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site plan revisionCOMMENTS 9/05/2014 w J W Qz U Z O U W ¢U W U ¢�W F U) Of �W > ¢i O g Y U O A SHEET NUMBER COVER SHEET 1 .F 92 t, 1' i INDEX /�/��J� F DRAWINGS - `�' PLAN /ELEVATION VIEW SYMBOLS / �ENI'IE CATION NUMBER TION SECTION /DETAIL TITLE scALE TITLE WHERE SECTION IS DRAWN _ SHEET NO. PLATE NO, TITLE SHEET NO, PLATE NO. TITLE l�T� / 1 CS001 COVER ARCHTECTURAL DRAWINGS (CONTINUED) 2 G1001 GENERAL INDEXAND ABBREVIATIONS 48 A-2131 NORTHAND SOUTH ELEVATIONS CIVIL DRAWINGS 49 A -202 EASTAND WEST ELEVATIONS / . DETAIL SYMBOLS 3 GD 10t DEMOLITION PLAN 50 A -203 BUILDING SECTIONS 4 GS -101 SITE PLAN 51 A-301 WALL SECTIONS / SECTION OR DETAIL IOENTIFICATIONNUMBER VIEW SECTION _'LATE NUMBER ON WHICH _ 501 1 1 SECTION OR DETAIL IS DRAWN A A501 SYFABOL WHERE DETAIL IS TAKEN 5 CG-101 RADING & DRAINAGE PLAN 52 A302 WALLS£CTIONS �/ % '' ;SECTION- ' 6 CG -20'1 STORM SEWER PLAN 53 A401 ENLARGED TOILET ROOM PLANS AND ELEVATIONS / 7 CG-301 STORM SEWER PROFILES 1 54 A-402 ENLARGED MEDICAL ROOM PLANS � � -' 8 CG-W2 STORM SEWER PROFILES 2 55 AAW MEDICAL EQUIPMENT SCHEDULE & LOADS FOR DESIGN i 9 CU 101 UTILITY NOTES 56 A-404 INTERIOR ELEVATIONS MOUNTING HEIGHTS / 90 Cu -i02 UPLTIY NOTES 57 A801 Ds�QRAND WINDOW SCr[EDULESSDETAILS ;- 11 CU-1 03 UTILITY NOTES 58 A-602 ROOM FINISH SCHEDULE & DETAILS � DETAIL TITLE SCALE AAA - 102.. PLATE NUMBERS ON WHICH A -105 SECTION OR DETAIL CONDITION IS TAKEN TITLE WHERE DETAIL IS DRAWN - �- � Jt j I $ 1. 9 a w w w 12 CU -104 UTILITY PLAN 59 A-601 A- 602..... ROOF DETAILS... DETAILS... , /� � � , -� 13 CU -105 UTILITY PLAN / / -' / 14 cE -001 EROSION CONTROL NOTES fit A 803 DETAILS / / / i % �/ 15 OE-_ 02 STORMWATER POLLLMON PREVENTION PLAN NOTES MECHANICAL DRAWINGS 16 CE- 003 EROSION, SEDIMENT, & POLLUTION CONTROL NOTES 62 M -001 HVAC GENERAL NOTES LEGENDS & ABBREVIATIONS 47 CIF-i 0 EROSION CONTROL NOTES & LEGEND 63 M-101 HVAC FLOOR PLAN i 1 —� ELEVATION IDENTIFICATION NUMBER A -201 PLATE NUMBER ON WHICH SECTION OR DETAIL IS DRAWN ELEVATION SYMBOL 18 CE -101 EROSION, SEDIMENT, & POLLUTION CONTROL PLAN {INITIAL PHASE) M -t02 HVAC ROOF PLAN 19 CE-402 EROSION, SEDIMENT, & POLLUTION CONTROL (FINAL PHASE) STS M-M HVAC OF -TAILS 20 C•501 SITE DETAILS 66 M-502 HVAC DETAILS / 21 c -542 MISCELLANEOUS DETAILS 67 WSM HVACSCHEOULES 22 C ^503 DUMPSTER ENCLOSURE DETAIL 68 MT.001 FNAC ALITOMATiG pNTROL LEi3END / / / / // 23 C -504 STORM DRAINAGE DETAILS 69 MI-002 DECCONTROL- GENERALNOTES, i ' / 24 C-$05 HARNETT COUNTY PUBWCUTILTIIES WATER DETAILS 70 MI -701 IIVACSEOUENCEOFOPERATIONN$ / / / i 25 C -508 HARNETT GOUMY PUBLIC 4,rTLTT?ES WATER METER DETAILS 71 Mi- i!(12 CONTROL °"'GSi6MATECS - HVAC EQUIPMENT i MATERIAL INDICATIONS 26 0-507 HARNETTG OUNTY PUBLIC UTILITIES WATER VAULT DETAILS 72 MI -703 CONTROL POINT SCHEDULE- EQUIPMENT % i// 27 C -508 HARNETFC4 Arw PUBLIC UTILITIES SANITARY SEWER DETAILS 1 PLUMBING DRAWINGS / X 28 C-5104 HARNETT COUNTY PUBLIC UTILITIES SANITARY SEWER DETAILS 2 73 P -001 PLUMBING GENERAL NOTES ,ANDABBREVTATIONS / � EARTH (ORIGINAL GRADE) � EARTH (COMPACTED FILL) 0 GRAVEL � CONCRETE MORTAR - CEMENT - PLASTER - STUCCO CONCRETE TE MASONRY UNITS C � (M.u., CONCRETE MASONRY UNITS(C.M.U., LARGE � SCALE SECTION) CONCRETE MASONRY UNITS OR HOLLOW TILE (SMALL SCALE - SECTION) I�i�,I.ai.IliAll+siilil METAL(ELEVATION) STEEL (CROSS SECTION) INSULATION (RIGID) INSULATION (LOOSE OR BATT) BRICK ® WOOD (BLOCKING) WOOD (FINISH) SHEET NAMING CONVENTION (Per AEC Standards v4.0) LAST 3 CHARACTERS USED FOR FLOOR PLANS ONLY S 1 O T 2 C LEI 1 LZONE(A,B,C,D,E) Y L L FLOOR (F,1,2,R) F'for FLOOR 2 DIGIT SEQUENTIAL # (1 -99) HEET TYPE DESIGNATOR 0- GENERAL (LEGEND, GENERAL NOTES) 1 PLANS 2- ELEVATIONS 3- SECTIONS 4 -LARGE SCALE VIEWS 5- DETAILS 6- SCHEDULES AND DIAGRAMS 7 - VARIES S- VARIES 9 -3p LIE DESIGNATOR PERSPECTIVES) 2DIGR DISCIPLINE DESIGNATOR (IF ONLY ONE LETTER IS USED, THE SECOND LETTER IS REPLACED WITH A DASH ' AS A PLACEHOLDER'° "` FOR DESIGNATORS, PLEA E AEC STANDARDS, INCLUDING DISCIPLINE DESIGNATORS, PLEASE VISIT: https: / /cadbim.usace.army.mil /CAD " ADDITIONAL, SUPERSEDING SAVANNAH AEC STANDARDS CAN BE FOUND AT: http:// en. sas .usace.army.mil /enweb /httproGUae/ manualsldesign /vo12ND12 aII.PDF - 20 0-510 EROSION, SEDIMENT, & POLLUTION CONTROL DETAILS 1 74 FAGI PLUMBING UNDERGROUND PLAN // � � 30 0-611 EROSION, SEDIMENT, & POLLUTION CONTROL DETAILS 2 75 P -102 PLUMBING FIRST FLOOR PLAN ' � � i �� / 31 C-512 F, ROSION, SEDIMENT, & POLLUTION CONTROL DETAILS 3 76 P -401 PLUMBING BUIL.DIIVt3 SECTIONS ' � �� 32 0-513 INFILTRATION POND DETAILS 777 P501 PLUMBING 3D VIEW A /� / i 33 C-e01 HYDROLOGY ANALYSES PRE-DEVELOPMENT 78 P-502 PLUMBING 3D VIEW .H � � � � om w S 8 w o _ w °w o -`7 LLLL wp / 34 0602 HYDROLOGY ANALYSIS POST-DEVELOPMENT 79 P60t PLUMBIN3SL29EF�tJLES / / 34A L-101 LANDSCAPE PLAN 84 P-602 PLUMBING SCHEDULES / / � 34B L•102 LANDSCAPE DETAILS ELECTRICAL DRAWINGS / � � � � � / / STRUCTURAL DRAWINGS 81 E-001 LEGEND AND ABBREVIATIONS 35 S-O(it GENERAL NOTES 82 ES141 ELEY"TRICAL SITE PLAN / �j-� 35 S-002 ENENALNtIiS E-101 LIGHTING PLAN 37 5.003 GENERAL NOTES 84 E -102 POWERPLAN j'� j i 38 S -k1 FOUDIDATIONpiAN 85 E-103 SY6TEMSPLP�,N / i' ,/ / / 39 5 -102 FRANTIC PLAN 86 E-501 LIGHTING & MEOHANIC AL SCHEDULES / / / d6 S'M1 POUNDATIaN DETAILS AN SECTIONS 87 E-502 DETAILS 41 S-302 CMIIANOSTANDRRGDETAILS 88 E.503 DETAILS 42 s'3 ROOF SECTIONS AND DETAILS E-504 DETAILS / , ARCHMC.TURALDRAWINGS 90 E-601 RISER DIAGRAMS 43 A-100 LIFE SAFETY AND WALL ASSEMBLY LECiENCI $1 E�2 PANELSCt�DUL£6 � I I ) 7 �Ex M A -701 FIRSTFLOpRPLAN 92 E-603 PANELSGHEDCJLES �/ / / / //� 45 A -142 FIRST FLOOR FURNITUREPLAN 46 A -103 FIRST FLOOR REFLECTED CEILING PLAN 47 A-104 ROOF PLAN -- - - STANDARD ABBREVIATIONS A CKT. CIRCUIT E.F. EXHAUST_FAN I--) L OL.OVERLOAD REG. T A.C.