SWEENEYWTP

PRELIMINARY - NOT FOR CONSTRUCTION

VICINITY MAPNO SCALE

Black & Veatch Architects, PLLC

Registration No. 52069

8400 Ward Parkway

Kansas City, Missouri 64114

Black & Veatch International Company

Business License No. F-0794

10715 David Taylor Drive, Suite 240

Charlotte, North Carolina 28262

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC UTILITY AUTHORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Black &

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62

GENERAL

GENERAL NOTES

G-00-004XXX

400096

JGCKMC

4/5/2019

CHE53522

CHE53522, 3/4/2019 3:18:46 PM

1. HORIZONTAL CONTROL: COORDINATES ARE BASED ON GPS OBSERVATION IN FEBRUARY, 2007 OF NCGS MONUMENT "OVERPASS" NAD 83; (N: 187,141.427 FT; E: 2,315,276.781 FT); AND NCGS MONUMENT "QUEENSBORO" NAD 83; (N: 194,537.111 FT; E 2,313,797.781 FT). VERTICAL DATUM IS NGVD 88. COORDINATES ON STRUCTURES DEPICT THE EXTERIOR FACE OF THE CONCRETE SUBSTRUCTURE FOUNDATION WALL OR FOOTING WALL. LOCATION POINTS OF STRUCTURES ARE SHOWN ON THE CIVIL PLAN SHEETS.

2. THE PROJECTED 100 YEAR FLOOD ELEVATION IS 9 FT.

3. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN ARCHITECTURAL ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS.

4. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.

5. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE SPACE(S) DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA.

8. THE LOCATION OF TEST HOLES INDICATED ON THE DRAWINGS IS APPROXIMATE. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR ACTUAL TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS.

9. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS UNLESS OTHERWISE NOTED. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.

10. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.

11. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE. PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.

12. FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT TO PAVEMENT, SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS, OR AS REQUIRED TO MEET STAIR LANDINGS.

13. THE CONTRACTOR'S OPERATIONS SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING.

14. RESTRAINED JOINTS SHALL BE PROVIDED FOR BURIED PIPING AS INDICATED ON THE DRAWINGS AND/OR AS SCHEDULED IN THE SPECIFICATIONS.

15. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACES ARE NOT SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED.

16. THE EXISTING PROCESS FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE CONSTRUCTION ACTIVITIES. INDIVIDUAL PROCESS FACILITIES CAN BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE CONTRACT DOCUMENTS.

GENERAL NOTES FOR CIVIL DRAWINGS17. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., CROSSED BY THE PIPELINE ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED OR REMOVED BY CONSTRUCTION.

18. CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL THE NEW PIPELINE WITH NEW PIPE CULVERTS OF THE SAME SIZE, MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY.

19. HORIZONTAL STATIONING ALONG THE PIPELINE ALIGNMENT IS FOR LEVEL LINE MEASUREMENT AND FOR PAYMENT OF THE PIPELINES. CONTRACTOR SHALL PROVIDE THE ACTUAL PIPE LENGTH TO BE DETERMINED BY THE SLOPE OR CURVE ON WHICH THE PIPE IS INSTALLED.

20. UNLESS OTHERWISE SPECIFIED, INDICATED ON THE DRAWINGS, OR DIRECTED BY THE ENGINEER, INSTALL PIPELINES SLOPING DOWNWARD FROM AN AIR VALVE, MINIMUM 3'-0" COVER, AT MANHOLE OR AT MANUAL ARV TO A BLOWOFF, AND PROVIDE THE SPECIFIED MINIMUM PIPE COVER. MINIMUM PIPE COVER SHALL BE FROM THE EXISTING, PROPOSED, OR FUTURE GROUND SURFACE OR ROAD PROFILE, WHICHEVER GROUND SURFACE OR ROAD PROFILE IS APPLICABLE AS INDICATED ON THE DRAWINGS. IF THE PROPOSED GROUND SURFACE IS ABOVE THE EXISTING GROUND SURFACE INDICATED ON THE DRAWINGS AND IS NOT THE ACTUAL GROUND SURFACE AT THE TIME OF PIPELINE INSTALLATION, INSTALL THE PIPELINE TO PROVIDE MINIMUM PIPE COVER FROM THE ACTUAL GROUND SURFACE IF ACCEPTABLE TO THE ENGINEER. HIGH POINTS IN THE PIPELINE WILL NOT BE PERMITTED EXCEPT AT LOCATIONS OF AIR VALVES AS INDICATED ON THE DRAWINGS. REVIEW THE PIPELINE PROFILE REQUIREMENTS WITH THE ENGINEER PRIOR TO PREPARING LAYING SCHEDULES AND PERFORMING FIELD STAKING.

21. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES BASED ON FIELD CONDITIONS, INCLUDING EXPOSING EXISTING PIPING PRIOR TO FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLING; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLE AND AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR'S TESTING AND DISINFECTION WORK BEFORE MAKING CONNECTION, WHEN APPLICABLE. CONTRACTOR SHALL COORDINATE MAKING EACH CONNECTION WITH THE OWNER.

22. ALL DIP SHALL BE PROTECTED WITH A MINIMUM OF ONE WRAP OF POLYETHYLENE ENCASEMENT.

23. CALL BEFORE YOU DIG. CONTACT NC ONE CALL CENTER PRIOR TO DOING ANY DIGGING AT 1-800-632-4949.

24. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.

25. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.

26. TEMPORARY FACILITIES INCLUDING WATER USE ARE COVERED IN THE SPECIFICATIONS. BACKFLOW DEVICES REQUIRED BY THE CITY SHALL BE ON THE LIST OF APPROVED DEVICES BY USCF CCC HR AND IN ACCORDANCE WITH SPECIFICATIONS.

27. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.

28. NO EQUIPMENT IS PERMITTED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.

29. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADQUATE INSTRUCTION ON THE TREE PROTECTION REQUIREMENTS AND METHODS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY. CONTRACTOR SHALL CONTACT URBAN FORESTER BRION CAPO AT THE CITY OF WILMINGTON (341-0078) TO PROVIDE INSTRUCTION ON PROPER TREE PROTECTION METHODS.

30. TREE PROTECTION WILL BE MONITORED AND MAINTAINED ON A DAILY BASIS.

31. HYDRANTS SHALL BE WITHIN 150' OF THE FDC.

32. THE FDC SHALL BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.

33. HYDRANTS SHALL BE LOCATED WITHIN 8' OF THE CURB.

34. ALL OPENED END PIPES ABANDONED IN PLACE SHALL BE PLUGGED IN ACCORDANCE WITH THE PIPE CAP DETAIL F ON SHEET C-501.

35. BEFORE CONVERTING A SEDIMENT BASIN TO A STORMWATER BASIN, ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED. FOLLOWING THIS, THE APPROPRIATE MODIFICATIONS TO THE BASIN DEPTH, GEOMETRY, AND HYDROLOGY, AS WELL AS INLET AND OUTLET STRUCTURES, ETC., SHALL BE MADE. A MINIMUM OF 6 INCHES OF BOTTOM MATERIAL (BELOW) THE DESIGN BOTTOM OF THE ORIGINAL SEDIMENT AND EROSION CONTROL DEVICE SHALL BE REMOVED PRIOR TO CONVERSION TO A STORMWATER BMP, SO APPROPRIATE DESIGN BOTTOM DEPTH CHANGES MUST BE CONSIDERED. THE SITE SHALL BE COMPLETELY STABILIZED BEFORE THE EROSION AND SEDIMENT CONTROL DEVICES ARE REMOVED AND CONVERTED TO PERMANENT STORM WATER BASINS.

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC UTILITY AUTHORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Black &

V

eatch International C

om

pany

Bu

sin

ess L

ice

nse

N

o. F

-0

79

4

10

71

5 D

avid

T

aylo

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, S

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2

40

Ch

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, N

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C

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82

62

GENERAL

ABBREVIATIONS

G-00-005XXX

400096

JGCKMC

4/5/2019

CHE53522

CHE53522, 3/4/2019 10:51:59 AM

A ACID, AMBER INDICATING LIGHT,AMPAB ANCHOR BOLTABS ACID BATH SINKAC ALTERNATING CURRENTA/C AIR COMPRESSOR, AIR CONDITIONER, (ING)

ACP ASBESTOS CEMENT PIPEACST ACOUSTIC, (ALAD ACCESS DOOR, AREA DRAIN, AIR DAMPER, ANODEADD ADDITIONALADH ADHESIVEADJ ADJUSTABLE, ADJACENTADMIN ADMINISTRATIONAF AIR FLOW, AIR FILTER

AFF ABOVE FINISH FLOORAH AHEADAHU AIR HANDLING UNITAL ACTIVE LEAFALT ALTERNATE, (IVE)ALUM ALUMINUMAM AMMETERAMP AMPERE, AQUA AMMONIA METERING PUMP

ANOD ANODIZED

AP ACCESS PANELAPPR APPROACHAPPROX APPROXIMATE, (LY)AR ALARM RELAY, AIR RECEIVERARCH ARCHITECTURAL

AS AMMETER SWITCHASSY ASSEMBLYAUTO AUTOMATICAUX AUXILIARYAVRV AIR VACUUM RELIEF VALVE

AWG AMERICAN WIRE GAGE

B BEAMB TO B BACK TO BACKBA BEARING AREABAL BALANCEBAT BATTERYBC BEGIN CURVEBD BOARDBEJ BRICK EXPANSION JOINTBF BLIND FLANGEBFV BUTTERFLY VALVEBHP BRAKE HORSEPOWERBITUM BITUMINOUSBKR BREAKERBLDG BUILDINGBLK BLOCK

BM BENCHMARKBOF BOTTOM OF FOOTINGBOT BOTTOMBP BACK PRESSUREBPMK NO BASEPLATE MARK NUMBERBRG BEARINGBRK BRICK

BS BOTH SIDESB&S BELL AND SPIGOTBSMT BASEMENTBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT-HOURBU BELL-UPBUR BUILT UP ROOFINGBV BALL VALVEBVC BEGIN VERTICAL CURVE

