E r OS&Y GATE VALVE (TyP.) SIZE a ORE noG 53 INCHES 6 FIRE 00C 69 INCHES a FIRE 0GC 68 fF C.+ES 1G riRC LICK 7f hl`1 Ors FLANOM 70 PLAII END SPOM WT1H UNI-FLANGE FINISHED GRADE 2" 90' FLANGE/--. ,� BELOW PAD GRADE FLANGE ELBOW RESILIENT SEAT GATE VALVE (VALVE BOX SPOOL NOT SHOWN 9C FLANGE/ FLANGE ELBOW FOR CLARITY) SECTION 8-6 LADJUSrABLE STANDS .. (FIRE SERVICE PORIIRN) (TYP,) 24'I..WATER M TR MIN.NOTES.' (NTK) i. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 36" AROUND METER TO ALLOW 4WWENANCE WITHOUT DAMAGE TO PLANTS ETC. 2, NO SOLDER JOINTS, 3, ASSEMBLY TO BE 29" FROM FINISH GRADE TO CNTERUNE OF THE FLANGED 90" BEND. 4. DOMESTIC SERVICE 2" OR !LESS, USE 2" POLY STUBBED 12' ABOVE GRADE. & ALL CONCRETE SHALL HAVE FIBERGLASS MESH REINFORCEMENT WITH (4 RESAR 3- FROM THE OUTER PERIMETER Ebe WATER METERlaACKFLOW PREVENTER RA1Et R f MA.' WA'SFN NIAS( )YA1 H 'f<<, Fi: ":A4DiG � OESlGN£0: Ct7RtPURR FlGC FT. PIERCE URU11E5 AUMORITY Maverick Beat Company Proposed Boat Manufacturing Facility FQRT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION �/�JTES 1. ALL CONSTRUCTION MATERIAL, INSTAUA77ON AND TESTING SHALL. CONFORM TO : THE STANDARD SPECIFICA7ONS OF THE FORT PIERCE UTILITIES AUTHORITY: 2. PRATER MAINS ESSURE CLASSERE 150,SORCIFIED AS (18). TER MAINS WHERE YVINYL CHLORIDE SPECITEA AS POLYSHALL ETHYLENE L NE E) SHALO AWWA L CONFORMOR ER AWWA C-901 OR C-906, STANDARD CODE DESION477ON PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 17 FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES. 3. WATER MAIN, WHERE SPECIFIED AS DOCT7LE IRON PIPE , SHALL CONFORM TO ANSt11AWWA C15I/A21�5.1 AND SHALL BE PRESSURE CLASS 25O (MINIMUM): 4. POLYVINYL CHLaRIDE WATER MAIN SHALL. BE BLUE IN COLOR OR. WHITE IN COLOR WITH BLUE STRIPES. THE USE OF IDENRF1CA7"ION 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 THNN WIRE. 5. FITTINGS SMALL BE DUCTILE IRON CONFORMING TO ANS1/AWWA G-110/A21IIG CLASS 250 MIN., CEMENT LINED AND FACTORY COATED 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509. 7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS, THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY, COUNTY, FDOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BF LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 8, NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT' PRIOR APPROVAL OF THE FPUA ENGINEER AND CITY/COUNTYfFDOT ENGINEER;. 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 YOURS PRIOR T6 COMMENCING CONSTRUCTION. 10, A PRE -CONSTRUCTION .CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR,. FPUA, AND 017Y/ COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION; 11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF T'RANSPOR'TA17ON STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM .COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE U17VIIES ENGINEER AND CITY/..... COUN FUOT ENGINEER, PIPES WITH COVER LESS THAN 30 INCHES SHALL. BE CONSTRUCTED OF DUC17LE IRON OR IN C CASING. 13. DISTURBED AREAS SMALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14. EXISTING U771JIIES AND DRAINAGE SHALL BE FIELD VERIFIED 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 C-651 FOR 01SINFECTION, 16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING U77LMES.AND DRAINAGE, 17, THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORM477ON TO THE ENGINEER INCLUDING LOCATIONS OF VALVES FITTINGS. SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT; AS RMUiRED BY THE UTILITIES ENGINEER. 18. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE LML/flES AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MUL77 STRANDED WIRE (BLUE IN COLOR) AND iDENTIFC477ON TAPE WITH WATER MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPEGTFICATTONS 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE' VALVES, AS SHOWN, FOR TESTING. FOLLOWING M77NO AND STERILIZATION OF WATER LINE CONTRACTOR SHALL PLACE A BRASS PLUG" IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT) AND FPUA REQUIREMENTS. 22, ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSL TESTING METHODS SHALL, CONFORM TO AWWA C-600, — 2 HR MINIMUM TEST APT T%2 L= 148,000 L- LEAKAGE IN CPH S= LENGTH OF PIPE IN FEET D— PIPE DIAMETER IN INCHES P= TESTING PRESSURE IN PSI 21 PRIOR TO ANY TES77NG, ALL MAINS 6* IN Dk 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 45X 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 SWABBED AND FLUSHEO.. 24, A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE MAINNTAINW BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VER77M SEPARATION IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES 7F 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 STRUCTURE. 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 POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING, SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VER77M CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM ORAIN PIPE, A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FELT OF THE CROSSING. 26, CONTRACTOR SHALL COMPLY W FLORIDA TRENCH SAFETY ACT REQUIREMENTS. Master Utility Services Plan T -DATE N DATE: PROJECT N FED 09 Z�18 TSH ETA Scott B, McGuire, P.E. David S, K ni1�­hT, RE, C H. Rt e No; 39571 FL Ree No. 41060 ✓✓✓ TOP NAIL & DISK STAMPED BM C&T ELEVATION = 21.195 N.G.V,D, 1929 R/'„' N FOUND 4"x4" CM — UNNUMBERED (0.10'W & 0.04'N) FOUND BRASS DISK STAMPED "CHUCK" (1,86-E & 1.67'S) F'R6PCSED 26' WCE _ A5PHAi_.. ACCESS AND DRIVr- 5 LOADING ZONES 0 12'x55' = 60'x55' WITH7CONC4 PAP AND �j I 60'x40' COVERED SLAB - METAL ROOF TO BE COMPACTOR, DUMPSTER. ETC.