— AIR_CONDITIONED CL CENTERLINE E.F. EACH FACE OPNG _OPENING REINF._ REINFORCING COL._ CEILING EL ELEVATION H. HIGH LB.,# POUND OPP,_OppO51TE REQ. °REQUIRED T. TOILET A D._ AREA_DRAIN CL. CLOSET ELEC._ELECTRIC H.B. HOSE_BIBB CBS. POUND O.S.D. OPEN_SIGHT_DRAIN RED. RETURN T. TOP A.H.U_ AIR_HANDLING_UNIT C.M.U.— CONCRETE_MASONRY_UNIT— EQUIP._ EQUIPMENT H.C. HOLLOW _CORE LG. LONG R.G. RETURN-GRILLE TEL. — TELEPHONE ALT. ALTERNATE C.O. CLEAN _OUT E.W.C._ ELECTRIC_ WATER_ COOLER_ HT. HEIGHT L.P. LIGHTING-PANEL RM. ROOM TEMP-TEMPERATURE ALUM.—ALUMINUM COL. COLUMN EXH. EXHAUST H.M. HOLLOW_METAL LTG. LIGHTING P R.P.M.— REVOLUTION /MINUTE THK. THICKNESS AMP.,_A.- AMPERES CONC _CONCRETE EXP._JT. EXPANSION JOINT H.P. HORSE POWER THD. THRESHOLD A.D.— ACCESS-OPENING COND_CONDENSATE - - M P. PAPER TOIL. TOILET E.J. EXTERIORN_JOINT HR. HOUR APPROX. APPROXIMATELY CONN_CONNECTION M. MOTOR PART._PARTITION S TYP — TYPICAL ARCH._ARCHITECTURAL EXT. EXTERIOR HTG._HEATING PER. PERIMETER CONST _CONSTRUCTION EXIST._ EXISTING HTR. HEATER MAINT.— MAINTENANCE S. SUPPLY A.T. ASPHALT _TILE CONT.—CONTINUOUS MAX. MAXIMUM PLBGL._ PLATE A.T.C. ACOUSTIC_TILE_CEILING_ CONTR._JT.CONTRACTION_JOINT F M.D.P. MAIN_DISTRIBUTION PANEL PLBG.PLUMBING HW. — HEATING AND S. STEP V B C.S.C._ COLOR_SYMBOL_CODE FA RM HW. HARDWARE - - S.A. SUPPLY MECH. MECHANICAL PLYWD_PANEL V. VOLT C.T._ CERAMIC F.C. FLEXIBLE _CONNECTION_ HYD. HYDRANT PNL. PANEL SCH. SCHEDULE V.A.T._ VINYL_ASBHDTOS_TILE MTL._METAL SCHED. SCHEDULE SAL. BALANCE C.T.B.— CERAMIC_TILE_BASE F.D. FLOOR _ORAIN MIN. MINIMUM PRESS._PRESSURE VENT. VENTILATION BD. BOARD C._TO_C._CENTER_TO_CENTER F.E.C.— FIRE_ EXTINGUISHER_CABINET MISC. MISCELLANEOUS PSF POUNDS /SQUARE-FOOT SECT._SECTION VERT.VERTICAL BLDG. BUILDING FIN.— FINISH I SI POUNDSISQUARE_INCH SERI. SERVICE MO MASONRY_ OPENING SHT. —SHEET VTRVENT_THRU_ROOF BLK _ BLANK FL. FLOOR PSIG POUNDSISQUARE_INCH_GAGE I.D.— INSIDE_DIAME7ER M.O. M.T.— METAL - S.J. SLIP JOINT BM.—BEAM D FLR. FLOOR I,E._ MID. MOUNTED PT. POINT INVERT ELEVATION PT. PRESSURE TREATED SPEC._ SPECIFICATIONS ,^I BOT._BEARIN FT. FOOT,_FEET IN. INCHES" M7G. MOUNTING SQ. VY DIA. DETAIL PTO. PAINED BIG. BEARING DIA. DIAMETER FIG. °FOOTING INCAND._INCANDESCENT M.V. MECHANICAL_VENTILATION_ SF SQUARE_FEET W. WATT SRNG BEARING �+ INSUL._ INSULATION M.G.T._ MATT_GLAZE_TILE Q ST. STEEL B.T.U.H._ BRITISH_THERMO_UNITMOUR_ INT.— INTERIOR STOR.STORAGE' DIM._ DIFFUSER DIMENSION G WC W I HSCOATING C GA. GAGE QTR. ®QUARTER DISC._ DISCONNECT GAL. GALLON N CLAN. QUANTITY STRUC.--�STRUCTURAL WD. WOOD GALV._GALVANIZED STRUCT. STRUCTURAL D.J._ DUMMY_JOINT W.D._ WINDOW DIMENSION CAB. CABINET DN. DOWN G.F.E.— GOVERNMENT_ FURNISHED J N.A. NOT APPLICABLE SUSP._SWITCH ED WF WIDE FLANGE CAP.—CAPACITY N.I.C.— NOT_IN_CONTRACT SW. SWITCH DR. DRAIN EQUIPMENT R W.G.— WATER_GAGE C!B CIRCUIT_ BREAKER - J.B. JUNCTION_BOX NO.NUMBER WP.WEATHERPROOF 45. DOWNSPOUT GL.GLASS JCT-°JUNCTION R. RISER C.D. CEILING _DIFFUSER DWG.(S) _DRAWING(S) GND._GROUND JT. JOINT R.A.— RETURN-AIR WTI. WATER CEM. CEMENT W.W.F._ WELDED_WIRE_FABRIC CER.— CERAMIC GOVT_ GOVERNMENT O RD. ROUND G.P.H.— GALLONS/HOUR RD. ROUND C.F.M.— CUBIC FEETIMINUTE O.A.— OUTDOOR G.P. M._ GRILONS/MINUTE K RECD._RECESSED GGRILLE RECIRC._RECIRCULATING C.J. CIRCULATING O.C. ON_CENTER C.J. CHECKER_JOINT E.0 EACH Kw KILOVOLT_AMPERE O.D._ OVERHE _DIAMETER CK'D_CHECKERED E.C. EMPTY_CONDUIT G.W.B. ._ GYPSUM_WALL_BOARD KW KILOWATT OH. OVERHEAD RECP.RECEPTACLE GYP. GYPSUM W I--' Z LU U U Z J Q U C7 - Z Q LU o LU m O U H F LY X L O < W LL Q Z Y _ U Q aa 3 �' O 3: (A C7 Z LL O X W Z SHEET NUMBER .I G I OO 1 I SHEET 2 oc 92 I t, 1' i 31 IN: 3192' DOT. £ �I - N L O O £ Z �D NC7 � OI Ib OH 0 0o V £ £ MHS RIM: 337.17' ITC 319.00' OUT 318.89' £ DROP INLET-1 GRATE.• 329. IN: 320.92' OUT 320.86 IN� L� u v �N rn N IN N a C7 N 10.03' 1 N i I- I. I oL2 1 a 1 ,B.W -� i � s I 0 S N/F RAL OF RALEIGH, LLC PIN# 9594 -07- D8 2551, PG 410 10 pN MAP #2008, PG 799 CONCRETE OUMPSTER UN 01 s PAD WITH WOOD = O SCREENED FENCE G ON I = (SEE DETAILS 71/0 $ 050.9 1/ FOR RE=) OYA X O�� O :RETP x = x H — - -- ---- -- - - --- � ----- - - - - -- - 4 NEW MEDICAL OFFICE /PHARMACY &De' BUILDING A0 12,500 SF F.F.E. = 334.75 1 STANOARD DUTY ASPHALT PVMT �. pMAFTl -1 ,4.96' _ SIGNAL TRAFFIC BOXES SIGNAL 80x iRAFFiC N' ffi'00 I i 9100' SIGNAL £ - POLE j i� o 0 TRAFFIC SIGNAL ry p BOXES I H UT HOOD. 33'.85' R OUT 328.88' �1 Iii CENTENNIAL PARKWAY — RNV y 6 (MAP 2011, PG 548) 0 4 i OWN 1 019594 0029 01 PIN 9 9594 -17- 0517.000 IRON PIPE W/JK CAP #3 EIGH, L 7� v N: 547, 207.3616 £ a o ANDERSON CREEK COUNTY H HARNETT STATE N NORTH CAROLINA _ RAL OF RALEIGH, E (GROUND) O� ZONING CLASSIFICA DON C COMMERCIAL £ PINg 959< -0] -8640 oam O DROP ITS N 1 APPROX LOCATION O GRA 7E• 9.63 OUT 3 69 H No �d 1 155, PG 410 WATERSHED DIST'?: -: ^T N N/A �6J A SOB 1 1 RIM: - -- v — 31 IN: 3192' DOT. £ �I - N L O O £ Z �D NC7 � OI Ib OH 0 0o V £ £ MHS RIM: 337.17' ITC 319.00' OUT 318.89' £ DROP INLET-1 GRATE.