C COUNTERC TO C CENTER TO CENTERCB CATCH BASIN

CCP CONCRETE CULVERT PIPE

C/EJ CONTRACTION/EXPANSION JOINTCFM CUBIC FEET PER MINUTE

C&G CURB AND GUTTER

CHKD CHECKEREDCI CAST IRON, CONTACTOR INFLUENTCIMH CAST IRON MANHOLECIMHS CAST IRON MANHOLE STEPSCIP CAST IRON PIPE, CONTACTOR INFLUENT PUMPCISP CAST IRON SOIL PIPECJ CONTROL JOINTCKT CIRCUITCL CLASSCLG CEILINGCLO CLOSETCLR CLEAR, (ANCE)CMP CORRUGATED METAL PIPE, CAUSTIC METERING PUMPCMU CONCRETE MASONRY UNITCO CLEAN OUT, COMPANY

COL COLUMN

COMB COMBINATIONCOMB SWR COMBINED SEWERCOMP COMPRESSOR, (ED)CONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS, CONTINUATION, CONTROLCONTR CONTRACTORCOR CORNERCORR CORRIDOR, CORRUGATEDCP CONTROL PANEL

CPLG COUPLING

CPT CONTROL POWER TRANSFORMERCRS COURSES, (ING)CS CONTROL SWITCH, CONTROL STATION, CUP SINKCSK COUNTERSUNK, (INK)

CT CERAMIC TILE, CYCLE TIMER, CURRENT TRANSFOMERCTW CONTACTOR TO WASTE

D DOORDBL DOUBLEDC DIRECT CURRENTDEG DEGREEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAIN, DUCT FANDH DOOR HEIGHTDI DROP INLET, DUCTILE IRONDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDIP DUCTILE IRON PIPEDISCH DISCHARGEDISP DISPENSERDIST DISTRIBUTIONDIV DIVISIONDL DEAD LOADDM DAMPER MOTORDMJ DOUBLE MECHANICAL JOINTDN DOWNDO DOOR OPENING, DISSOLVED OXYGENDPDT DOUBLE POLE DOUBLE THROWDR DRAIN

DS DOWNSPOUTDT DISTRIBUTION TRANSFORMERDV DRAIN VALVEDWG(S) DRAWING(S)DWL(S) DOWEL(S)

E EAST, ELECTRICALEA EACHEAT ENTERING AIR TEMPERATUREEC END CURVEECC ECCENTRICECC RED ECCENTRIC REDUCEREEW EMERGENCY EYEWASHEF EACH FACE, EXHAUST FANEFF EFFLUENT

EJ EXPANSION JOINTEL ELEVATIONELB ELBOWELEC ELECTRIC, (AL)ELEV ELEVATOREMER EMERGENCY

ENC ENCASEMENTENCL ENCLOSURE|ENT ENTRANCEEOL END OF LINEEPV ECCENTIC PLUG VALVEEQ EQUALEQUIP EQUIPMENT

EW EACH WAYEW EMERGENCY EYEWASHEWEF EACH WAY EACH FACEEXCH EXCHANGEREXH EXHAUSTEXIST EXISTINGEXP EXPANSION, EXPOSEDEXP JT EXPANSION JOINTEXT EXTENSION, EXTERIOR, EXTERNAL

F FANF TO F FACE TO FACEFB FACE BRICKFC FLEXIBLE CONNECTION, FLOW CONTROLFCA FLANGED COUPLING ADAPTERFD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER, FLOW ELEMENTFEC FIRE EXTINGUISHER CABINETFH FLAT HEAD, FIRE HYDRANTFHMS FLAT HEAD MACHINE SCREWFIG FIGUREFIN FINISHFIN GR FINISH GRADEFL FLOOR, FLOW LINEFLEX FLEXIBLEFLG FLANGE, FLASHING

FM FORCE MAIN

FO FUEL OILFOB FLAT ON BOTTOMFOM FACE OF MASONRYFOS FACE OF STUDSFOT FLAT ON TOP

FRP FIBERGLASS REINFORCED PLASTICFS FAR SIDE, FLOOR SLEEVE, FLOAT SWITCH

FT FOOT

FTH FIN TUBE HEATER

FURN FURNISH, FURNISHEDFV FLAP VALVE

FWP FINISHED WATER PUMP

G GASGA GAUGEGAL GALLONGALV GALVANIZEDGC/MS GAS CHROMATOGRAPH/MASS SPECTROMETER

GEN GENERAL, GENERATORGLV GLOBE VALVEGM GAS METER

GPM GALLONS PER MINUTE

GR GRADEGUH GAS UNIT HEATER

GWB GYPSUM WALLBOARDGYP GYPSUM

H HIGH, HOUR, HYDROGEN, HUMIDISTATHB HOSE BIBBHC HOLLOW CORE, HEATING COILHDR HEADERHE HEAT EXCHANGERHEX HEXAGONALHF HOSE FAUCETHGT HEIGHTHH HANDHOLEHLS HIGH LEVEL SWITCHHMC HARNESSED MECHANICAL COUPLINGHMD HOLLOW METAL DOORHMJ HARNESSED MECHANICAL JOINTHORIZ HORIZONTALHP HIGH POINT, HORSEPOWERHR HOUR, HANDRAILHS HIGH STRENGTHHV HOSE VALVEHVAC HEATING,VENTILATING AND AIR CONDITIONINGHW HOT WATERHWP HOT WATER PUMP

I INDICATORID INSIDE DIAMETERIF INSIDE FACEI/I CURRENT TO CURRENT BOOSTERIN INCHESINC INCORPORATEDINCL INCLUDINGINCR INCREASEINST INSTRUMENT, (ATION)INSUL INSULATE, (ED), (ING)INT INTERIOR, INTERNALINV INVERTIPS IRON PIPE SIZE

JAN JANITORJB JUNCTION BOXJF JOINT FILLERJT JOINT

K KIPSKIT KITCHENKO KNOCK OUTKS KITCHEN SINKKV KILOVOLTKVA KILOVOLT AMPEREKW KILOWATTKWH KILOWATT HOUR

L LOUVERLAB LABORATORYLAM LAMINATE(D)LAT LEAVING AIR TEMPERATURELAT LATERALLAV LAVATORYLB(S) POUNDSLG LENGTH, LONGLH LEFT HANDLIN LINEAL, LINEARLL LIVE LOADLO LOUVER OPENINGLS LEVEL SWITCHLT LEFT, LAB TABLE, LEVEL TRANSMITTER

MA MILLIAMPEREMACH MACHINEMAINT MAINTENANCEMAN MANUALMAS MASONRY

MAX MAXIMUMMB MACHINE BOLTMC MECHANICAL COUPLINGMCC MOTOR CONTROL CENTER

MECH MECHANICALMED MEDIUMMET METALMEZ MEZZANINEMFM MAGNETIC FLOWMETERMFR(S) MANUFACTURER(S)MG MILLION GALLONSMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUM, MINUTEMISC MISCELLANEOUSMJ MECHANICAL JOINTMJRG MECHANICAL JOINT RETAINER GLANDMJTR MECHANICAL JOINT WITH TIE RODMO MASONRY OPENING, MOTOR OPERATEDMRD METAL ROOF DECKMS MACHINE SCREWMSL MEAN SEA LEVELMTD MOUNTEDMTL MATERIALMTR MOTOR

N NORTHN/A NOT APPLICABLENC NORMALLY CLOSEDNEUT NEUTRALNF NEAR FACENO NORMALLY OPENNO.(S) NUMBER(S)NOM NOMINALNORM NORMALNPT NATIONAL PIPE THREADNPW NONPOTABLE WATERNS NEAR SIDENTS NOT TO SCALE

OC ON CENTER, ODOR CONTROLOD OUTSIDE DIAMETEROF OUTSIDE FACE, OVERFLOWOH OVERHEAD

OL OVERLOADOPER OPERATINGOPNG OPENINGOPP OPPOSITEOSL OUTSTANDING LEGOZ OUNCE

PC POINT OF CURVEPCC POINT OF COMPOUND CURVATUREPCCP PRESTRESSED CONCRETE CYLINDER PIPEPD PLAN DIMENSIONPE PLAIN ENDPG PRESSURE GAUGEPH PIPE HANGER, PENTHOUSEPI POINT OF INTERSECTIONPIVC POINT OF INTERSECTION ON VERTICAL CURVEPL PLATE

PLYWD PLYWOODPNL(S) PANEL(S)POLY POLYMERPOT POINT ON TANGENTPP POWER POLE

PR PAIRPROJ PROJECTIONPRS PRESSURE REDUCING STATIONPRV POWER ROOF VENTILATOR, PRESSURE REDUCING VALVEPS PIPE SUPPORTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINT, POINT OF TANGENCYPV PLUG VALVEPVC POLYVINYL CHLORIDE, POINT ON VERTICAL CURVEPVCP POLYVINYL CHLORIDE PIPEPVMT PAVEMENTPW POTABLE WATER

R RADIUS, RISERRAD REFRIGERANT AIR DRYER

RCP REINFORCED CONCRETE PIPERCCP REINFORCED CONCRETE CYLINDER PIPERCHEP REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPERD ROOF DRAIN, ROADRDL ROOF DRAIN LEADERRECEP RECEPTIONRECIRC RECIRCULATINGRECP RECEPTACLERED REDUCER, REDUCINGREG REGULATOR, REGULATINGREF REFERENCEREFR REFRIGERATION, REFRIGERATORREINF REINFORCINGREM REMOVABLEREQD REQUIREDRET RETURNREV REVISION, REVISED, REVERSEDRFG ROOFINGRG RETAINER GLANDRH ROOF HOOD, RIGHT HAND, ROUND HEAD, RED HEADRHMS ROUND HEAD MACHINE SCREWRHWS ROUND HEAD WOOD SCREW

RM ROOM, RAPID MIXERRO ROUGH OPENINGRPM REVOLUTIONS PER MINUTERS ROLLED STEELRT RIGHT

RV REGULATING VALVER/W RIGHT OF WAY

S SOUTH, SPEAKERSAN SWR SANITARY SEWER

SCHED SCHEDULE

SD STORM DRAIN, SOAP DISHSEC SECONDSECT SECTIONSER SK SERVICE SINK

SG SLUICE GATE, SUPPLY GRILLESH SHEETSHDT SODIUM HYPOCHLORITE DAY TANK

SHD SHOWER DOORSIM SIMILARSKL SKYLIGHT

SM SHEET METAL

SP SUMP PUMPSPA SPACING, SPACESSPEC(S) SPECIFICATION(S)SPLY SUPPLYSQ SQUARESR SUPPLY REGISTERSS STAINLESS STEELSS SANITARY SEWERSSK SERVICE SINK

