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HomeMy WebLinkAboutHVAC WAREHOUSE VENTILATION-NEW WORK PLANI ' Mo EFEF=1 O60"x48" 1 14,625 i 0 U C 0 t U i N 3 0 3 Lo mED v U 0 -' 00 0 N N N04 t'-N :u AIR COMPRESSOR ROOM ROOF GABLES OPEN TO OUTDOORS, SEE ARCHITECTURAL HVAC - WAREHOUSE VENTILATION - NEW WORK PLAN SCALE: 1/8" = 1'-0" CT� THM PLANS AND ALL PROPOSED WOR1< ARE SUBJECT TO ANY CO RIECTIONS `REQUIRED BY FIELD INSPECTONS THAT . f.1AY BE NECESSARY IN Mi?_'IR TO COIMPLY WITH ALL A,"'PL}CADLE CG^DE3. I INSTRUCTIONS, TYPICAL ALL EQUIPMENT. 0 60"x48" 12,000 E+— l 12, 000 12,000 " )112,000 „ 60"x48" 12,000 CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 (3paFLORWA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bRflsstuP Ire I lu DRObOT flRC111Tt(TS, PA 444 DflTOPflSTRffT-SJITf311 WEST PflIM 6fflCfl, FIORIDfl 3540 (0)561-820-8088 (f)561-820-8089 WWW.6RflSSfflRflflDDR060T.COP flR O01 7698 flR 94843 nC&Pb 601 64 PC&P6 67673 flfl 26001461 O L J Joe O J v o �-0 SHIM DT: ® MGM QfinflTfl - Pf 17285 �pEL T lob #: 17-00 DflTf: 9-18-1 DfSIC M DT: MQ.Sf DRflfTfD 6T: Sf CflfCNfD 6T: N VVISIOEIS: 0 A-05 SflffT: —� Of:6 0 CU 1 0 I M O CU2 WALL CAP (200 CFV)� HVAC - DUCTWORK AND AIR DISTRIBUTION - NEW WORK PLAN SCALE: 1/4" = V-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TIM . MAY BE NECESSARY IN ORDEM TO COMP.r!WITH A.1L AI7PUCABLE CGDEG. DRAWING NOTES: O COORDINATE WITH ARCHITECT'S CEILING PLANS. Q DROP RETURN AIR DUCTS TO RETURN PLENUM ON BOTTOM OF UNIT (FIELD FABRICATE FULL SIZE OF UNIT RETURN, SEE DETAIL). 0 AIR HANDLING UNIT FLOOR MOUNTED, SEE DETAIL. O CONTRACTOR SHALL PROVIDE SERVICE CLEARANCE AND ACCESS AS SPECIFIED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, TYPICAL ALL EQUIPMENT. O REFRIGERANT PIPING: WO LIQUID AND WO VAPOR FOR EACH SYSTEM. RUN PIPING ABOVE CEILING OF OFFICES, SHOWN IN WAREHOUSE SPACE FOR CLARITY. CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY 'AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. bPflsstL d DPObC flRUIRCTS, PA 224 D11711P1STRffT-SUI WfST PfltM 6f110. f1ORIOR (0)561-820-808f (f)561-840-8085 WWW.6RflSSfURflRDDDO15C flR 001 7698 flR 948 UCflPb 60764 UCflRb t flfl26001461 O U- Z EN [a -01 SHLED DY: ® MICflflfl CIR ffifi - Pf 17285 lob #: DflTf: DfSI6(1fD 6Y: DRflfTfD 6Y: CflMM 6Y: RfVISIOnS: 0 A-06 �N LID AM: ELECTRICAL NOTES THESE NOTES APPLY TO ENTIRE PROJECT: A. CODES. ALL ELECTRICAL WORK SHALL COMPLY NTH THE DRAWINGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MORE STRINGENT. B. ENERGY CODE. LIGHT FIXTURES ARE TO COMPLY WITH THE FLORIDA ENERGY CODE. FULL COMPLIANCE WITH THE ENERGY CODE IS REQUIRED, WITH PROVISIONS FOR AUTOMATIC SHUT OFF OF LIGHTING. C. CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THWN UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. ALL POWER CONDUITS ARE TO CONTAIN A GROUND WARE. MC CABLE IS ALLOWED WITH COPPER GROUND HARES. D. RACEWAYS. RIGID GALVANIZED CONDUIT AND ELECTRICAL METAL TUBING AND MC CABLE IS TO BE USED IN INTERIOR SPACES. E. HVAC. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAC EQUIPMENT IS TO BE PROTECTED WITH FUSES (DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WITH THE EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND CONDENSING UNITS ARE TO BE CONNECTED WiTH CONTROL CIRCUITS. DISCONNECTS ARE TO BE LOCATED WHERE REQUIRED BY THE HVAC CONTRACTOR. UNDER NO CONDITIONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAC ELECTRICAL WORK. F. SHOP DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL FOR ALL ELECTRICAL MATERIALS. G. POWER COMPANY. THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE ELECTRICAL CONTRACTOR SHALL MEET WITH THE POWER COMPANY PRIOR TO BIDDING TO DETERMINE ALL FEATURES, FUNCTIONS AND LOCATIONS OF SERVICE. FURTHERMORE, THE ELECTRICAL CONTRACTOR IS TO MAINTAIN CONTINUOUS CONTACT WITH THE POWER COMPANY DURING THE PROJECT, AND IS TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SERVICE THOROUGHLY AND DOCUMENT THE COORDINATION. H. TELEPHONE. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE. PRIOR TO BIDDING. THE ELECTRICAL CONTRACTOR IS TO MEET NTH THE TELEPHONE COMPANY AND COORDINATE THE LOCATION OF THE SERVICE POINT ON THE PROPERTY LINE, THE INCOMING SERVICE CABLE, GROUNDING, ETC. IN ADDITION, THE ELECTRICAL CONTRACTOR IS TO INSTALL TELEPHONE CABLES (8#24 CATEGORY 6 CABLE) TO TELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. ALL CABLES ARE TO BE RADIAL -WITH INDIVIDUAL HOME RUNS TO TELEPHONE BACKBOARD OR TERMINAL. DO NOT LOOP FROM OUTLET TO OUTLET. 1. DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE UNDERSTANDING OF DEMOLITION REQUIREMENTS, CEILING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY POWER REQUIREMENTS, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITION IS THIS PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. J. SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAWINGS. K. MAIN DISCONNECTS. MAIN DISCONNECTS MAY BE HEAVY DUTY FUSED SWITCHES OR CIRCUIT BREAKERS PROPERLY COORDINATED. FUSES ARE TO BE BUSSMAN TYPE LPN--R, LPS-R, OR KRP-C. CIRCUIT BREAKERS ARE TO BE RATED FOR THE AIC SHORT CIRCUITS INDICATED. L. UNDERGROUND WORK. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROUTES OF ALL UNDERGROUND WORK. ROUTES SHOWN ARE APPROXIMATE. POWER, TELEPHONE, CABLE COMPANIES, AND ALL OTHER UTILITY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED AROUND EXISTING UTILITIES. M. TVSS. THE POWER SERVICE IS TO BE PROTECTED FROM LIGHTNING MATH SURGE SUPPRESSORS THROUGH A 30A (2P/3P ) BREAKER (42,000AIC). SINGLE PHASE TO BE EATON TYPE CHSPULTRA. THREE PHASE TO BE EATON CPS-100-A. N. LED LIGHT FIXTURES. LED LIGHTS ARE TO BE CAPABLE OF DIMMING 0-100 WITH DRIVERS AND DIMMERS PROVIDED BY SAME MANUFACTURER. THE CONTRACTOR IS TO INSTALL MULTIPLE CONDUCTORS REQUIRED BY DRIVERS, AND IS TO FIELD MEASURE ALL LOCATIONS AND DIMENSIONS. ALL LENSES, ADJUSTABLE MOUNTING HARDWARE, POWER SUPPLIES, METALLIC HOUSINGS TO BE INCLUDED. 0. LIGHT FIXTURE VOLTAGES. OBTAIN LIGHT FIXTURE VOLTAGES FROM CIRCUITS ON PLANS. DO NOT OBTAIN FROM MODEL NUMBERS ON LIGHT FIXTURE SCHEDULE P. PARKING LOT LIGHTING. PARKING LOT LIGHTING IS TO MEET THE REQUIREMENTS OF THE PALM BEACH COUNTY SECURITY CODE, AND AS FOLLOWS: METAL HALIDE SOURCES WITH MINIMUM 0.50 FOOT CANDLES. UNIFORMITY RATIO 12 TO 1, ONE (R) FOOT CANDLE ON WALK PATH. THE CONTRACTOR IS TO SUBMIT TO THE ENGINEER A COMPUTER GENERA TED PHOTOMETRIC ANALYSIS SHOWING THE ACTUAL PARKING LOT. IN ADDITION, THE CONTRACTOR IS TO FURNISH A FLORIDA P. E. STRUCTURAL ENGINEER CERTIFICATION FOR WAND SPEED, AND INSTALLATION. THE POLE SET (BELOW GRADE) IS TO BE DETERMINED BY THE STRUCTURAL ENGINEER. THESE REQUIREMENTS APPLY EVEN IF THE CONTRACTOR FURNISHES THE EXACT MAKE AND MODEL SPECIFIED. Q. RECEPTACLE HEIGHTS. COORDINATE WITH BUILDING DEPARTMENT THE MINIMUM HEIGHT FOR RECEPTACLES. AMERICAN DISABIUTY ACT REQUIRES 18" ABOVE FINISHED FLOOR. R. EQUIPMENT DISCONNECTS. DISCONNECTS SHOWN CAN BE DELETED IF DISCONNECTING MEANS BUILT IN AND PERMITTED BY THE BUILDING DEPARTMENT. S. COMPLETION REQUIREMENTS. WITHIN 30 DAYS AFTER SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR TO BUILDING OWNER WITH A SINGLE LINE DIAGRAM OF THE DISTRIBUTION SYSTEM PLUS FLOOR PLANS SHOWING LOCATIONS AND AREAS SERVED. T. OPERATING AND MAINTENANCE MANUALS. OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT SHALL BE TURNED OVER BY THE CONTRACTOR TO OWNER WITH SUBMITTAL DATA AND REQUIRED MAINTENANCE PROCEDURES. THE NAME AND ADDRESS OF A QUALIFIED SERVICE AGENCY SHALL BE PROVIDED. U. SHARED NEUTRALS. WHENEVER THE CONTRACTOR USES SHARED NEUTRALS, BREAKERS ARE TO HAVE A COMMON HANDLE (I.E. 2 POLE OR 3 POLE). V. GFCL. OUTLETS INSTALLED OUTDOORS, WITHIN 6' OF A SINK, AND OTHERWISE REQUIRED BY CODE ARE TO BE ON GFCI TYPE CIRCUIT BREAKERS. ELECTRICAL SPECIFICATIONS GENERAL PROVISIONS. PROVIDE ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND TEMPORARY POWER FACILITIES TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND SPECIFICATIONS. ALL SYSTEMS ARE TO BE COMPLETELY OPERATIONAL. ALL ELECTRICAL WORK SHALL COMPLY NTH THE DRAWNGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MOST STRINGENT. OPERATING CLEARANCES. INSTALL ALL WORK NEATLY SO AS TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. JOB SITE VISIT. VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID. VERIFY ALL DIMENSIONS AND DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT THE PERFORMANCE OF THE WORK, INCLUDING THOSE NOT SHOWN ON DRAWNGS OR SPECIFICATIONS. SUBSTITUTIONS. ALL EQUIPMENT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BIDDING. TEMPORARY LIGHT AND POWER. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING ALL MATERIAL AND EQUIPMENT REQUIRED TO PROVIDE LIGHT AND POWER TO PERFORM ALL WORK OF ALL TRADES DURING CONSTRUCTION, AND UNTIL WORK IS COMPLETE. COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. MATERIAL SUBMITTALS. SUBMIT ELECTRONIC SHOP DRAWINGS AND EQUIPMENT DESCRIPTIONS FOR ALL ELECTRICAL WORK PRIOR TO ORDERING. ELECTRICAL MATERIALS FOUND ON THE PROJECT WHICH DO NOT HAVE THE ENGINEER'S APPROVAL MUST BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. RENOVATIONS. THIS PROJECT INVOLVES RENOVATIONS TO AN EXISTING BUILDING. THE ELECTRICAL CONTRACTOR IS TO ASSIST IN DEMOLITIONS AS REQUIRED BY THE PRIME CONTRACTOR, RELOCATE EXISTING ITEMS OF ELECTRICAL WORK, REWORK CIRCUITS AND PERFORM ALL ELECTRICAL WORK NECESSARY TO FINISH THE JOB WITH THE FINAL CONFIGURATIONS SHOWN. ELECTRICAL SPECIFICATIONS TRENCHING, BORING AND BACKFILLING. EXCAVATION OR BORING, BACKFILUNG AND REPAIRING OF PAVING AND GRASSING IS TO BE IN THE BID OF THE ELECTRICAL CONTRACTOR. THE ACTUAL WORK NEED NOT BE PERFORMED BY THE ELECTRICAL TRADES. HOWEVER, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, BORING, DEWATERING, BACKFILUNG, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELECTRICAL WORK. LOCATE AND PROTECT EXISTING UTILITIES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WALL ENSURE THAT NO DAMAGE OR SERVICE INTERRUPTION WALL RESULT FROM EXCAVATING OR BACKFIWNG. THE ELECTRICAL CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ANY DAMAGE TO UTILITIES OR PROPERTY. PROTECT PROPERTY FROM DAMAGE WHICH MIGHT RESULT FROM EXCAVATING, BORING OR BACKFILUNG. PROTECT PERSONS FROM INJURY AT EXCAVATIONS BY BARRICADES WITH WARNINGS AND ILLUMINATION. IN THE EVENT, IT IS SUSPECTED THAT ACTIVE ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. AN UNDERGROUND LOCATOR SERVICE SHALL BE EMPLOYED. TESTS. CONDUCT OPERATING TESTS FOR APPROVAL THE SYSTEMS SHALL BE DEMONSTRATED TO OPERATE IN ACCORDANCE WTH THE REQUIREMENTS OF THESE SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR AN AUTHORIZED REPRESENTATIVE. FURNISH ALL ITEMS REQUIRED TO PERFORM TESTS. DIVISION OF WORK. ALL POWER WIRING IS TO BE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DISCONNECTS, STARTERS, THERMOSTATS. FIRESTATS, CONTROL TRANSFORMERS, SWITCHES, ETC. MATH THE OTHER CONTRACTORS TO MAKE CERTAIN NO ITEMS ARE LEFT OUT OF THE BIDS. THE PRIME CONTRACTOR SHALL MAKE ANY SPECIAL DECISIONS REGARDING THE DIVISION OF WORK BETWEEN CONTRACTORS. IN NO EVENT SHALL SUCH WORK REQUIRE ADDITIONAL EXPENSE TO THE OWNER. LOCATIONS. THE ENGINEER MAY MOVE ANY ELECTRICAL DEVICES BY AS MUCH AS TEN (10) FEET PRIOR TO ROUGH -IN AT NO ADDITIONAL COST. CIRCUITS. ALL OUTLETS, LIGHT FIXTURES AND OTHER ITEMS OF EQUIPMENT SHOWN ON DRAWINGS ARE TO BE CIRCUITED. BIDDING FROM A FULL SET OF DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE UNDERSTANDING OF CEILING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, FOUNDATIONS, AIR CONDITIONING DUCTWORK, SPRINKLER PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITIONS IS THIS PROJECT TO E BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. FIRE RATED SURFACES. FIRE WALL, CEILING AND FLOOR PENETRATIONS ARE TO BE MADE WITH METALLIC RACEWAYS IN A U.L APPROVED MANNER. DO NOT KNOCK HOLES INTO VOID SPACES OR OTHERWISE DEGRADE FIRE WALLS. ALL PASSAGES INTO OR THROUGH FIRE WALLS ARE TO BE PERFORMED IN A MANNER ACCEPTABLE TO THE BUILDING DEPARTMENT. (NO PENETRATIONS ARE PERMITTED THROUGH FOUR (4) HOUR WALLS.) ONE (1) HOUR FIRE WALLS ARE TO BE PENETRATED IN EACH STUD CAVITY FROM ONLY ONE (1) SIDE IN A U.L. APPROVED MANNER. BASIC MATERIALS AND METHODS U.L. APPROVALS. ALL ELECTRICAL MATERIALS ARE TO BE APPROVED BY THE UNDERWRITER'S LABORATORIES. GALVANIC ACTION (CORROSION). GALVANIC ACTION (CORROSION) IS TO BE AVOIDED BY JOINING METALS WHICH ARE COMPATIBLE. FOR EXAMPLE, ALUMINUM CONDUITS ARE NOT TO MAKE CONTACT WITH BARE STEEL, GALVANIZED STEEL, OR BRASS. STAINLESS STEEL FITTINGS AND HARDWARE ARE REQUIRED OUTSIDE. GALVANIZED RIGID CONDUITS. RIGID STEEL CONDUIT 'GRC'AND FITTINGS ARE TO BE SCHEDULE 40 MILD STEEL PIPE, GALVANIZED. UNDERGROUND GRC CONDUITS ARE TO BE COATED WTH ASPHALT EMULSION TO RESIST CORROSION. ELECTRICAL METAL TUBING. TUBING 'EMT' SHALL BE STEEL TUBING, ZINC -COATED INSIDE AND OUTSIDE. FITTINGS SHALL BE ZINC -COATED. BENDS WHICH TURN UP OUT OF CONCRETE SHALL BE TREATED WITH ASPHALT EMULSION TO RESIST CORROSION. MC CABLES. MC CABLES ARE ALLOWED IN DRY LOCATIONS, INDOORS, WHERE GALVANICALLY COMPATIBLE. FULL SIZE COPPER GROUND WIRES ARE REQUIRED. PVC CONDUITS. NON-METALLIC CONDUITS SHALL BE POLYVINYL CHLORIDE (PVC), U. L APPROVED FOR 90C, SCHEDULE 40 RIGID, EXCEPT SERVICES TO BE SCHEDULE 80. STRAIGHT RUNS ARE TO HAVE EXPANSION COUPLINGS EVERY 40 FEET. NON-METALLIC TUBING. ENT MAY NOT BE USED. RACEWAY LOCATIONS. LOCATION REQUIREMENTS SET FORTH BY THE BUILDING DEPARTMENT SHALL PREVAIL IF MORE STRINGENT. ALL CONDUITS SHALL BE GRC EXCEPT WHERE OTHERWISE SHOWN ON DRAWINGS, AND AS FOLLOWS: EMT MAY BE USED ONLY INDOORS, IN DRY LOCATIONS, OUT OF SOIL, WHERE NOT PHYSICALLY SUBJECT TO DAMAGE. FLEXIBLE CONDUIT SHALL BE USED ONLY IN SHORT LENGTHS FOR MAKING EQUIPMENT CONNECTIONS. PVC CONDUITS SHALL BE USED ONLY UNDERGROUND OR IN CONCRETE FLOORS. METALLIC RACEWAYS ARE REQUIRED IN CEILING SPACES WHICH SERVE AS RETURN AIR PLENUMS. CONDUITS SHALL NOT BE RUN ABOVE ROOFS. RACEWAY INSTALLATION. WHERE CONDUITS CROSS EXPANSION JOINTS, INSTALL OFFSET EXPANSION JOINTS OR SLIDING EXPANSION JOINTS WITH BONDING STRAPS AND CLAMPS. EXPOSED RUNS OF CONDUIT OR TUBING SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS. CONDUITS IN STRUCTURAL SLABS SHALL BE PLACED BETWEEN THE UPPER AND LOWER LAYERS OF REINFORCING STEEL CONDUIT RUNS SHALL ALWAYS BE CONCEALED EXCEPT WHERE INDICATED ON PLANS. ENT MUST ALWAYS BE CONCEALED. A PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. CONDUITS SHALL BE SUPPORTED BY APPROVED PIPE STRAPS, SECURED BY MEANS OF TOGGLE BOLTS ON METAL SURFACES, AND WOOD SCREWS ON WOOD CONSTRUCTION. THE USE OF PERFORATED STRAP OR WIRES WLL NOT BE PERMITTED. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO (2') FEET BELOW FINISHED GRADE FOR CIRCUITS RATED 600 VOLTS OR LESS. CABINETS. CABINETS FOR OUTDOOR SWITCHES, PANELBOARDS, BREAKERS, WREWAYS, RECEPTACLES, FIRE ALARM EQUIPMENT, ETC., SHALL BE RATED WEATHERPROOF. STAINLESS STEEL IS PREFERRED. MAIN DISCONNECTS. UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL MAIN DISCONNECTS ARE TO BE HEAVY DUTY FUSED SWATCHES- GENERAL DUTY SWITCHES SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. FUSES SHALL BE REJECTION TYPE, U.L. CLASS RK1, UNLESS SHOWN OTHERWISE. SHORT CIRCUIT DESIGN. THE DESIGN CALLS FOR A NUMBER OF SPECIAL CONDITIONS IN ORDER TO HANDLE THE SHORT CIRCUITS AVAILABLE THOROUGHOUT THE ELECTRICAL SYSTEM. UNDER NO CONDITIONS MAY THE ELECTRCIAL CONTRACTOR DEVIATE FROM THE DESIGN IN TYPES OF SWITCHES, FUSES, CONDUCTORS, BREAKERS OR AIC RATINGS OF INTERRUPTING DEVICES. HARING DEVICES GENERAL WIRING DEVICES SHALL BE RAT ED FOR CURRENT, VOLTAGE AND PHASES AS APPLICABLE FOR THE LOADS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF A WALL. A MINIMUM SEPARATION OF TWELVE (12") INCHES SHALL BE MAINTAINED. NO THROUGH BOXES ARE PREMITTED. BOXES SHALL BE MOUNTED LEVEL AND PLUMB. SWITCHES ARE TO BE SILENT, SCREWLESS, DECORATOR TYPES, 20A, 120V. RECEPTACLES. NEMA 5-20R RECEPTACLES SHALL BE SCREWLESS, DECORATOR TYPES AND USED EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN. SPECIAL RECEPTACLES ARE TO MATCH EQUIPMENT PLUGS AS COORDINATED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PLUGS AND CORDS ON WATER HEATERS, DISHWASHERS, DISPOSALS, CLOTHES WASHERS, DRYERS, ETC., UNLESS PROVIDED BY OTHER TRADES. COORDINATE PRIOR TO BIDDING. FACE PLATES. PLASTIC SCREWLESS, DECORATOR FACE PLATES ARE REQUIRED IN INTERIOR SPACES. COLORS ARE TO BE SELECTED BY THE ARCHITECT. OUTSIDE PLATES AND COVERS SHALL BE MOUNTED PLUMB, STRAIGHT, AND FIT FLUSH WTH FINISHED SURFACES WiTHOUT THE USE OF SHIMS OR MATS. PLATES SHALL NOT SUPPORT WRING DEVICES. COMMON GANGED PLATES ARE TO BE EMPLOYED WHEREVER TWO (2) OR MORE DEVICES ARE SHOWN ON THE DRAWINGS IN THE SAME LOCATIONS. PANELBOARDS. PANELBOARDS SHALL BE DEAD -FRONT, CIRCUIT BREAKER TYPE. DIRECTORIES SHALL BE COMPLETE AND TYPEWRITTEN. LOADCENTERS ARE NOT PERMITTED. MOLDED CASE CIRCUIT BREAKERS. BREAKERS SHALL BE THERMAL -MAGNETIC OPERATED, WITH SHORT CIRCUIT RATINGS IN SYMMETRICAL AMPERES EQUAL TO OR GREATER THAN THE AIC RATINGS SHOWN ON THE DRAWINGS. MOTOR PROTECTION. ALL MOTORS ON THIS PROJECT ARE TO BE FULLY PROTECTED IN ACCORDANCE NTH THE NEC. EVERY MOTOR IS TO BE PROTECTED FROM OVERCURRENTS BY THE INSTALLATION OF FUSED SWITCHES LOCATED IN SIGHT OF MOTORS. EACH AIR HANDLING UNIT IS TO BE FED NTH A FUSED SWITCH FOR THE HEATER, AND A SECOND FUSED SWITCH FOR THE MOTOR (MOTOR SWTCH MAY BE ELIMINATED IF THE AHU IS EQUIPPED NTH INTEGRAL PROTECTION COORDINATED PRIOR TO BIDDING). IN APPLICATIONS WTH MOTORS OVER ONE (1) HORSEPOWER, AND WHERE CONTROLS OTHER THAN MANUAL 'ON' AND 'OFF' ARE REQUIRED, MAGNETIC COIL OPERATORS ARE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR PROPER VOLTAGES, ENCLOSURE TYPES AND START -STOP OR HAND -OFF -AUTO SWTCHES AS REQUIRED BY THE APPLICATION. OVERLOAD ELEMENTS ARE REQUIRED FOR EVERY LEG ABOVE GROUND. STARTERS SHALL BE ALLEN-BRADLEY OR SQUARE D. CONDUCTORS. CONDUCTORS SHALL BE RATED FOR 600 VOLTS. ALL CONDUCTORS ARE TO BE COPPER. INSULATION SHALL BE TYPE THWN, EXCEPT WHERE SHOWN OTHERWISE. EVERY RACEWAY IS TO HAVE A GROUND WRE (EXCEPT SERVICE). ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION SIP DUPLEX RECEPTACLE OUTLET NEMA 5-20R O DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT HARED Qpa DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER ® SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG O FLOOR OUTLET W/ BRASS PLATE & CARPET RING SPST SWITCH 3-WAY SWITCH 4-WAY SWITCH SPST SWITCH W/ PILOT LIGHT DIMMER SWITCH WATTAGE AS NOTED Q / LIGHT FIXTURE (SURFACE / RECESSED) QI LIGHT FIXTURE WALL MOUNTED ED/0 FLUORESCENT LIGHT FIXTURE (SURFACE / RECESSED) /® FLUORESCENT LIGHT FIXTURE (SURFACE / RECESSED) EMERG. f 1 FLUORESCENT STRIP LIGHT FIXTURE EMERGENCY BATTERY PACK LIGHT FIXTURE W/ (2) 25W LTS. tot/ 0+ EXIT SIGN, UNIVERSAL MOUNTING (DOUBLE / SINGLE FACE) ARROWS AS INDICATED l:v :*I FUSED SWITCH,30A SWITCH, 20A FUSES,2 POLES 0 Nt MOTOR STARTER,NEMA SIZE 1 l iIH SWITCH/STARTER, 30A, NEMA 1, 3 POLE PANELBOARDS, SEE SCHEDULES ❑ TC TIME CLOCK SWITCH, 4P-ASTRONOMIC W/RESERVE TELEPHONE RECEP-4x4 BOX WITH SINGLE GANG ADAPTER AND 314" EMT TO ACCESSIBLE CEILING SPACE b DATA RECEP-4x4 BOX WITH SINGLE GANG ADAPTER AND 314" EMT TO ACCESSIBLE CEILING SPACE a MOTOR STRIP HEATER W/ INTEGRAL CONTACTOR flT11 VOLUME CONTROL +44" QUADPLEX RECEP ® CLOCK +96" SEE RISER © MANUAL PULL STATION ® AREA SMOKE DETECTOR 10>135• HEAT DETECTOR ® SPRINKLER VALVE TAMPER SWITCH ® SPRINKLER WATER FLOW SWITCH ® FIRE DOOR MAGNETIC HOLD OPEN QF FIRE FIGHTER'S TELEPHONE OUTLET TS SECURITY GUARD WATCH TOUR STATION ® FIRE STROBE LIGHT WALL MOUNTED AT 80" A.F.F. OQ FIRE ALARM SPEAKER/STROBE 0FA VOICE EVACTUATION SYSTEM SPEAKER © JUNCTION BOX FIRE ALARM DEVICE ADDRESS TAG — DUCT MOUNTED SMOKE DETECTOR REMOTE STATUS INDICATOR O FIRE ALARM SYSTEM CONTROL RELAY BEAM TYPE SMOKE DETECTOR MINIMUM CONDUCTOR SIZING FOR 120V/10 BRANCH CIRCUITS (FOR FBC 13-413.BC.1.2 COMPLIANCE) DESIGN LOAD ON CIRCUIT IN VA (FROM PANELBOARD SCHEDULE) UP TO: 500 1000 1500 2000 2500 3000 50' 12 12 12 10 10 10 100' 12 12 10 8 8 6 �a 6 150' 12 10 8 6 6 4 200' 10 8 6 4 4 4 250' 10 6 6 4 4 3 300' 8 6 4 4 3 2 MINIMUM CONDUCTOR 208V/30 BRANCH SIZING FOR CIRCUITS (FOR FBC 13-413.BC.1.2 COMPLIANCE) DESIGN LOAD ON CIRCUIT IN VA (FROM PANELBOARD SCHEDULE) UP TO: t= 1500 2000 2500 3000 3500 4000 4500 5000 8 50, 12 12 12 12 12 12 12 12 a 100' 12 12 12 12 12 12 12 12 '15 150, 12 12 12 12 12 10 10 10 200' 12 12 12 10 10 10 10 8 250' 12 12 10 10 10 8 8 8 12 10 10 10 8 8 8 8 MINIMUM CONDUCTOR SIZING FOR 208V/10 BRANCH CIRCUITS FOR FBC 13-413.BC.1.2 COMPLIANCE) DESIGN LOAD ON CIRCUIT IN VA (FROM PANELBOARD SCHEDULE) UP TO: 1000 1500 2000 2500 3000 3500 4000 4500 5000 8 50, 12 12 12 12 12 10 10 10 8 s a 100' 12 12 12 12 10 10 10 10 8 �1S 15V 12 12 12 10 10 8 8 8 8 200' 12 12 10 10 8 8 8 6 6 250' 12 10 10 8 8 6 6 6 6 300' 12 10 8 8 6 6 6 4 4 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTION `REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLMADLE CGi)E9. ELECTRICAL ABBREVIATIONS A OR AMP - AMPERE LP - LIGHTING PANEL AC - ALTERNATING CURRENT LSC - LOCAL CONTROL STATION AF - AMP FRAME LTG - LIGHTING AFF - ABOVE FINISHED FLOOR M - METER AHJ - AUTHORITY HAVING MC - MOTOR CONTROL JURISDICTiON MCA - MINIMUM CIRCUIT AMPAgTY mu - AIR HANDLING UNIT MCB - MAIN CIRCUIT BREAKER AT - AMP TRIP MCC - MOTOR CONTROL CENTER ATC,BMS,EMCS - HVAC CONTROLS MCP - MOTOR CIRCUIT PROTECTION ATS - AUTOMATIC TRANSFER SWTCH MDS - MAIN DISTRIBUTION SWTCHBOARID AIC - AMPS INTERRUPTING CAPACITY MFR - MANUFACTURER BRKR - BREAKER +, MH - MOUNTING HEIGHT C %% COND - CONDUIT MI - MINERAL INSULATED CB - CIRCUIT BREAKER MUD - MAIN LUGS ONLY CD - CANDELA MOM - MOMENT CKT -CIRCUIT MOP - MAXIMUM OVERCURRENT PROTECTION MS - MOTOR STARTER CP - CONTROL PANEL MSB - NSWITCHBOARD CPT - CONTROL POWER TRANSFORMER N - NEW CT - CURRENT TRANSFORMER NA - NOT APPLICABLE CU - COPPER NC -NORMALLY CLOSED C.U. - CONDENSING UNIT NEC - NATIONAL ELECTRICAL CODE DC - DIRECT CURRENT NEMA - NATIONAL ELECTRICAL DISC OR DS - DISCONNECT MANUFACTURERS ASSOCIATION DIV - DIVISION NF - NON -FUSED ON - DOWN NFPA - NATIONAL FIRE PROTECTION DPV - DRY PIPE VALVE CABINET ASSOCIATION DWG - DRAWING NFSS - NON -FUSED SAFETY SWITCH (E) 1SSVi OAST - EXISTING NIC - NOT IN CONTRACT EC - ELECTRICAL CONTRACTOR NO - NORMALLY OPEN ELEV - ELEVATOR OCPD - OVERCURRENT PROTECTION DEVICE ELEC - ELECTRICAL P - POLE EMER - EMERGENCY PH OR 0 - PHASE EMIR - ELEVATOR MACHINE ROOM NEMA - NATIONAL ELECTRIC MANUFACTURERS EMT - ELECTRIC METAWC TUBING ASSOCIATION EP - EXPLOSION PROOF PB - PULL BOX EPO - EMERGENCY POWER OFF PC - PHOTOCELL EUH - ELECTRIC UNIT HEATER PUT - PAD MOUNTED TRANSFORMER EWC -ELECTRIC WATER COOLER PNL - PANELBOARD PLC - PROGRAMMABLE LOGIC CONTROLLER EWH - ELECTRICAL WATER HEATER PT - POTENTIAL TRANSFORMER F - FUSE RCPT OR RECEPT - RECEPTACLE FA -FIRE ALARM RN - ROOK FCA - FAULT CURRENT AVAILABLE RVSS -REDUCED VOLTAGE SOLID STATE FOR - FAULT CURRENT RATING (MOTOR STARTER) FOR - FEEDER - SCHEDULE FLA - FULL LOADS AMPS TO TO - SURGE PROTECTIVE DEVICES FSS - FUSED SAM SWITCH - SWITCHBOOARDARD FT- FEETSWBD TBD - TO BE DETERMINED F1L - FEED THRU LUGS THD - TOTAL HARMONIC DISTORTION FU - FUSE TVSS - TRANSIENT VOLTAGE SURGE RNR - FULL VOLTAGE NON REVERSING SUPPRESSION FVR - FULL VOLTAGE REVERSING TYP - TYPICAL G , GND - GROUND UL - UNDERWRITERS LABORATORIES GFI - GROUND FAULT INTERRUPT LINO - UNLESS NOTED OTHERWISE GFP - GROUND FAULT PROTECTION UPS - UNINTERRUPTTBLE POWER SUPPLY HZ - HER12 V - VOLT HP - HORSEPOWER VFD - VARIABLE FRECUENCY DRIVE IBC - INTERNATIONAL BUILDING CODE W - WARE IG - ISOLATED GROUND W/ - VATH J OR JB - JUNCTION BOX WP - WEATHERPROOF/WATERPROOF KV - KILOVOLT XFMR - TRANSFORMER KVA - KILOVOLT -AMPERE 1-PH - SINGLE PHASE KW - KILOWATT 3-PH - THREE PHASE LCP - LOCAL CONTROL PANEL APPLICABLE BUILDING CODES FLORIDA BUILDING CODE, 5TH EDITION (2014) NFPA 70, NATIONAL ELECTRICAL CODE (2011) FLORIDA FIRE PREVENTION CODE, 5TH EDITION (2014) FLORIDA ENERGY CONSERVATION CODE, 5TH EDITION (2014) MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN THEIR LATEST REVISIONS. CONTRACTOR TO COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURERS' SHOP DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. ELECTRICAL SHEET INDEX SHT NO. DESCRIPTION DATE ED.1 GENERAL NOTES, SPECIFICATIONS, LEGENDS, INDEX 09/18/17 E1.1 SITE ELECTRICAL PLAN 09/18/17 E2.1 ELECTRICAL PLAN 09/18/17 E2.2 ENLARGED ELECTRICAL PLAN 09/18/17 E3.1 LIGHTING PLAN 09/18/17 E3.2 ENLARGED LIGHTING PLAN 09/18/17 E4.1 PANELBOARD SCHEDULES & RISER DIAGRAM 09/18/17 CARDINAL ENGINEERING ASSOCIATES Mr, `�_AWlo //b f O R�, • Al, PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 N 7 PORT ST LUCIE T.561.746.6343 l _ FLORIDA, 34986 F.561.746.3602 7- , TE F u = THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY///�j NA AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. III REV NO. MI CONSTRl1C7ION CORPORATION 772-481-8856 LTC. CQC0130" POST OFFICE BOX 186 FT. PIERCE FLORIDA bRflSSfuP N DRObOT flRCfllTt([S, P.fl. 224 DflTUPfl STPHT - SUITE 311 WEST PflIM 6Efl(U, I'LOPIN 33401 (0)561-820-8088 (F)561-820-8089 WWW.6PESSEUPfl11DDP0D0T.(0M flR 0017678 UP 94843 U(IPES 60164 U(8PD 67673 Efl 26001461 v OJ y"— C= �J 4-11 v F_ L , L" v O 4J Lon SffllfD 6Y: 01fffPfT D. 61ASSfUP - flR 0017698 ❑ ASOU P. DPO50T - flR 94843 0 JO6 #: 17-008 Dflif: 9-18-17 DfSIOfD 6Y: 1D5 DPflfTED 5Y: 1Db (fitatD 5T: JDb NVISIOUS: E09 I Sflfff: Of: 7 FND 518" DIA. IRC (C.A.MITCHELL&ASSOC) N63" 19.1 T E 0.30' PROPOSED BUBBLE -UP W/ 2' ROCK APRON LOT 11 (OCCUPIED - INDUSTRIAL) ZONING: IL LAND USE: IND z cn 0 0 O o i3 V o O 01 IV �b N rom l J l PROPOSED U CHAINLINK W FENCE (TYP) U_ co m w Q co o � 0 co 00 z Z P 6) z G C EX. 8' HIGH 0 0 CHAINLINK FENCE , o� EX. ADJACENT BUILDING I CD FFE:18.01 �� o Iv I i Ir PROPOSED 14'x10' AREA FOR A/C e 031 PROPOSED 6' CHAINLINK FENCE (TYP) 01 h-N t �e- UNPLATTED ACREAGE ZONING: CPUB (ST LUCIE COUNTY) PROPOSED LAND USE: CPUB DUMPSTER FND 5/8" DIA. IRC PROPOSED FND 5/8" DIA. IRC (C.A.MITCHELL&ASSOC) D-CURB (TYP) (,S.1BROWN 4049) N05°47'08"W 0 z4• h F363.00' lb 27'28'23"W 0.14' b o Z= 14 70 + 10, + += + PROPOSED El z T SIDEWALK (TYP) P (O a c e d. D ° a ° a „'d a 169 03, PROPOSED EX. MOUND , LP TANK d ® a PROPOSED TO (BY OTHERS) ° ° °d a BE REGRADED ° ° d a DP ¢ d a A d a d — 1 INSTALL CONTROL PANEL FOR TRUCK WELL PUMP-- -I Ll 9l ° ° PROPOSED 8" REINFORCED d TRUCK WELL SUMP PUMP - a ;/ CONCRETE WALL a SYSTEM DESIGNED BY OTHERS— ° ' d — e ° ad ° ad r d a PUMP ; ` ° ° e d a , 4. 15 e b`h � ° ° da --- 35' @ 10% SLOPE d PROPOSED (2) ° a EX. VEGETATION +` 1 , ° a 12'x55' LOADING a ° d PROPOSED TO d 4 , ZONE AREAS 4a a ^� BE REMOVED °q a ° 230' EX. 6' HIGH CHAINLINK FENCE N89°13'35"E(P) S89049'02"E(C a x 10' LANDSCAPE BUFFER 1�' �. aaa PROPOSED aI a a and a ° ° ° Q 16d ` TRENCH GRATE PROPOSED BUILDING V(BY OTHERS) (1 STORY) 29,900 GSF p MIN FFE: 16.75 NAVD o I I I PROPOSED PROPOSED ISLAND W/ T SIDEWALK (TYP) D-CURB (TYP) 26' 30' PROP —.. 0 OSED WHEEL STOPS (TYP) I PROPOSED Z' OVERHANG a 10, I 16' ►I 012' +°b 16r I I 10, �,. METER PROP05[ EX. VEGETATION HANDICAP SPA{. 0 I 16` 1 PROPOSED TO PER DETAIL TY' ,►I BE REMOVED i � PROPOSED PROPOSED 1" I , 1 I I DRAINAGE PIPE (TYP) WATER SERVICE UTILITY CO. PAD MOUNTED PROPOSED 6" TRANSFORMER SANITARY SERVICE (TYP) PROPOSED DRY DETENTION LR10' 40' TOB: 14,206 SF (0.33 AC) CE: 13.1 NAVD FND 5/8" DIA. IRC (CA MITCHELL&Assoc) 15' LANDSCAPE BUFFER 068.50 h N62"39459"E 0.28' I 1 b ti ° c. 1\189°49'02"W(C) +'�� N89"49'02"W(C)(BASIS OF BEARINGS)\? 1.44'(M b' To bgpN89'13'35"E(P) O 18 0 Hu T E EX. SANITARY OHu OHU OHu MANHOLE — —�� — — — , — — RIM: 15.62 TO Tcvl INV (S): 9.23------1INV (E): 9.42 �. +STING TOB INV (W): 9.19 + Ati S�� ooti N RL 391" BM EL. 16.20 PROPOSED 6' PROPOSED SANITARY WYE PROPOSED 1" NA(1988) (TOP/NAIL) —`CHAINLINK FENCE (TYP) CONNECTION TO EX. 12" SANITARY — _ WATER METER FND PK NJD APPROX. LOCATION_ ,hob (RLS2391) X LU �gEX. 12" SANITARY PIPE (n W k� I w IY 6 1l h W = ®+ EX. FIRE H HYDRANT Q Imo- bti —1 N op +� BYO,# � � cn OR +1 PROPOSE ,hCOID WATER SERVICE I I a Q 0 1 1 I 1 IL7 PROPOSE[.