• 329. IN: 320.92' OUT 320.86 IN� L� u v �N rn N IN N a C7 N 10.03' 1 N i I- I. I oL2 1 a 1 ,B.W -� i � s I 0 S N/F RAL OF RALEIGH, LLC PIN# 9594 -07- D8 2551, PG 410 10 pN MAP #2008, PG 799 CONCRETE OUMPSTER UN 01 s PAD WITH WOOD = O SCREENED FENCE G ON I = (SEE DETAILS 71/0 $ 050.9 1/ FOR RE=) OYA X O�� O :RETP x = x H — - -- ---- -- - - --- � ----- - - - - -- - 4 NEW MEDICAL OFFICE /PHARMACY &De' BUILDING A0 12,500 SF F.F.E. = 334.75 1 STANOARD DUTY ASPHALT PVMT �. pMAFTl -1 ,4.96' _ SIGNAL TRAFFIC BOXES SIGNAL 80x iRAFFiC N' ffi'00 I i 9100' SIGNAL £ - POLE j i� o 0 TRAFFIC SIGNAL ry p BOXES I H UT HOOD. 33'.85' R OUT 328.88' �1 Iii CENTENNIAL PARKWAY — RNV y 6 (MAP 2011, PG 548) 0 4 i I�-la PIG 0 019594 0029 01 PIN 9 9594 -17- 0517.000 IRON PIPE W/JK CAP #3 STANOARD DUTY ASPHALT PVMT �. pMAFTl -1 ,4.96' _ SIGNAL TRAFFIC BOXES SIGNAL 80x iRAFFiC N' ffi'00 I i 9100' SIGNAL £ - POLE j i� o 0 TRAFFIC SIGNAL ry p BOXES I H UT HOOD. 33'.85' R OUT 328.88' �1 Iii CENTENNIAL PARKWAY — RNV y 6 (MAP 2011, PG 548) 0 4 i I�-la PIG 0 019594 0029 01 PIN 9 9594 -17- 0517.000 IRON PIPE W/JK CAP #3 EIGH, L 7� v N: 547, 207.3616 TOWNSHIP A ANDERSON CREEK COUNTY H HARNETT STATE N NORTH CAROLINA _ RAL OF RALEIGH, E (GROUND) ZONING CLASSIFICA DON C COMMERCIAL PINg 959< -0] -8640 Ex. PVC 12' MAIN w w w APPROX LOCATION APPROX LOCATION O LAND USE CLASSIMCARON _ _ C COMPACT, M_ YED -'':+E _ 155, PG 410 WATERSHED DIST'?: -: ^T N N/A �6J A SOB 1 1 - -- v v 0 00' EC1R T 0 4 I S17EDATA i I�-la PIG 0 019594 0029 01 PIN 9 9594 -17- 0517.000 IRON PIPE W/JK CAP #3 EIGH, L 7� v N: 547, 207.3616 TOWNSHIP A ANDERSON CREEK COUNTY H HARNETT STATE N NORTH CAROLINA _ RAL OF RALEIGH, E (GROUND) ZONING CLASSIFICA DON C COMMERCIAL PINg 959< -0] -8640 Ex. PVC 12' MAIN w w w APPROX LOCATION APPROX LOCATION O LAND USE CLASSIMCARON _ _ C COMPACT, M_ YED -'':+E _ I S17EDATA 0 30' 0U" DB , PG 41 7NORL HFARE PLAN NOTATION NC 87 15 ON HARNETT COUNTY MAPJ�2008, PG 799 I THOROUGHFARE PLAN SCALE: 1" OSS ACREA 345 MORE OR LESS r N 100' ELECTR EASEMENT DIS -BED ACREAGE 345 MORE OR LESS_ S SHOWN ON M P 2011 P UPERWOUS A REAGE (PC "T CONSTF', CDO) 217 MORE OR LESS Z= A I A p MPERWOUS AREA X OF GROSS ACREAGE 62.9 % HOURS OF OPERA�,0N MCR, MON -SAT, , 4M -5PM i a m RETAIL: SUN SAT, BAM -IOPM o 6'CHAINLINK PARKING LOT MA E_RIAL AND SPACE TYPICAL STANPIRD DUTY ASPHALT TIP 9XI8" X X X X X X N2943'0 98.78' PARK:, "' REOL,RFD I P}fARMACY. 65 (PER DoD RET"JIREMENTQ' N29'43'03 E 476.28' PER MAP 2011, PG 548 (PER MAP 11, PG 548) `TAIL. 44 (1 PER 300 50 FT) - - - PARKIAG Pre'OVIDED PHARMACY..- 73 (111, LUDES 3 ACCESSIBLE) JA RETA.'s < <: _ -- -- ----- - - -- -- -------- �- - - -_ -- 54 (INCLUDES 2 ACCESSIBLE) XEPLANLEGEND - -------------- 1Q HANDICAP RAMP NPE'A'REQ'D (SEE DETAIL BIC -502) 1 I b }1 HANDICAP RAMP NPE'B'REQ'D (SEE DETAIL 5fl; -502) HANDICAP RAMP TYPE'C REO'D(SEE DETAIL 1010 -502) 4 WHITE PAINTED ARROW REDID(SEE DETAIL I IIC -502) 24, CURB &GUTTER RECO(SEE DETAIL I/C.502) c = CURBED FLUME REVD (SEE DETAIL 14/0501) D DETENTION DISCHARGE FLUME REDID (SEE DETAIL I C -504) HANDICAP PARKING ACCESS AISLE STRIPING REOD(SEE DETAIL 410502) O9 HANDICAP PARKING PAINT SYMBOL REO'D (SEE DETNLd1C -502) Et S I I Rj 10 HANDICAP PARKING SIGN REDID (SEE DETAIL 121G501) o F 1.50 �, i N m 11 HANDICAP PARKING SIGN WITH VAN ACCESSIBLE SIGN REO'D ( RAS) (SEE DETAIL I2IC -501) 12 PRECAST CONCRETE WHEELSTOPS(SEE DETAIL &C-502) 13 6 CONCRETE EDGE (SEE DETAIL 1570501) .1 y I i M A O O Z 14 R7 -1 (MUTCD) NO PARKING SIGN m �. -p `� XO PROPOSED NU6IBER OF PARKING STALLS ` PP �� FEMA MAP b 1 N � o N T s 5 O � NOTE: BASED ON GRAPHIC DETERM.VATION, NO PORTION OF r. THIS PROPERTY LIES IN A FEM.A. /FI.R.M. SPECIAL FLOOD t I � () HAZARD AREA PER COMMUNITY PANEL NUMBER 9584 OF MAP ® ® I NUMBER J710958400J DATED OCTOBER 3, 2006. T m o_ 1 u O � _ �. '.P • �✓l�L i 4t".�t ��x �iK�v1.. �` A t —� i�x ��1� ;4`�,�ll Il��t �' it 0 „ (PER MAP 20q, PG 548) O \ --CURB INLET 'N HOW 330.02'5' £ oo I�-la PIG 0 019594 0029 01 PIN 9 9594 -17- 0517.000 IRON PIPE W/JK CAP #3 EIGH, L 7� v N: 547, 207.3616 TOWNSHIP A ANDERSON CREEK COUNTY H HARNETT STATE N NORTH CAROLINA _ RAL OF RALEIGH, E (GROUND) ZONING CLASSIFICA DON C COMMERCIAL PINg 959< -0] -8640 Ex. PVC 12' MAIN w w w APPROX LOCATION APPROX LOCATION O LAND USE CLASSIMCARON _ _ C COMPACT, M_ YED -'':+E _ 155, PG 410 WATERSHED DIST'?: -: ^T N N/A �6J A SOB 1 1 - -- v v 0 00' EC1R T T � �i u O � _ �. '.P • �✓l�L i 4t".�t ��x �iK�v1.. �` A t —� i�x ��1� ;4`�,�ll Il��t �' it 0 „ (PER MAP 20q, PG 548) O \ --CURB INLET 'N HOW 330.02'5' BUFFERING REQUIREMENTS BUFFERING/STREETSCAPE REGULA77C +?✓S (PER HARNETT COC)'✓TY ZOTIING ORDINANCE); BUFFERS MILL BE INSTALLED ALONG THE SIDES OF THE LOT ABUT771VG THE CENTENN.AL PARKWAY AND NO 24187 / GHTS -OF -WAY PER HARNETT COUNTY ZU','NG ORDINANCE BUFFERS WILL BE "TYPE C' BASED ON GROUP 3 LAND USE CLASSIFICATION OF SUBJECT PROPERTY. IN EACH 10 BUFFER AREA: LARGE MATURING TRESS W[L E.. r PLANTED (STAGGERED) NO MORE THAN 30 FEET APART,' 5 LOW GROWTIG SHRUBS WILL BE PLA:''= FOR EVERY LARGE, MATURING TREE PLANTED; AND GROUND COVER (E- VERGREEN OR MULCH) WILL COVER THE BALA.'YCE OF THE BUFFER AREAS - MAINTE6 +ANCE OF BUFFET.: AIAINTEtd ANCE OF THE (TYPE C) BUFFERS ALONG CENTENTr AL PARKKAY AND NORTH CAROLINA HIGHWAY 87 WILL BE ThI�_ RESPONSIBILITY OF THE PROPERTY OWNER. EXISTING CURB & GUTTER EX_ PVC 12'MAN w w w w APPROX LOCATION EX/SDNG FIRE CONTACT INFORMATION ' OgM1 RIM: 334.38' 8'PFC OOypy_ OUT 324.75' _T I �a� I OWNER: EDT DEVELOPMENT CAVIL EDT, INC 1705 ENTERPRISE WAY, SUITE 200 ENGINEER: 4245 BALMORAL DP - - "VE, STE 303 MARIETTA, GA J0067 L- JNTStLLF AL 35801 CONTACT HASSA„ &:,VAA,, PE CONTACT.