—'JAF.4 PHASE I -SO X I25' (ICi6,25C) SF) NLTPACTURING BUILDING 1,3,t, S C> REMOVED DURING PHASE 1 A 'EA -ry\ F.F. ELEV = 22.0 V0 __.., ,ns== I - £2L5iN YANK & TANKER — ACCESS" DRIVE 30'.A 850 (25,5W'$,I"1 COVEMtL EI It'RiCSE kt' r d: PHASE: 26 N10a TwG WAY-- (?{I sf co ID,tI AWN'. BLDC EMPLOYEE.Lr o , ;. Nv ACCESS t � cL 2 0 N tRRtA D � ...._... f €, AifA9(N6h'r°+i'ICaPI BLJILDINO 4 FILL EXISTING LAKE 1D0X10C -S.0C 5F (APPROX. 4200 SF �€ WATER LEVEL) PROPOSED 70P EXPANDED ACCESS,-- , t OR FUTURE PARKING O O � O � .;`' PROPOSED EDGE '��OF BANK. terl OF WATER a ' EXISTING EDGE ` a OF WATER a o t 9 f Z 'EXPANDED ACCESS e FO€? rUTIURE PARKING-_'" PHASE IV 200' Y 150' EXISTING EDGE PROPOSED TOP EA€K €�:G 1t�,- OF BANK�X [3 AtdK. 30,000 ;;. T OF WATER \ FUTURE (PHASE IV) WELDING SHOP WIELDING SHOP 200'X150' = 30,00 SF 9s , '..'. _ F.F. ELEV - 22,4 NAVD NA SHELL COMPACTED TO X 98%GW IDENsnY (AASHTO T-18) 12- STABILIZED SUBGRADE (LBR 40) SET } (98% COMPACTION AASHTO T-180)TABILIZE W/ ROCK OR SHE(NO / LIME SLUDGE OR CLAYEY SANDS) 1� k . I',.4tsti1l t},68 �aL. ,,�• q FILL COMPACTED TO-"""- 98% MAX. DENSITY Lake TYPICAL ASPHALTIC CONCF j I N.T,S. MIN. 21.5 GRADE AROUND c�ENTIRE PROPERTY. " SET 5/6" IR&C STAMPED LB 4286 TOP _. �- — PROPOSED FOUND 4"x4" CM " — OF BANK. _ UNNUMBERED .. (0.08'W & 0.67N) Flit Qg DIRT ROAD' N80648'12 W _ �, 133u$;9V p gad Wer, FOUND 4`x4" CM — UNNUMBERED (0.37'W & OJ4'N) SITE DATA OWNER .:..... ............. ..._",......,MAVERICK BOAT COMPANY 3207 INDUSTRIAL 29th STREET FORT PIERCE, FL 34946 p. (888) SHALLOW f, (772) 489-2168 www.mboboats.com ENGINEERIAPPLICANT .................. .... SCO'TT B. MCGUIRE, PE, FL, REG. 39573 KNIGHT, McGUIRE & ASSOCIATES, INC. 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 (772) 569-5505 Civil.@knightmcguilre. 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 LUCRE BLVD LEGAL DESCRIPTION ........................ THE NORTHWEST I�, OF THE NORTHEAST � OF SECTION $1, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE NORTH 98 FEET LYING IN ST, LUCRE COUNTY, FLORIDA. PARCEL ID NO ........................... 1431-120-0000-000-6 SECITOWN/RANGE ........................... 31/34S/40E PARCEL ID NO ............................. 1431-120-0000-000-6 SEC/TOWN/RANGE ........................... 31/34S/40E SITE AREA....... ........ 37188 ACHES (PER R/W CONVEYANCE) 36.33 ACRES (POST R/W CONVEYANCE & CURRENT'), AVG NATURAL ELEV OF SITE ................. 2`1.5±± LAKE AREA....,., ................. 9168 ACRES ±± WATER TABLE ELEV....................... „ 15±t LAKE T.O.B. ELEV......................... 21±± LAKE CAPACITY..,....,. 45 AC -FT' PROPOSED FINISH FLOOR..,,......:.,..,..,. 22.0 PROPOSED PARKING ELEV....................1 20f,5±± TO 21,5±± FLOOD ZONE..... ................. X, PER MAP 12111CO176 J, DATED FEBRUARY 16, 2012. PLAN VIEW ISECTION TYPE 'C' INLET DETAIL N. I',S. 6- THICK 3000 PSI (MIN) CONCRETE W 6XII 10/10 WWM & FIBER REINFORCEMENT .. & MIN, *Ir p vt A0E (LHP 40) I"% •• COMPACTON W 4 Ct 1rY»AR 5TAa€UZE W/ ROCK OR aHWL W V ORGANICS OR,. C4,YEY SMDS) MIXED :.n ,x 6nUU MXTUR6 -( tt II. CC}A•RACFEO TO $6% MAX. OENi TYPICAL CONCRETE PAVING SECTION N,T S. DATE r ) DATE: PROJEC I NO, DESIGNED SBM KNIGHT, McGUIRE ASSOC,IATES, INC. �y 15--D48 �� A� �,� ,..:. r� Maverick �(�� Company SHEET DRAWN PMP/CRw {; CONSULTING ENGINEERS AND PLANNERS � � Master CHECKED SBM " ? 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 � �ciSt�1" Drainage P1�T►. � (» '. 77� 569.95gS �� „v, fz .. c{'uire.eom Proposed Boat Manufacturing Facility REVISED TYPICAL LAKE SECTION TO SHOW MIN, 21.5 ELEVATION AROUND PROPERTY 5/1/17 CW SCALE i" = 100' = -., ( t . ' E, ! 2) T,AX, (772) 56. 145_ $, MAII„ (. t Nk'._ Kiiiglit1M r s Scott & NIJ wire, P.E. Dab`0 S. K11i"I1I, RE . MARK REVISION DATE BY DATE Ot-27-2017 g ("};RTIFT{'1lIF (7h` ATITTT)tcll.l't'Ttl W '9{L'MIit:R • gU(106:�TS T°'l. kea 24c . 31}j73 1'I, EZ.cg vra 11CitQ +25'-6" T.O. E— AVER NORTH ELEVATION SCALE. 1132" = 11 Ott o o0 I T.O. EAVE +_a,..__o" - Tom- {7. SLAB WEST ELEVATION SCALE: 1132" = 1t-0" +28'-0" T.O. EAVE - Y $E � `A 1111= E EAST ELE SCALE: 1132" = 1'-0" VATI ON OL +38'- 5" -- T.O. SAVE oL+a'-0" "T.O. SLAB ��1 (� t 3 l�J �7 I g9� (1�J (11 12 �3 14 15 16 17 18 19 2p 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 �-/ � / SOUTH ELEVATION SCALE: 1/32" = 11-0" _ 03 �JJ L"� 1 p 8 12 13 14 15 16 17 18 19 2Ci 21 22 23 24 25 26 t 27 28 29 3 31 32 33 44 3 ) I FORK LIFT AREA ASSEMBLY gg J FLOOR PLAN SCALE: 1132" = V-0" +38'-5" _ T O. VE +28'-O" EA -YE T.O. SLAB M F cv a O v Z - w r W) O W h W 4 U. O CO Y ,y v� w ��"7yr4 f— N ..iye G D J L^ �..� O ~ (` d V z w I d w Lu Pw � w a.. s W �- WUJI ~ °` X n w w to cL ¢ m Z © I- U W .J c W Nt ► i O o? � CL' ...I V V° tV LL z'..� n-- a<Q 0 C� "Q LLI a. Z <C w _ O IL h• L!. p � N M 1 REVISION. PRELIMINARY ELEVATIONS AND FLOOR PLAN PROJECT NO: 17-A1008 DRAWN PY: MP/DV DATE: 03-08-2017 SHEET: PH-1 DESCRIPTION: PHASE{ PLAN & ELEVS. WEST ELEVATION SCALE: 1/32" = 1'-0" t E i �+25'—_6"�___�_� j — T.O. EAVE - +2E T.O. EAVE �,+0'-O" - -� T.O. SLAB SCALE: 1/32" = 1'-0" +2E3'_-�0_"_ T.O. EAVE "� - FLOOR PLAN SCALE: 1/32" = 1'-0" E s E EA.S_T_ ELEVATION SCALE: 1/32" = 1'-0" _ oL+38'--5" T.O. EAVE Fo,-0„ T�. .Z L 00 — L ..,.E — ic u VJ LULL h (G a h �I-o z - � LL C) x 0 c z d u ceS a _ a z c LL Q c� _0 06 I� u, a uj LU > x 3 I.- �w V F- LL 0 � LU c w C Q it. � a 0 Z C1 � J C3 c W w (L t- m ©< (D Q) I- U Z " !- -W, »- p Q R� wit co �OCcOf CL^ Z I d y _t L_ d r` r� z Q rrrrr�r REIRSION: PRELIMINARY ELEVATION$ AND FLOOR PLAN PROJECT NO* 17•AIOC ORA" BY: MPID DATE: 04-12-201 SHEET: ..