ST SELF TAPPING, STORAGE TANKST SWR STORM SEWERSTA STATIONSTD STANDARDSTL STEELSTOR STORAGESTR STRUCTURAL

SUP SUPPLYSUSP SUSPENDEDSV SHUTOFF VALVE, SOLENOID VALVESW SWITCH, SLURRY WATER PIPESWBD SWITCHBOARDSWGR SWITCHGEARSWS SEAL WATER SOLENOIDSYM SYMMETRICALSYS SYSTEM

T THERMOSTAT, TREAD, TOTALIZERT TRANSFORMER, TELEPHONE, TOPTAN TANGENTTB TERMINAL BOXT&B TOP AND BOTTOM

TBE THREAD BOTH ENDSTBM TEMPORARY BENCHMARKTC TOWEL CABINET, TOP OF CURBTC TERMINAL CABINET

TEL TELESCOPINGTEMP TEMPERATURE, TEMPORARYTERM TERMINALT&G TONGUE & GROOVETH TEST HOLETHK THICK, THICKNESSTHR THRESHOLDTI TOTALIZING INDICATOR, TEMPERATURE INDICATORTIR TOTALIZING INDICATING RECORDERTOF TOP OF FOOTINGTOM TOP OF MASONRY

TOW TOP OF WALLTP TWISTED PAIR COUPLE, TOWEL PINTRANS TRANSFORMER, TRANSMITTER, TRANSFERTS TEMPERATURE SWITCHTV TELEVISIONTYP TYPICAL

UDM ULTRASONIC DENSITY METERUGND UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISE

UR URINALUSGS UNITED STATES GEOLOGICAL SURVEY

V VALVE, VOLT, VENTVAC VACUUMVAT VINYL ASBESTOS TILEVB VACUUM BREAKERVC VERTICAL CURVE, VICTAULIC COUPLINGVCD VERTICAL CONTROL DAMPERVCP VITRIFIED CLAY PIPEVERT VERTICALVF VACUUM FILTERVIB VIBRATIONVM VOLT METERVNR VENEERVV VENT VALVE

W WEST, WIDE, WINDOW, WATT, WATERW/ WITHWB WALLBOARDWC WATER CLOSETWD WOOD, WIDTHWF WALL FITTINGWH WALL HYDRANTWL WATER LEVELWM WATER METER, WATTMETERWO WINDOW OPENINGW/O WITHOUTWOM WOMENWP WATERPROOF, WORKING POINTWR WASTE RECEPTACLEWS WATERSTOPWT WEIGHT WW WETWELLWWF WELDED WIRE FABRIC

x BY,TIMES

YH YARD HYDRANT

& AND@ ATC/L CENTERLINE< DEFLECTION ANGLE# NUMBER% PER CENT

ACC AIR-COOLED CONDENSER

AFD ADJUSTABLE FREQUENCY DRIVE

AMST AQUA AMMONIA STORAGE TANK

AOF OIL REMOVAL FILTER

ARV AIR RELIEF VALVE

AVS AUTOMATIC VALVE STATIONAWB AIR WASH BLOWER

BLR BOILER

CD CEILING DIFFUSER, CONTROL DAMPERCCTV CLOSED CIRCUIT TELEVISION SECURITY SYSTEM

CDT CAUSTIC DAY TANK

CGDT COAGULANT DAY TANKCGMP COAGULANT METERING PUMPCGST COAGULANT STORAGE TANKCGTP COAGULANT TRANSFER PUMPCH CHAIN HOIST

CPAT COAGULANT-AID POLYMER AGING TANKCPB COAGULANT-AID POLYMER BLENDER

CPMP COAGLUANT-AID POLYMER METERING PUMPCPST COAGULANT-AID POLYMER STORAGE TANK

CSP CHEMICAL SUMP PUMPCST CAUSTIC STORAGE TANK

CTP CAUSTIC TRANSFER PUMP GV GATE VALVE

GD GAS DETECTOR

FWD FORWARD

FTP FLUORIDE TRANSFER PUMP

FTG FOOTING

FST FLUORIDE STORAGE TANK

FPAT FILTER-AID POLYMER AGING TANKFPB FILTER-AID POLYMER BLENDERFPMP FILTER-AID POLYMER METERING PUMPFPST FILTER-AID POLYMER STORAGE TANK

FMP FLUORIDE METERING PUMPFMX FLOCCULATOR

FDT FLUORIDE DAY TANK

EG ENGINE GENERATOR

EMH ELECTRIC MONORAIL HOIST

EV EVAPORATOREUH ELECTRIC UNIT HEATERET EXPANSION TANK

MCLU MOTOR CONTROL LINE UP

MAU MAKEUP AIR UNIT

HWY HIGHWAY

OHD OVERHEAD DOOR

PLC PROGRAMMABLE LOGIC CONTROL

PPTM POTASSIUM PERMANGANATE TANK MIXERPPMT POTASSIUM PERMANGANATE MIXING TANKPPMP POTASSIUM PERMANGANATE METERING PUMP

SMD SMOKE DETECTOR

SHMP SODIUM HYPOCHLORITE METERING PUMPSHST SODIUM HYPOCHLORITE STORAGE TANK

SHTP SODIUM HYPOCHLORITE TRANSFER TANKSIL SILENCERSMD SMOKE DETECTOR

SF SUPPLY FAN

SCS STONKUS VALVE CONTROL SYSTEM

SAP SAMPLE PUMP

RW RAW WATER

RTU ROOFTOP AC UNIT

RC RESIDUALS COLLECTOR

ZODT ZINC ORTHOPHOSPHATE DAY TANKZOMP ZINC ORTHOPHOSPHATE METERING PUMPZOST ZINC ORTHOPHOSPHATE STORAGE TANKZOTP ZINC ORTHOPHOSPHATE TRANSFER PUMP

WWST WASH WATER STORAGE TANKWWSP WASH WATER SUPPLY PUMP

UPS UNINTERRUPTIBLE POWER SUPPLY

TCP TEMPERATURE CONTROL PANEL

TBC TRAVELING BRIDGE CRANE

CFMH CHEMICAL FEED MANHOLE

FDMH FLOOD DRAIN MANHOLE

SLG SLIDE GATE

DRN DRAIN

SHT SHEET

SSMH SANITARY SEWER MANHOLE

TOS TOP OF STEEL, TOP OF SLAB

FW FINISHED WATER

NOTE:

THIS IS A GENERAL ABBREVIATION SHEET. SOMEABBREVIATIONS MAY NOT BE USED ON THIS SPECIFICPROJECT

CTR(S) CENTER(S)CU CUBIC, AIR-COOLED CONDENSERCU YD CUBIC YARDCV CHECK VALVECW COLD WATER, CONTACTOR BACKWASH WASTECWP COLD WATER PUMP

CFDB CHEMICAL FEED DUCT BANK

RJ RESTRAINED JOINT

COLW COOLING WATER

GOX GASEOUS OXYGEN

OZD OZONE OFF-GAS TO DESTRUCTOZN OZONE GASOZW OZONATED WATER

SUA SUPPLEMENTAL AIR

BRW BASIN RESIDUAL WASTE

FLW FILTERED WATER

FWT FINISHED WATER TRANSMISSION

CBP CONTACTOR BACKWASH PUMPCBS CONTACTOR BACKWASH SUPPLY

CE CONTACTOR EFFLUENT

COF CONTACTOR OVERFLOW

SLP SLURRY PUMP

SL SLURRY

I-B I-B

160' N/A 45'-0"

11 N/A 2

----

----

--

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

NA

NA

NA

NA

NA

NA

Table 601

Table 503

Table 503

45'-0"

LOWER LEVEL - GALLERY 42,020 18,044 60,064 +/-

14,007 18,044 32,088 +/-

N/A

1st F-2 29,868 37,500 N/A 54,750 109,500

-

GALLERY LEVEL 100 66 0.3 0.2 19.8 13.2 42 120

GALLERY LEVEL 2 3 300' 127'-0" 122'-0"88'-0"

BUILDING ELEMENT RATINGFIRESEPARATIONDISTANCE

REQ'D*DESIGN #

FORRATED

PENETRATION

DETAIL #AND

SHEET #PROVIDED

DESIGN #FOR

RATEDASSEMBLY

DESIGN #FOR

RATEDJOINTS

Party/Fire Wall SeparationT706.4

Occupancy Separation T508.4

Corridor Separation T1018.1

Tenant Separation S402.7.2

Smoke Barrier SeparationS710

Incidental Use SeparationT508.2.5

* Indicate section number permitting reduction

(W/____*REDUCTION)(FEET)

FIRE PROTECTION REQUIREMENTS (CONTINUED)

Mixed Occupancy:

+Allowable Area of Occupancy B

Actual Area of Occupancy B< 1

Actual Area of Occupancy A

Allowable Area of Occupancy A

= < 1.00

No Yes Separation:

Non-Separated Use (508.3)The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building.

Separated Use (508.4) - See below for area calculationsFor each story, the area of the occupancy shall be such that the sum of the ratios of theactual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

Hr. Exception:Incidental Use Separation (508.2.5)This separation is not exempt as a Non-Separated Use (see exceptions).