- MATTHEW GILLSPIE, PE 770 - 988 -0400 256- 883 -8496 ARCHITECT. EDT -THA, .'NC SURVEYOR: `OYNER KEENY 4245 BALMORAL DRIV, STE 303 104 GILLESPIE STREET H_UNTSWLLE, AL 35801 FAYETTEVILLE, NC 28307 CCNTACT. JENNIFER THOR VGTON, ALA CONTACT REX OWEN, PLS 256 - 883 -8496 910- 322 -6569 MILITARY OVERLAY ZG 'sE NOTE: TNS DEVELOPMENT .3 WITH •:"d THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRA "'.'NG ACTIVITIES. LOCAL AREA MAP WIN117MAP N. T. S. ASTERISK DENOTES LOCATION OF PROJECT 18811® HTAMP =o.oFEepIQ e ,c E - Nv < I- U Z ,T w U Z Q O r IU- LIJ w ' Z <w wur`4e' •» T4 U Z +r,.o O < 3 i I OWNER'S CONSENT j AS THE OWNER OF RECORD, I HEREBY FORMALLY COQ "dSENT TO 771E PROPOSED DE ELOPME''T SHC'V✓N ON THIS SITE FLAN AND ALL E REGULATIONS /V D REOULREMENTS OF THE HARNETT COUNTY ORDIN&,a ES. ( SHEET NUMBER OWNED, SIGNATURE DATE CS -101 1 1 SHEET 4 a 92 i ( £ oo I�-la ORIZONTAL & VERTICAL CONTROL a , IRON PIPE W/JK CAP #3 $�� 7� v N: 547, 207.3616 E. 1,991,026.2002 io ELEVARON: 332.41' _ (GROUND) EX PVC7Z' MAIN —w w w w w Ex. PVC 12' MAIN w w w APPROX LOCATION APPROX LOCATION O BUFFERING REQUIREMENTS BUFFERING/STREETSCAPE REGULA77C +?✓S (PER HARNETT COC)'✓TY ZOTIING ORDINANCE); BUFFERS MILL BE INSTALLED ALONG THE SIDES OF THE LOT ABUT771VG THE CENTENN.AL PARKWAY AND NO 24187 / GHTS -OF -WAY PER HARNETT COUNTY ZU','NG ORDINANCE BUFFERS WILL BE "TYPE C' BASED ON GROUP 3 LAND USE CLASSIFICATION OF SUBJECT PROPERTY. IN EACH 10 BUFFER AREA: LARGE MATURING TRESS W[L E.. r PLANTED (STAGGERED) NO MORE THAN 30 FEET APART,' 5 LOW GROWTIG SHRUBS WILL BE PLA:''= FOR EVERY LARGE, MATURING TREE PLANTED; AND GROUND COVER (E- VERGREEN OR MULCH) WILL COVER THE BALA.'YCE OF THE BUFFER AREAS - MAINTE6 +ANCE OF BUFFET.: AIAINTEtd ANCE OF THE (TYPE C) BUFFERS ALONG CENTENTr AL PARKKAY AND NORTH CAROLINA HIGHWAY 87 WILL BE ThI�_ RESPONSIBILITY OF THE PROPERTY OWNER. EXISTING CURB & GUTTER EX_ PVC 12'MAN w w w w APPROX LOCATION EX/SDNG FIRE CONTACT INFORMATION ' OgM1 RIM: 334.38' 8'PFC OOypy_ OUT 324.75' _T I �a� I OWNER: EDT DEVELOPMENT CAVIL EDT, INC 1705 ENTERPRISE WAY, SUITE 200 ENGINEER: 4245 BALMORAL DP - - "VE, STE 303 MARIETTA, GA J0067 L- JNTStLLF AL 35801 CONTACT HASSA„ &:,VAA,, PE CONTACT.- MATTHEW GILLSPIE, PE 770 - 988 -0400 256- 883 -8496 ARCHITECT. EDT -THA, .'NC SURVEYOR: `OYNER KEENY 4245 BALMORAL DRIV, STE 303 104 GILLESPIE STREET H_UNTSWLLE, AL 35801 FAYETTEVILLE, NC 28307 CCNTACT. JENNIFER THOR VGTON, ALA CONTACT REX OWEN, PLS 256 - 883 -8496 910- 322 -6569 MILITARY OVERLAY ZG 'sE NOTE: TNS DEVELOPMENT .3 WITH •:"d THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRA "'.'NG ACTIVITIES. LOCAL AREA MAP WIN117MAP N. T. S. ASTERISK DENOTES LOCATION OF PROJECT 18811® HTAMP =o.oFEepIQ e ,c E - Nv < I- U Z ,T w U Z Q O r IU- LIJ w ' Z <w wur`4e' •» T4 U Z +r,.o O < 3 i I OWNER'S CONSENT j AS THE OWNER OF RECORD, I HEREBY FORMALLY COQ "dSENT TO 771E PROPOSED DE ELOPME''T SHC'V✓N ON THIS SITE FLAN AND ALL E REGULATIONS /V D REOULREMENTS OF THE HARNETT COUNTY ORDIN&,a ES. ( SHEET NUMBER OWNED, SIGNATURE DATE CS -101 1 1 SHEET 4 a 92 i ( OWNER: EDT DEVELOPMENT CAVIL EDT, INC 1705 ENTERPRISE WAY, SUITE 200 ENGINEER: 4245 BALMORAL DP - - "VE, STE 303 MARIETTA, GA J0067 L- JNTStLLF AL 35801 CONTACT HASSA„ &:,VAA,, PE CONTACT.- MATTHEW GILLSPIE, PE 770 - 988 -0400 256- 883 -8496 ARCHITECT. EDT -THA, .'NC SURVEYOR: `OYNER KEENY 4245 BALMORAL DRIV, STE 303 104 GILLESPIE STREET H_UNTSWLLE, AL 35801 FAYETTEVILLE, NC 28307 CCNTACT. JENNIFER THOR VGTON, ALA CONTACT REX OWEN, PLS 256 - 883 -8496 910- 322 -6569 MILITARY OVERLAY ZG 'sE NOTE: TNS DEVELOPMENT .3 WITH •:"d THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRA "'.'NG ACTIVITIES. LOCAL AREA MAP WIN117MAP N. T. S. ASTERISK DENOTES LOCATION OF PROJECT 18811® HTAMP =o.oFEepIQ e ,c E - Nv < I- U Z ,T w U Z Q O r IU- LIJ w ' Z <w wur`4e' •» T4 U Z +r,.o O < 3 i I OWNER'S CONSENT j AS THE OWNER OF RECORD, I HEREBY FORMALLY COQ "dSENT TO 771E PROPOSED DE ELOPME''T SHC'V✓N ON THIS SITE FLAN AND ALL E REGULATIONS /V D REOULREMENTS OF THE HARNETT COUNTY ORDIN&,a ES. ( SHEET NUMBER OWNED, SIGNATURE DATE CS -101 1 1 SHEET 4 a 92 i ( MILITARY OVERLAY ZG 'sE NOTE: TNS DEVELOPMENT .3 WITH •:"d THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRA "'.'NG ACTIVITIES. LOCAL AREA MAP WIN117MAP N. T. S. ASTERISK DENOTES LOCATION OF PROJECT 18811® HTAMP =o.oFEepIQ e ,c E - Nv < I- U Z ,T w U Z Q O r IU- LIJ w ' Z <w wur`4e' •» T4 U Z +r,.o O < 3 i I OWNER'S CONSENT j AS THE OWNER OF RECORD, I HEREBY FORMALLY COQ "dSENT TO 771E PROPOSED DE ELOPME''T SHC'V✓N ON THIS SITE FLAN AND ALL E REGULATIONS /V D REOULREMENTS OF THE HARNETT COUNTY ORDIN&,a ES. ( SHEET NUMBER OWNED, SIGNATURE DATE CS -101 1 1 SHEET 4 a 92 i ( 1511 ml 31 m i 3 A i i s CENTENNIAL PARKWAY . . j.100 Rlw,->P!^!Buc (MAP 2011. PG 548) 7 �HOR/ZONTAL & VERTICAL CONTROL IRON PIPE W/JK CAP J3 N: 547,2073616 s E.' 1, 991, 026.2002 ELEVATION: 332.41' (GROUND) BUFFERING /S7REETSCAPE REGC� (PER HARNETT COUNTY ZONING ORDINANCE): BUFFERS 147LL BE INSTALLED ALONG THE SIDES OF THE LOT ABUTTING THE CENTENNIAL PARKWAY AND NO 24/87 RIGHTS -OF -WAY PER HARNETT COUNTY ZONING ORDINANCE. BUFFERS WILL BE "TYPE C" BASED ON GROUP 3 LAND USE CLASSIFICA77ON OF SUBJECT PROPERTY. IN EACH 10' BUFFER AREA: LARGE, MATURING TRESS WILL BE PLANTED (STAGGERED) NO MORE THAN 30 FEET APART,' 5 LOW - GROWING SHRUBS WILL BE PLANTED FOR EVERY LARGE, MATURING TREE PLANTED, AND GROUND COVER (EVERGREEN OR MULCH) MLL COVER THE BALANCE OF THE BUFFER AREAS. MAINTENANCE OF BUFFER,* MAINTENANCE OF THE (TYPE C) BUFFERS ALONG CENTENNIAL PARKWAY AND NORTH CAROLINA HIGHWAY 87 WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. WEDATA E)USTINGCURB a ' 7 PID 019594 0029 Of VICwYMAP PIN 9594 -17- 0517.000 ! TOIWSHIP ANDERSON CREEK 1 LOCAL ALFA MAP 44, m COUNTY HARNETT • Y. N. TS. STATE NORTH CAROLINA PROJECT S17E (APPROXIMATE) " ZONING CLASSIF1CA77ON COMMERCIAL LAND USE COMPACT,, MIXED -USE i + CONTACTINFaUTION �. WATER SHEDCD/SSIIICTAnON NIA wws� 60' ' OWNER: EDT DEVELOPMENT CIVIL EDT, INC ,; 4 ' ' ,� THOROUGHFARE PLAN NO7A77ON NC 87 15 ON HARNETT COUNTY pQ:F4 2 , 1705 ENTERPRISE WAY, SUITE 200 ENGINEER: 4245 BALMORAL DRIVE, STE 