- R5, 1 26' 2'OVERHAN"_I 0 1 PROP6 ED DRAINAGE CONTR L STRUCTURE 20' LANDSCAPE BUFFER 1 JO3-Liu ,b: — TttPR0p6§C[ DRAINAGE OUTFALL LOCATION \ R! PROPOSED D-CURB (TYP) R25' — 1� 46B 4b EX. SWALE CENTERLINE - INDUSTRIAL AVENUE THREE FND 5/8" DIA. IRC 1 (C.A.MITCHELL&ASSOC) (100 ROW) PROPOSED ^�ti N70`45'05"E 0.26 ` 8" HEADER a N CURB (TYP) 4i�I--- „1 EX tG-in 1N0A -_. -.� EX 12n WM EX 12 bi bVM APPROX. LOCATION PROPOSED 1" WATER SERVICE EX. 12" WM CONNECTION TO EX. 12" WM L IV SITE ELECTRICAL PLAN n SCALE 1" = 20'-0" — 30'— OH 25' CO 6' CHAINLINK w o o w I FENCE (TYP) U_ y O i O V. i m N ni U v u5 0 (v i z Q COORDINATE PARKING LOT LIGHTING WITH CIVIL TRADE. FEED CIRCUITS FROM PANELBOARD A. J I O W i 0 0 o l LOT 14 .-, (BROADCAST Sl LIDIO) i C I +1 i i ZONING: U j LAND USE: IND I PROPOSED i i I DRAINAGE i INLET (TYP) i FND 518" DIA. IRC �. (S-I BROWN 4049) N59'55'54"E 0.18' ^ 189.94' �b b + \ -- 00 PROPOSED 6' CHAINLINK FENCE W/ ROLLING GATE (BY OTHERS) 1�bb PROPOSED 8" HE/PER CURB (TYP) EX -- -- S INC CARDINAL ENGINEERING ASSOCIATE PE# 78477 CA# 31555 info@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 = STATE/OF '4C THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE % 0�, AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED.DRAWINGS NOT SIGNED AND SEALED BY ENGINEER SUBMITTED T O ANY \,\\ ///7jS/�I( Al AUTHORITY OR USED OR ANY PURPOSE WHERE SIGNEDAND SEALED DOCUMENTS REQUIRED. HI FILL: COpy THESE PLANS AND ALL PROPOSCD WOM( ARE SUBJECT TO ANY CORREC711ONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORD2R TO COMPLY WITH ALL APPLh:r1ME CODE& CONSTRUCTION 772-481-83M POST OFFICE BOX 188 70 Z CORPORATION LIC. Cezm3084 PIERCE FLORIDA bpflsstUP d DRObOT flPUITKIS, PA 224 DATUDO STREET - SUITf 511 WEST PHLM bfflCfl, fIODIDII 33401 (0)561-820-8088 (f)561-820-8089 WWW 6DflSSfUPlNDDDO50T.00M flR 001 7698 flD 94843 d(fl0D 60164 IICflDD 67673 flfl 26001461 OC= J v i•� L�J O L% w SffllfD 6T: ® JfffPtY D. 15ASSfUP - AP 0017698 ❑ 10SOU P. DP060T - BR 94843 0 JO6 #: 17-008 Dfil 9-18-17 DBIG M DY: JD6 DOfTfD 6T: 1Db (flf(KfD 6T: JD6 VyISIOUS: A- DOf: StlffT: FAN +120' 120/20A C-31 C-33 I 110 0A B-26 B-24 REFER TO E2.2 ENLARGED PLAN THIS AREA 110120A B-30 B-28 TflThPOOMS 6 MUPOOM I, 2Utl,j31tiUA-7 _ 71U ZUA ROOFTOP FAN 208/30A B-5,7,9 B-32 B-37,39,41 ELECTRICAL, PLAN SCALE : 1/8" = 1'-0" I't wm �.—_� B-1,3 THCSC PLANS AND ALL PROPOSSD W01"`I, < ARE SUMCT TO ANY CORRECTIONS -RCOUIREU BY FIELD INSPECTORS THAT VW BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES. FIBERSLASB LAUNDRY TUB I FILE CY= 7 mr�uuulluuuiuunul�wilummu�Inuunlmi�rllmnl�in�uul CONSTRUCTION 772-48f-8 POST OFFICE BOX 188 v, o CORPORATION LIC. 013100MA 4 FL PIERCE FLORIDA 6RflsstUR 0 DPObOT flPCtflTtcfs, PA 224 DATUPA 51PffT-SUITf 311 WEST PflLM bffl(fl, fIOPIDA 33401 (0)561-820-8088 ( f ) 5 6 1 - 8 2 0 - 8 0 8 9 WWW.5PASS fAPIIADDP0150T.(OM flP 0017698 flP 94843 tl(flPD 60164 TIM5 67673 flfl 26001461 v O -� cr.--. v 4— VT Q V L4-- Len �O v LIJ ✓1 w g SffltfD 6Y: ® JfffPEY D.150SSfUP - flP 0017698 ❑ JIISOn P. DP060T - flR 94845 0 105 #: 17-008 DflTf: 9-18-17 DfSIGnfD 6Y: JDb MUM 6Y: 1D6 CflfC0 5Y: JD6 VVISIOnS: A E2.1 Sttffl- Of: 7 DP-10,12 O 0 0 i ENLARGED ELECTRICAL PLAN SCALE : 1 /4" = 1'-0. "rh KEYED NOTES (X O CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 irrfo@CEAengineers.com 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. ,7,I rr 41 71 -,a', STATE_ OF , <L% w bRflsstuP N DRObOT NUITKIS, Pft 224 DOIUPd STPffI - SUITf 311 WEST P0LM bf0Cfl, PL0PIDB 33401 (0)561-820-8088 (f)561-820-8089 WWW.bPUSSfUPflUDDPObOT.COM 43 I I II(IIPb IT IT 466001U46Pb867673 I MR J I- 4J v 4— TkZ7 SffllfD bT: ® lE EY D. 50SHUP - flP 0017698 ❑ lflSOfl P. DPObOT - flP 94843 0 lob #: 17-008 DflTf: 9-18-17 DPflfifD bl': )Db CI1f(KtD V: )Db PfVISIOUS: 0 E22 Sf TCB (' J 0 0 LEI LIM;An TCA I (:A t TCA-6 TCA REFER TO E3.2 ENLARGED PLAN THIS AREA TCA-4 TCA-3 EM EM TCA TCA-2 LIGHTING PLAN SCALE 1/8" = 1'-0. N 0 EM EM EM THESE PLANS AND ALL PROPQ ED WoRi< ARE SUBJECT TO ANY COP, CTICNS `REQUIRED BY FIELD INSPEC ORS THAT "• 114Y BE NECESSAlRY IN DZM TO COMPLY WITH ALL A,"CPU �BiE CODES. TCA-1 ra IIIIII®IIIIIIIiIlII�IIIIIIillill�li!lliilllllMillIlllllllf®II TCC-1 TCA TCC A 1 i TCB {I Tpu(N WELL JAL SEPARATE LIGHT SWITCH v11RL,11 ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com t 540 NW UNIVERSITY BLVD #206 PORT ST LUCIE T.561.746.6343 r = FLORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NO7 VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE `, STATE of AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNET AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. / Ili 10 11 TCA EM Fm 19 E O EM E fm- I-€ am TCC-2 EM TCC IIII6I®IIIIIIilllli®IIIIIVIIIII�IIIIIIIIiiIi�Illflllllllf®MYIIIIIIIIIII�I!11� EREFERE4.1 FOR LIGHT FIXTURE SCHEDULE DgUIlO WaNMUcnoN'V cowoRAI 772-481-8335 LJrA C00013084 PM OFFICE BOX 11 FT PIERCE FLORIDA 6RflSSfUR d DRO60T flRC111TfQS, PA 224 DRTUPR STREET - SfllTf 511 WEST Pf1LM bffICB, fLOPIDfI 55401 (0)561-820-8088 (0 561-820-8089 WWW.bPIISSfUPflnD)PObOT COM flR 0017698 flR 94845 IICBPD 60164 11(flPb 67675 111126001461 v C=: v O v cl— v 1 SffltfD bT: ® )fffPtT D. 6RflSSfUR - flR 0017698 ❑ JIIS011 P. DPO501- flR 94843 0 JOb #. 17-008 ME 91817 NSIOI1fD bT: JDb DRflfTfD bT: JDb CflfCRfD bY: JDb VvIS1011S: E3 91 SflffT: Of: 7 O o_ ENLARGED LIGHTING PLAN SCALE : 1/4 " = 1'—O" KEYED NOTES ( X 10 CONNECT EXIT SIGNS TO UNSWITCHED CIRCUIT IN AREA SERVED. TRUCE Wf11 CARDINAL ENGINEERING ASSOCIATES, INC. ,,��1�`` PE# 78477 CA# 31555 info@CEAengineers.com "" 540 NW UNIVERSITY BLVD, #206 s,147 PORT ST LUCIE T.561.746.6343 " ;��/nY> �7 A FLORIDA, 34986 F.561.746.3602 ', 3 TEOF THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE v• AND SEAL OF THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY ri`757�711 1\>>\ AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. WaAMN71 &SM CON8TRUC7ION CORPORATION 712-46r8336 IJC. C0001S004 POST OFFICE BOX 186 FT. PIERCE FLORIDA bRflssfuP r4 DRObOT np(fllTfQS, P.fl. 224 DATUPfl STREET - SUITf 311 WEST POLM 6fflCfl, fLOPIDfl 33401 (0)561-820-8088 ( f ) 5 6 1 - 8 2 0 - 8 0 8 9 WWW.DPflSSfUPflnDDPODOT.COM flP 0017698 OP 94843 nCflPD 60164 nCflP6 67673 flfl 26001461 Q O I— v 0 w r CD WW1 VV SfflffD 6Y: ® JfffPEY D. WSW - OP 0017698 ❑ JflSOn P. DPObOl - OP 94843 0 JOD #: 17-008 Dfi f: 9-18-17 DfSIGnfD 6Y: ]Db DPBfffD V: JDD CfltatD 6Y: JDb PEVISIOnS: 90f: SnEff: PANELBOARD SCHEDULE 'A" CONNECTED VOLTAMPS LOAD DESCRIPTION yg AWG AMPS: A B C r x AMPg LOAD DESCRIPTION AAA AWG CONNECTED VOLTAMPS Am B4 Co A4 Bm CO 600 EDF 12 1 20 1 2 20 1 PARKING LOT LTG 10 1 1000 540 BREAKROOM RECEPS 12 1 20 -----4 20 1 1 IPARKINGLOTLTG 10 1 1000 540 BREAKROOM RECEPS 12 1 20 _1 5 6 20 1 PARKING LOT LTG 10 1000 900 BREAKROOM REF 12 1 20 2 20 1 OPEN OFFICE RECEPS 12 600 1200 BREAKROOM OC RECEPS 12 1 20 9 10 20 1 WAREHOUSE RECEPS 12 544D 1200 BREAKROOM OC RECEPS 600 HALL U C REF 12 12 1 1 20 20 11 13 12 20 1 SHOP RECEPS 12 720 14 20 1 SHOP RECEPS 12 540 1200 HALL BREAK OC RECEP 12 1 20 15 16 20 1 SHOP RECEPS 12 540 1080 OFFICE RECEPS 12 1 20 17 18 20 1 WALL FAN 12 1500 1080 OFFICE RECEPS 12 1 20 11 2Q 20 1 WALL FAN 12 1500 600 SERVER QUAD 12 1 20 21 22 600 SERVER QUAD 12 1 20 2 4 720 HALLJAN AHU RECEPS 12 1 20 25 26 900 RESTROOM OC RECEPS 12 1 20 1200 COPIER 12 1 20 29 30 900 WORK RM OC RECEPS 12 1 20 31 2 900 RECEPTION RECEPS 12 1 20 33 34 720 OFFICE RECEPS 12 1 20 35 36 720 1 OFFICE RECEPS 12 1 20 37 38 30 3 TVSS 10 0 900 OPEN OFFICE RECEPS 12 1 1 20 139 40 0 600 OPEN OFFICE RECEPS 12 1 20 41 42 0 5520 16240 15940 TOTAL CONNECTED VA SUB -TOTAL VA TOTAL CONNECTED AMPS 9160 8320 9160 TOTAL DEMAND VA 1 3640 2080 3220 TOTAL DEM AND AMPS SUB -TOTAL VA 76 69 76k-+-I== PANELBOARD RATINGS PANEL130ARD FEATURES VOLTAGE ■120/208 30,4W 0120/240 30,4W 0277/480 34,4W BUS AMPS ❑100A 0400A E200A 0600A 0225A ❑_A MAIN DEVICE ■MAIN LUGS ONLY ❑_A CIRCUIT BREAKER ❑__A FUSED SWITCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 EHINGED DOOR ❑KEYE-D LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ENAMEPLATE BRANCH POLES 012 036 ❑18 ■42 ❑24 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES 0-TO BE GFCI BREAKERS ❑ LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ❑IO,000A ❑30,000A ❑65,000A ❑14,000A 042,000A 0100,000A ■22,000A ❑50,000A 0_000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES 01 Q Q Q NEUTRAL BUS 050% ❑20OX 0100% ❑-_% BUS MATERIAL ■COPPER ❑ALUMINUM IEGROUND BUS REQUIRED ❑ PANELS IN PARALLEL 10 THROUGH FEED WIGS REQUIRED LIGHTING FIXTURE SCHEDULE PANELBOARD SCHEDULE 'B' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ■120/208 30,4W 0120/240 30,4W ❑277/480 34,4W BUS AMPS ❑1DOA 0400A 0200A 0600A 0225A ❑_A MAIN DEVICE ■MAIN LUGS ONLY ❑-_A CIRCUIT BREAKER ❑_A FUSED SNATCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 EHINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL ■ NAMEPLATE BRANCH POLES 012 ❑36 018 ■42 024 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES 10_TO BE GFCI BREAKERS JOLOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,000A ❑30,000A ❑65,000A 042,000A 0100,000A 022,000A ❑50,000A 0_,_,000A ❑SERIES RATING PERMITTED ❑SERVCE ENTRANCE RATED NOTES 0014,OGOA Q (a Q NEUTRAL BUS ❑50% ❑200% ■100% ❑ BUS MATERIAL ■COPPER ❑ALUMINUM EGROUND BUS REQUIRED ❑ PANELS IN PARALLEL 111THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE 'D' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ■120/208 34,4W ❑120/240 30,4W ❑277/480 30,4W BUS AMPS ❑100A ■400A 0200A ❑600A ❑225A ❑_A MAIN DEVICE ■MAIN LUGS ONLY ❑_-A CIRCUIT BREAKER ❑__A FUSED SNATCH ENCLOSURE []FLUSH ■SURFACE ENEMA 1 EHINGED DOOR ❑KEYED LATCH ❑DOOR -IN -DOOR El STAINLESS STEEL ■PAINTED STEEL ■ NAMEPLATE BRANCH POLES ❑12 ❑36 018 E42 024 ❑- BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS JOLOAD CENTER PERMITTED INTERRUPTING RATING (AIC SYM) ■10,000A ❑30,000A 065,000A 014,000A 042,000A 0100,000A 022,000A 050,000A ❑_,000A ❑SERIES RATING PERMITTED ❑ SERVICE ENTRANCE RATED NOTES 01 Q 03 0 NEUTRAL BUS ❑50% 0200% 0100% ❑-_% BUS MATERIAL ECOPPER ❑ALUMINUM 10GROUND BUS REQUIRED ■ C & D PANELS IN PARALLEL 10 THROUGH FEED LUGS REQUIRED TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS INPUT WATTS MOUNTING REMARKS A 6" LED LUMINAIRE HALO PD610DOtOB-PDM6B830-61V-* UNV LED 12W RECESSED NOTE 1, 3 COMMERCIAL A-EM 6" LED LUMINAIRE W/ BATTERY HALO UNV LED 12W RECESSED NOTE 1, 3 BACK UP COMMERCIAL B 2x2 LED UNV LED 18.5W RECESSED NOTE 1, 3 B-EM 2x2 LED LUMINAIRE W/ BATTERY UNV LED 18.5W RECESSED NOTE 1, 3 BACK UP C 2x2 HIGH OUTPUT LED UNV LED 20W RECESSED NOTE 1, 3 2x2 HIGH OUTPUT LED LUMINAIRE C-EM W/ BATTERY BACK UP UNV LED 20W RECESSED NOTE 1, 3 D 4' LED WRAPAROUND METALUX 4SNLED-LD5-33SL-LW-UNV-L830-CD1-U UNV LED 28W SURFACE NOTE 1 HBLED-LD5-36SE-W-UNV-L835-ED3-U / E LED HIGHBAY METALUX HBAYC-CHAIN/SET/U UNV LED 224.5W SUSPENDED NOTE t E-EM LED HIGHBAY W/ BATTERY BACK METALUX HBLED-LD5-36SE-W-UNV-ELI4W-L835-ED3-U / UNV LED 224.5W SUSPENDED NOTE 1 UP HBAYC-CHAIN/SET/U SW LED WALLPACK LUMARK XTORIB UNV LED 12.2W WALL NOTE 2 SURFACE EXIT EXIT SIGN SURE-LITES APX7G UNV LED 3.5W SURFACE FIXTURE SCHEDULE NOTES I NOTE 1: DIMMABLE NTH 0-IOV SIGNAL. TWO LOW VOLTAGE CONTROL WIRES REQUIRED. I NOTE 2: SURFACE WALL MOUNT I NOTE 3: CONFIRM FINISH FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT TONY PLONNER ® LIGHTING DYNAMICS (561) 718-8917 3 Ji" - PANELBOARD SCHEDULE 'C' CONNECTED VOLTAMPS LOAD DESCRIPTION yARg AWG AMPS "BUS 6 A B C "� -AMPS POLES LOAD DESCRIPTION WIRES AWG CONNECTED VOLTAMPS pry I Bm Cm Am B4 Cm 6000 CORD DROP 4 2 70 1 2 40 2 PIN SPOT TABLE 8 3500 6000 3 4 3500 6000 CORD DROP 4 2 70 5 6 30 2 CHOP SAW 10 2500 6000 7 2500 2500 208V 34 OUTLET 4 2 70 g 10 30 2 CHOP SAW 10 2500 2500 3036 AIR COMPRESSOR 8 3 50 11 13 12 2500 14 30 2 CHOP SAW 10 2500 3036 1 2500 3036 3036 8 3 50 17-­18 9 30 2 208V 30A OUTLET 10 2500 2 2500 3036 3036 gCOMPRESSOR 21 3 22 30 2 208V 30A OUTLET 10 2500 4 2500 1500 12 3 20 25 26 30 2 208V 30A OUTLET 10 2500 1500 1500 29 2500 30 30 2 CHOP SAW 10 2500 1500 1500 DRYER 12 12 1 1 20 20 31 33 2 2500 CHOP SAW 10 2500 1500 WALL FAN 12 1 20 35 2500 1500 WALL FAN 12 1 20 37 TVSS 10 0 1500 WALL FAN 12 1 20 39 138%303 jdE 1500 WALL FAN 12 1 20 41 19536 16036 16036 TOTAL CONNECTED VA SUB -TOTAL VA TOTAL CONNECTED AMPS 35536 32036 31D36 TOTAL DEMAND VA1615000 TOTAL DEMAND AMPS SUB -TOTAL VA 296 267 259 PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE ■120/208 30,4W 0120/240 30,4W 0277/480 30.4W BUS AMPS 0100A ■400A 0200A ❑600A 0225A ❑_A MAIN DEVICE ■MAIN LUGS ONLY ❑_A CIRCUIT BREAKER 0_J1 FUSED SNATCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 1 EHINGED DOOR []KEYED LATCH ❑DOOR -IN -DOOR [I STAINLESS STEEL ■PAINTED STEEL ■ NAMEPLATE BRANCH POLES 012 036 018 042 024 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES 0-TO BE GFCI BREAKERS ❑LOAD CENTER PERMITTED INTERRUPTING RATING (AIC SW) E10,000A 030,000A 065,000A ❑KOOOA 042,000A ❑100,000A ❑22,000A ❑50,000A ❑_,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES (1 Q 03 NEUTRAL BUS 050% 0200% ■100% [1-❑ALUMINUM BUS MATERIAL ECOPPER INGROUND BUS REQUIRED ■C & D PANELS IN PARALLEL I ■ THROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE 'DP' PANELBOARD RATINGS PANELBOARD FEATURES VOLTAGE E120/208 30,4W ❑120/240 30,4W ❑277/480 30,41N BUS AMPS ❑100A 0400A 0200A ❑600A 0225A E1000A MAIN DEVICE ❑MAIN LUGS ONLY E1000A CIRCUIT BREAKER ❑_A FUSED SNATCH ENCLOSURE ❑FLUSH ESURFACE ENEMA 1 WHINGED DOOR ❑KEYED LATCH []DOOR -IN -DOOR ❑STAINLESS STEEL ■PAINTED STEEL E NAMEPLATE BRANCH POLES 012 036 ❑18 042 ❑24 ❑_ BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES ❑_TO BE GFCI BREAKERS ❑LOAO CENTER PERMITTED INTERRUPTING RATING (AIC SYM) 010,000A ■30,000A ❑65,000A 014,000A 042,000A 0100,000A ❑22,000A 050,000A 0_,000A ❑SERIES RATING PERMITTED ❑SERVICE ENTRANCE RATED NOTES 01 Q 03 O NEUTRAL BUS ❑50% ❑200% ■100% ❑_%❑ALUMINUM BUS MATERIAL ECOPPER ■GROUND BUS REQUIRED ❑ __PANELS IN PARALLEL ❑ THROUGH FEED LUGS REQUIRED 3X- 3" - D a Io��lo THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN OMDER TO COMPlY WITH ALL APPLICABLE CODES. 2" ELECTRICAL RISER DIAGRAM SOURCE = 208Y/12OV, 30 ,4W UTILITY CO PAD MOUNTED 2ANSFORMER METER mom THREE SETS, EACH L'1Yz 3"-4#400MCM CARDINAL ENGINEERING ASSOCIATES, INC. PE# 78477 CA# 31555 info@CEAengineers.com :'+T 540 NW UNIVERSITY BLVD, #206 PORT ST LUCIE T.561.746.6343 FL.ORIDA, 34986 F.561.746.3602 THESE DRAWINGS ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE fll° SipSE GP 7 � r= AND SEAL OF THE ENGINEER 1JNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED. DRAWINGS NOT SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY`LOR ? ^^0 AUTHORITY OR USED FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED. ^/5`S$?N r:F• `���• D�VIl� CONSTRUC nON � CORPORATION 772-4648336 I = COCO13M POST OFFICE BOX 186 FT. PIERCE FLORIDA bRflsstuP DRObOT flRCf11TfQS, PA 224 DflTUPfl STPffT - SUITE 311 WEST PflIM bfflCfl, fLOPIDfl 53401 (0)561-820-8088 (0 561-820-8089 WWW.bPOSStUPOUDDPObOT.COM flP 00176?8 HP 94845 n(flPb 60164 O(flPb 67673 flfl26001461 O -L LI- � _J v F- yJ f� r v O v SEMI) bT: ®1fffPtT D. bRflSSOP - flP 0017698 ❑ JOSOd P. DPObOT - flR 94843 0 Job #: 17-008 Dfl1f: 9-18-17 MGM bY: )Db DPflfTfD bT: JDb (IIM D bY: )Db VASIOfIS: 9El l Sflfff: Of: 7 FIL't LEGEND +""0� EXISTING SPOT ELEVATION 13.50 PROPOSED GRADE PROPOSED FLOWARROW OPARKING STALL COUNT EXISTING CONCRETE PROPOSED CONCRETE EXISTING ASPHALT PROPOSED ASPHALT 0 PROPOSED LIGHTING (BY OTHERS) FLOWS DIA. IRC (C.A.MITCHELL&ASSOC) N63°19'17'E 0.30' PROPOSED BUBBLE -UP W/ 2' ROCK APRON LOT 11 (OCCUPIED - INDUSTRIAL) X ZONING: IL LAND USE: IND z u' o 0 0 o N3 o N t^�� 1 PROPOSED 6' CHAINLINK FENCE (TYP) I � m I w 13 I 0 I ° — — — — — 3 7- o EX. 8' HIGH CHAINLINK FENCE I I EX. ADJACENT BUILDING o e �" FFE: 18.01 0 I e o FeiG CD � I+ I � I X I -------,^6O Total Site Area => 2.50 Acre => 100 % LOT 12 PARCEL SIZE 54,450 S.F. 1.25 AC. 100.00% LOT 13 PARCEL SIZE 54,450 S.F. 1.25 AC. 100.00% LAND USE TABLE BUILDING AREA 30,040 S.F. 0.69 AC. 27.58% PAVED AREA 14,182 S.F. 0.33 AC. 13.02% CONCRETE AREA 19,245 S.F. 0.44 AC. 17.67% IMPERVIOUS/PERVIOUS TOTAL IMPERVIOUS 63,467 S.F. 1.46 AC. 58.28% PERVIOUS AREA 45,433 S.F. 1.04 AC. 41.72% PARKING CALCULATION (LAND USE: 110): PROPOSED BUILDING (0.75(30,040 GSF/1,000)) TOTAL PARKING REQUIRED => 22 Stalls TRAFFIC STATEMENT: THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE), TRIP GENERATION, 8TH EDITION LAND USE CODE 110 WAS USED TO DETERMINE EXPECTED DAILY TRIP GENERATION RATES FOR THE PROPOSED PROJECT. THE TOTAL SQUARE FOOTAGE FOR THE ENTIRE BUILDING AT BUILD -OUT WAS USED TO OBTAIN THE FOLLOWING RESULT: AT BUILDOUT: TOTAL SQUARE FOOTAGE OF COMPLETE BUILDING: 30,040 G.S.F. WEEKDAY - GENERAL LIGHT INDUSTRIAL AVG TRIPS FOR WEEKDAY = 7.47(30,040/1,000) - 101.92 = 123 TRIPS TOTAL AVG WEEKDAY TRIPS = 123 TRIPS GENERAL LIGHT INDUSTRIAL A.M. PEAK HOUR = 1.18(30,040/1,000) - 60.80 = -26 TRIPS TOTAL A.M. PEAK HOUR TRIPS = -26 TRIPS GENERAL LIGHT INDUSTRIAL P.M. PEAK HOUR = 1.42(30,040/1,000) - 125.20 = -83 TRIPS TOTAL P.M. PEAK HOUR TRIPS =-83 TRIPS SATURDAY- AVG TRIPS FOR SATURDAY FOR GENERAL LIGHT INDUSTRIAL = 0.85(30,040/1000)+ 163.06 = 189 TRIPS TOTAL AVG SATURDAY TRIPS = 189 TRIPS SATURDAY PEAK HOUR GENERATOR FOR GENERAL LIGHT INDUSTRIAL = (30,04011,000) x 0.14 = 5 TRIPS TOTAL PEAK HOUR SATURDAY TRIPS = 5 TRIPS SUNDAY- AVG TRIPS FOR SUNDAY FOR GENERAL LIGHT INDUSTRIAL = (30,040/1000) x 0.68 = 21 TRIPS TOTAL PARKING PROVIDED => 28Stalls TOTAL AVG SUNDAY TRIPS =z1TRIPS Required Handicapped => 2 Stalls SUNDAY PEAK HOUR GENERATOR FOR GENERAL LIGHT INDUSTRIAL = (30,04011,000) x 0.10 = 3 TRIPS Provided Handicapped => 2 Stalls TOTAL PEAK HOUR SUNDAY TRIPS = 3 TRIPS Required Loading Zone(s) => 2 Provided Loading Zone(s) => 2 ZONING: CPUB PROPOSED EX. 6' HIGH UNPLATTED ACREAGE 6' CHAINLINK CHAINLINK FENCE (ST LUCIE COUNTY) PROPOSED 12"X24" CODE COMPLIANT FENCE (TYP) LAND USE: CPUB DUMPSTER/RECYCLING AREA FND s/B^DIA. IRC PROPOSED N89"13'35"E(P) (c.A.MITCHELLaASSOC) D-CURB (TYP) 494"E(C 44 Nos°mob"w924' h 363.00' X 181.5 10 LANDSCAPE BUFFER 0 ° + 10' ._. ..... e`' ... .. _. ..... +s" .. ... _ PROPOSED 30' +1� T SIDEWALK (TYP) ° ^. , ° / d aEX. PROPOSED •/ ' - MOUND LP TANK ° e: PROPOSED TO ° d (BY OTHERS) BE REGRADED • - 25' d o d ° °. 5 - P a 7 ` 130' n a. °d ON PROPOSED PROPOSED TRENCH GRATE 12 �y�"` a. ° 8" REINFORCED - a CONCRETE WALL ° ' w/ SUMP d ° ° __. ....... PUMP TO CONNECT TO DRAINAGE (BY OTHERS)10. Q d.° LATCH FND 5/8" DIA IRC t.J. BROWN 4049) 27°28'23"W0.14' +1,� Ct� r-P +-n 1ry.