Special Provisions: 509.6509.5509.4509.3509.2 509.7 509.8 509.9

APPENDIX B2018 NORTH CAROLINA ADMINISTRATIVE CODE

2018 BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

2018 EDITION OF NC CODE FOR:

EXISTING:

CONSTRUCTED:

RENOVATED:

ORIGINAL USE(S) (Ch. 3):

CURRENT USE(S) (Ch. 3):

PROPOSED USE(S) (Ch. 3):

New Construction Addition Upfit

Alteration Repair RenovationReconstruction

FLOORGross Building Area:

EXISTING (SQ FT) SUB-TOTAL

Sprinklers:

Standpipes:

Fire District:

Building Height:

Construction Type:

NEW (SQ FT)

Flood Hazard Area:

I-A

I-B

II-A III-A

III-B

No Partial NFPA 13 NFPA 13R

No Yes (Primary)

No Yes Class I II III Wet Dry

(feet)

No

II-B

IV V-A

V-B

Yes NFPA 13D

Yes

(check all that apply)

BUILDING DATA

UPPER LEVEL - OPERATING

Occupancy:

Storage

Mercantile

Business

Institutional

S-1 Moderate

I-3 Use Condition

H-1 Detonate

I-1

Assembly

Parking Garage

S-2 Low

I-2

1

A-1

H-2 Deflagrate

A-2

H-3 Combust

I-3

2

High Piled

Open

A-3

H-4 Health

I-4

3 4

A-4

H-5 HPM

A-5

5

Repair GarageEnclosed

Educational

Factory F-1 Moderate F-2 Low

Hazardous

Residential R-1 R-2 R-3 R-4

Utility and Miscellaneous

OCCUPANCY INFORMATION

Accessory Occupancies:

Incidental Uses

Utility and Miscellaneous

Storage

Mercantile

Business

Institutional

S-1 Moderate

I-3 Use Condition

H-1 Detonate

I-1

Assembly

Parking Garage

S-2 Low

I-2

1

A-1

H-2 Deflagrate

A-2

H-3 Combust

I-3

2

High Piled

Open

A-3

H-4 Health

I-4

3 4

A-4

H-5 HPM

A-5

5

Repair GarageEnclosed

Educational

Factory F-1 Moderate F-2 Low

Hazardous

Residential R-1 R-2 R-3 R-4

(Table 508.2.5):

Special Uses: 407406405404403402

416415414413 421420419

408

417 418

412411409 410

422 423 424 425

427426

* Indicate section number permitting reduction

Floor ConstructionIncluding supporting beams and joists

Roof ConstructionIncluding supporting beams and joists

Shaft Enclosures - ExitS708.4

Shaft Enclosures - OtherS708.4

Nonbearing Walls andPartitionsExterior Walls (T602)

South

West

East

North

Interior walls and partitions

BUILDING ELEMENT RATINGFIRESEPARATIONDISTANCE

REQ'D*DESIGN #

FORRATED

PENETRATION

DETAIL #AND

SHEET #PROVIDED

DESIGN #FOR

RATEDASSEMBLY

DESIGN #FOR

RATEDJOINTS

Bearing Walls Exterior

(W/____*REDUCTION)(FEET)

Bearing Walls Interior

South

West

East

North

Structural Frame, including columns, girders, trusses

FIRE PROTECTION REQUIREMENTS

CODEREFERENCE

SHOWN ON PLANSINCREASE FOR SPRINKLERSALLOWABLE HEIGHT(TABLE 503)

Type of Construction

Building Height in Feet

Building Height in Stories Stories=

Feet= Feet=H + 20'

Type

Stories + 1=

Type

Stories=

Feet=

506.3

ALLOWABLE HEIGHT

s

s

f

1

2

3

4

5

Frontage area increases from Section 506.2 are computed thus:a. Perimeter which fronts a public way or open space having 20 feet minimum width = ____ft(F)b. Total Building Perimeter = ______ft(P)c. Ratio (F/P) = ______(F/P)d. W =Minimum width of public way = ____ft(W)e. Percent of frontage increase I = 100 [F/P -0.25]x W/30 = ____ (%)The sprinkler increase per Section 506.3 is as follows:a. Multi-story building I =200 percentb. Single story building I =300 percentUnlimited area applicable under conditions of Section 507.Maximum Building Area = total number of stories in the building x E (506.4).The maximum area of a open parking garage must comply with Table 406.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2.

STORYNO.

DESCRIPTIONAND USE

(A)BLDG AREAPER STORY

(B)TABLE 503

AREA

(C)AREA FORFRONTAGEINCREASE

(D)%

SPRINKLERINCREASE

(E)ALLOWABLE

AREA ORUNLIMITED

(F)MAXIMUMBUILDING

AREA(ACTUAL)

5

1 2 3 4

ALLOWABLE AREA

Emergency Lighting: S1006

Panic Hardware: S1008.1.10

Smoke Detection Systems: S907

Fire Alarm: S907, NFPA 72-07

Exit Signs: S1011

No

No

No

No

No

Yes

Yes

Yes

Yes

Yes

Partial

LIFE SAFETY SYSTEM REQUIREMENTS

FLOOR, ROOM ORSPACE DESIGNATION EGRESS

REQUIREDT1021.2

SHOWNON PLANS

MINIMUMNUMBER OF EXITS

TRAVEL DISTANCE

ALLOWABLETRAVEL

DISTANCE

ACTUALTRAVEL

DISTANCESHOWN ON

PLANS

ARRANGEMENT MEANS OF

REQUIREDDISTANCEBETWEEN

EXIT DOORS

ACTUALDISTANCESHOWN ON

PLANS

(SECTION 1015.2)

(TABLE 1016.1)

21,3

EXIT REQUIREMENTSNUMBER AND ARRANGEMENT OF EXITS

Life Safety Plan Sheet #:

LIFE SAFETY PLAN REQUIREMENTS

(a)

AREA

(b)

AREAPER

OCCUPANT

(c)

EGRESS WIDTHPER OCCUPANT

STAIR LEVEL

EXIT WIDTH

LEVELSTAIR

REQUIRED WIDTH ACTUAL WIDTHSHOWN ON PLANS

LEVELSTAIR

USE GROUPOR SPACE

DESCRIPTION

(a b)

CALCULATEDOCCUPANT

LOAD

2,3,4,5,6

sq. ft.(TABLE 1005.1)

(in)

(SECTION 1005.1)

(a b)x c

1 1

Corridor dead ends (Section 1018.4)

Buildings with single exits (Table 1021.2), Spaces with one means of egress (Table 1015.1)

Common Path of Travel (Section 1014.3)

1

2

3

7

OCCUPANT LOAD AND EXIT WIDTH

See Table 1004.1.1 to determine whether net or gross area is applicable.See definition "Area, Gross" and "Area, Net" (Section 1002)

Minimum stairway width (Sec 1009.1); min. corridor width (Section 1018.2);min door width (Sec 1008.1.1)

Minimum width of exit passageway (Section 1023.2)

See Section 1004.5 for converging exits.

The loss of 1 means of egress shall not reduce the available capacity to less than 50 percentof the total required (Section 1005.1)

Assembly occupancies (Section 1028)

Spaces within occupancies or use groups shall be calculated independently. (Ex. Lobbies, lounges, breakrooms, conference rooms.)

1

2

3

4

5

6

7

OCCUPANCY INFORMATION (CONTINUED)

//

X

X

X

X

X

X

A-20-003,A-20-004,A-20-005

6,515 SF

BUILDING: GAC CONTACTORS ADDITION

Electrical Scott L. CuttingFire Alarm: N/A -- --Plumbing: Michelle F. Roth 037687 rothmf@bv.com

Civil: Kyle Massey

Mechanical: Michelle F. Roth

--

Architect:BLACK & VEATCH ARCHITECTS, PLLC Dennis J. Trupka 10077 (913)458-3627 trupkadj@bv.com

Structural: Robert Zechmann zechmannr@bv.com

Other: -- -- --

Sprinkler-Standpipe: -- -- --

Retaining Walls >5': N/A -- --

SWEENEY WATER TREATMENT PLANT GAC CONTRACTORS ADDITION

WILLMINTON, NORTH CAROLINA 28112

GAC CONTRACTOR

-- -- --

WILLMINTON --

Name of Project:

Address:

Owned By:

Code Enforcement Jurisdiction: County

StatePrivate

City

Owner or Authorized Agent:

Zip Code:

Phone:

State

Proposed Use:

E-mail:

City/County

NAME LICENSE # TELEPHONE #FIRMDESIGNER E-MAIL

Lead Design Professional:

--(913)458-3077

(919)833-7152

-- -- -- -- -- ------ -- -- -- ----

132" ACCESS AISLE

REGULAR WITH 5'ACCESS AISLE

# OF ACCESSIBLE SPACES PROVIDEDTOTAL #

ACCESSIBLEPROVIDED

REQUIREDLOT OR PARKINGAREA

PROVIDED

TOTAL # OF PARKING SPACES

(SECTION 1106)

VAN SPACES WITH

8' ACCESS AISLE

ACCESSIBLE PARKING

TOTAL

DENNIS J. TRUPKA

B & VB & V

B & VB & VB & V

B & V

X

X

Note: Building is located on a with an existing building. Accessible facilities are located at admin portion.

--037687 rothmf@bv.com(913)458-3077

----

SEE CIVIL DRAWINGS FOR ACCESSIBLE PARKING LOCATIONS

B & VB & V

B & V

(704)510-8409(919)458-3856

(913)458-6481044322

03300642312

X

X

X

X

N/A

N/A

N/A

N/A

STRUCTURAL DESIGN: SEE STRUCTURAL DRAWINGS

ELECTRICAL DESIGN: SEE ELECTRICAL DRAWINGS

MECHANICAL DESIGN: SEE MECHANICAL DRAWINGS

ENERGY SUMMERY: SEE MECHANICAL DRAWINGS

masseyk@bv.comcuttingsl@bv.com

X

X

X

-- -- 92.152 +/-TOTAL

X

X

X

X

X

1st B 7,460 N/A

1st H-3 2,214 N/A

2nd F-2 8,040 N/A

H-3 5,107 N/A

H-4 860 N/A2nd2nd

1st H-4 2,478 N/A

37,50026,50037,500

37,50026,50037,500

17,25017,25012,19017,250

17,250

17,25012,190

54,75038,69054,750

54,750

54,75038,690

109,50077,380109,500

109,500

109,50077,380

PUMP ROOM LEVEL 2 2 300' 128'-0" 85'-0"50'-0"

CONTACTOR ROOM LEVEL 2 2 300' 128'-0" 106'-0"81'-0"

PUMP ROOM LEVEL 100 31 0.3 0.2 6.2 42 723,087 SF

CONTRACTOR ROOM LEVEL 100 60 0.3 0.2 18 12 84 545,972 SF

9.3

EXISTING/ NEW

EXISTINGEXISTINGEXISTINGEXISTING

1st F-2 18,044 N/A37,500 17,250 UNLIMITEDNEW

F-2 18,044 N/A2nd 37,500 17,250

EXISTINGEXISTINGEXISTING

NEW UNLIMITED

GALLERY LEVEL7,460/37,500+29,868/37,500+2,214/26,500+2,478/37,500+18,044/UL = 1.15

OPERATION FLOOR8,040/37,500+5,107/26,500+860/37,500+18.044/UL = .6

UNLIMITED

UNLIMITED

3-HR

N/A

PROJECT NO.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

1/20 1

SHEETOF

DESIGNED:

DETAILED:

CHECKED:

APPROVED:

DATE:

D400096

Blac

k &

Veat

ch A

rchi

tect

s, P

LLC

Nor

th C

arol

ina

Reg

iste

red

Arch

itect

ural

Cor

pora

tion

No.