+ 1 Hm2 DESCRIPTION;. PHASE 2 �45TINCA TP,�� PA"A OAK rnF�5 TO r F PFMOVFP �XI5TIN6 TRFF C&CUKATION5 1 -1211OAK fr3H OF FXI5TING TPFF512' DDH & OVEP TO �S PEMOVFP - 48'' 2 - 1811 OAK5 Df H OF FX15fING TPFF5 TO r>5 pp�55pV�G: 550" NO MITIGATION PEQUIPSP 48 '' MH OAK5 TO 3F PEMOVFP f0fAL D3H OF PPF5FPVEP TPFE5 EXCEFD5 TOTAL Df3N OF PEMOVFP TP.FP5 OAK ���5 TO ( F pFF5�py�r PMKIN6 AMA TM, P�QUIPFMFNT5 582 L F, APOUNP VUA 2V� 6Y 30 -19 TPFF5 PFOUIpFn - 1211 09 ALL TlFc5 9WVIM19 1 - 1411OAK 2 -18" OAK 1611 OAK 36 e INbICATF5 �XI5TING OAK Tp�� TO �f pp�S�pV�b 5 - 201[ OAK 11 12„ ALL LANP5CAPF MATFQn TO 3F FLA, # I OF 3FTV, 3ANIA 50P A5 PE URF-P MALAL%CA OP E CALYPTU5 MULCH (NO CYPPF55) A5 PFQURP P TO 3" TNICKNF55 MINIMUM IN ALL PLANT I fP5 FULLY AUfOMATI IP 16ATON SYSTEM TO PPOVM 1007 COVF�F IN 15 MPH WINP ALL PPOHIpItP E0I 5 5NALL 3F PFMOVFP FPOM SITE PPIOP TO 155UANCE OF CFPTIFICATF OF OCCUPANCY (INCL MNG AL ' FLFPPC' LISTEb 5PF01 5) 8 ' "� OAK INV ICAI 5 0A1\ I r rr, I O Pr K\ ,NIOV �V CONC. HEADWALL 3-�611OAK -- --- 550" b3H OAK5 TO 3� PPF5FPVFP SITE DATA: PARCEL SIZE 36.33 AC. W/O DED. ZONING: IL (INDUSTRIAL, LIGHT) EXISTING LAND USE: IND FUTURE LAND USE: IND (INDUSTRIAL) \ R/W LINE PROPOSED USE: BOAT MANUFACTURING - _._. PALM PLANTING f7FTAIL aBad ASPHALT ACCESS AND E DRAINAGE ELEMENTS TO BE DETERMINED - LOADING DOCKS- EX15f1NG NATIVE VEGETATION N LANP5CAFE 15UFFSP 4 I�r 50' APEA5 MAY r3E U5SD FOP CPEDIf AGAINST PPOP05ED PLANfING5 fIVE 60'x4O' COVERED SLA COMPACTOR, DUMPSTER,TIC. TA TANKER AC CALL 48 HOURS BEFORE YOU DIG IN FLORIDA CALL TOLL FREE 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL CENTER ka OF FLORIDA, INC. ADJACENT PROPERTY OWNER: ASHLY ENTERPRISES EXISTING USE: TYPE 4100 UNDISCOVERED ZONING: IL LANP5CAPING FOP THI5 FFPvUFTFy 5HA.L C3 PONE Af fft OF PEPMIfTI 50- M r1 N FOP TH15 AZEA o 10- EXISTING VECEfAfION MAY 5FPVF A5 0 LANDSCAPE 3UFFFP z I 6' HIGH CHAIN LINK FENCE 1.4' WEST OF PROPERTY LINE ADJACENT PROPERTY OWNER: RE -BUS, LLC EXISTING USE: TYPE 4600 HEAVY EQUIPMENT SRVC ZONING: IL II SET 5/8" IR&C STAMPED LB 4286 FOUND 4' x4" CM UNNUMBERED (0.08'W & 0.67'N) aX<< `aaa NOTE: WNFPF EXISTING VEGETATION DOE5 NOT 3UFFEP VIEW FPOM OFF-5ITE (ALONG 5f.LUCIE (3LVD), HEDGE MATFFAL AT 2' 0,E & TPFF5 AT 30' O.C, PEP 5LC 5FFC5 SHALL 3F ADDFD IF FX611NG VEGETATION 3UFFEP5 VIEW FPOM OIFT-9 F WHFPF PLANT MATT PIAL5 Xr' PPOPO5ED THEN TNF EX611% VFGFTAf10N MAY 3F U5FD FOP CPEDIf, F.P.F.W.C.D. CANAL No. 2 11EDGE OF WATER --Fn—rFnF WATF"__=uqT_ C 1 1 '1.1 . RIGHT-. �F-WAY� r• . ' a4 • n Ems. 4 IO !S nw.ss 175' RECEIVING AREA 1 F�ANT & MAT QQ& 5CH�Pl rF10u6HT KEY QUAN, 130TAN04, NAME COMMON NAW 51Z� (H', x 5p1?J CON1'AMF CF 560 Y VFPY CONOCAPPLI5 FPECTU5 GPFFN f VfONW00P 427 @ 24'' x 181'133 @ 48116611 #3, #Y F5 04 Y MOD. FOPE5TEPIA 5F6PSGATA FLOOPA PPIVEf 48'' X 561, #7 C 5 Y MOD, LFX CA551NE PMOON HOLLY 2-14' x 5', 2-112'' D13H 13 & C� MF 155 Y MOP. MWCIANTHE5 P,116PAN5 51MP50N 5fOppEP 4811 x 36" #Y OL 13 Y VFPY QIJWCU5 LAUPIFOLIA LAUP IL OAK 12-14' x 51, 2'' -I/ 2193H 6 & 3 QV 24 Y VEPY QUFPCU5VIP6INIANA LIVE OAK 12-I4' x 51, 2''-1/ 2 P6H D & 3 5M 21 Y VFPY 5WIEI%A MMH 60 I MAHOGANY 12-14' x 5', 2''-1 2 D13H 3 & 13 5P 6 Y VFPY 5A3& `ALMFfTO 5VAL PALM (10' C,T MIN) fN15 LANDSCAPE PLAN MFET5 FDOT SIGHT 25fANCF ANP CLEAP, ZONE PE0IPSMFNT5 ALL 3AGX� OWFFEV%TFPI5 ANC GPOUNP MOUNTFP MECHANICAL EQUIPMENT 24' INV ELEV - 17.82' fQ r3F 5CPEENED WITH 5HPU[35 CALCULATED POSITION BASED ON F.D.O.T. R/W MAP SECTION No. 9460-150 TOWNSHIP 34 sou NORTH UNE SECTION 31, 36' TO 24' (PLAT BOOK 21, PAGE 14) rH, RANGE 40 EAST INV ELEV = 19.91' — — — — fZW LINE — — — — — — — — s 30 29 _ r 1334.00' _ R/W LINE 31 32 BSTZ r �• his —�— — - — — — — 12 a 6" SIGN-T 14" `,Pi INV ELEV = 16.69' CE PREVENTER-- ---_3' _P _o____ H _ __ u _ R/W LINE 24" 50 DEDICATION SOD 1215TUPr3Eb APFAS p ° °"�" .. IR ,. TP 24 6' CHAT 24" — — -- (0.6- WEST) 25' LANDSCAPE BUFFER Qv ASPHALT ACCESS AND DRIVE 5o17 U15111PI3FU A?FAS SWALE 2 QJ 145 2x24" EXISTING VFCFTATION 5SPVS5 A5 A c� LANP5CAPS ffFFP (5F5 NOTE A30VE) FUTURE EXPANSION " CV CONCRETE STAGING FOUND RR SPIKE 4 75 1 REA UNNUMBERED AT THE INTERSECTION CENTER LINE 134 I 59 ST. LUCIE BLVD. & 4 5 EAST LINE OF THE 26' NORTHEAST 1/4, SECTION 31 850' x 125' (106,250 SF) MANUFACORING BUILDING ° F z o U) xa W a 850' M ss 200' N Meat 850' x 125' (106,250 SF) MANUFACTURING BUILDING M 30'x6O' BUILDING MATH CONC. PAD Q AND METAL ROOF AND NO SIDES """ STAGING `v 22.2' pen MH 2� AREA � 22.9' H H.3E M OF SLAB 30' x 750' (22,500 SF) COVERED MULTI -PURPOSE FX15f NG NATVE VEGETATION N LANI25CAPE n ELEVATION APEA5 MAY 9 U5SD FOP CPEDIT AGAINST R, DM BLDG 07 PLAr a 5 c P OPOSED P RKINGJA 100' 100' 0 0 3El iE] 3E1 10 EE MH33 % z 2 1 SF2 —SM5M N 200 SPA E� /,___r__—�_____r __ I _ 5M - + + + —+- existing lake li 6' HIGH CHAIN LINK FENCE ____ TOP -of -BERM �existing� lake EDGE of-W TER + + proposed lake i + prop'cSed lak+ + + �` TOP -of -BERM EAST LINE OF THE WEST 1/2, n n n n U + EDG-of-WWWVER + + + OF THE NORTHEAST 1/4, OF SECTION 31 + + 11 SK511NG VECETATION 5FpV�5 A5 A In n n In + + + + + + A LANI25CAPE r3UFFSP + + + + + + + FXI5TIN6 VFCETATION 5EPVE5 A5 A LANDSCAPE 13UFFEP ;� + + + + + + + OCCUPIED WELDING SHOP + + + + + + + + I TAX ID# 1431-112-0001-000/8 I + + + + + + + +` I00 200 x 150 30,000 SF _--r -� + + + + + + + + N + + + + + + + + + + + ` + + + + + + + + + + + + + + . --'. + + . + + -I- + + + + + + + + + + 1 I I ;STATION 5EPVF5 A5 A %FFEP APPROXIMATE TOP OF BANK MONITORING WELL (TYP) -T + + + + + + + + + + + + + + + + + i I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LAK+F + + +��\+P�+ + + + + A+ROXIMOE EDG+ + + + + + + + + + ` pE LAKECAL ILTTOM N + OF WATER + + + + + + + + + + + + + + + + + �If+ + t + + + N + + + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + + OF LA 4 BOTTOM + + + + + +. + + + + OF IC ELEV ON + + + + + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + 6' HIIGH CHAAIJN LINK FENCE -� + + + + + MEANIE FTROPERT� LINE + + + + + + + + - {-'--- -__ _ - ----------------------------------- FXI5TI% VECETAf1ON 5EPVF5 AS A T---- LANDSCAPE 3UFFFP IRRIGATION VALVE I -T� DIRT ROAD N89'48'12'w CENTER_ROA—� 1333.99' a _ (60' R/W) n 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 — — — V — — 1 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 E Cf20NIC 5F& AFNXEP 3Y AV1 OP 5 4.2017 b*'E FCV1510n J.020� 31�,201� ITS 4,2Y,201Y 5 A,2017 i o • Jam- J I v z Q O ,L o z � � O 0 zz 0 E_ Q VATS: 2 28 2011 17RAWN WAF CNECK�P7 5c&, I" - 100' FFOJECT N0 I7 - 011 S�rv. OrII:ET LI Of' I Luminaire Schedule Symbol Qty Label Arrangement Total Lam L lirnen Description Lum. Watts Lumens/Lamp ED-Q 5 2E3 BACK -BACK N.A. 0.900 GARDCO 2 ECF-3-215LA-641 A -NW 210 N.A. -E] 4 E5 SINGLE N.A. 0.900 GARDCO ECF-5-215LA-641A-NW 210.3 N.A. 5 E2 SINGLE N.A. 0.900 GARDCO ECF-2-215LA-641A-NW 210.7 N.A. I E4 SINGLE N.A. 0.900 GARDCO ECF-4-215LA-641A-NW 211.9 N.A. A 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. THE DRWMNGS / PROPERTY OF TF DESIGNED SBM PR FO DWI ARE MADE 5 EX DRAWN PIMP NOT. COPY oft t OTHER PPMEEM. CHECKED SBM WRRPF]nTEN nED�AA T DRC COMMENTS 4 24 17 SCALE AS NOTED THEAINORM R® U UIIPROSMUTED MARK REVISION DATE BY DATE 03-15-17 M THE OOPYRIG E IER THE ICH THEY ECUTFD OR SE FOR IS EW ;T WITH SE WLL PURSUANT +r LAWS. GENERAL NOTE I. 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. KNIGHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS SO ROYAL PAI,M POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.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 - PRODUCTS 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 MATH 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. WIRING 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 ELECTRICAL INSTALLATION 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 WIRES, 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 THRU 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 I I CONCRETE POLE I' UJ I 3/4" CONDUIT CAST IN POLE I z l z 0 .I o 3"X5" HAND HOLE W/ L I WATERPROOF COVER. N 1 FINISH GRADE JUNCTION BOX BROOKS PRODUCTS 1. BRANCH CONDUIT INTO JUNCTION BOX 0 5/8"X8' CU GRD. RD. NOTE: 1. POLE SUPPLIER SHALL CERTIFY THAT POLE AND 2. USE EPDXY SPLICES FOR SPLICING CONDUCTORS FIXTURE MEETS CURRENT WIND LOAD CRITERIA AND IN JUNCTION BOX. MALL PROVIDE SIGNED & SEALED CALCULATIONS BY A REGISTERED FLORIDA ENGINEER 3. 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DATE: DATE: PROJECT NO. CONSULTING ENGINEERS AND PLANNERS PROPOSED BOAT MANUFACTURING 15-048 x 80 ROYAL PALM pOINTE, SUITE 401 VERO BEACH, FL 32960 (AIRPORT PARK of COMMERCE) SITE PHOTOMETRIC PLAN SHEET )NE: (772) 569.5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 th s FOUND RR SPIKE UNNUMBERED AT THE OI INTERSECTION CENTER LINE ST. LUCIE BLVD. & A WEST LINE OF THE NORTHEAST 1/4, SECTION 31 CALCULATED POSITION BASED ON \a TOP OF GRATE ELEV = 12.13' 24' INV ELEV = 17.82' F.D.O.1 R/W MAP SECTION No. 9460-150 r� INV ELEV EAST & WEST - 16.75' (PLAT BOOK 21, PACE 14) i INV ELEV = 12,84' -0' - nON NOROOWTH NSHIP CONC. HEADWALL (TYP) I I INV ELEV = 16,50' 34NE SOUTH � - — INV .ELEV - 12.58' INV ELEV = 17.11' RANGE 40 EAST 25 INV ELEV ffi 15.55' `� � _ _ �0 if1',`A en. ryb INV ELEV = 16.73 p9 F.P.F.W.C.D. W CANAL P o. O - — 26,\a ^R'lX A'&) _ o ) IN. — 36 — hTC. o°r ♦9 -� _ — — W EDGE OF ST LUCIE BLVD. COUNTY ROAD 60i pl .., a re,.s n • :. ELEV+ .8 , r.} r¢ ,..,.. _,. ..za.... ..a.k... r, ,.. .., .., ,�.. :. .: .. .:, ,, .,,:•.NO ry•.`' x`°16., °!L° 1616°--- 4„ ,mvc-- R/W LINE rBENCHMARK 7 '�'�9--'� �'��� s---s- 2 24 TOP NAIL &DISK s-9 STAMPED BM C&T 2x2 d 2x18" ro` 00° XI' oe y o0 24" e o ry X 24" a1 X x rye. 09 °• x x �� X ory ELEVATION = 21.195 N.G.V.D.1929 ,° ry x 2A ry°' 'g 3s S89'51'31"E 24„ 6 ry. $_; X � 24" ," 1334,00 ry ry 99 8 6 2x20" 36' FOUND 4"x4" CM 36 )f1 2x24" UNNUMBERED (0.10'W & 0.04'N) SET 5/8" IR&C FOUND BRASS DISK STAMPED LB 4286 STAMPED "CHUCK" 1ry0 (1.86'E & 1.67'S) 0 �o� o� a OCCUPIED XL° TAX ID# 1431-211-0000-000/5 >e4 h XV IA o r Ito° WEST LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4,�, ya OF SECTION 31 6' HIGH CHAIN LINK FENCE 1.4' WEST OF PROPERTY LINE e ry Xv, OCCUPIED 1p TAX ID# 1431-213-0001-000/8 ry`' X a° �x xryry FOUND 5/8" IR&C STAMPED LB 4286 10a FOUND 4"x4" CM UNNUMBERED (0.08'W & 0.67'N) GRAPHIC SCALE a FOUND 5/8" IR&C ( IN FEET ) STAMPED LB 4286 1 inch = 100 ft. FOUND 1" IP CALCULATED POSITION BASED ON 36" TO 4= UNNUMBERED F.O.O.T. R/W MAP SECTION No. 9460-150 (PLAT BOOK 21, PAGE 14) NV ELEV 19,91' + R/W LINE (0.58'E &�1.53'S) XA'ti0 c ,G — — ry — — — ° — ' R/W LINE X ah 1334.00 ry X — — — — )<y'1 — — — J ►� f' X 43 1 32 IR&C = P&C = Iron Rod with Plastic Cap F•P•F.W.C.D, Iron Pipe and Cap = Fort Pierce Farms Water Control District o �e N.A.V.D. = North American Vertical Datum s _,.:. � ......B...s...r..........,." u IP =Iron Pipe N.G.V.D. = National Geodetic Vertical Datum CM = Concrete Monument F.D.O.T. =Florida Department of Transportation —INV ELEV = lsss' o N * yf;.0 Mt OHU =Over (P) = Head Utility As shown on recorded CMP = Corrugated Metal Pipe - _y-'k-­9- �� �� s-s R LINE (D) = plat. Deed RCP = Reinforced Concrete Pipe 114 c 50' ADDITIONAL RIGHT-OF-WAY 3265, PAGE 1974 y .