— 24'-0" 8" CONCRETE BLOCK WITH STUCCO 6" CONCRETE PAD MONOLITHIC FOOTING ;.ra � ez� vi �y�•i a r. mzr. ray ELEVATION VIEW VIEW DUMPSTER DETAIL PROJECT LOCATION r-----�"q'� INDUSTRIAL AVE3 HIGHLANO.q�M\ c-_� 0 30 ,1`°i > D D JN y_ y ( IN FEET ) INDUSTRIAL AVE 2 1 inch = 30 ft- 7 INDUVE 1 A . ..d=.. MARKTWAIN VICINITY MAP 9,-6„ N. T. S. PAY T STRIPE (TY ICAL) Iy I�N� 1 I i ENGINEERS O SURVEYORS ' + PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY- SUITE 201 \\i + PORT SAINT LUCIE, FL 34987 m 'M 772-462-2455 my- •www.edc-inc.com IF F.B. P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 Owner/Developer: BLUE CYPRESS LLC 2511 N INDIAN RIVER DR FORT PIERCE, FL 34946-1805 Site Data PARCEL ID(S): 1429-501-0116-000-4 1429-501-0117-000-1 m Y T w z w Wz m <. M F f Z u Z C-a p O= ¢ a W ' OfN J f/) J W 0 W U V LL Q 16 SECTION: 23 TOWNSHIP: 35S RANGE: 39E z OVERLAY ZONE: AIRPORT ZONING: LIGHT INDUSTRIAL (IL) 0 0 1E EXISTING LAND USE: VACANT z z PROPOSED LAND USE: LIGHT INDUSTRIAL MAXIMUM BUILDING HEIGHT: 50' 0 w m U Building Set Backs: Front Setback => 40' DOUBLE STRIPING DETAIL Side Setback => 20' Rear Setback => 30' LEGAL DESCRIPTION LOTS 12 AND 13, BLOCK 1, AIRPORT INDUSTRIAL PARK UNIT ONE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 20, BUMPER CURB �' PAGE 3, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA P,DDRE"R:;NDUSTRIAL AVENUE THREE FT. PIERCE, FLORIDA 34946 10'-0" + 35 @ 10%SLOPE ^ o °° - I c `r"� j WAER AND SEWER - PROPOSED •PROPOSED (2) a.. 6+ I i-I GRTWATER SERVICE SHALL BE PROVIDED AND CONNECT TO AN EX. VEGETATION +� 1 - . 12'x55' LOADING 4 ,. o` PROPOSED TO . ° ° ZONE AREAS ° - I cl r� EXISTING 12" WATER MAIN LOCATED ON THE SOUTH SIDE ° y6 BE REMOVED T ° ' g, ° ° \I PROPOSED • C J !^� s .1 " SINGLE s OF THE PROPERTY. WATER WILL BE PROVIDED BY FPUA. 1 TT 6'CHAINLINK (.N(1 SIDES WHITE � WHITE - T-- 1 SEWED ;ERVICE SHALL BE PROVIDED VIA 6" PVC AND SO ° = T ° " W o o FENCE (TYP) fICAR L CLEANOUTS WHICH WILL CONNECT TO AN EX. 12 PVC 16dl d I SANITARY PIPE VIA WYE CONNECTION. WASTEWATER i PROPOSED BUILDING y °°$ ° m ro o I ihG SERVICE WILL BE PROVIDED BY SLC UTILITIES. > 0 230' 19 (1 STORY) J d a N rt ° o a¢ 0 0 30,040 GS 13.09' a 10, I I T[C y DRAINAGE: w z W ? - m MIN FIFE: 1 NAVD . , _ I ° _. I THE SURFACE WATER MANAGEMENT SYSTEM FOR THE O ,rOi rn I-1 1\ PROPOSED - I II. Z 0 0 Cow z z 1 6 SIDEWALK (TYP) I g I I PROJECT WILL COLLECT SITE RUNOFF IN A SERIES OF a v < < YY11 n 1 - 6` r"' I , + INLET WHICH WILL ROUTE THE RUNOFF TO THE m 0 0 [�� p� ���.j. O I 16 PARKING STALL DETAIL 18 PARKING STALL DETAIL PROPOSED DRY DETENTION AREA AND ULTIMATELY eo @_QmxeIMU(F'1ROPOSED WHEEL S o LOT 14 0 H� STOPS (TYP) I OUTFALL TO THE EXISTING SWALE ALONG INDUSTRIAL --" ,I a•. .-.-. I I _ .-. (BROADCAST STUDIO) PROPOSED o-` h� DECORATIVE PAVERS h. +'� PROPOSED HANDICAP SPACE EX. VEGETATION - PER DETAIL TYP) PROPOSED TO BE REMOVED PROPOSED 2" .... WATER SERVICE PROPOSEDAIR COMPRESSORS PROPOSED6" SANITARY SERVICE (TYP) ? ' 63.93' 'I.. .....: PROPOSED A/C PAD --- PROPOSED DRAINAGE o mmm CONTROL STRUCTURE R10' 40' FND S/8"DIA. IRC �— 068.50' (C.A.MITCHELLSA350C) N52°39'59"E 9.20' Awl 1^ N N ^ TO EX. SANITARY OHU —� MANHOLE- RIM:15.62° TOB— INV (S): 9.23 INV (E): 9.42 _----g�------- - y ^. oti INV (W): 9.19 +'��, EX. FIRE 1n ED 15' LA DSCAPE BUFFER PROPOSED 1" 20' LANDSCAPE BUFFER WATER METER 181.50-1 N89"49'02" —0 bN89'13'35'E(P)N89°49'02"W(C)(BASIS p. —OMU —TB U — OHU— J TO 77 +—R T �S EXISTING TOB EH 12In WM APPROX. LOCATION EX, 12" WM A a 9� {CaB— nC EX. SWALE C CENTERLINE — nrrm � E%12Jn WM � � b PROPOSED 8" WM CONNECTION TO. EX. 12" WM i,%) . Ur i UZ PEQ+ THREE AVENUE. n I SOLID WASTE: -c" I ZONING: U BASED ONTHHINTENDED USE OF THE BUILDING, THIS PROJECT WILL UTILIZE A PROPOSED DUMPSTER AREA THAT HANDICAP slce WILL MEET LDC SECTION 7.10.18J . LAND USE: IND . I BUMPER cuae� HAZARDOUS WASTE: x xxlxc By ALL HAZARDOUS WASTES DISPOSAL SHALL COMPLY WITH DISABLED PERMIT 12'-0" 5'-0" ALL FEDERAL, STATE AND LOCAL REGULATIONS. 'A- — — — ONLY COLOR SIZE FIRE PROTECTION: PER P I $zso HNE WH1TE INDEX 17346 o WHITE BLUE NEAREST FIRE HYDRANT IS WITHIN 500 FEET OF PROPERTY. I \ m WHITE f WELL FIELD PROTECTION: THE SUBJECT PARCEL IS NOT LOCATED WITHIN 1000 FEET THESE PLANS AND ALL P1t CPOS:D WOW OF A PUBLIC WATER SUPPLY WELL, PROPOSED I A,RE SUBJECT TO ANY COP.R[CTIQN a BLUE DRAINAGE NLEr (TYP) I -REQUIRED BY FIELD INSPECTORS TIIK " I u SITE LIGHTING: l.,, rA°{ BE NECESSARY IN OPtD I O SECURITY / SITE LIGHT TO BE PROVIDED BY OTHERS. SITE LIGHTING SHALL BE INSTALLED SO THAT NO OFF SITE (SJ BROWN DIA IRO ^ BLUE AREAS ARE DIRECTLY ILLUMINATED. ALL FIXTURES AND (s.J.BRowN 4049) l COtxh?t. WTH ALL A)0PUCABLE CODE& N59°55'54E o.18' WHITE Kati\ 189.94' POLES SHALL CONFORM TO ST. LUCIE COUNTY LDC + \ HANDICAP SPACE DETAIL SECTION 7.09.04K. 2: m — — =Ee LAN SCAPE: LANDSCAPE TO BE PROVIDED BY OTHERS. SEE LANDSCAPE Varies PROPOSED 6' CHAINLINK FENCE PLANS PER LDC SECTION 7.09.00 F, W/ ROLLING GATE (BY OTHERS) / 5` Provide 1/8" to 1/4" contraction joints at 10' centers (max). a11USTRIAL AVENUE THREE .° PR POSE I a FNE 'ryw ER € RBBt YP) (100' ROW) SITE PLAN EH12In WM PROPOSED 19"X30" (24" EQUIVALENT) ELLIPTICAL RCP TO BI_ CONFIRMED BY SLC PW PRIOR TO INSTALLATION _ PROPOSED STOP SIGN & STOP BAR PER MUTCD R1-1 (typ) Compact Subgrade to 98% Ex 12-1u WM \ of the Maximum Density as Determined by AASHTO T-99 NOTES: 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 4" THICK SIDEWALK DETAIL Planning & Development Services SEP 2 2 2017 RECEIVED co W O WLL a a Q Cl) Z Q V W Ito V/ oa U 0 Q W LU J.R. HARRISON, P.E. (DATE) #82270 10250 SW VILLAGE PARKWAY - SUITE 201 PORT ST LUCIE, FL 34987 `t'S' 772-462-2455 , 16-240 1 OF 1 - ., a ..�x _ ti,-� max•. y, ,.,...a .,.-u-e.�c�-.mom-,::. _..�.._ - _. �"�°:. _ _ _....u�_.... , �.•--'�a.'�-+�Yvr.i..� I ... -. - ..�----�"��.`'�3„....i.�: _I � �� i FND 5/8" DIA. IRC (C. A.MITCHELL&ASSOC) N63°19'17"E 0.3.0' �1 _O t'16 v. I I �o *^h CONC. PARKING/DIVE AREA I LOTI 11 (OCCUPIED -I INDUSTRIAL) 1 L f EXISTING BUILDING } by F.f .E.=1801+^g' ; I ; I , I I I ,gyp V INV. EL. 12.44�^ GRAPHIC SCALE T ( IN FEET ) 1 inch = 30 ft. UNPLATTED ACREAGE (ST. LUCIE COUNTY) FND 5/8" DIA. IRC (C.A.MITCHELL&ASSOC) N05'47'08"W 0.24' 9' IJrru PWAI J r IKIV =KIV C FND 5/8 DIA. IRC (S.J BROWN 4049) a D z ,7 m LOT 14 (BROADCAST STUDIO) m v TREE LEGEND SIZES SHOWN ARE DIAMETER AT BREAST HEIGHT (DBH) 2) OAK TREE 12" CABBAGE PALM PINE TREE 12" QUEEN PALM THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY COPRECTIONS `PeEOUIREI? BY FIELD INSPECTORS TIIAT w. MAY BE NECESSARY IN OND2111 TO COMKY WITH ALL APPLICABLE COIDES. V, �N 3 d ' t 04 �- It11iJSIrY81 AV ��„. �1, , (4l5 c n& I- �.t 111dUSi'laIV l AYL % FS". ' Rd 08 (East) FL-608 (Wet i t( t SL�� jSY4r P4atarrz ,s A,f, For 4 NCl t11Ii (:N A41wit(ifl Ave Kill(isley G: JuanitaAve .1u rI, ! I Pines Mobile' ne Community NORTH FT. PIERCE ST. LUCIE COUNTY, FLORIDA NO SCALE SUBJECT PARCEL LEGAL DESCRIPTION LOTS 12 AND 13, BLOCK 7, AIRPORT INDUSTRIAL PARK UNIT ONE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 40, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA ADDRESS: INDUSTRIAL AVENUE THREE FT. PIERCE, FLORIDA 34946 LEGEND (P) PLAT DATA CF CENTERLINE C CALCULATED FROM FIELD MEASUREMENTS f'L PROPERTY LINE (D) DEED No. NUMBER DIA. DIAMETER TYP TYPICAL P.O.B. POINT OF BEGINNING EL ELEVATION :2 P.L.S. PROFESSIONAL LAND SURVEYOR CONC CONCRETE J L.B. LICENSED BUSINESS CATV CABLE TELEVISION a PRIM PERMANENT REFERENCE MONUMENT SQ. SQUARE J IRC 5/8" IRON ROD & CAP FT. FEET a C.M. CONCRETE MONUMENT TOE TOE OF BANK O.R.B. OFFICIAL RECORDS BOOK TB TOP OF BANK PB PLAT BOOK CHU OVERHEAD UTILITIES PG PAGE HOPE HIGH DENSITY POLYETHYLENE 6 CENTRAL ANGLE LS LIFT STATION R RADIUS WIP WET LL L ARC LENGTH IRON PE CB CHORD BEARING t BUILDING WALL LINE CD CHORD DISTANCE co� WOOD POWER POLE UGE UNDERGROUND ELECTRIC FIRE HYDRANT UG AT&T UNDERGROUND AT&T VALVE RIGHT OF AY ® DRAINAGE. MANHOLE RRW RAIL ROAD Q SANITARY MANHOLE CBS CONCRETE BLOCK STRUCTURE HAND HOLE WM WATER MAIN CVVpJJ A/C AIR CONDITIONING SANITARY CLEAN OUT BLDG BUILDING WOOD POWER POLE H/C HANDY CAPPED] CONCRETE POWER POLE F.F.E. FINISHED FLOOR ELEVATION —) GUY WIRE AND ANCHOR N.A.V.D. NORTH AMERICAN VERTICAL DATUM WELL N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM C.R. COUNTY ROAD CABLE TV JUNCTION BOX NSLRWCD NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT -o- SIGN ASPHALT , INDICATOR LIGHT .1 Im CONCRETE FIL NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) THE LAST DATE OF FIELD WORK WAS JULY 28, 2015, 4) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 5) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6) TO MAKE THE MAP LEGIBLE THE SYMBOLS SHOWN HEREON AND AS DESCRIBED IN THE LEGEND ARE NOT ALWAYS TO SCALE, BUT INDICATE THE SURVEYED LOCATION. 7) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO155J, (PANEL NOT PRINTED) IN ST. LUCIE COUNTY, FLORIDA. 8). ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1986 (NAVD 88) AND REFERENCE BENCHMARK "PAUL", HAVING AN. ELEVATION OF 14.142 FEET. TO CONVERT ELEVATIONS FROM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29), ADD 1.48 FEET. 9) SUBJECT PROPERTY CONTAINS 2.500 ACRES, MORE OR LESS (108,900 SQUARE FEET). 10) THE NORTH LINE OF INDUSTRIAL AVENUE THREE IS ASSUMED TO BEAR N89'49'02"W AND ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. UNLESS OTHERWISE NOTED, ALL BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT (P) AND CALCULATED (C). 11) THE EXPECTED USE IS COMMERCIAL. BOUNDARY ACCURACY EXCEEDS 1:10,000. 