520

6984

00 W

ard

Park

way

Kans

as C

ity, M

isso

uri 6

4114

REVISIONS AND RECORD OF ISSUE

NO.

BY

CHK

APP

DATE

400096

G-20-803

GE

TMB

-

-

02/08/19

PRELIMINARY-NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC UTILITY AUTHORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

GENERAL

GAC CONTACTOR FACILITY

NC STATE BUILDING CODE - APPENDIX B

POND

12" WATER OAK

16" SWEET GUM

12" SWEET GUM

27" LIVEOAK

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

14" SWEET GUM

24" LIVE OAK

17" SYCAMORE

28" SWEET GUM

20" TULIP POPLAR

18" LIVE OAK

14" WATER OAK

30" LIVE OAK

23" LIVE OAK 41" LIVE

OAK

18" LIVE OAK

9" LIVE OAK

32" LIVE OAK

28" LIVE OAK

30" LIVEOAK

18" SYCAMORE

14" SYCAMORE

14"SYCAMORE

14"SYCAMORE

48" LIVE OAK

18" BLACK CHERRY

14" LIVE OAK

9" LIVE OAK

12" RCP ST

4" CRAPEMYRTLE

XXXXXXXXXXX

X

X

X

X

XX

XX

X

30" WBW

20" FTW

42" FWT

42" FWT

12" D

12" EQFM

24" FWT

36" FWS

60" FWS

20" FTW

STORMWATERBASIN NO 5

XX

X

X

X

X

12" EQFM

ST

W

W

W

W

W

42" FWT

42" FWT

30" FWT

36" FWT

60" FWS

30" EDO

8" D

8" D

8" D

8" D

6" BRW

6"BRW

8" D

6" BRW

8" D

30" EDO

30" EDO

XX

X

X

ST

ST

6" D

20" FTW

30" WBW

ST12"

D30" EDO

30" EDO

24" D

INV OUT 10.17

20" FTW

30" WBW

30" EDO

8" D

ST

ST

6" BRW

8" D

60" ORW

CFDB 1-1

CFDB 1-3

CFDB 2-1

CFDB 3-1

CFDB 4-1

CFDB 4-2CFDB 4-2

CFDB 4-2

CFDB4-3

8" D

8" W

8" W

8" W

6" W

6" W

1.5" W

1.5" W

6" W

1 1/2" W

1.5" W

1 1/2" G

1 1/2" G

3/4" G

1 1/2" G

2" G

8" W

8" W

3" W

8" W

8" W

2" G

2" G

1.5" W

6" W

3" FM

3" FM

3" FM

3" FM

3" FM

3" FM

3" FM

1 1/2" G

8" W

4" DI SAN

CO

6" DI SAN

6" DI SAN

3" FM

3" FM

1" W

1" W

8" W

6" W

6" W

54" FLW

60" UVE

CA

CACA

CA

CA

EQUIPMENT PAD

DUMPSTERPAD

12" D

CO

3/4" W

3/4" W

x x

x

x

3/4" G

6" D

6" D

6" D

6" D

8" D

8" D

1" W

1" W

10" D

12" DIP

12" DIP

12" DIP

12" DIP

12" DIP

12" DIP

16" WL

16" WL16" WL16" WL

E

E

E

E

E

EE

E

E

E

EE

EE

EE

EE

EE

E

E

E

EE

EE

EE

E

E

EE

E EE

E

E

E

EE

EE

E

EE

E

E

EE

E E

EE

EE

EE

EE

EE

EE

EEEE

EE

EE

E

E

EE

E

E

E

E

EE

E

E

E

ST

ST

ST

ST ST

ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

STST

STST

ST

MH NO 10

ST

MHNO 11

HYD NO 6

ST

ST

ST

ST

18" RCP

ST15" RCP

ST

15" HDPE

15" HDPE

BASIN COMPLEX #1FFE 51.0

OZONECOMPLEX FFE 53.0

GRAVITYTHICKENERNO 1

GRAVITYTHICKENERNO 2

WASHWATERCLARIFIER NO 1

RESIDUALS PUMPINGSTATION FFE 16.25

4 MILLIONGALLON RESERVOIR

MAINTENANCEBUILDINGFFE 27.9

12 MILLIONGALLON RESERVOIR

NORTH PLANT FILTERS/CHEM FEED/ OPERATIONS/FINISHED WATER PUMPING/STAND-BY POWER FACILITIESFFE 30

RAW WATER METERVAULT NO 1

REUSEWETWELL

EQ BASINPS FFE 9.50

WASHWATERCLARIFIER NO 2

FINISHED WATERCHEMICAL FEEDVAULT NO2

FINISHED WATER PUMPINGSTATION FFE 27.0

FINISHED WATERMETER VAULT NO 2

WASHWATEREQUALIZATIONBASIN FFE 9.50

MH NO 4

MH NO 3

MH NO 2

CLARIFIERSPLITTER BOX

BASIN & FILTER COMPLEXFFE 52.0

UV FACILITYFFE 32.0

ADMINISRATION/MAINTENANCEFACILITY FFE 32.0

STORMWATERBASIN NO 2

STORMWATERBASIN NO 4

STORMWATERBASIN NO 3

STORMWATERBASIN NO 1

MH NO 1

FUEL STORAGETANK ABOVE GROUND

PARKINGAREA

CHEMICAL FEED/OPERATIONS BLDGADDITION FFE 32.0

xx

xx

xx

xx

xx

xx

xx

TEMP FLUORIDE FEEDSYSTEM

EQUIPMENT PAD

RAW WATER METERVAULT NO 2

RAW WATER METERVAULT NO 3

12" RCP

36"RCP

18"RCP

30"RCP

12"DIP

12"DIP

36"RCP

24"RCP

28"OAK 16"OAK

20"OAK

21"OAK

30/30"DBLLIVE OAK

28" LIVEOAK

24" LIVEOAK

25" LIVEOAK32" LIVEOAK

16/20/20"TPL LIVE OAK

14"PECAN

12"PECAN

20"GUM

24"GUM

4"MAG

4"MAG

5"MAG

4"MAG

4"MAG

8"OAK

E 2318100.00

E 2318600.00

E 2318100.00

E 2318600.00

E 2319100.00

N 186700.00 N 186700.00

N 186600.00N 186600.00

N 186500.00 N 186500.00

N 186400.00N 186400.00

N 186300.00 N 186300.00

N 186200.00N 186200.00

N 186100.00 N 186100.00

N 186000.00N 186000.00

N 185900.00 N 185900.00

N 185800.00N 185800.00

N 185700.00 N 185700.00

E 2317900.00

E 2317900.00

E 2318000.00

E 2318000.00

E 2318200.00

E 2318200.00

E 2318300.00

E 2318300.00

E 2318400.00

E 2318400.00

E 2318500.00

E 2318500.00

E 2318700.00

E 2318700.00

E 2318800.00

E 2318800.00

E 2318900.00

E 2319000.00

E 2318900.00

E 2319000.00

E 2319100.00

E 2319200.00

E 2319200.00

E 2317800.00

E 2317800.00

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC UTILITY AUTHORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Bla

ck &

V

ea

tch

In

te

rn

atio

na

l C

om

pa

ny

Bu

sin

ess L

ice

nse

N

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-0

79

4

10

71

5 D

avid

T

aylo

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rive

, S

uite

2

40

Ch

arlo

tte

, N

orth

C

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82

62

HORIZONTAL SCALE 1"=60'

30'60' 0 60' 120'

FD

7000

CIVIL

EXISTING OVERALL SITE PLAN

C-00-10113 -

400096

HPKKTH

MARCH 2019

C-01-101 - SITE PLAN - NORTH AREA - DEMOLITION

C-01-102 - SITE PLAN - SOUTH AREA - DEMOLITION

PARK AREA04805-002-001-000CITY OF WILMINGTONHINTON PARK (PUBLIC)