�. YR� BACKFLOW ��, ,g��gw"' gOWEIR tl• "PREVENTS +T";r, �' (C) =Calculates by Field Measurement f -= Plus Or Minus X� (TY R/W =Right of Way = pine Tree (size in Inches) h5 Ny 6' CHAIN LINK FENCE (0.6' WEST) LS = Land Surveyor = Palm Tree ry^. ry� � LB = License Business - Oak Tree X4 R EL SET 5/8" IR&C TOP of GRATE ELEV = 21.03' P.L.S. = Professional Land Surveyor 4( = Flood Light tE FOUND RR SPIKE I STAMPED LB 4286 INV ELEV UNNUMBERED AT THE f = Wood Pole = Valve y ,ry ,p try a X INTERSECTION CENTER LINE ( = L Concrete Pole —v-= Sign `m bu ST. LUCIE BLVD. & 1 = TYP. = Anchor and Guy Wire Typical ® = Water Meter 0 EAST LINE OF THE q-��> c NORTHEAST 1/4, SECTION 31 P.B. = Plat Book �qy = Fire Hydrant o z aw PG. =Page —x= Fence Line g O I I O.R.B. = Official Records Book - h` N Xy R No. = Number WM = Water Main w ¢ = Center Line SAN = Sanitary d9 I I I P B= Point of Beginning = Well m Xti 30'x60' BUILDING WITH CONC. PAD ^ POC = Point of Commencement FFE = Finished Floor Elevation AND METAL ROOF AND NO SIDES' 22.2 ° y TOB =Top of Bank 10" ' • CONC. = Concrete S = Palm Tree With Size - ELEV = EI t' W eva on BLVD. = Boulevard 18 Xu 22.9' INV = Invert Oak Tree With Size ' ^�o o°j° TOP OF :SLAB `��°�' 4 = Included Angle X7,' X3' ELEVATION = 22.91' ,V R = Radius Length 2x18" " 0 p rys Jo Xv°90 >h°' `� y9 �° L =Arc Length =oak Tree with Double Trunk 'PXry^oy s7b Xyryvb® rp Kry a N16P40 X XL° ;'�----�----------- - )(1'°�S ^04 s•*, r APPROXIMATE o6' HIGH CHAIN LINK FENCE TOP OF BANK � APPROXIMATE EDGE ry Xy.g OF WATER EAST LINE OF THE NORTHWEST 1/4, ,p ry„ OF THE NORTHEAST 1/4, x,,°' OF SECTION 31 ry ,°ry JJJJJ \1\ ° NOTES ry 0 OCCUPIED X•, °ry , , 1e• ,\ ryry ` I 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida TAX ID# 1431-112-0001-000/8 Licensed Surveyor and Mapper. 6� x7'• .ga \1 b2, Xti^•'s 6s Xry,° Xyyoa XvoAry^° °'1 yry LAKE Xv° N x APPROXIMATE EDGE TYPICAL BOTTOM 1 APPROXIMATE ! OF WATER OF LAKE ELEVATION TOP OF BANK ice' I I 1 ry0 ^q�' I I F,M X/a 1 P° i xTYPICAL BOTTOM � OF LAKE ELEVATION 6' HIGH CHAIN LINK FENCE - °� MEANDERS PROPERTY LINE ^ ry MONITORING o99y_,-'-- kg� WELL (TYP) 6 _ yoy h- ----- ------ 11E T------ yo „ 9ry O X•g XN e'bpX ° 19' 141 pb�6X`90 O� .09 ^�0 °0 ��'��' .�9 J�°• DIRT ROAD >0- N89 48127i�1 CENTER ROAD °`'� $ 1333.99' o x ,9>t— (60' R/W) —9yo\ \ C� X N°rye ,o"° xj `rye \ XIP' SOUTH LINE OF THE NORTHWEST 1/4, OF THE NORTHEAST 1A OF SECTION 31 ry x°0 r � /% THOMAS Pr'-RIERKA SIGNATURE DATE PROFESS1ONN,'-SdkVEVuR & MiRPER FLORIDA CEROFICATE.NO: 6199•; UNOCCUPIED TAX ID# 1431-120-0000-000/6 a 9 OCCUPIED TAX ID# 1431-130-0000-010/0 16-1 FIELD BK./PG. OCCUPIED TAX ID# 1431-112-0001-000/8 CULPEPPER & TERPENING, INC CONSULTING ENGINEERS ( LAND SURVEYORS 2980 SOUTH 25tb STREET e FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 . FAX 772-464-9497 a w vxt-eng.com 151 SW FLAGLER AVENUE e STUART, FLORIDA 34994 PHONE 772-220-3376 a FAX 772-464-9497 a w .ct-eng•com SPATE OF FLORIDA CERTIFICATION No. LB 4286. x ao I I I 2) Descriptions shown hereon provided by the client and/or their agent. ® 3) Underground utilities, foundations and improvements were not located as part of this survey. ® 4) Overall parcel contains 36.319 acres, more or less, fA °ry ho A 5) The last date of field work was January 24, 2017, XY ry 6) The bearings shown hereon are based on the North American Datum of 1983 (1999 adjustment) wry' a Florida East Coast State Plane Coordinate System. The East line of the Northwest 1/4 of the ,ryI� Northeast 1/4 of Section 31, as monumented, shown hereon, is assumed to bear South 00'08'41" X� C111 West and all bearings are relative thereto. 6b AQ 7) Said described property is located within an area having a Flood Zone Designation "X" areas xryv� Xry° ryry. �M determined to be outside 500 year flood plain, by the Federal Emergency Management Agency X<1 (F,E.M.A.), on Flood Insurance Rate Maps No. 12111CO176 J having a date of identification of February ° 16 2012, St. Lucie County, Florida, which is the current Flood Insurance Rate Map for the community ryNx I I in which said premises is located. No additional search of the public records has been performed. wry, I There may be additional map amendments affecting this property. 8) Wetlands may exist on this property, but were, not located as a part of this survey. 9) Elevations shown hereon are based on a concrete monument stamped "Z 230 '1965" with a 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. 9^ 10) Additions or deletions to survey maps or reports by other than the signing party or parties is w e� XrA' prohibited without written consent of the signing party or parties. 11) All measurements are in accordance with the United States standard, in feet. 12) The expected use of this survey is for topographic design. 13) Old Republic National Title Insurance Company Policy Number OF6-8456604 dated April 06, 2017 ry` X 0 12:10 PM, was incorporated into this survey. �a IRRIGATION. VALVE 4 A oi xM.o ryo. X,IO• q / FOUND 4"x4" CM UNNUMBERED FOUND AXLE �p (0.3TW & 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 40 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 1974: R E V I S 1 0 N S BY DATE BY DATE BOUNDARY TOPOGRAPHIC SURVEY DATE.01-13-2017 FIELD GA 1-13-17 BOUNDARY L TOPOGRAPHIC 11 !i SURVEY HORIZ. SCALE:1"=100' ........................................................ .... .... ............................... ... ... CALCS. PREPARED FOR VERT. SCALE: N/A .. .... .. .. .. ....... ......... ... DRAWN - , .................... ..... .. ...: .......... ...,.... ... ... ...GLM, 1 17 17 DETAILED JOB No. i 6 143 VEIC O INC. REVISED PER ST LUCIE COUNT...... PLAN S!IUMITTAL COMMENTS GLM 4 21-17 CHECKED TPK 4-21-17 JPDATE PREVIOUS BOUNDARY & TOPOGRAPHIC SURVEY, ADDED TREES GLM 1-17-17 APPROVED •TPK 4-21-17 SHEET ', OF a, MAVERICK BOATS LIGHTING FIXTURE SCHEDULE LAMPS TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION VOLTS MOUNTING REMARKS Qry Type Total Wattage A VISIONAIRE BHB-8-SW-256LC-10-4K-UNV-CDM-GY LED BOW HIGH BAY INCL LED 883 277 SURFACE 314" CONDUrr (FBO) MOUNT AE VISIONAIRE BHB-8-SW-256LC-10-4K-UNV-CDM-GY LED BOW HIGH BAY FED FROM 480V INVERTER INCL LED 883 277 SURFACE 3/4" CONDUIT (FBO) MOUNT B H.E. WILLIAMS LT-24-L82/835-AF-DIM-UNV-F358 2X4 LED TROFER INCL LED 65 UNV RECESSED 0-1 OV DIMMING WHERE SHOWN ON PLANS C H.E. WILLIAMS LT-24-L64/835-AF-DIM-UNV-F358 2X4 LED TROFER INCL LED 49 UNV RECESSED 0-1 OV DIMMING WHERE SHOWN ON PLANS D H.E. WILLIAMS LT-24-L40/835-AF-DIM-UNV-F358 2X4 LED TROFER INCL LED 32 UNV RECESSED 0-10V DIMMING WHERE SHOWN ON PLANS EM BEGHELLI PEH-I-AT POLYCARBONATE EMERGENCYWFH AUTO TEST INCL LED UNV WALL USE IN CONDITIONED SPACES ONLY F VISIONAIRE VSC-1-T3-16LC-7-4K-UNV-VvM-XX-EPL LED IP65 WALL MOUNT WITH EMERGENCY BATTERY PACK INCL LED 37 UNV WALL MOUNT OVER MAN DOORS G VISIONAIRE VSC-1-T3-48LC-7-4 K-UNV-WM-XX LED IP65 WALL MOUNT INCL LED 105 UNV WALL MOUNT OVER ROLLUP DOORS H PHILIPS LIGHTOILER C6RN- C6L25835WZ10U-C6RDLCL 6" RECESSED DOWNLIGHT WET RATED INCL LED 21.3 UNV RECESSED X BEGHELLI WLX-SA-LR-1-C NEMA 4X EX!T WITH BATTERY INCL LED UNV CEILING SA PHILIPS GARDCO (2)ECF-S-64L-900-NW-G2-AR-3-UNV-SP2-XX-PTF2-XX / (2@180) LED ECOFORM LUMINAIRES ON DIRECT BURIAL CONCRETE POLE INCL LED 362 UNV POLE /PRECAST SPECIALTIES 32'OA, 25'MH TYPE II CONCRETE POLE SB PHILIPS GARDCO ECF-S-64L-lA-NW-G2-AR-5-UNV-SP2-XX-PTF2-XX / 32'OA, LED ECOFORM LUMINIARE ON DIRECT BURIAL CONCRETE POLE INCL LED 212 UNV POLE /PRECAST SPECALTIES 25'MH TYPE II CONCRETE POLE PHILIPS GARDCO ECF-S-64L-900-NW-G2-AR-2-UNV-SP2-XX-PTF2-XX/ SC /PRECAST SPECIALTIES 320A, 25'MH TYPE II CONCRETE POLE LED ECOFORM LUMINARE ON DIRECT BURIAL CONCRETE POLE INCL LED 181 UNV POLE SO PHILIPS GARDCO ECF-S-64L-900-NW-G2-AR-4-UNV-SP2-XX-PTF2-XX/ LED ECOFORM LUMINARE ON DIRECT BURIAL CONCRETE POLE INCL LED 181 UNV POLE (PRECAST SPECIALTIES 32'OA, 25'MH TYPE II CONCRETE POLE INV PHILIPS CHLORIDE CHT-J-J-14.0-S-0-04X-00-Z-0-Z SINGLE PHASE 277V 14.OKVA INVERTER N/A N/A N/A 277 FLOOR CONNECT 12 TYPE A-EM PER PLAN LIGHTING SCHEDULE NOTES: 1. CONTACT SESCO LIGHTING(JERRY SCHMITZ)@561-906-9146 ORjschmitz@sescolighting.com 2, SPECIFIC LIGHTING FIXTURES, SELECTED BY TYPE, PHOTOMETRIC PERFORMANCE, LIGHTING PATTERN AND LUMEN OUTPUT WERE USED IN THE ILLUMINATION DESIGN TO PRODUCE THE REQUIRED EFFECT 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. 3, NO SUBSFUTIONS ALLOWED. ANY ATTEMPT TO GAIN APPROVAL FOR FIXTURE SUBSTITUTION WILL REQUIRE A PAYMENT OF $750.00 IN ADVANCE TO COVER REVIEW TIME BY SPECIFIER, AND A DETAILED DEDUCTIVE CHANGE ORDER TO THE OWNER. .. 4. ANY LIGHTING CONTROLS REQUIRED ARE TO BE BY SESCO LIGHTING. SUBSTITUTION OF LIGHTING CONTROLS WILL NOT BE REVIEWED NOR ACCEPTED. 5, VE OPTIONS SUBMITTED OTHER THAN THOSE OFFERED BY SESCO LIGHTING WILL NOT BE CONSIDERED, REVIEWED, NOR ACCEPTED. CP-60720 codes and standards application ov • UL 92411saed The Solid smile pulse width modulated (PWM) 'manner offers enhanced mad com ombality. Power Systems construction • Frstanding,NFMA1eMlasure with bckable Feet sman It operates Incandescent fragments and Increases belles ftemencenthighpowerfactormmps., Synthesis CHT Series "et a,ess anal. P fluorescent and high maturity dl,charge(HID) • Double conversion, no lammmuscon. luminaries. /• i4.0 K\f�. Sing!e_Phase: • Said am. lee wmm madNatea meerar. pulse uninterruptible power for POWeI "i:.Jppg Internal, make before break maintenance by-pass. .,he, onoftloneb, o[M1er types of orbital loads _I'lli'iferlU ptlbf • Standard, UL 924 compliant 90 minute battery Commit factory for non -lighting load applications. back up. electronics - input • UL 924 auxlllary equipment 10 and 20 minute back Input power Sector correNnt, to 0.99. tip available, quency range Fre 60Hz.m15Hz. p Microprocessor control and diagnostic system, Input current distortion %THD. • LCD readout system smite panel C62.41 surge suppression UL144 ANSIc surge sym UL194nics ., • Local 25 event /dl la. °�"g -loutEBE electronics - output y. mp o User programmable automatic testing a w ve output • Load-mtegriry testing. Voltage regulamn am � • Fault annunciating audible alarm. FrequeSine regulation - synchronized [o utility,free • Current limiting mrt,a Vence. Ss 4 tong 60 Hz, m0.5%. running 6 UL O • Optional circuit (OCB)and circa[ Output voltage ducorGon maximum 3%THDwith ebrnkelrs breakers with c-p alarm (CCeA) with ('near load. -- --- • OF, onoI he malty off load(NOL) retail ea only Load power factor capablliry 07 lead to 0.7 lag, Specifiers Reference during power orusi normally off lead wish tine delay (TpT) also ova lebl9. Overloadcapability 45%far l0 seconds. --"" MAVERICK BOATS SesmtanchputOfi warrant Y Protect --N ----- --- erry,0e. • 87icers,ughput e(faency®5%emergency, standard ry(requ resipmeno ff¢ory Type 1NV i Sot within 120 clays f shipment) Chloride d rt+ P p 1IN + nv Mode o. cry Ls w, so,4x try Operating temperamre range 32°F (0°C) [0104°F will provide perm and onitelab f thtstR o months following start up of the pmadapoosmid parts Cori INPUT LOAD IS68.2 Nei only for an additional12months.Iffactoryspar[- • F currem, 2kAIC2. outs re 1 of executed within 120 dos of shipment. P 