303 �` *'°' ✓ T. "o """*':: ,v ', .e ,its x THOROUGHFARE PLAN _ CONTACT: HASSAN ANVARI, PE CONTACT. MATTHEW GILLESPIE, PE bL, "tL 4 *. ,, ^� < z GROSS ACREAGE 3.45 MORE OR LESS t.,y Y7 "i D /STRUSED ACREAGE 3.45 MORE OR LESS IMPERVIOUS ACREAGE P057 CONSTRUCTION 2.17 MORE OR LESS IMPERVIOUS AREA X OU GROSS ACREAGE 62.9 X 2 4245 BALMORAL DRIV, STE 303 104 GILLESPIE STREET y 3 HOURS OF OPERA770N MOB: MON -SAT, 8AM -5PM Gt N• CONTACT.. JENNIFER THOR/NGTON, A!A CONTACT REX OWEN, PLS i OWN R' ON T. W RETAIL: SUN -SAT, 8AM -10PM y AS 7HE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO 7HE 256 -863 -8496 910- 322 -6569 h PROPOSED DEVELOPMENT SHOWN ON 7NlS SITE PLAN AND ALL PARKING LOT MATERIAL AND SPACE TYPICAL STANDARD DUTY ASPHALT, TYP 9'X18' Z REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. C ' SHEET NUMBER C PARKING REOUIRED PHARMACY.., 65 (PER Do0 REQUIREMENTS) ZONE, AND MAY BE7SUBJECT TOEMILIT Rl TRAINING ACTIVITIES. ,. OWNER SIGNATURE DATE CS -101 ❑ W RETAIL: 44 (1 PER 300 SO FT) ❑ m PARKING PROVIDED PHARMACY. 73 (INCLUDES 3 ACCESSIBLE) j RETAIL: 54 (INCLUDES 2 ACCESSIBLE) �� C - - - - -- ;- ME — - ( - O HANDICAP RAMP TYPE 'M RELYD (SEE DETAIL B/C -502) I HANDICAP RAMP TYPE 'B'REO'D (SEE DETAIL 9/C -502) ,p HANDICAP RAMP TYPE *C' RED'D(SEE DETAIL 10 /G502) ® WHITE PAINTED ARROW REO'D(SEE DETAIL I IIC -502) p t I SO 24' CURB B GUTTER REO'D (SEE DETAIL VC-502) t G [ i i O CURBED FLUME RECD (SEE DETAIL 14IC -501) O7 DETENTION DISCHARGE FLUME RED'D (SEE DETAIL 1(C -504) HANDICAP PARKING ACCESS AISLE STRIPING REDD(SEE DETAIL 4/G502) HANDICAP PARKING PAINT SYMBOL REO'D(SEE DETAIL GG50 j 10 HANDICAP PARKING SIGN REDD(SEE DETAIL 12JC501) HANDICAP PARKING SIGN WITH VAN ACCESSIBLE SIGN REVD (SEE DETAIL 1210501{ 1© PRE -CAST CONCRETE WHEEL STOPS (SEE DETAIL 6IC -502) I 13 CONCRETE EDGE (SEE DETAIL I5JC -501) R7- 1(MUTCD) NO PARKING SIGN �X PROPOSED NUMBER OF PARKING STALLS ALL FBW MHT N. L S. NOTE: BASED ON GRAPHIC DETERMINATION, NO PORTION OF THIS PROPERTY LIES IN A F.EM.A./F.I.R.M. SPECIAL FLOOD HAZARD AREA PER COMMUNITY PANEL NUMBER 9584 OF MAP I NUMBER 3710958400) DATED OCTOBER J 2006. i"'A.00 Nor.—srANDARDDU ASPHALTPVMT y W A i E)USTINGCURB a M S, GUTTER : } VICwYMAP ,., ASTERISK DENOTES LOCATION OF PROJECT LOCAL ALFA MAP 44, m N. TS. PROJECT S17E (APPROXIMATE) CONTACTINFaUTION �. ``a""ta,:n wws� OWNER: EDT DEVELOPMENT CIVIL EDT, INC ,; 4 ' ' ,� mpg 0 0- , 1705 ENTERPRISE WAY, SUITE 200 ENGINEER: 4245 BALMORAL DRIVE, STE 303 �` *'°' ✓ T. "o """*':: ,v ', .e ,its x MARIETTA, GA 30067 HUNTSV7LLE, AL 35801 Yt "^�w.'v:., ;,, "'�"" h> "• w CONTACT: HASSAN ANVARI, PE CONTACT. MATTHEW GILLESPIE, PE bL, "tL 4 *. ,, ^� < z fn 770 - 988 -0400 256 -883- 8496°"�r ARCHITECT: EDT -THA, INC SURVEYOR: JOYNER KEENY "L #� '°" P" =n' . ' � 0 Q 2 4245 BALMORAL DRIV, STE 303 104 GILLESPIE STREET y 3 C: HUNTSVILLE, AL 35801 FAYETTEWLLE, NC 28301 N• CONTACT.. JENNIFER THOR/NGTON, A!A CONTACT REX OWEN, PLS i OWN R' ON T. W y AS 7HE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO 7HE 256 -863 -8496 910- 322 -6569 h PROPOSED DEVELOPMENT SHOWN ON 7NlS SITE PLAN AND ALL Z REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. C SHEET NUMBER C MILITARY OVERLAY ZONE NOTE' ,.T " THIS DEVELOPMENT 147THIN ME MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE7SUBJECT TOEMILIT Rl TRAINING ACTIVITIES. ,. OWNER SIGNATURE DATE CS -101 ❑ W SHEET 4 . 92 ❑ m Nlo 0 iI' \� 9� s � �3�29r9fi3• N °� �I� I RIM: 331.17' IN, 3J 9.00' OUT, 318.89' K n s i oa 1 ' I j TRAFFlC t , + SIGNAL ryplBOXES 1 N N lu i g w °0. ll1 o$ Y� o N/F RAL OF RALEIGH, LLC PIN# 9594 -07 -8630 DB 2551, PG 410 oN MAP #2008, PG 799 oNL/ o I HOOD: 331.85' 333.50 OUT. 328.88' CENTENNIAL PARKWAY (MAP 2011, PG 548) HORIZONTAL & VER77CAL CONTROL IRON PIPE W/JK CAP r#3 N: 547, 207.3616 E. 1, 991, 026.2002 ELEVA RON: 332.41' (GROUND) F PVC12' MAIN — w w w w APPROX LOCATION III o t'a 21j� 1NO� q1t EX. PVC 12- MAIN w w w -- MIFF ----- w w- APPROX LOCATION O N/F RAL OF RALEIGH, LLC PIN# 9594 -07 -8540 DB 2551, PG 410 MAP #2008, PG 799 - x x - - x PER MAP 2011, PG 548 - - x --I w N2,9 43'0 ER h P 90.78/" 11, RG 248) - _ - / \ 10 333 - - -� \\ 3334..ao i 1 1 I (I I eOC , ,334' 339.00 5 I/ / / O a m ro a m C) �Of 0 0 z O) C) O 0 30' tip' !=.,ALE 1' _ 2. Mna I SS RIM: 334.38' ePyO GOyyyS GUT. 324.75 = � NOT LOOA�j.v I oAs;; STORM WATER DETENTION MAINTENANCE ACTIVITIES STORM WATER INFILTRATION BASINS SHALL BE INSPECTED AND MAINTAINED BY THE PROPERTY OWNER AT LEAST TWICE A YEAR. LISTED BELOW ARE OWNER'S MAINTENANCE RESPONSIBILITIES: MONTHLY + CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES Ex PVC IT MAIN • MOW EMBANKMENTS AND SIDE SLOPES. w APPROX LOCATION w EX/51lNG f7RE N T RaMr ANNUALLY • INSPECT FOR DAMAGE, PAYING PARTICULAR ATTENTION TO THE CONTROL STRUCTURES. • CHECK FOR SIGNS OF POOR INFILTRATION CONDITIONS. • NOTE SIGNS OF HYDROCARBON BUILD -UP, AND REMOVE APPROPRIATELY. • MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND ANY UPSREAM CATCH BASINS. • EXAMINE TO ENSURE THAT INLET AND OUTLET DEVICES ARE FREE OF DEBRIS AND OPERATIONAL. • CHECK ALL INFILTRATION BASIN DRAINAGE STRUCTURES. AS NEEDED • REPAIR UNDERCUT OR ERODED AREAS. 10 TO 20 YEARS OR AFTER 25% OF THE DETENTION VOLUME HAS BEEN LOST • MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE BASIN VOLUME HAS BECOME REDUCED SIGNIFICANTLY. �as� ®erAxr � uuNrr Ui SN CARp �i� 3a bA �ESBj• i L JJ�11�Iy ZQ ' J Z w U o vz U W ¢> Q o 21, Z Q mogc of Lu o6 Y¢ z g <= Z OU g 0 3 R (D SHEET NUMBER CG -101 SHEET 5 � 92 PEI BI �'I IN, 319.2z2' I --' I m N (IB SIR IB WEIR BOX / N L. //I � /i; // NIo � 7LT till 1 w 6'x la' ORIFICE: 330.75 N 547479.99 i B"X 30' ORIFICE: 331.75 1� 11 }} I I LE OUT (S): 327. W 4 0 Go. 83 % -1 \ I 0.0130 �o� � 12 Ai oa DROP 1 CRATE: T .6 3' CIRCULAR !n No 0.0130 OUT. 32.69' £ a �'I I 142.56 £ N u' 1 &000 - MHS 3 .80 1 N 'RIM: 2AI BASIN -1 IN, 319.2z2' I --' OUT.