HARNETTS LANDING LLC04805-001-004-000

LI

KINDER MORGANTERMINALS INC

04117-001-003-000

IND

KINDER MORGANTERMINALS INC

04117-001-003-000

IND

POND

12" WATER OAK

16" SWEET GUM

12" SWEET GUM

27" LIVEOAK

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

14" SWEET GUM

24" LIVE OAK

17" SYCAMORE

28" SWEET GUM

20" TULIP POPLAR

18" LIVE OAK

14" WATER OAK

30" LIVE OAK

23" LIVE OAK 41" LIVE

OAK

18" LIVE OAK

9" LIVE OAK

32" LIVE OAK

28" LIVE OAK

30" LIVEOAK

18" SYCAMORE

14" SYCAMORE

14"SYCAMORE

14"SYCAMORE

48" LIVE OAK

18" BLACK CHERRY

14" LIVE OAK

9" LIVE OAK

12" RCP ST

4" CRAPEMYRTLE

XXXXXXXXXXX

X

X

X

X

XX

XX

X

30" WBW

20" FTW

42" FWT

42" FWT

12" D

12" EQFM

24" FWT

36" FWS

60" FWS

20" FTW

XX

X

X

X

X

12" EQFM

W

W

W

W

W

42" FWT

42" FWT

30" FWT

36" FWT

60" FWS

30" EDO

8" D

8" D

8" D

8" D

6" BRW

6"BRW

8" D

6" BRW

8" D

30" EDO

30" EDO

XX

X

X

6" D

20" FTW

30" WBW

30" EDO

30" EDO

24" D

INV OUT 10.17

20" FTW

30" WBW

30" EDO

8" D

ST

ST

6" BRW

8" D

60" ORW

CFDB 1-1

CFDB 1-3

CFDB 2-1

CFDB 3-1

CFDB 4-1

CFDB 4-2CFDB 4-2

CFDB 4-2

CFDB4-3

8" D

8" W

8" W

8" W

6" W

6" W

1.5" W

1.5" W

6" W

1 1/2" W

1 1/2" G

1 1/2" G

3/4" G

1 1/2" G

2" G

8" W

8" W

3" W

8" W

8" W

2" G

2" G

6" W

3" FM

3" FM

3" FM

3" FM

3" FM

3" FM

3" FM

1 1/2" G

8" W

4" DI SAN

CO

6" DI SAN

6" DI SAN

3" FM

3" FM

1" W

1" W

8" W

6" W

6" W

54" FLW

60" UVE

CA

CACA

CA

CA

12" D

CO

3/4" W

3/4" W

3/4" G

6" D

6" D

6" D

6" D

8" D

8" D

1" W

1" W

10" D

12" DIP

12" DIP

12" DIP

12" DIP

12" DIP

12" DIP

16" WL

16" WL16" WL16" WL

E

E

E

E

E

EE

E

E

E

EE

EE

EE

EE

EE

E

E

E

EE

EE

EE

E

E

EE

E EE

E

E

E

EE

EE

E

EE

E

E

EE

E E

EE

EE

EE

EE

EE

EE

EEEE

EE

EE

E

E

EE

E

E

E

E

EE

E

E

E

ST

ST

ST

ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

STST

STST

ST

MH NO 10

ST

MHNO 11

HYD NO 6

ST

ST

ST

ST

18" RCP

ST15" RCP

ST

15" HDPE

15" HDPE

BASIN COMPLEX #1FFE 51.0

OZONECOMPLEX FFE 53.0

GRAVITYTHICKENERNO 1

GRAVITYTHICKENERNO 2

WASHWATERCLARIFIER NO 1

RESIDUALS PUMPINGSTATION FFE 16.25

4 MILLIONGALLON RESERVOIR

MAINTENANCEBUILDINGFFE 27.9

12 MILLIONGALLON RESERVOIR

NORTH PLANT FILTERS/CHEM FEED/ OPERATIONS/FINISHED WATER PUMPING/STAND-BY POWER FACILITIESFFE 30

RAW WATER METERVAULT NO 1

REUSEWETWELL

EQ BASINPS FFE 9.50

WASHWATERCLARIFIER NO 2

FINISHED WATERCHEMICAL FEEDVAULT NO2

FINISHED WATER PUMPINGSTATION FFE 27.0

FINISHED WATERMETER VAULT NO 2

WASHWATEREQUALIZATIONBASIN FFE 9.50

MH NO 4

MH NO 3

MH NO 2

CLARIFIERSPLITTER BOX

BASIN & FILTER COMPLEXFFE 52.0

UV FACILITYFFE 32.0

ADMINISRATION/MAINTENANCEFACILITY FFE 32.0

STORMWATERBASIN NO 2

STORMWATERBASIN NO 4

STORMWATERBASIN NO 3

STORMWATERBASIN NO 1

MH NO 1

FUEL STORAGETANK ABOVE GROUND

PARKINGAREA

CHEMICAL FEED/OPERATIONS BLDGADDITION FFE 32.0

xx

xx

xx

xx

xx

xx

xx

TEMP FLUORIDE FEEDSYSTEM

EQUIPMENT PAD

RAW WATER METERVAULT NO 2

RAW WATER METERVAULT NO 3

12" RCP

36"RCP

18"RCP

30"RCP

12"DIP

12"DIP

36"RCP

24"RCP

28"OAK 16"OAK

20"OAK

21"OAK

30/30"DBLLIVE OAK

28" LIVEOAK

24" LIVEOAK

25" LIVEOAK32" LIVEOAK

16/20/20"TPL LIVE OAK

14"PECAN

12"PECAN

20"GUM

24"GUM

4"MAG

4"MAG

5"MAG

4"MAG

4"MAG

8"OAK

E 2318100.00

E 2318600.00

E 2318100.00

E 2318600.00

E 2319100.00

N 186700.00 N 186700.00

N 186600.00N 186600.00

N 186500.00 N 186500.00

N 186400.00N 186400.00

N 186300.00 N 186300.00

N 186200.00

N 186100.00

N 186000.00

N 185900.00

N 185800.00

N 185700.00

E 2317900.00

E 2317900.00

E 2318000.00

E 2318000.00

E 2318200.00

E 2318200.00

E 2318300.00

E 2318300.00

E 2318400.00

E 2318400.00

E 2318500.00

E 2318500.00

E 2318700.00

E 2318700.00

E 2318800.00

E 2318800.00

E 2318900.00

E 2319000.00

E 2318900.00

E 2319000.00

E 2319100.00

E 2317800.00

E 2317800.00

29

2930

30 31 3233 34

3132

33

31

29

293033

31

35

32

32

31

19

1814

181712

1819

1314

1516

19

19

1716 192015

x

xx

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE

FEA

R PU

BLIC

UTI

LITY

AUT

HORI

TYSWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Black &

V

eatch International C

om

pany

Bu

sin

ess L

ice

nse

N

o. F

-0

79

4

10

71

5 D

avid

T

aylo

r D

rive

, S

uite

2

40

Ch

arlo

tte

, N

orth

C

aro

lin

a 2

82

62

FD

70

00

CIVIL

OVERALL SITE PLAN

C-02-10116 -

400096

HPKKTH

MARCH 2019

HORIZONTAL SCALE 1"=60'

30'60' 0 60' 120'

C-02-102 - SITE PLAN - NORTH AREA - STAKING, GRADING, AND EROSION CONTROLC-02-103 - SITE PLAN - NORTH AREA - PARTIAL PIPING PLAN

C-02-104 - SITE PLAN - NORTH AREA - STAKING, GRADING, AND EROSION CONTROLC-02-105 - SITE PLAN - NORTH AREA - PARTIAL PIPING PLAN

CONTACTORFACILITY

SWB NO.4

SWB NO.6

50' SETBACK

STRUCTURE INFORMATION

PROPOSED STRUCTURES FOOTPRINT (SF) HEIGHT (FT)* # STORIES AREA PER FLOOR (SF)**

GAC CONTRACTOR FACILITY 18,843 56 2 18,352

EXISTING STRUCTURES FOOTPRINT (SF) HEIGHT (FT)* # STORIES AREA PER FLOOR (SF)**

EQUALIZATION PUMP STA 649 13.75 1 649

BASIN COMPLEX, ADMIN, UV 33,094 22.67 1 33,094

CHEMICAL FEED EXPANSION 4,503 30.88 2 2,144

FINISHED WATER PUMPING STA 2,417 24.00 1 2,417

RESIDUALS PS 2,715 134.00 1 2715

OZONE COMPLEX 7,089 2.67 2 1ST - 7,089; 2ND-4,752

NORTH FILTERS, CHEM FEED 15,002 37.33 2 1ST - 15,002; 2ND-12,386

MAINTENANCE BUILDING 4,042 20.00 1 4,042

SOUTH PLANT 38,562 22.00 1 38,562

4 MG RESERVOIR 37231 7.00 1 37,231

12 MG RESERVOIR 107,797 8.00 1 107,797

ADMIN 5,800 38.00 3 1ST-5,800; 2ND-5,700; 3RD-1,700

LIMITS OF DISTURBANCE

TOTAL = 2.13 ACRES

SITE INFORMATION

FLOOD ZONE X*

ZONING DISTRICT LI

REQUIRED PROPOSEDBUILDING SETBACKS 50 ft 175 ft

PROPERTY AREA N/A 12.43 AC

DRAINAGE AREA N/A 14.2 AC

PROJECT AREA (LOD) N/A 2.13 AC

SOILS N/A URBAN LAND

CAMA LAND USE URBAN URBAN

DELIVERY AREAS*** 3 4

IMPERVIOUS SURFACE IN DRAINAGE AREA

EXISTING 316,531 sf / 7.27 ACEXISTING 51.0%

POST DEVELOPMENT 340,023 sf / 7.81 ACPOST DEVELOPMENT 62%

CHANGE IN IMPERVIOUS SURFACE 23,492 sf / 0.54 ACCHANGE IN IMPERVIOUS SURFACE 4.3%

NEW IMPERVIOUS AREA 23,492 sf / 0.54 ACNEW IMPERVIOUS AREA 4.3%

STRUCTURE FOOTPRINT

EXISTING 259,378 sf / 5.95 ACEXISTING 47.9%

PROPOSED 18,843 sF / 0.43 ACPROPOSED 3.5%

PARKING SPACES** 56 56

HANDICAP SPACES 2 2

BUILDING SIZES:

NEW CONSTRUCTION FOOTPRINT (INCLUDING BASINS) 1.44 AC. MAXIMUM HEIGHT ABOVE GRADE OF CONSTRUCTION 56 FT. SEE STRUCTURE INFORMATION TABLE THIS SHEET.

PROPERTY OWNER: CAPE FEAR PUBLIC UTILITY AUTHORITYPIN:4117-001-001-000,4805-003-001-000,4117-001-004-000ADDRESS:1833 N. 5TH AVENUEZONING AND USE OF SURROUNDING AREA:LI, HI-INDUSTRIAL

NORTHEAST CAPE FEAR RIVER IS CLASSIFIED SC, SW

NO EXISTING OR PROPOSED THOROUGHFARES, BIKE ROUTES, PEDESTRIAN TRAILS, ORTRANSIT FACILITIES ARE AVAILABLE ON THE PROPERTY

*INFORMATION GATHERED FROM FEMA MAP PANEL DATED MARCH 4, 2019.

**CALCULATION BASED ON NON-RESIDENTIAL INDUSTRIAL USE OF SITE. REQUIREMENTSINCLUDE: 1 SPACE PER 1,000 SF MAXIMUM TO 1 SPACE PER 1,500 SF MINIMUM.PROPOSED BUILDINGS AND REMAINING EXISTING BUILDINGS (NOT INCLUDING 12 MG AND 4MG RESERVOIRS AND HOUSE) EQUAL 84,290 SF. THEREFORE, MAXIMUM REQUIRED = 84SPACES, AND MINIMUM REQUIRE = 56 SPACES.

***NUMBER OF REQUIRED DELIVERY LOADING AREAS BASED ON BUILDING AREA OF 50,000SF - 99,000 SF.

SURVEY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD SURVEY PERFORMED INFEBRUARY 2019, BY MICHAEL UNDERWOOD, PLS LICENSE NO. L-2962. PROPERTY LINESSHOWN ON THIS PLAN ARE FROM GIS DATABASES. NO FIELD RUN BOUNDARY SURVEY ISIMPLIED. HORIZONTAL CONTROL: COORDINATES ARE BASED ON NAD 83 (WITH SHIFT TOMATCH PREVIOUS SURVEY). VERTICAL CONTROL: COORDINATES ARE BASED ON NGVD 29.