12) ALL MEASUREMENTS SHOWN ARE BASED ON AND IN ACCORDANCE WITH U.S. STANDARDS AND ARE IN FEET AND DECIMALq T,11,EREOF.,''r PORT SAINT LUCIE 10250 NW VILLAGE PKWY. PORT SAINT LUCIE, FL 34987 S 772-340-4990 -1 www.edc-inc.com F.S.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 a n< w U g E W = Q�Q O V 0 _ : N Q N J N MICHAEL T. OWEN PSM #5556 IE 3[ A PORT SAINT LUCIE 10250 NW VILLAGE PKWY. PORT SAINT LUCIE, FL 34987 S 772-340-4990 S-'16-282 wW g 0 O 0 0 0 MICHAEL T. OWEN f DATE PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION 45556 EDC PROJECT" # 16-282 CONSTRUCTION PLANS AND SPECIFICATIONS LOCATION MAP KEY WEST PPS. v . y ,�o PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PKWY- SUITE 201 PORT SAINT LUCIE, FL 34987 S 772-462-2455 ENGINEERS O SURVEYORS • my .edc-incmm F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 SECTION 29, TOWNSHIP 34S, RANGE 40E ST LUCIE COUNTY, FLORIDA Project Location VICINITY MAP INDEX OF SHEETS 1. COVER 2. HORIZONTAL CONTROL PLAN 3. PAVING, GRADING, DRAINAGE PLAN 4. UTILITY PLAN 5. PAVING, GRADING & DRAINAGE DETAILS 6. PAVING, GRADING & DRAINAGE DETAILS 7. UTILITY DETAILS 8. UTILITY DETAILS 9. STORMWATER POLLUTION PREVENTION PLAN & 10. SPECIFICATIONS SURVEY NOTES: DETAILS 01 pFtRISON tl SE ELEVATIONS OHOWN HEREON ARE -- REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET. NGVD29 = NAVD88 + 1.475' O me N Cn Z Q Z U Cn Z O U m U z Q cn w w a Q Q m U I - a U Q w un O FND 5/8" DIA. IRC (C.A.MITCHELL&ASSOC) N63°19'17"E 0.30' STA: 7' U) Z O o O O 0 o o q O N N m_ rIi 0 n % �pe O 8 i Y1v AREA I EX. B'HIGH CHAIN LINK FENCE LOT 11 c o (OCCUPIED - INDUSTRIAL) z z (6 PROPERTY BOUNDARY O m ILDIi>G n STA:11+39.25 OFF:-242.51' PROPERTY 13+83.62 STA:13+83.56 10' OFF:-210.96' 181.50' R10' STA:13+73.56 y6y CB-4 OFF:-200.99' X` 63.97' DRY DETENTION TOP: 16.10 BOTTOM: 14.10 CE: 13.10 (NAVD) X^pp 8' BENCHMARK TIE TO BASELINE OF CONSTRUCTION_ (SEE LINE LABEL FOR BEARING & DISTANCE) �y^O STA:11+40.32 OFF:-201.12' / R� STA:11+39.57 .OFF:-191.75' N89013'35"E(P) FND 5/8" DIA. IRC EX. 6' HIGH CHAIN (C.A.MITCHELL&ASSOC) EP: 13+92.87 LINK FENCE S89°49'02"E(C) t�5°47'08"W 0.24' 363.00' 107.8448 STA:13+82.96 XK 10' 181.50 NORTH89.817104WEST 10 EX. U HIGH CHAIN �O OFF:-24.00' LINK FENCE ^y' TOB: 16.1 NAVD BOT: 14.1 NAVD 40' PROPERTY BOUNDARY TOB: 16.1 NAVD X44 e .. dY° -`, _ a c STA 13+82.60Y 4 4,• ° e' 4 ° OFF'87.81' - . <. 4 d d :. .. 4 .° ° . °.4 d a e :° d d ae ° d a . ° 8- .Q ° ° a d dd ° ° 4 ° , °A d^ erd b. ° :.Q °. .°° A. i ° d B4 4. e ° ° .. ° X 4 ° ° ,. STA 13+1863 a ° a OFF. 24.00CB-3' " d ,d •' 4 +]e 'a _ < 4 4. A '�e d °. 4. ° ° °° .. ° .,.,... ....... _,....._,...,.. `O d a, g. ° ° 4 a a d < Qa. ° Q d ° 10. 4 ° E �... d° py d '4 a a a 18 .. 35 �, < .. ° °_ a' t 4..a d ° BUILDING °. d Q a d, dd' (1 STORY) ° ° d e d 30,040GSF { 4a° .8 d d MIN FFE: 16.75 NAVD T ° 4 4 i 16' e « ° ° R5' ° ° 4' '0 Q STA:12+48 94 STA:12+43.81' °a . STA 12+48.81 �" OFF: 18 01 °' STA:12+48.81 ° ° ` •OFF:52 41' „ .R5'OFF:13.00'' OFF:18.00'° 4. g° ° d .°! a STA:12+40.23 STA:12+43.79 OFF:-13.04' OFF:57.40' STA:12+43.92 STA:12+48.70 I 0 .OFF 13 03' STA:12+38.81 ' OFF:18.00' 5� STA:12+35.22 STA:12+3522 STA:12+38.81 ) - OFF:-31.00' OFF:-18.04 OFF'29 00' STA:12+38.81 d ncc.ce me a 1all�, ` f �' 17 I I i �'Y� • { �I) t I � • 3 �'i • 11 • 11 • II --II 22 •' / 1 STA:112[1.33 OFF:13.00' A:10+81 OFF:13 STA:11+00.23 12+38.81 41.38' OFF: 25' FND 5/8" DIA. IRC (S.J.BROWN 4049) N27°28'23"W 0.14' LOT 14 (BROADCAST STUDIO) �w 0 O O I v0 0 Iv EX. CONCRETE PARKING/DRIVE AREA O b XN X�91 � I PROPERTY I BOUNDARY BASELINE OF CONSTRUCTION (SEE ALIGNMENT LINE DATA AND ALIGNMENT CURVE DATA TABLES FOR REFERENCE) 0 20 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET. NGVD29 = NAVD88 + 1.475' LEGEND EXISTING SPOT ELEVATION PROPOSED FLOWARROW O$ PARKING STALL COUNT a EXISTING CONCRETE PROPOSED CONCRETE PROPOSED ASPHALT EXISTING ASPHALT Q LIGHTING (BY OTHERS) PROPOSED CATCH BASIN Q PROPOSED SANITARY MANHOLE ALIGNMENT LINE DATA LINE# LENGTH BEARING L1 45.79' NO° 10' 58"E L2 32.26' N890 49' 02"W L3 252.03' NO° 00' 00"W ALIGNMENT CURVE DATA CURVE # RADIUS LENGTH Cl 25.00' 39.27' C2 15.00, 23.51' > FND 5/8' DIA. IRC I 20' FND 5/8" DIA. IRC I Y STA:11+361. l\ n (C.A.MITCHELL&ASSOC) STA:11+38.58 OFF:-111.81' EX. TOP OF (S.J.BROWN 4049) I 10' BANK (TYP) STA:10+32.79 N59°55'54"E 0.18' u .; �. OFF:-233.83' b q, 2 y. b. �. OFF:-15.17' _ _ 189.94' L EX. OVERHEAD EX. TOP OF N89°49'02"W(.C) X'` a6 STA:10+24.42 X p UTILITY (TYP) BANK (TYP) N89°13'35"E(P)N89°49'02"W(C)(BASIRF EARINf��,.Cc) 262 .44'(M) 363.00' b• STA 10+25.02 EX. 24-0MP ycr- qb p� {{ OFF.31.15' 6p, INV(W): 12.38 b- OFF: �+ 41a. :10�' INV (E): 12.33 BOJ. 801 y S OFF +25.'l OHU - - OHU- 5�p OH - OHU�q, HU ^ U HU OHUy - '`ry�� - - - - _ y1 1y 1b X STA:10+23.67 /7- y0 b- b. b• °i` EX. SWALEJ n,• TOB TOB brOry EX. SWALE u M OFF: 30.91' y0 , b0 50 -� R, T EX. OVE HEAD y EX. TOP OF Rl = i• 1 50'EX. MANHOLES b ° UTILITY ( YP) D1 BANK(TYP) 41 y' EX. OVERHEAD EX. TOP OF 'L b• STA:11+00 21 yy X^ X" EX SWALE STA:11+34.02 y' X'` RIM 15.62 my UTILITY (TYP) BANK (TYP) OFF'-128 33' O STA:11+16.03 OFF:-70.82' -� n y OFF:-70.83' p5 o R25 ..,.,..,-,",,., - __._ _ ---... ..... .....�,_-- __ _____ _,_.�.-. - y _ >_ E(\D PK N,D STAMPED ' c RLS2391 $M EL 16 20 NORTF-188.235448EAST T� -- - ( -.- I ._: STA 10,00 11 ' NAVD 11988).,TOP/NAIL) - ,_ --- - F_ n � .�.. 4.6378 � `-1 - � _ P :., OFF u . "F :. __.. 35 i q ,.: 7 _ BP. t 0 a00 00 INDUSTRIAL AVENUE-. THREE + a � FND 5/8" DIA WC (100 ROW) \.._ SlA 1040002 100' ROW ° I �IC.A MI I CI IE 1.&ASSOC)' OFF :39.99 Z _ ��3 ,1. _ �'y N 7 0 45 „5 E 0 264 10, ,�b C 5. \ ^�ax p. H y 1� � EX 12 in Wld EX 12-in WM EX 12-hi WM EX 12-in WM N /`tit i D ® I ^--�'-r4+------�» EX 12-in Wid Eb EX 12-in WM e F- D 9w 2-in wM c N r b� �, I BENCHMARKTIETOJ EX. 12" ry 3_5 EX. 12" j + x: I �19r. y6y WATER MAIN !, h `� 6 WATER MAIN BASELINE OF CONSTRUCTION `� X° y Z _ _ - y L ,p®' o X ^0,`5 (SEE LINE LABEL FOR X ^w� cp - _ - p0 ryR F10 r r% r* )('` �. 6ry X� - - _ - - BEARING &DISTANCE) •p X'` - - '`• X^ ` FC{7 -/ - - X``p,``ry - - �EX. 36" CMP EX. 36" CMP tiY0 m EX. 36"x40"CMP Oy pry INV(W): 12.02 INV(W):- 6 m X I ^ -INV (W): 12.44 fib' y - INV (E): 11.93 INV (E): 11.99 ^�ti ',... •i� INV (E): 12.12 - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - I ENGINEERS Q SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 2E 772-462-2455 •www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 m ? 3 z m o o = w d LL x 5 a v w 0 1 19 m i JE JE V! Z z JE U N 0 O ci ®LU V 4INi - i 82270 * cl) _ A • Wnv - . F 2017 J.R: HARRISON, P.E. (DATE) #82270 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 2R 772-462-2455 INSTALL BUBBLE -UP W/ 4' ROCK APRON PER TYPICAL 2' ROCK APRON DETAIL ON SHEET 6 0 INSTALL V CHAIN LINK FENCE (BY OTHERS) AA 1 O 8 X^h� IVE AREA I EX. 8'HIGH CHAIN LINK FENCE LOT 11 (OCCUPIED - INDUSTRIAL) z m PROPERTY BOUNDARY O O r m ILr•1DING A SEE TYPICAL DRY DETENTION SECTION A -A ON SHEET 6 X r- 8' DRY DETENTION TOP: 16.10 BOTTOM: 14.10 CE. 13.10 (NAVD) z z m m � PROPERTY BOUNDARY INSTALL 12"X24" CODE COMPLIANT EX. 6' HIGH CHAIN TRANSITION DUMPSTER/RECYCLING AREA LINK FENCE q0 TO FLUSH rn X e EX. 6' HIGH CHAIN ^0 3 16.11 X'` 15.76 LINK FENCE h• INSTALL 0 0h V CHAIN LINK FENCE X+,h' Construct 219 LF i (BY OTHERS) .'16.00 18" RCP @ 0.00% 16.04 °+ a DMH-2 + p 16 30 d ° 4 d + ., d 16.14 ° ° a .' ° .°a. ° \ a' a °a. ° °.� d d ° d ... ° ° d °. � ° � � ° TRANSITION ..........�................ ,....._._a._....._..,„.... ,..._. .•I_,. x„,, ° ea . REGRADE EX. SPOIL PILE TOB °'° 4 ° ° ma TO FLUSH N § ° _ ea TO PROPOSED ELEVATIONS q °1. 16.75 INSTALL TSIDEWALK I 'O d ! a °Construct 62 LF 4 (MAX 2% CROSS SLOPE)(TYR) ns ° E 1S"RCP@O:OOP% .,�°�', '4 15.94 d ° a: a`d .d° ° °,d °. ° 0 4 REGRADE EX. SPOIL PILE TOE ° 21- ir- O PROPOSED ELEVATIONS 4 d° INSTALL CONTROL PANEL I I ° a FOR TRUCK WELL PUMP 15.89 °a' d d ° °' ° a,n e.d °'.d (BY OTHERS) l o� I d15.68 p ° a° 7 4, Q d ^ y GENERAL CONTRACTOR TO a 4 15.50 C13-3 4, a COORDINATE CONNECTING SUMP ° ° d �h < PUMP TO STORM DRAINAGE SYSTEMh --"- - ' d d °' • " STA: 13+10.82 �Y.`•.- a .. . ..,, ...,_ ...,., ,_......... ................ ..... ....... .. ........... ... .. °. ° .. d. low oint: 15.40 a '4 15.94 TRUCK WELL SUMP PUMP • 12. 0 ° :� ° d SYSTEM DESIGNED BY OTHERS ° q. a d ,° a. a .e'g V' .. `d d h`b INSTALL a ° d a a.. ° 4. X° TRENCH GRATE d 8' A °' a ON (BY OTHERS) I, ,. d a 12512'x 5' LOADING °Ptl 'd ° as ;d' " ° ° 4 - a 4 1 ZONE AREAS d°° . '4 ° ( REMOVE EX. ! _ a d e ° d . d 4 ° . /VEGETATION [: da m a d °8. ° 14 a, aa�05%. ° ° a d° BUILDING ( ° d -�-► ° ° 4 <d a (1 STORY) 1ss3 ° a. 15.62 ° 0vA d 30,040 GSF °d ° a a h^ MIN FIFE: 16.75 NAVD INSTALL PARKING STALL 16 75 STRIPING PER DETAIL (TYP) TRANSITIONTO FLUSH ° [� ',y3 16.25 16.28 I I, INSTALL 6 SIDEWALK REMOVE EX. (MAX 2% CROSS SLOPE) (TYP)- VEGETATION16.38 =1 LL '0qj 1 I 0 COMPRESSORS p0 INSTALL DETECTABLE h• WARNING DEVICE (TYP) S dWA 16.75 e6 h' INSTALL DECORATIVE PAVERS (SEE DETAIL) 1 66 a. SEE TYPICAL DRY DETENTION rSECTION B-B ON SHEET 6 m / TOE: 16.1 NAVD BOT: 14.1 NAVD TIE TO EX. TOB @ 14.90 TOB: 16.1 NAVD Construct 33 LF `•. ,� I Q b 18" RCP @ 0.00%---� ¢: INSTALL (2) HANDICAP SPACES & I STRIPING (TYP) PER HANDICAP SPACE DETAIL ON SHEET 5 UL I Ei 1675 i; I TRANSITION TO FLUSH i INSTALL DRAINAGE CONTROLSTRUCTURE -SEE MODIFIED TYPE'C' CONTROL STRUCTURE DETAIL ON SHEETS) r I REGRADE & RESOD EX. SWALE TRANSITION D-CURB TO EX. TOP OF PROPERTY 8" FLUSH HEADER CURB BOUNDARY (3:1 MAX SIDE SLOPES) BANK (TYP) TIE TO EX. TOB ^O @ ±14.24 EX. OVERHEAD - I EX, TOP OF EX. OVERHEAD ,\O UTILITY (TYP) 90 BANK (TYP) UTILITY (TYP) Oh �, 0 b• b b�901 An 801 h INSTALL 1r OHU OHU ° OHU OHU HU U HU OHU MES-1 OH A�. EXISTING - TIE TO EX. SWALE- �h�' - 'h� -.