• 31.22' m N (IB SIR IB WEIR BOX / N L. //I � /i; // IIIil1 , 7LT STR a AI 1 w 6'x la' ORIFICE: 330.75 N 547479.99 i B"X 30' ORIFICE: 331.75 1� 11 }} I I LE OUT (S): 327. W 4 0 Go. 83 % -1 \ z 0.0130 I X11 1.21 12 Ai BASIN -4 C 0.7600 CIRCULAR 1 &000 0.0130 2.08 £ ) TOP: 333.30 142.56 OZ -7:M- - OH N u' 1 &000 0.0130 ° do I I I I 2AI BASIN -1 ' V I ti C CONNECT NEW 18' RCP INTO EXISTING _ DROP INLET I.E. IN: 325.00 I) 1 ' 2.39 2.37 4AI BASIN- STR -1 65.00 STR 11 AI N: 547348.59 E: 1990589.50 a £ TOP: 332.75 Zl m DIIT (N):329.06 ,�Q• /] II.E. I 118 ,334' (I \ I I 1 I I /v r a "� SAI 4AI MHS 1 CIRCULAR L7 R/M.� 331.17' ro �x 0.67 9AI IN: 319.00' 70.00 12900 CIRCULAR 318.89OUT.- I 1.12 234 BASIN -2 (STR -14) I 3100 1.5600 mn ) P. £ DROP INLET GRA 7E.• 32R 1' IN: 320.92' \ / Our 320.85 £ aTRA TRAFFIC SIG 80) BOX U SS1 t' m B F IGNAL £ I POLE I 111 � O N _ O Irya n rJ �Nt I £ I NIF RAL OF RALEIGH, LLC PIN# 9594 -07 -8630 OB 2551, PG 410 oN MAP #2008, PG 799 oN 5l or x oN� I ) I / i J I �r 332_ AC I --' CURB INLET ' E: 1891005.15 H000 333 6 HOOD. JJ1 m N (IB SIR IB WEIR BOX F.F.E. = 334.75 Peak Flow (ds) //I � /i; // IIIil1 , TOP: 332.75 STR a AI 1 w 6'x la' ORIFICE: 330.75 N 547479.99 i B"X 30' ORIFICE: 331.75 1� 11 }} I I LE OUT (S): 327. W 4 TOP: 332.75 I.E. DDT IN): 330:0 Go. 83 % -1 \ 15.000 0.0130 1.26 1.21 12 Ai BASIN -4 INV: 331.20 0.7600 CIRCULAR 1 &000 0.0130 2.08 i 16WEIRSOX TOP: 333.30 142.56 Tr CIRCULAR 1 &000 0.0130 3.64 0 2AI BASIN -1 138.00 0.5000 CIRCULAR C CONNECT NEW 18' RCP INTO EXISTING _ DROP INLET I.E. IN: 325.00 I) 1 ' 0 S 0 2 O X II I X X STR 13 HEADWALL •�•• •••- -. - -.- N: 547409.54 E: 1999951.79 JFFICE / PHARMACY I.E. IN (3): 328.50 BUILDING --' CURB INLET ' E: 1891005.15 H000 333 6 HOOD. JJ1 12,500 SF N (IB SIR IB WEIR BOX F.F.E. = 334.75 Peak Flow (ds) N: 547372.71 E: 1990928.35 L� , TOP: 332.75 STR a AI CENTENNIAL PARKWAY 6'x la' ORIFICE: 330.75 N 547479.99 i B"X 30' ORIFICE: 331.75 E'198'.14.75 1-F12'HOP LE OUT (S): 327. W 4 TOP: 332.75 I.E. DDT IN): 330:0 Go. 83 % -1 \ STIR 10 HEADWALL TOP: 330.44 »� N: 647374.05 „ E: 1990939.35 7 1 _. l an 9" SCH MIN. ) / I ' I 04.0 %MIN. I \ / 1 II''ll'I�.\\� / / / / //J - - a- - -I-- - -I -I- --I- N/F RAL OF RALEIGH, LLC PIN# 9594 -07 -8640 DB 2551, PG 410 i i MAP #2008, PG 799 I \ 100' ELECTR EASEMENT o e" SHOWN ON M P 201 PG 548 STR 18 HEADWALL C z I a 0 N: 547581.14 z IE: 1990903.57 \ X n TOP: 330.94 O - - O LE. IN (NE): 329.00 6'CHAINLINK +,Ilr'lll N29�7'4XOJ"E x x x x -� w N299j 43'0 9q. 78 j 476;28' PER MAP 2011, PG 548 - ER Pa P 11, FIG 248) to = TRAFFIC 1 N: 57347.75 O `� R B INLET -SIGNAL BOXES 711 v CURB INLET ' E: 1891005.15 H000 333 6 HOOD. JJ1 e N (IB . TOP: 332.55 OUT: 028.88' I.E. OUT (W): 32B.40 o OUT J30. 02' I Peak Flow (ds) (GROUND) SIR 17 HEADWALL \ N: 547587.88 ,N , 333 - - E: 1990953.55 O \ JIB / / �. I fib CENTENNIAL PARKWAY 1 0.0130 i (100' R/W - PUBLIC) _ \ } } I r7� ( I (MAP 2011, PG 548) T s LHORIZONTAL & VER77CAL CONTROL I Ilu I _ 1'A I DO{yryS AM = Nor LO -21 EX. PVC 12' MAI EX PVC 12' MAIN IN w W- w - w APPROX. LOCATION o APPROX. LOCATION EXISBNG FIRE uma4Nr STORM SEWER PIPE SUMMARY TABLE (10 -YEAR, 24HR STORM EVENT) IRON PIPE W/JK CAP 43 711 v N. 547,207.3616 e E. 1,991,026.2002 zo ELEVATION: 332.41' Peak Flow (ds) (GROUND) SIR 17 HEADWALL \ N: 547587.88 ,N , 333 - - E: 1990953.55 O \ IX PVC12 MAIN - w w w w APPROX. LOCATION I Ilu I _ 1'A I DO{yryS AM = Nor LO -21 EX. PVC 12' MAI EX PVC 12' MAIN IN w W- w - w APPROX. LOCATION o APPROX. LOCATION EXISBNG FIRE uma4Nr STORM SEWER PIPE SUMMARY TABLE (10 -YEAR, 24HR STORM EVENT) From(Inlet) Node To (outlet) Node Length (ft) Average Slope (% Pipe Shape Pipe Diameter or Height (inches) Manning's Roughness Peak Flow (ds) Max Flow Velocity (ft/sec) SIR 17 HEADWALL \ N: 547587.88 ,N , 333 - - E: 1990953.55 O \ \ / \ / / �. I 0.8300 DETENTION 1 0.0130 TOP: 331.44 I.E. OUT (SW): 329.50 , N L71 \ } } I r7� ( I 73.00 DISCHARGE FLUME (SEE DETAIL) CIRCULAR 15.000 0.0130 1.26 1.21 12 Ai BASIN -4 INV: 331.20 0.7600 CIRCULAR 1 &000 0.0130 2.08 254 16WEIRSOX TOP: 333.30 142.56 1.4000 CIRCULAR 1 &000 0.0130 3.64 0 2AI BASIN -1 138.00 0.5000 CIRCULAR 18.000 0.0130 2.39 2.37 4AI BASIN- STR -1 65.00 N:: 547W.84WALL / J CIRCULAR 11 I )� \ \X334 - -� / T r \ l I m 6-AI BASIN- STR -1 60.00 E: 1991034.98 ( LE. IN (S): 328.50 . , ,334' (I \ I I 1 I I I 0) r a "� SAI 4AI 83.00 0.4000 CIRCULAR I Iv ro �x 0.67 9AI BASIN -4 70.00 12900 CIRCULAR 15.000 0.0130 1.12 234 BASIN -2 (STR -14) BASIN -4 3100 1.5600 CIRCULAR am 0.0130 2.81 159 BASIN -3 (STR -17) BASIN -2 STR -14 56.00 0.89M CIRCULAR 18.000 0.0130 3.24 1.83 DEV -10 0.12 8AI 96.80 Hamett_County 5.80 5.42 0.87 000:05:00 DEV -11 0.15 9AI 97.04 Hamett _County 5.80 5.45 1.16 000:05:00 DEV -12 0.17 11 AI 96.32 Hamett - County 5.80 5.36 1.30 C) n DEV -13 0.12 12AI 97.76 Hamett _County 5.80 5.53 0.88 0 00:05:00 DEV -14 0.20 BASIN -4 75.44 Hamett_County 5.80 3.15 0.99 0 00:05:00 It 0.42 OUTFALL -S 74.48 Hamett- County S. SO 3.06 awn 0 00:20:38 DEV -16 0.10 OUTFALL -5 72.70 Hamett County 5.00 2.89 0.47 I �r ��3 J / - - - - - - -J - -- - - - - -- 000 z I � O 2' (PER MAP 2011, PG 548) -_ RIM: 334.38' BPI.0 38D OlyyS 1 OUT.. 324.75' 2 - -�� NOT LOCq g N Y p A ni I Ilu I _ 1'A I DO{yryS AM = Nor LO -21 EX. PVC 12' MAI EX PVC 12' MAIN IN w W- w - w APPROX. LOCATION o APPROX. LOCATION EXISBNG FIRE uma4Nr STORM SEWER PIPE SUMMARY TABLE (10 -YEAR, 24HR STORM EVENT) From(Inlet) Node To (outlet) Node Length (ft) Average Slope (% Pipe Shape Pipe Diameter or Height (inches) Manning's Roughness Peak Flow (ds) Max Flow Velocity (ft/sec) 1Al 2AI 86.00 0.8300 CIRCULAR 15.000 0.0130 0.60 L71 11 AI 12 Al 73.00 0.7500 CIRCULAR 15.000 0.0130 1.26 1.21 12 Ai BASIN -4 49.00 0.7600 CIRCULAR 1 &000 0.0130 2.08 254 16WEIRSOX OUTFALL-5 142.56 1.4000 CIRCULAR 1 &000 0.0130 3.64 5.77 2AI BASIN -1 138.00 0.5000 CIRCULAR 18.000 0.0130 2.39 2.37 4AI BASIN- STR -1 65.00 0.4000 CIRCULAR 15.000 0.0130 2.57 110 6-AI BASIN- STR -1 60.00 0.8300 CIRCULAR 12.000 0.0130 0.37 0.47 SAI 4AI 83.00 0.4000 CIRCULAR 15.000 0.0130 0.82 0.67 9AI BASIN -4 70.00 12900 CIRCULAR 15.000 0.0130 1.12 234 BASIN -2 (STR -14) BASIN -4 3100 1.5600 CIRCULAR 1&000 0.0130 2.81 159 BASIN -3 (STR -17) BASIN -2 STR -14 56.00 0.89M CIRCULAR 18.000 0.0130 3.24 1.83 30' 0 30' 60, SCALE: 1" NOTE: ALL STORM SEWER AREA INLETS (STR'S 6, 9, & 11) LOCATED WITHIN THE NEW PARKING AREAS ARE TO HAVE A 2' -0" DEEP SUMP FOR DEBRIS COLLECTION. (SEE INLET DETAILS IN BACK OF PLANS) DRAINAGE BASIN PEAK RUNOFF (10 -YEAR, 24HR STORM EVENT) Element Area Drainage Weighted Rain Gage Total Total Peak Time of ID Capture ID Curve ID Precipitation Runoff Runoff Concentration (acres) Number (inches) (inches) (cfs) (days hh:mmzs) DEV -01 0.08 1Al 93.20 Harnett County 5.80 5.00 0.51 0 00:05:00 DEV -02 0.29 2AI 92.10 Hamett_County 5.80 4.88 2.08 000:05:00 DEV -03 0.65 BASIN -1 70.25 Harnett County 5.80 2.67 2.44 0 00:08:58 DEV -04 0.09 OtTTFALL -N 53.70 Hamett County 5.80 1.31 0.15 0 00:05:00 DEV -05 0.01 NORTHEAST 39.00 Harnett_County 5.80 0.03 0.00 0 00:05:00 DEV -06 0.51 RASIN- 3(STR -17) 91.76 Hamett_County 5.80 4.85 3.68 0 00:05:00 DEV -07 0.47 BASIN- 2(STR -14) 91.04 Hamett _County 5.80 4.77 3.37 0 00:05:00 DEV -08 0.25 4AI 94.40 Hamett_CouMy 5.80 5.14 1.85 0 00:05:00 DEV -09 0.08 6-AI 77.60 Harnett - County 5.80 3.36 0.41 0 00:05:00 DEV -10 0.12 8AI 96.80 Hamett_County 5.80 5.42 0.87 000:05:00 DEV -11 0.15 9AI 97.04 Hamett _County 5.80 5.45 1.16 000:05:00 DEV -12 0.17 11 AI 96.32 Hamett - County 5.80 5.36 1.30 000:05:00 DEV -13 0.12 12AI 97.76 Hamett _County 5.80 5.53 0.88 0 00:05:00 DEV -14 0.20 BASIN -4 75.44 Hamett_County 5.80 3.15 0.99 0 00:05:00 DEV -15 0.42 OUTFALL -S 74.48 Hamett- County S. SO 3.06 1.40 0 00:20:38 DEV -16 0.10 OUTFALL -5 72.70 Hamett County 5.00 2.89 0.47 0 00:05:00 a44. ®eruee E L - �4�/ A WEStF�y� J LU LU Z O W U J W Z CL w W w - 7 m0,L) L11 Q$ O I 3 D E � i I SHEUMBER ,�-201 SH 92 i D1 yl 7!I N {. O O , z 90 � N V G) SEES- 2510609 FOR i, INSIDE DROP MANHOLE i DETAIL (TYP) ) F: i 1/ S �T ( 3 STR 11 N N: 547348 59 I E: t9D669. TOP: 332.75 OUT (N): 329 SEE S- 25/C509 FORT t INSIDE DROPMANHOLE I Q DETAIL(TYP) ! ; -\ ! I ) f � } i I rDROP ECT NEW P INTO EXISTING INLET 32500 8"SCH 40 X4.0 %MIN MIN. y �: ji _.. _ N: 54734 34 7.75 �. E19B1005.15 TOP: 332.55 I.E. OUT (w: 329.40 CENTENNIAL PARKWAY __ _ __ - - -.__ ------------------------ (MAP 2011 PG 548) ........... ) ;x HORIZONTAL & UERT7CAL CONTROL 1 IRON PIPE W/JK CAP yy3 ,1 + N. 547,2073616 a• E. 1,997,026.2002 ELEVA770N: 332.47" (GROUND) { From(Inlet) Node 3 r I I i s 's i I -- F I I II ' 3 '1 I 0 30 60 1AI 2AI _ .. SCALE r• - 30' 18 HEADWALL I 0.0130 wc- �STR E: 1990903 57 11 AI TOP: 330.94 73.00 LE. IN (NE): 329.00 E i 8"SCH 40 X4.0 %MIN MIN. y �: ji _.. _ N: 54734 34 7.75 �. E19B1005.15 TOP: 332.55 I.E. OUT (w: 329.40 CENTENNIAL PARKWAY __ _ __ - - -.__ ------------------------ (MAP 2011 PG 548) ........... ) ;x HORIZONTAL & UERT7CAL CONTROL 1 IRON PIPE W/JK CAP yy3 ,1 + N. 547,2073616 a• E. 1,997,026.2002 ELEVA770N: 332.47" (GROUND) { From(Inlet) Node s i I -- c� ' gy Max Flow Velocity (ft /sec) 1AI 2AI _ .. . - CIRCULAR I 0.0130 wc- NEW MEDICAL 11 AI 12AI 73.00 03500 E i ` 15.000 STRISHEADWALL 1.26 1.21 12 Al STR 17 HEADWALL 49.00 j " ... N: 547409.54 )FFICE / PHARMACY ` W .. O - .• f }% I i { f DETENTION TOP: 331.44 4 E 190661 70 ` 3 ��'"" t I.E. OUT (SW): 329.50 , N ; 6 2AI OIEINIS)32850 DISCHARGE FLUME BUILDING CIRCULAR I 1 0.0130 (SEE DETAIL) 1.20 2.37 �� t 1 12,500 SF y ( .If To : TOP: 333.30 CIRCULAR 15.000 0.0130 2.57 �� )` 'BASIN- STR -17 :I 0.8300 CIRCULAR STR7 ALL 0.0130 0.37 STR 16 WEIR BOX F.F.E. - 334.75 N: 847637.84 37.84 E:191034.9 83.00 CIRCULAR I.E. IN (S) :329.50 N 547372.71 • .�•E 7990926.35 , g8.. F , I f) „ 70.00 1.2900 ✓ r 15.000 0.0130 STR a AI { BASIN -2 (STR -14) BASIN -4 >3 y G 1.5600 iu m frx 18 ORIFICE: 330.75 N 547479.99" ETOP1014,75 17 HOPE 1.59 BASIN -3 (STR -17) tl� 56.00 o 6- X 30' ORIFICE 331.75 I E. OUT (S): 327.00 << �UF f a) E1 DEV -10 0.12 8AI t LE OUT (N) 330.00 r ' 5.42 0.87 0 00:05:00 /✓ "' 0.15 9AI 97.04 Hamett _County 5.80 5.45 1.16 000:05:00 DEV -12 0.17 fi 9632 Harnett County 5.80 5.36 1.30 0 00:05:00 DEV -13 i 12 Al 97.76 Hamett_County 5.80 5.53 1 9TR 10 HEADWALL DEV -14 0.20 BASIN -4 75.44 Hamett - County 5.80 3.15 N: 547374.06 E: 199939.35 e DEV -15 0.42 I 74.48 Hamett - County 5.00 TOP: 330.44 1.40 0 00:20:38 �I 0.10 OUTFALL-5 72.70 8"SCH 40 X4.0 %MIN MIN. y �: ji _.. _ N: 54734 34 7.75 �. E19B1005.15 TOP: 332.55 I.E. OUT (w: 329.40 CENTENNIAL PARKWAY __ _ __ - - -.__ ------------------------ (MAP 2011 PG 548) ........... ) ;x HORIZONTAL & UERT7CAL CONTROL 1 IRON PIPE W/JK CAP yy3 ,1 + N. 547,2073616 a• E. 1,997,026.2002 ELEVA770N: 332.47" (GROUND) { From(Inlet) Node I Length (ft) I -- c� r gy Max Flow Velocity (ft /sec) 1AI 2AI _ .. . - CIRCULAR I 0.0130 0.60 L71 11 AI 12AI 73.00 03500 E i ` 15.000 0.0130 1.26 1.21 12 Al STR 17 HEADWALL 49.00 j " 4 N: 547587.89 E: 19D953.55 W .. O - .