* HEIGHT OF STRUCTURE ABOVE GROUND** GROSS FLOOR AREA INCLUDING FOOTPRINT AREAS OF BASINS AND FILTERS

PARK AREA04805-002-001-000CITY OF WILMINGTONHINTON PARK (PUBLIC)

HARNETTS LANDING LLC04805-001-004-000

LI

KINDER MORGANTERMINALS INC

04117-001-003-000

IND

KINDER MORGANTERMINALS INC

04117-001-003-000

IND

POND

12" WATER OAK

16" SWEET

12" SWEET GUM

27" LIVEOAK

14" SWEET GUM

24" LIVE OAK

17" SYCAMORE

28" SWEET GUM

20" TULIP POPLAR

18" LIVE OAK

30" LIVE OAK

23" LIVE OAK 41" LIVE

30" LIVEOAK

18" SYCAMORE

14" SYCAMORE

SYCAMORE

SYCAMORE

48" LIVE OAK

18" BLACK CHERRY

14" LIVE OAK

9" LIVE OAK

XXXXXXXXXXX

X

X

X

X

XX

XX

X

30" WBW

20" FTW

12" D

12" EQFM

36" FWS

60" FWS

20" FTW

X

X

X

X

X

X

12" EQFM

W

W

W

60" FWS

30" EDO

8" D

8" D

8" D

8" D

6" BRW

6"BRW

8" D

6" BRW

8" D

30" EDO

30" EDO

XX

XX

XX

X

XX

6" D

20" FTW

30" WBW

30" EDO

30" EDO

20" FTW

30" WBW

30" EDO

8" D

ST

ST

6" BRW

8" D

60" ORW

CFDB 1-1

CFDB 1-3

CFDB 2-1

CFDB 3-1

CFDB 4-1

CFDB 4-2CFDB 4-2

CFDB 4-2

CFDB4-3

8" D

8" W

8" W

8" W

6" W

6" W

1.5" W

1.5" W

6" W

1 1/2" W

1 1/2" G

1 1/2" G

3/4" G

1 1/2" G

3" W

8" W

2" G

6" W

3" FM

3" FM

3" FM

3" FM

3" FM

3" FM

3" FM

1 1/2" G

6" DI SAN

6" DI SAN

3" FM

3" FM

1" W

1" W

8" W

6" W

6" W

54" FLW

60" UVE

CA

CACA

CA

CA

12" D

CO

3/4" W

3/4" W

3/4" G

6" D

6" D

6" D

6" D

8" D

8" D

1" W

1" W

10" D

E

E

E

E

E

EE

E

E

E

EE

EE

EE

EE

E

EE

EE

EE

E EE

E

E

E

EE

EE

E

EE

E

E E

EE

EE

EE

E

E

EE

E

E

EE

E

E

E

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STST

MH NO 10

ST

ST

15" HDPE

BASIN COMPLEX #1FFE 51.0

OZONECOMPLEX FFE 53.0

GRAVITYTHICKENERNO 1

GRAVITYTHICKENERNO 2

WASHWATERCLARIFIER NO 1

RESIDUALS PUMPINGSTATION FFE 16.25

4 MILLIONGALLON RESERVOIR

MAINTENANCEBUILDINGFFE 27.9

NORTH PLANT FILTERS/CHEM FEED/ OPERATIONS/FINISHED WATER PUMPING/STAND-BY POWER FACILITIESFFE 30

RAW WATER METERVAULT NO 1

REUSEWETWELL

EQ BASINPS FFE 9.50

WASHWATERCLARIFIER NO 2

FINISHED WATERCHEMICAL FEEDVAULT NO2

FINISHED WATER PUMPINGSTATION FFE 27.0

WASHWATEREQUALIZATIONBASIN FFE 9.50

MH NO 4

MH NO 3

MH NO 2

CLARIFIERSPLITTER BOX

BASIN & FILTER COMPLEXFFE 52.0

UV FACILITYFFE 32.0

STORMWATERBASIN NO 2

STORMWATERBASIN NO 3

STORMWATERBASIN NO 1

MH NO 1

FUEL STORAGETANK ABOVE GROUND

CHEMICAL FEED/OPERATIONS BLDGADDITION FFE 32.0

xx

xx

xx

xx

xx

xx

xx

TEMP FLUORIDE FEEDSYSTEM

EQUIPMENT PAD

RAW WATER METERVAULT NO 2

RAW WATER METERVAULT NO 3

14"PECAN

24"GUM

4"MAG

5"MAG

E 2318100.00

E 2318600.00

E 2318200.00

E 2318300.00

E 2318400.00

E 2318500.00

E 2318700.00

E 2318800.00

30 31 3233 34

3233

29

30

33

35

32

32

31

P8P7

P5

P4P3

P6

P1 P2

P15

P16

x

xx

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC

UTILI

TY AUT

HORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Bla

ck &

V

ea

tch

In

te

rn

atio

na

l C

om

pa

ny

Bu

sin

ess L

ice

nse

N

o. F

-0

79

4

10

71

5 D

avid

T

aylo

r D

rive

, S

uite

2

40

Ch

arlo

tte

, N

orth

C

aro

lin

a 2

82

62

FD

7000

CIVIL

SITE PLAN -NORTH AREA

STAKING, GRADING, AND EROSION CONTROL

C-02-10217 -

400096

HPKKTH

MARCH 2019

HORIZONTAL SCALE 1"=30'

20'30' 0 30' 60'

MATCH LINE - FOR CONTINUATION SEE C-02-103

EL 32.0 TC

6" C&G (TYP)

EL 32.0 TC

EL 31.5 TC

EL 31.5 TC

EL 32.5 TC

6" C&G (TYP)

10" TRENCH GRATE@ EL 31.50

EL 32.0 TC

EL 32.5 TC

MH-3

MH-2

15" ST

15" ST

CONTACTORFACILITY

CONCRETEPAVEMENT

MH-1

10" TRENCH GRATE

MH-4

6' MH-5

MH-6

6" ST

EL 32.0 TC

KC-501

FIRE HYDRANTRELOCATION

IFC-506

CURB INLETFILTER

SWB NO.4 RAC-506

RIP RAPAPRON (TYP)

15" ST

N 186700.00

N 186600.00

N 186500.00

N 186400.00

N 186300.00

N 186200.00

R10'

R24'9'

17'

16'

32'

23'

46'

N 186284.44E 2318518.59

N 186317.30E 2318550.50

EC-504

4' CONCRETESIDEWALK

N 186418.04E 2318525.56

BC-504

CONCRETE CURB& GUTTER (TYP)

N 186515.56E 2318503.34

N 186565.99E 2318562.37

N 186239.11E 2318590.41

N 186241.74E 2318616.49

LIMITS OF DISTURBANCE (TYP)

N 186246.68E 2318366.91

CEC-506

CONSTRUCTIONENTRANCE (TYP)

SB4 STORMWATERBASIN

TPFC-505

TREE PROTECTIONFENCE (TYP)

SFC-506

SILT FENCE(TYP)

AC-502

CONCRETE PAVINGJOINT PLAN

IPC-506

BLOCK AND GRAVELINLET PROTECTION

C-02-402

18'

9'

ST-2

SD-1

DUMPSTER PAD RELOCATED(BY OTHERS)

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

4" CRAPEMYRTLE

32" LIVE OAK

28" LIVE OAK

12" RCP ST

4" CRAPEMYRTLE

42" FWT

42" FWT

24" FWT

36" FWS

X

XX

X

42" FWT

42" FWT

36" FWT

24" D

CFDB 3-1

1 1/2" G

1 1/2" G

3/4" G

2" G

8" W

8" W

3" W

8" W

8" W

2" G

2" G

8" W

4" DI SAN

CO

6" DI SAN

3" FM

3" FM

CO

3/4" G

12" DIP

12" DIP

12" DIP

12" DIP

12" DIP

16" WL

16" WL

EE

EE

E

E

E

E

EE

EE

E

E

EE

EE

EE

EE

EE

EE

EEEE

EE

E

E

ST

ST

ST

ST ST

ST

ST

ST

ST

ST

STST

STST

ST

MH NO 10

ST

MHNO 11

HYD NO 6

ST

ST

18" RCP

ST15" RCP

ST

15" HDPE

12 MILLIONGALLON RESERVOIR

UV FACILITYFFE 32.0

ADMINISRATION/MAINTENANCEFACILITY FFE 32.0

STORMWATERBASIN NO 4

PARKINGAREA

12" RCP

36"RCP

18"RCP

30"RCP

12"DIP

12"DIP

28"OAK 16"OAK

20"OAK

21"OAK

30/30"DBLLIVE OAK

28" LIVEOAK

24" LIVEOAK

25" LIVEOAK32" LIVEOAK

16/20/20"TPL LIVE OAK

8"OAK

E 2318600.00

E 2318200.00

E 2318300.00

E 2318400.00

E 2318500.00

E 2318700.00

E 2318800.00

E 2318900.00

E 2319000.00

29

2930

30

3132

33

31

29

29

30

33

31

14

1819

13

1716

1920

15

P9

P10

P12

P13

P14

P11

P20

P21

P18

P19

P17

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE

FEA

R PU

BLIC

UTI

LITY

AUT

HORI

TYSWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Black &

V

eatch International C

om

pany

Bu

sin

ess L

ice

nse

N

o. F

-0

79

4

10

71

5 D

avid

T

aylo

r D

rive

, S

uite

2

40

Ch

arlo

tte

, N

orth

C

aro

lin

a 2

82

62

NOTES:1. GROUT FILL OPENING IN EXIST MANHOLES, STORM DRAINS, AND

CATCH BASINS FROM DEMOLISHED PIPES. CORE DRILL OPENINGS FORNEW PIPES.