�- �^ INV: 12.55 O\ SANITARY BOTTOM 13.56 46 b - - - - A TIE TO EX. TOB )E'er MANHOLE a T06 TOB b°Ory 12.81 9 @ m13.84 RIM 15.82 - b0 INV (E): 9.42 �- 50` - Construct 62 L°F TOS I ` INV (E): 9.42 INSTALL. X^ b o° 19"x3Q'l`9zLLIPTICAL RGP@0.56 /0� 2/ INV (W)' 9.19 TIE TO EX. TOB X'` EX. TOP OF 4. t.. "f i 1 CULVER OBE CONFIRMED BY L 4 6' CHAIN LINK FENCE 3.34 BANK (TYP) h• DRAINAGE OUTFALL LOCAT11 ( YC9' S C �- @ 14 76 ry INSTALL MES 3 "`T ) Y M A (BY OTHERS) 0 PUB IIC WORKS PRIOR TO INSTALLATION h INV 13'10 END F'K N/D STAMPED ''. `' -. '. ^m•--r- .... r�--r.:. -er--- RLS2391 BMEL.1620 'EXSWALE-' 4 � 771� ' VD. 1988 ' TOP! AI EX: OVERHEAD M E t-i515 ,.. ( ).(_. _ N ..) 1_.... ,.. ----'� ` 8 FLUSH ? �• y _ 6� UTILITY (TYP) 1 - -- '•. `� INDUSTRIAL AVENUE THREE /^h, i goo Row Eh TOP OF N !A_L _72t- 8 FLUSH INSTALL BANK (TYP) EFlDER GU BAR RE h 6 I Z Z b � � -_ _.-_ ------- �h`L.._�SCC DETAIL) C i a�� O 0) C/ / X^�G3� ,] / EX 12-in WM EX 12-In WM , ® - EX 12-in WM EX 12-In WM D---•-�`4,�-nc EX 12-in WM N r 5a� O / EX. 12" �� I D b� 2 °' REGRADE & RESOD EX. SWALE WATER MAIN '�4 h + bb m ^y X^�o tik^' h y REGRADE & RESOD EX. SWALE h' _ =- - - ° - - - ^°a (3:1 MAX SIDE SLOPES)hh oS' q Z X�xry x w° (3:1 MAX SIDE SLOPES) - - - - - -^. - -- C - -- �/- - - _ - - (SEE SWALE SECTION D-D ON SHEET 5) X^ X _ _ '' b' Il-I! X�`ryp,'?� EX. 36".CMP SZ. YO Frl Hl INV (E): 11.99 rA �EX. 3VK40"CMP ugh Oti INV(W): 12.02 EX. ): CMP 6 �< INV (W): 12.44 r�b• h• INV (E): 11.93 INV (W):11.98� - - - INV (E): 12.12 - - - - - - - - - - - _ - X h6 I b PROPERTY Xlh BOUNDARYh0� I I I I I I I 2 2w 6 b XN" ' 6 ' X^Oh I PROPERTY 15.75 I STA: 10+65.51 I low point: 15.40 1 _ INSTALL DIRECTIONAL ARROWS TYP LOT 14 (BROADCAST STUDIO) EX. CONCRETE PARKING/DRIVE AREA INSTALL 6CHAINLINK FENCE (BY OTHERS) SEE TYPICAL PARKING LOT SECTION C-C ON SHEET 6 0 20 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET. NGVD29 = NAVD88 + 1.475' LEGEND EXISTING SPOT ELEVATION -� PROPOSED FLOWARROW O.PARKING STALL COUNT EXISTING CONCRETE PROPOSED CONCRETE PROPOSED ASPHALT EXISTING ASPHALT E] LIGHTING (BY OTHERS) ❑0 PROPOSED CATCH BASIN © PROPOSED SANITARY MANHOLE NOTES TO CONTRACTOR: 1. MAXIMUM 2% CROSS -SLOPE ON ALL SIDEWALKS. 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT. 3. RE -GRADE AND SOD ALL DISTURBED AREAS, INCLUDING SWALE AREAS. 4. ALL CURBING SHALL BE INSTALLED PER FDOT INDEX 300. TRANSITIONS TO BE FLUSH SHALL BE 3 FEET MINIMUM IN LENGTH. 5. GATED ACCESS WILL NOT STACK ENTERING VEHICLES ON INDUSTRIAL AVENUE THREE AT ANYTIME. GATES WILL BE OPEN 8AM-5PM DAILY, AND ALL DELIVERIES WILL OCCUR AT THIS TIME. STORM SEWER INLET TABLE Structure Name BOT TYPE TOP TYPE STATION OFFSET RIM IN INV: OUT INV: BOTTOM ELEV. CB-1 Type C USf 4155 6210 10+65.51 10.24' 15.40 12.00 (W) 11.00 CB-2 Type C USE 4155 6210 11+29.08 -6.18' 15.40 12.00 (E) 12.00 (N) 11.00 CB-3 Type C USE 4155 6210 1 13+10.82 0.00' 15.40 12.00 (S) 12.00 (N) 11.00 CB-4 Type C USF 4155 6210 13+70.71 -219.02' 14.10 11.75 (E) 10.75 DMH-2 4' DIA MANHOLE 13+72.90 0.00' 15.71 12.00 (S) 1 11.75 (W) 10.75 II INSTALL 6 CHAIN LINK FENCE W/ ROLLING GATE (BY OTHERS) (SEE CONTRACTOR NOTE 05) INSTALL MES-2 INV: 12.20 TIE TO EX. TOB REGRADE & RESOD EX. SWALE 16.06 @ 13.70 (3:1 MAX SIDE SLOPES) Kv X^ 15.63 ^ EX. 24" CMP ti EX. SWALE INV (W): 12.38 INV (E): 12.33 M6 TIE TO EX. SWALE 50 BOTTOM @ 12.14IE b' • h T. TO EXTOB @ 13.60 / �i 6om p .L t59 LF :R CURB DETAIL) a h y, ti 1 'SIGN & STOP -G Ri 1 (rYP) �- M E. 215 05 100' FOW O� EXN2-in WM 12-in WMEX. 17EX 0 WATER MAIN E-3 r 1 ENGINEERS 0 SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 9 772-462 2455 • •www.edc inc com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 3 a m c m W K z 3 u z LL O O< Q C7 H N aa E K 'c O J a ya w Q d LL a � d U) a W U Q 08 0 V , Z Cn p z V O II(�/Uj NoN/ii Q-.,`GEN.S'Sf'•.� /ice • J N0, 82zT �' * 0)Q * _ Lu CL SEP 2 2 2017v I#J HARRISON, P.E. (DATE) 270 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE FL 34987 •'X 772 462-2455 l 16-240 3 OF 10 Z 0 W 0 5 0 O W m QJ x d z TDIVE AREA 0 zz Q 0 O w K I ILDING a .0 y39tib a 3 x U i %Cb xl`3' y0 X°h EX. 8' HIGH CHAIN LINK FENCE PROPERTY / 0 X CB-4 DRY DETENTION TOP: 16.10 BOTTOM: 14.10 CE: 13.10 (NAVD) z z z a m m � PROPERTY h`' X,Nh EX. 6' HIGH LINK EX. 6' HIGH CHAIN LINK FENCE X 0 0 X^h^ INSTALL GAS TANK (BY OTHERS) a'4 d OMH-2 d a :'. n Z 4 °' a ° a. 1 a �d .d A . a 'A d d ed i - d d a a ala a a4', °. �^---^ jd a ° °' A a ° .. d d . d a a° a G I g. ° . n a a < a .Qa .4 d ° 4 P.d d 4a a. Ad, a d a a.4 °a a a4 a d d a ° d' d fa a d' dd a"4 ° 4 .4. a a 4, a ': C83d 4 d4 '' ° a ° a a '. "dad ha '. 4 a d. d a :a ;.4 a ..a d 4 < a d P a. a 4. d 4a . a d a - 4' .a' °d .. a' °d.. a. d 4 d d d d d • d. . ° a'd .INSTALL 19 LF d ° <d ° - .. d a a' a Q a ..94 BUILDING d 6"C-900 DR-14 FIRE LINE a 4 ad •° d . (30" MIN COVER) d a (1 STORY) d ° d 30,040 GSF a: 4'a ..a 41ad MIN FFE: 16.75 NAVD CONTRACTOR TO CONNECT It FIRE TO BUILDING INSTALL 6" 90° BEND Eli ` AI I! (t I gg pl s ail i , lI I3 1 II i I i I, Iilild ggi�! j� �J I 'I�(# i y n fl 9° �W IN x^?� x^h. (I) OR, ..... CONTRACTOR TO CONNECT WATER TO BUILDING "` ' - d .d E wI# � t ) ....,.IF 1 �� II INSTALL CLEANOUT (3' OFF BUILDING) .�„�t I 0 m RIM: 16.75. ., INV(N): 14.75 qr.`d• °. t i A/C PAD D INSTALL 85 LF TOB: 16.1 NAV 2" POLY WATER SERVICE (30" MIN COVER) - hry - x<v I b h^ .PROPERTY I BOUNDARY �h00 I I I I I 2. 2 I �6 �.✓� b �b n,w b 0 I CONCRETE PARKING/DRIVE AREA LOT 14 (BROADCAST STUDIO) I I 1 x0* I � PROPERTY 1 BOUNDARY ( IN FEET ) 1 inch = 20 ft SURVEY NOTES: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88) AND ARE GIVEN IN U.S. SURVEY FEET. NGVD29 = NAVD88 + 1.475' LEGEND -,L.L2p EXISTING SPOT ELEVATION PROPOSED FLOW ARROW OPARKING STALL COUNT EXISTING CONCRETE PROPOSED CONCRETE PROPOSED ASPHALT EXISTING ASPHALT LIGHTING (BY OTHERS) PROPOSED CATCH BASIN pS PROPOSED SANITARY MANHOLE NOTES TO CONTRACTOR: 1. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT. 2. RE -GRADE AND SOD ALL DISTURBED AREAS. 3. WATER WILL BE PROVIDED BY FPUA. 4. WASTEWATER SERVICE WILL BE PROVIDED BY SLC UTILIIES. UTILITY CONFLICTS: Q STA:11+25.29 OFF:-70.51' SANITARY CROSSES UNDERWATER (18" MIN SEPARATION) BOTTOM 12" SANITARY = t9.95 TOP 6" WATER MAIN = 8.45 FG = 314.84 INSTALL 57 LF INSTALL 6" I"3 . INSTALL FDC BOT: 14.1 NAVD 0 6" PVC @ 1.0% g0° BEND - (30" MIN COVER) _ INSTALL 6" DDCV &BSP #2 INSTALL POST -INDICATOR EX. TOP OF TOB:16.1 NAVD PER FPUA STANDARDS l\ T VALVE PER FPUA INSTALL BANK (TYP) PROPERTY STANDARDS 7 6"x2"TEE 1 ^ I b BOUNDARY ^0 N EX. TOP OF EX. OVERHEAD X° X'` p I BANK (TYP) UTILITY (TYP) �0 INSTALL 1" METER &DOUBLE ^ EX. 24" CMP b,10 oa Op h. 0�` 00 CHECK VALVE PERINV (W): 12.38 b•gOJ, �`' 901 STANDARDS M-V a :; ?a ti INV(E): 12.33 ���-- OHU OHU �Ap OHU OHU Mh HU ^ U HU vnv ti 0> - EXISTING - - - - -- n'-- -X''� - �_I-- - - - =01 SANITARY �01b Ob E 'I i Ig /7�'b. b. dv�l' OEX. SWALEJMANHOLE TOB )' I I 6�-EX.OVERHEAD TOB b• .,: fl.. .':RIM: 15.62 - UTILITY (TYP) EX OVERHEAD 0 EX. TOP OF I M INV (S): 9.23 _ 50' '6 50' O INV E 9.42 b 0`b UTILITY (TYP) b� b h� ( ) X'` BANK YP i(I" ' . 9.19 h• EX. SWALE APPROXIMATE EX. TOP OF h`L X�b` )C'` (T ) l 4E 00 INV (W)' X'` BANK (TYP X'` EX. SWALE INSTALL 35 LF -� „rd LOCATION OF EX.(30" X° 6 WM MIN COVER � ��ti 12" SANITARY PIPE n:O ) �� _ - T - , FIND PK N/D STAMPED 'I , .INSTALL 8 x6 0 INSTAL WYE CONNECTION � INS i ALL C_EANOUT - 'RLS2391" SM EL. 16.20 ACTOR TO CONNECT TO -� RIM 314 62 REDUCER INSTALL L FIRE HYDRANT` ,I CONTRACTOR ASSEMBLY PER FPUA.. 12" c INSTALL ' NAVD 1988 TOP/NA.IL '. - TA + I.'INV 9 - / ( ) ( ) 41p EX.. 12 SANITARY @INV 9 80 J3 ,q A _ . ' W�° fTHREE o ,�:.�� STANDARD DETAIL P 8 s6 l E E F1 INDUSTRIAL AVENUE 5 / 5 l.� I -y' 1 n'.IR I INSTALL. 37 LF 100 ROW I: - Q " ILSI ALl LbCKiNG CORP S LOP S" WM BY ' PER SLC STANDARD DETAIL ---- DIRECTIONAL DRII:.L. a� 1. a E 1 o W.78N.SON SHEET `) 36:: .MIN COVER 0 ^ O EX GATE O � � '. ,.... \\ h � - __ __ � -- X^- \ cn �� Q EX 12-m WM EX 12-in WM - EX 12-1n WM EX 12-in WM ry EX 12-In WM EXO-in WM EX 12-in WM V EX FIRE r F- I XR b HYDRANT NJ r tK O. ^ EX. 12" ry 'h`6 EX. 12" q��++..boh h0h WATER MAIN j 0 X�h X,�h`� ry0 WATER MAIN =z-E --L' -- BSP#1 X - - - X^ b - - - INSTALL 12"x8" WET TAP EX. 36" CMP s j A fT1 X�p,'.`0 �EX 36 CMP '� CONNECT 8" WM TO EX. 12" WM v INV (W): 11.96� yy0 ill (n 0 EX. 36"x40" CMP Ah ti INV (W) 12.02 h Ill x ^hDINV (W): 12 44 ,qM• h� - INV (E): 11.93 - i - --- PER FPUA STANDARDS- INV (E): 11.99 titi � INV (E). 12.12 i-0 F3[1 4 ENGINEERS 0 SURVEYORS PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY- SUITE 201 PORT SAINT LUCIE, FL 34987 2!� 772-462-2455 wm.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 a C 0 m 2 w c x w 3 �� z a o m J m r g w o 0 W O y LL Q � N vy0 0 hi.. J W u- ® cf1 V! Q Q m ® z y � Z V O O W w � IIII11,�7 U ' HRSIE OH ///fi Z210 °•, �i �... , P,• C4 (1- FLO SEP 2 21011 S 111 RRISON, P.E. (DATE) 8 270 , i i i� 10250 SW VILLAGE PARKWAY -SUITE 201 PORT SAINT LUCIE, FL 34987 ' 772-462-2455 16-240