4T r a AMPS, FEED WITH elessg4 • Audiblenoiselessthan 50deat3hon"Ar aParts tyfee 4 90A 1P OCP weighted scale. monthsewilltheda ment. months from the dam of shipment. • Automatic low bate" meage disconnect Extended warranty available: consult. factory for extended warranty and service option. Model Example:CHTGG14.050 CHT d 1 14T.0 04X GGo TS TO Tz T0 TZ Sandist lim agOltw OtioduccYlisibuilly Unih M• B moT'm a M Oev Ckg�tgykg3 9reaMeson tinny NICla N,lyyt,, Ow Noland CHT CM°ride O- Issuesi O 1xei 140 Iter iieOMn a -None 01% Y w 2uslytheiC ffC4AY65 I int yylCAg& IrtheiueHT lent/ I-x77e x-ta Mrs I-vn al% -lode^ 00-Sod wore 1 11-x a ser 4 I is after or L-lxolisr1 t-nmiai r-s0 ma T - Not ax%-x tons H,M,,m .No x-�in0 c-1 Inorannes, 0�-46av r 1x01P7V +l tax- 3oee xnOvnn,te a-x a-Ne Not Lighon, NT 04X-10CB 01 4 D:4 pal wave 02 01 E 5 F e F-6 G-7 mor 110Ca Ha H-6 1-9 01A-1 ocaP 19 1-90 I - In OxA-R OChe K-11 K-It eye IOCOA L-11 L-,x M-15 M N-14 N-1, O-:5 O-1S 10 04-,OOCBP P -ta P-,a Imaslm°m area O-e Q-17 mo: a) si a-ia s-te a_Ir T-xa 2-Nr NOL 2-Net Footnotes O't3r, udymng rem...hoery Pa.eries is A°F (25°Cl. Tnnperawresaeove 8 Fre p0°C) adversely imp¢[ Wicery IHe. - 480 V. ' Soh currant ratio - f0 kAis 8 � 02013 K-1,11siles Philips Ele mama NV. All rights re,erved. Specifications are sublect to ihWBe without notice. CR6on0 03113 �1761" ©lU /a JAN $ 0 2018 I,uGit4 County, Pearr CP-60720 Synthesis (:HT Series 14,0 IJ Single Phase Unmterruptible Fli S Ipp'p ,,stem input/output System 11,H., tics V4 14.0 Input Volt IV): Inner Or -(A) 1201240: 77.0 277, 682 U012s, 88.8 0 39 Ou,pu, Von, Output Olin ' 12W240: 116.7158A 171:5a.4 120,208: 11171671 1201277: 116,71504 OCR Pole Sm., Available Wishner Tip Alarm 20 V hT' AIrm to _ Hea,per— huni 6684 Woifba Fh moo En peB ycahin., 350 0 M Battery y 20 MBattery 2348an 239E 10 Min Barrery 2146 Must, -v Iri Soto/ main no, m exceea,ysmm rating. dimensions system one -line diagram 36.0" 36.0'" 270" Grc 't w- AC Breakan 800 Input P _ L Fuae F vs mart E03.hm) Hardwired Reaifer� Output \' tf 1, circuit DC wreaker Fuae Battery Pack (:nit check list CawIog No: _ _.......-- VA Rating: 14000 Poetry Type: Sealed Lead Calcium Operating Time-90120110 Min. Utility leper 277 .VAC Single Phase Output Circuit Breakers. City:4 ACvpl,s: 277 Amps: 20 Nor,f,Qtlly ON LI NorWWaa,,Ily OFFn Tnp YES„3m NO❑ Ory: AC Volts Amps: ON [I OPEC] YES❑ NO [_1 Cry: AC Villr Amps:__ ON [I OFPQ YES❑ NO❑ Qry: AC Volts: Amps: ON [I OFF[-] YES[:] NO [_1 PHILIPS PHILIPS CHLORIDE 02013 KoNelpfiike Philips Electronics NV.. Ail right/ reserved. Philips Lighting Company speduicadone are eubiea rn Some. wl[hou, nods. 200 frankfm Square D,Ne Sneerer, NJ oe873 PM1one: 855A86-2216 CP-60720 03111 www,pbllips.con luminabes Optional eel Timed Off Bus wl D vibunon I 's Mardi r� (Standard) On Bus vd o,eii Diroibuton I s Philips. Ughting Company 281 Hlllmmm, Road Markham ON, Canada L6C 253 Phone: 800-668-7006 www,phu pa o—famhir...a 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 2017 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FORT PIERCE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2017) 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 — PRODUCTS 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. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 — EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FO LLOWS: 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 I OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED 1• 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 ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. X G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, 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 THRU 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 0. PROCEEDING WITH ANY WORK. PER NEC 210.8(B)(2) ALL 15— AND 20—AMPERE, 125—VOLT RECEPTACLES IN NONDWELLING—TYPE KITCHENS TO BE GFCI PROTECTED. P•BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2017 FBC ENERGY CONSERVATION SECTION 405.7.3. Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1.1 [E2.1.3 OVERALL LIGHTING PLAN E2.1.2 PARTIAL LIGHTING PLAN PARTIAL LIGHTING PLAN E2.2.1 OVERALL PHOTOMETRIC PLAN PARTIAL PHOTOMETRIC PLAN PARTIAL PHOTOMETRIC PLAN OVERALL POWER PLAN E PARTIAL POWER PLAN PARTIAL POWER PLAN RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. V MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. . T1 TELEVISION OUTLET WITH 1-1/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. Y� MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. (n 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF (P OUTLET UNLESS NOTED OTHERWISE. 9 (J11 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. gGFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. �[A 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER ii SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ®i 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. (� SPECIAL—PURPOSE RECEPTACLE QQ JUNCTION BOX EF EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. AMP SWITCH. MOCENTERLINE OF SWITCH UNLESS 3 3—WAY, 20 MOUNT 46" A.F.F.A.F.F TO OTHERWISE NOTED. "p SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) b A FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING CEM Ag FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING L GROUNDING ELECTRODE & CONDUCTOR SYSTEM T1 TRANSFORMER a ELECTRICAL PANELBOARD In TELEPHONE WOOD BACKBOARD T�ESEPLANSANo WP WEATHERPROOF RSSUd��CTT LLPROFOS_4O T/C TIME CLOCK R�QUI BE SEC IrLD JSP CFQPg T fIn MAY RE RELOCATED COMPLY �KYIN IMT E EXISTING TO REMAIN tYlTyquAAP(�CQ�ECOEu", A.F.F. ABOVE FINISH FLOOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O LV CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. 