2. DEMOLISH ABANDONED CAPPED PIPES AROUND EXIST ABANDONEDMANHOLE AS NEEDED FOR NEW PIPE INSTALLATION.

HORIZONTAL SCALE 1"=30'

20'30' 0 30' 60'

FD

7000

CIVIL

SITE PLAN - SOUTH AREA

STAKING, GRADING, AND EROSION CONTROL

C-02-10318 -

400096

HPKKTH

MARCH 2019

MATCH LINE - FOR CONTINUATION SEE C-02-102

CONCRETEPAVEMENT

SWB NO.4

MH-7

18 X 28.5 RCP

MH-8

MH-9

6' MH-10

13.5 x 22 RCP

CB-1

EXIST CONCRETE SWALETO BE REGRADED

BOTTOM OF DITCH EL 34.0±

BOTTOM OF DITCH EL 33.0±

REMOVE AND REPLACE TREES ASNEEDED FOR CONSTRUCTIONOF PAVED DITCH, TYP

KC-504

PAVED DITCH

RAC-506

RIP RAPAPRON (TYP)

SWB NO.6

24" ST

TOC MATCH EXIST EL

N 186200.00

N 186100.00

N 186000.00

N 185900.00

N 185800.00

N 185700.00

18 X 28.5 RCP

18 X 28.5 RCP

18 X 28.5 RCP

N 186239.11E 2318590.41

N 186241.74E 2318616.49

8 SPACES

@ 9' =

72'

BC-504

CONCRETE CURB& GUTTER

24" ST

LIMITS OF DISTURBANCE (TYP)

N 186246.68E 2318366.91

N 186106.63E 2318379.19

12 SPACES @ 9' =

108'

SB4 STORMWATERBASIN

TPFC-505

TREE PROTECTIONFENCE (TYP)

SFC-506

SILT FENCE(TYP)

C-02-402

MC-504

GRAVEL DRIVE

IPC-506

BLOCK AND GRAVELINLET PROTECTION

SB6 STORMWATERBASINC-02-402

ST-2

ST-1

MH-11

SD-2

SD-3

NOTE 3

MH-14 (NOTE 1)

MH-12

MH-13

36" RCP 24" RCP

NOTE 1

4" CRAPEMYRTLE

32" LIVE OAK

28" LIVE OAK

30" EDO

8" W

8" W

8" W

12" DIP12" DIP

16" WL

EE

E

EE

EE

E

ST

ST

ST

HYD NO 6

ST

ST

UV FACILITYFFE 32.0

STORMWATERBASIN NO 4

29

2930

3031

3233

34

3132

3331

29

29

30

33

31

35

12" RCP ST

42" FWT

XX

XX

X

X

XW

W

24" D

INV OUT 10.17

2" G

ST

FINISHED WATERMETER VAULT NO 2

12" RCP

36"RCP

36"RCP

24"RCP

4"MAG

4"MAG

4"MAG

8"OAK

19

18

14

18

17

12

1819

13

14

15

16

19

19

1716

1920

15

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE

FEA

R PU

BLIC

UTI

LITY

AUT

HORI

TYSWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Black &

V

eatch International C

om

pany

Bu

sin

ess L

ice

nse

N

o. F

-0

79

4

10

71

5 D

avid

T

aylo

r D

rive

, S

uite

2

40

Ch

arlo

tte

, N

orth

C

aro

lin

a 2

82

62

FD

70

00

CIVIL

STORM WATER BASINS - PLANS AND DETAILS

C-02-40222 -

400096

HPKKTH

MARCH 2019

NOTES:1.BASIN SIDE SLOPES SHALL BE 3:1.REMOVE TEMPORARY LINE STOP AND CONNECT PIPING.

2.AN AUTOCAD FILE WITH STORM BASIN STAKING INFORMATION WILL BE PROVIDED DURINGCONSTRUCTION.

3.REFERENCE PIPE FITTING SCHEDULE ON C-02-401.

4.CORE DRILL OPENING IN CATCH BASIN FOR P8 AND PLUG NORTH PIPE OPENING WITHCONCRETE AND GROUT.

5.RELOCATED FH PER DETAIL K ON C-501.

PLAN - SWB NO.41"=20'

STORMWATERBASIN NO.4

STORMWATERBASIN NO.6

PLAN - SWB NO.61"=20'

SWB4 SWB6

1 SECTIONC-02-4021"=20' HORIZ

1"=20' VERT

2 SECTIONC-02-4021"=20' HORIZ

1"=20' VERT

34.4 @ CURB CUT

31.25 HWL

TOB 31.50

BOTTOM 29.0 TOB 31.50

32.22 SP18.0 TOB

TOP OF BERM 19.0

18.0 HWL

TOB 18.25

BOTTOM 12.0

TOP OF BERM 19.0

MINIMUM RIP RAP APRON REQUIRMENTS

OUTLET NO CLASS LENGTH (FT) WIDTH (FT) THICKNESS (IN)

BASIN 4 - ST-1 A 5 6 12

BASIN 4 - ST-2 A 5 6 12

BASIN 6 - ST-3 A 5 6 12

1C-02-402

1C-02-402

2C-02-402

2C-02-402

STORM BASIN TABLE

PRIMARY SPILLWAY SECONDARY SPILLWAY

BASIN ID BOTTOM AREA BOTTOM EL SPILLWAY AREASPILLWAY/WEIR ELSPILLWAY AREASPILLWAY/WEIR EL

4 9178.29 sq ft 29 RB* 31.25 RB 31.75

6 632.60 sq ft 12 RB* 18 125 sf 18.5

POND

XXXXXXXXXXX

X

X

X

X

XX

XX

X

XX

X

X

X

X

X

BASIN COMPLEX #1FFE 51.0

OZONECOMPLEX FFE 53.0

GRAVITYTHICKENERNO 1

GRAVITYTHICKENERNO 2

WASHWATERCLARIFIER NO 1

RESIDUALS PUMPINGSTATION FFE 16.25

4 MILLIONGALLON RESERVOIR

MAINTENANCEBUILDINGFFE 27.9

12 MILLIONGALLON RESERVOIR

NORTH PLANT FILTERS/CHEM FEED/ OPERATIONS/FINISHED WATER PUMPING/STAND-BY POWER FACILITIESFFE 30

RAW WATER METERVAULT NO 1

REUSEWETWELL

EQ BASINPS FFE 9.50

WASHWATERCLARIFIER NO 2

FINISHED WATERCHEMICAL FEEDVAULT NO2

FINISHED WATER PUMPINGSTATION FFE 27.0

FINISHED WATERMETER VAULT NO 2

WASHWATEREQUALIZATIONBASIN FFE 9.50

MH NO 4

MH NO 3

MH NO 2

CLARIFIERSPLITTER BOX

BASIN & FILTER COMPLEXFFE 52.0

UV FACILITYFFE 32.0

ADMINISRATION/MAINTENANCEFACILITY FFE 32.0

STORMWATERBASIN NO 4

STORMWATERBASIN NO 3

STORMWATERBASIN NO 1

MH NO 1

PARKINGAREA

CHEMICAL FEED/OPERATIONS BLDGADDITION FFE 32.0

xx

xx

xx

xx

xx

xx

RAW WATER METERVAULT NO 2

RAW WATER METERVAULT NO 3

WB-40 - Interm

ediate Semi-Traile

r

33

17.8

Max 46° Horiz

Max 10° Vert

23.5 4 2.5

3 12.5

WB-40 - Intermediate Semi-Trailer

Overall Length 45.499ft

Overall Width 8.000ft

Overall Body Height 13.500ft

Min Body Ground Clearance 1.334ft

Track Width 8.000ft

Lock-to-lock time 4.00s

Max Steering Angle (Virtual) 20.30°

D7000

PROJECT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEETOF

0 11/2

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

REVISIONS AND RECORD OF USE

NO.

BY

CHKAPP

DATE

PRELIMINARY - NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC UTILITY AUTHORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

Black &

V

eatch International C

om

pany

Bu

sin

ess L

ice

nse

N

o. F

-0

79

4

10

71

5 D

avid

T

aylo

r D

rive

, S

uite

2

40

Ch

arlo

tte

, N

orth

C

aro

lin

a 2

82

62

FD

70

00

CIVIL

FIGURE 1

FIG 1- -

400096

CGKTH

FEBRUARY 2019

HORIZONTAL SCALE 1"=60'

30'60' 0 60' 120'

COMNTACTORBUILDING

STORMWATERBASIN NO. 4

STORMWATERBASIN NO. 7

SAFE SIGHT

DISTANCE TO RIGHT

SAFE SIGHT

DISTANCE TO LEFT

SAFE SIGHT

DISTANCE TO RIGHT

SAFE SIGHT

DISTANCE TO LEFT

SAFE SIGHT

DISTANCE TO RIGHT

SAFE SIGHT

DISTANCE TO LEFT

VEHICLE DATA

UP

DN UP

H.9

G.7

E.6

7.1 6.3 2.7

D'

H'

H.6

G' G'

F' F'

E'

34.96

17'-4"

20'-0"

9'-8"

10'-4"

20'-0"

12'-8"

7'-3"

11'-6"

7'-3"

1'-4"

20'-0"

20'-0"

3'-2"

EL 47.00'

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

13'-0 1/2" 5'-9" 21'-3" 16'-10" 11'-2" 14'-0" 14'-0" 27'-2" 11'-2"

1.7 1

C.1

7.3

C'

K.9'

2.1

J'

MATCHLINE - FOR CONTINUATION SEE S-20-110

MATCHLINE - FOR CONTINUATION SEE S-20-109

160'-6"

133'-8 1/2"

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

EL 58.00'

EL 58.00'

0.5

L.2

ELECTRICALROOM LOADING

ROOM

BS PUMPING WETWELL

CI PUMPING WETWELL

K'

L'

CONTACTORNO.1

CONTACTORNO.2

CONTACTORNO.3

CONTACTORNO.4

CONTACTORNO.5

CONTACTORNO.6

CONTACTORNO.7

CONTACTORNO.8

Black & Veatch Co

rporation

Kan

sas City, M

issouri

PROJECT NO.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

1/20 1

SHEETOF

DESIGNED:

DETAILED:

CHECKED:

APPROVED:

DATE:

D400096

Bla

ck &

Vea

tch

Inte

rnat

iona

l Com

pany

Bus

ines

s Li

cens

e N

o. F

-079

410

715

Dav

id T

aylo

r D

rive,

Sui

te 2

40C

harlo

tte, N

orth

Car

olin

a 28

262

REVISIONS AND RECORD OF ISSUE

NO.

BY

CHK

APP

DATE

400096

S-20-103

CLG

JGC

02/08/19

PRELIMINARY-NOT FOR CONSTRUCTION

CAPE FEAR PUBLIC UTILITY AUTHORITY

SWEENEY WATER TREATMENT PLANT

GAC CONTACTORS ADDITION

STRUCTURAL

GAC CONTACTOR FACILITY

OVERALL OPERATING LEVEL PLAN

3/32" = 1'-0"

OVERALL OPERATING LEVEL - STRUCTURAL PLAN

3/32" = 1'-0"

10' 20'4'12' 8' 0'