9 ISSUED FOR PERMIT ONLY 01-26-18 1 �7 1"HNy Fr•+�.y a fit W Q W a Q z Pei a projt. mi 2017-0497 project manager: SIM checked by: BB scale: AS NOTED date: 1-26-18 sheet E0.1 �L project 11 ?Mar, x ?".. 11 Mold (torage Lift Station Skin & Cure Pd=s­Fd==E1�_ a lull._. lull.. co Y 1 aro M r C-3 s 41:1 reuse, MH .11 unds,rAMw w Mold R turn I % InEM1 mar url,a ml I IT,,, Bulk & Cure a ryyr.y. I I Y. l x lY rrei„ -7,9,11 i Stringer & Cure Hull Pull l Pull/C & G - as M7:I as as :. 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CON1R0ts INC. a1 w III f b r a m(wlm our ON'' Cent69:M Input VlltW W ❑ �I tt IF 6zz9 Calls,n /Den awkruo eas V "J 1paD ymna LI CooledNO laa.2fi'Aeamyl ..q/6aH[ z4me. zaA I5A Ill Lna ,e 'rn info -rip-u �lr a� I] �a�,. �QOQ aapa sear f. •il pl ear kayp.tl). crime M ,. t 11 °• y..a J II LJ L' M".,Il'9 MnMml[ Imme A $ontl-, n Control ANY IMna(4wRw/IdrNFP N:Klf incn.CMp conrrq ❑ 42;E6C ll n lull. 11 _. l pMAo 9528N 19pn %_Ivafv/uk'n uo, panel (d,15,IX1baliB),ollw09. pn1 on, 9 oHae work; I, ❑ BA-20P ]fl 1111"we, nl Ph sm6wr 0A IdA IILXP ISA `,a acmnmm /+ car f<nn N Senw•n•n vF• G ,FXms JpMsyn[LSSwII<naul4n PorMana LIgnVSY =^'erh Plmal4parp RAWAeae lint ray«Ito Hrn Smmrnw rommp/amaa us[ad.. sad r.wn roman"•. , '• - Is = at i ,ana pee mfaoa aa,ae.narn«e.rewswLvn. enn.+'lln merl>r.r 6i': rk=. eF,.,...e,< a u'nw.e uw.mn C." "VAC trout nxdNepeWm.nlarAg twin mr«morbn. ma read.. nJN. a t,ormvrf+zaa. n•r rg. Fv, vnnvmrnuen <ed:Igm P u+u. or ,are av4 one. Pub. Na. 'all rev. WOOD mvarr., nv .r• ry INTEWGENTLIGHTNG COMROL$INe. 'on dam w.16/gw9 ,awes. s:wr l oft" emuOo.a .e`er wwwJlm,u.mm 2 ,d, 111 -Isso: raw derms"5w. ilreemN I 11 as nv an. B-1see, One ton rail 14,16,18 ❑ -ss as rt lap .tool T ❑ ea w ❑ GENERAL NOTES NATIONAL B-14 A. ALL EQUIPMENT TO BE BY INTELLIGENT LIGHTING CONTROLS. INC. ON -SITE SYSTEM COMMISSIONING SHALL BE REQUIRED. COMMISSIONING OF SYSTEMS VIA MODEM WITHOUT ON -SITE SUPPORT SHALL NOT BE ACCEPTED. B. ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE. SEE CAT-5 REQUIREMENTS SHEET do RJ45 CONNECTOR DETAIL. TEST ALL CABLE LENGTHS AND TERMINATIONS W/CAT-5 TESTER. R LOW COMMUNICATION CABL E do HARDWI E TAGS C. ALL LOW VOL TO BE INSTALLED PER VOLTAGE CONTROL Hn ELECTRICAL CODE FOR CLASS-2 LOW VOLTAGE HARING. D. CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGCABLE IN A E RUNS FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT. E. FCRAOT-M5ODETPANEL RUNS TO THE NEXT. NO *STAR* DAISY CHAIN CONFIGURATIONS ALLOWED WITHOUT POWER SUPPLY REPEATERS. F. ALL CLASS-2 k CAT-5 DATA CABLE RUNS TO BE PROVIDED AND INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT s FOR THE INSTALLATION ENVIRONMENT OR CONDITIONS ON SITE. G. EACH LIGHTING RELAY PANEL REQUIRES A DEDICATED 120V. OR 277V. CIRCUIT FOR CONTROL POWER TRANSFORMERS- H. ADDITIONAL ILC POWER OR DATA REPEATING DEVICES MAY BE REQUIRED FOR PROPER SYSTEM OPERARON, BASED ON THE ACTUAL NUMBER AND DISTANCE OF LightSync DEVICES TO BE INSTALLED ON CAT-5 DATA UNE. CONTACT AMY LEE O SESCO UGHRNG 954-474-9888. LOW VOLTAGE SWITCH DETAIL Ofas 249 f LightSyncTi G2 Datali a Switch Detail � ,39 IY� .1,4 W ,I(n•I el Or 0 gFM1hAT-e W1nf (ZJ EM4 ,23 B-8 Load 140 I I Nfl.,a arm„ I�MIem .11 an �-- r I J B113 � E�M 4__ I HI ma. Ian,AeaS sit raPeea I LIGHTING CONTROL SYSTEM LINE RISER TO APPRENTICE II 32 RELAY PANEL G2 EC; (typical of up to 32) mi.--Dunk G2 ADDITIONAL SWITCHES SEE NOTE H- O CAT5 CABLE WITH RJ45 CONNECTORS SEE NOTE B. O2 (3) #16 AWG 0. 4 N5 ��'���Uy��CTNDACC Popp �y�EDgrfr� p Nvcas o�,REcr�w�c�a�� COMPLY EN�c ��iv�,y�cr " fRT fs OnS Tel HAu Ar°PC JCq �� TO ISSUED FOR PCRMIT ONLY 01-26.18 r _ _ z a� Ewa; E-I w ua W Q+ I U � ° I O pd"I W I �1 W 5 r-1 O Pleat z O I� Illeee•••::: wa' Y t�rzee0I1IE L, 1� a v 15 -A O � projt. no.: 2017-0497 project manager: _ im checked by: - Be scale: AS NOTED date: 1-26-18QCCCI sheet E 2.1.1 project. II Pull I Pull/C & G � B-29 A MHH 36.206 to ton I A MH: 35.097 A I A MH: 33.114 MH: 33.114 Flip A A MI-1: 30.124 I MH: 30.124 I� C-9 !� A A MH: 28.585 I MH: 28.585 I -21� MH: 33.114 -13,15,17 MH: 30.124 ■ MI -I: 30.124 Sub & Decking 20 --� MR 20 O MH: 20 1 L SM R i /y MH: 10 B-25 /` II B-27 J�A26,28,30 28 _ A A _. A A A H: �6:1"bS �MH: 3A':2b8�'�'"`�����- MH:3fi:208�� :. H: 38.206 A-20,22,24 Rep irk 1 8c 2_-::::: �:v:::::r_ A: H: 35.548 MR 35.548 MH: 35548 MH: 35.548 W MH: 35.548 MH: 35.548 -25,27,29 TWO t0 rails 1 1 B-24 B-26 EM3 e - MH: 35.097 MH: 35.097 1. 34.25 A A A A A A MH: 34.25 MH'. 34.25 MR 34 25 MR 34.25 MR 34.25 MH: 34.25 is I I I I I I B-19�-,, One ton rail H: 33.114 MR 30.124 EM3IrH 33.114 MH: 30.124 151■�Ji�■1>r ■����YrLJ����Y��� [ ��Ir�i�Y■���o%����o%fie ■��rm+fi+e<���_ �_���a-�r_�.a��;�u�■��_�_���i a tll ■1����tl��t1•��0��0��0��0c '"War dMILEGS■MMMMMMM1%MM E0■W ■e■ICE%�0��0%�o��e- �o MH: 10 MH: 33.114 -14,16,18 MH: 30.124 MH: 30.124 MR 30,124 -1,3,5 1 1 A A Break Area MH: 28.585 MH: 28.585 0 A-32,34,36 EM4 1 / B-14 4 A '28.585 MH: 28.585 B-17 i `" A Fin 18c0C B-16 �A-31,33, MH: 35.097 - I I A 33 14 rA B -15 14 _19, MH: 301124 MH: 30.124 MR 28.585 MH: 28.585 I I .n: c. 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COORDINATE EXACT WIRING WITH EQUIPMENT i MANUFACTURER. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION WITH OWNER PRIOR TO INSTALLATION. 0 r r-•1 i UOw �A PQ W H r5 z W projt. no.: 2017-0497 project manager: dtd checked by: gg scale: AS NOTED !date: 1-26-18 ISSUED FOR PERMIT ONLY 01-26-18