• f }% I i { f DETENTION TOP: 331.44 1.4000 ` 3 ��'"" t I.E. OUT (SW): 329.50 , N ; 6 2AI BASIN -1 DISCHARGE FLUME 0.5000 CIRCULAR I 1 0.0130 (SEE DETAIL) 1.20 2.37 �� t 1 ( _ y ( .If To : TOP: 333.30 CIRCULAR 15.000 0.0130 2.57 110 6-AI 'BASIN- STR -17 :I 0.8300 CIRCULAR STR7 ALL 0.0130 0.37 0.47 SAI N: 847637.84 37.84 E:191034.9 83.00 CIRCULAR I.E. IN (S) :329.50 ✓ ` 4, F , I f) „ 70.00 1.2900 ✓ r 15.000 0.0130 1.12 2.34 BASIN -2 (STR -14) BASIN -4 1 1.5600 ✓, 18.000 0.0130 f I 1.59 BASIN -3 (STR -17) BASIN -2 STR -14 56.00 i 0.8900 CIRCULAR f J 0.0130 f a) I DEV -10 0.12 8AI 96.80 Hamett _County 5.80 5.42 0.87 0 00:05:00 DEV -11 0.15 9AI 97.04 Hamett _County 5.80 5.45 1.16 000:05:00 DEV -12 0.17 11AI 9632 Harnett County 5.80 5.36 1.30 0 00:05:00 DEV -13 0.12 12 Al 97.76 Hamett_County 5.80 5.53 1 000:05:00 DEV -14 0.20 BASIN -4 75.44 STORM SEWER PIPE SUMMARY TABLE (10 -YEAR, 24HR STORM EVENT) From(Inlet) Node To (Outlet) Node Length (ft) I Pipe Shape , r gy Max Flow Velocity (ft /sec) 1AI 2AI _ .. . - CIRCULAR I 0.0130 0.60 L71 11 AI 12AI 73.00 03500 E i STORM SEWER PIPE SUMMARY TABLE (10 -YEAR, 24HR STORM EVENT) From(Inlet) Node To (Outlet) Node Length (ft) Average Slope ( %) Pipe Shape Pipe Diameter or Height ch (Ines) Manning's Roughness Peak Flow (ds) Max Flow Velocity (ft /sec) 1AI 2AI 86.00 0.8300 CIRCULAR 15.000 0.0130 0.60 L71 11 AI 12AI 73.00 03500 CIRCULAR ` 15.000 0.0130 1.26 1.21 12 Al BASIN -4 49.00 0.7600 CIRCULAR 1 1 8.000 0.0130 2.08 2.54 16WEIRBOX OUTFALL-S 142.56 1.4000 CIRCULAR I 18.000 0.0130 3.64 5.77 2AI BASIN -1 138.00 0.5000 CIRCULAR 18.000 0.0130 2.39 2.37 4AI BASIN- STR -17 65.00 0.4000 CIRCULAR 15.000 0.0130 2.57 110 6-AI 'BASIN- STR -17 60.00 0.8300 CIRCULAR 12.000 0.0130 0.37 0.47 SAI 4AI 83.00 0.4000 CIRCULAR 15.000 0.0130 0.92 0.67 9AI BASIN -4 70.00 1.2900 CIRCULAR 15.000 0.0130 1.12 2.34 BASIN -2 (STR -14) BASIN -4 32.00 1.5600 CIRCULAR 18.000 0.0130 2.81 1.59 BASIN -3 (STR -17) BASIN -2 STR -14 56.00 i 0.8900 CIRCULAR 18.000 0.0130 3.24 1.83 NOTE: ALL STORM SEWER AREA INLETS (STR'S 6, 9, & 11) LOCATED WITHIN THE NEW PARKING AREAS ARE TO HAVE A 2-13" DEEP SUMP FOR DEBRIS COLLECTION. (SEE INLET DETAILS IN BACK OF PLANS) DRAINAGE BASIN PEAK RUNOFF (10 -YEAR, 24HR STORM EVENT) Element Area Drainage Weighted Rain Gage Total Total Peak Time of ID Capture lD Cu- ID Precipitation Runoff Runoff Concentration (acres) Number (inches) (inches) (ds) (days hh:mm:ss) DEV -01 0.08 1Al 93.20 Harnett County 5.80 5.00 0.61 0 00:05:00 DEV -02 0.29 2AI 92.10 Harnett County 5.80 4.88 2.08 0 00:05:00 DEV -03 0.65 BASIN -1 70.25 Hamett_County 5.80 2.67 2.44 0 00:08:58 DEV -04 0.09 OUTFALL -N 53.70 Harnett County 5.80 1.31 0.15 0 00:05:00 DEV -05 0.01 NORTHEAST 39.00 Harnett-County 5.80 0.03 0.00 0 00:05:00 DEV -06 0.51 BASIN- 3(STR -17) 91.76 Hamett_County 5.80 4.85 3.68 0 00:05:00 DEV -07 0.47 BASIN- 2(STR -14) 91.04 Hamett _County 5.80 4.77 3.37 0 00:05:00 DEV -08 0.25 4,41 94.40 Harnett County 5.90 5.14 1.85 0 00:05:00 DEV -09 0.08 6-AI 77.60 Hamett_County 5.00 3.36 0.41 0 00:05:00 DEV -10 0.12 8AI 96.80 Hamett _County 5.80 5.42 0.87 0 00:05:00 DEV -11 0.15 9AI 97.04 Hamett _County 5.80 5.45 1.16 000:05:00 DEV -12 0.17 11AI 9632 Harnett County 5.80 5.36 1.30 0 00:05:00 DEV -13 0.12 12 Al 97.76 Hamett_County 5.80 5.53 0.88 000:05:00 DEV -14 0.20 BASIN -4 75.44 Hamett - County 5.80 3.15 0.99 0 00:05:00 DEV -15 0.42 OUTFALL -S 74.48 Hamett - County 5.00 3.00 1.40 0 00:20:38 DEV -16 0.10 OUTFALL-5 72.70 Hamett county 5.80 2.89 0.47 0 00:05:00 \11\tl Uffl ��y,Ry' CARO1jG o YESafQ�y. 2ma _ 4 ;S W4ell 9/461,y LU W Z h W U Z d tou C!Z LU m�� 0 LU Z WW Y Ix Of g a= O 0 1- 3 Cn I 3 E I 1 SHEET NUMBER CG -201 1 SHEET 6 oe 92 ) 1 l 2 S 4 5 �, ®erwee SN'cARO CP•riE88j• ii 9 _ 0 c' s a STORM PROFILE C STORM PROFILE D STORM PROFILE E o= 350 350 350 350 350 350 345 3 45 j k 340 — r 340 340 340 340 t � 340 w STR 11 AI .59 N fi47348 STR 13 HEAOWALLT i S : N. 547499% i STR 9 Al ( EO7980809 00 E 1999861 79 v` N: 547347.75 \ I E OUT .75 329.08 E IN (5):328 50 � E: 199100515 vR HGL �. TOP: T(55 a._�r. 335 s 335 ,. _,��, _ 335 335 _.._ O :3M..32940 » 335 335 .... ,. .. .,� _ . . ... N �w- �, 10.VR HGL \' 10-YR HGL I DA HNa BMIN< = BASIN 4 #� EL EV 331.94 ._.— z.. ..,. �, «.,....,.._.........,.z.., .,:,.......,.,...w.,,..,. $W...,. ..n.,...... �........ .x.,,, .... .. ........ �aM1Pmaom,.....� .. .. w,.,,..,.a«.....„,. -- a. .... maxis.......... ... ,... 330 330 330 .._ , _ 70 LE W RCP x,.2995 — -- 330 330 �,.. _ . . ,r.. ,a ..— 330 B2 LF 16' RCP tl.91% {, STIR 7 HEADWALL. b> £.. - ;.... >. STR 6 AI N: 547537.84 STR 19 HEADWALL N:547479.9B . ' . 1991 934.98 I N: 5374.9325 .......... q- � 4.75 I.E. IN (S): 329.50. w___ sd-3 5 1 325 25 a. TOP: 332.75 w � I.E. OUT (N): 330.00 ( I.E. IN (E): 328.50 fi # a 2 W U Z li U) 320 320 320 320 320 320 wnww0 W J °.m _R ^rn °?m °gym m0 10-- (n C9 f7 c1m mm mm CJ (! C'J (7 U(7 m'�' inm m" mm (7 (7 (!(7 m`� m"� m mm °'m mm wm C9 (7 �W �0 LL WLL W LL WLL WLL (7 (7 WLL WLL mm ad ad �� do ad �� a ad ad CD as a0 CD wLL z ¢z A WLL WLL wLL wLL WLL WLL WLL WLL wLL WLL WLL WLL WLL WLL YLL' F �- 0 ¢x —0 +25 0 +00 0 +50 1 +00 —0 +25 0 +00 0 +50 1 +00 —0 +25 0 +00 0 +50 1 +00 1 +50 1 +75 0 3 Li I 1 PROFILE SCALES: SHEET NUMBER I H: 1" = 20' V: 1" = 5' CG -301 I SHEET 7 � 92 i ( DI BI STORM PROFILE F WLL -0+25 0+00 0+50 1+00 -0+25 0+00 0+50 1+00 1+50 2+00 41 ,winiu, a z U., z o 2" >: �: LU U) W 5 W W <2�0 fn J_ m 0 LL 0 z o Of 0- 0 < 0 SHEET NUMBER CG-302 ,SHEET 8 � 92 PROFILE SCALE, H, 1" = 20' V: 1" = 5' STORM PROFILE G 0 350 5 345 ol 340 am 16 WEIR BOX 72.71 332.75 (s):327.00—, ,,,B-RCP@1.42% E) -IST TIN 6 335 9'lNtEr Ll 4 7e— OUT 320.86 NEW I.E. IN 325,00 0 10-YRHGL . ... . ........ .... 330 z 5 INSIDE OFIMX 325 L:J 320 0- mm WLL W -0+25 0+00 0+50 1+00 -0+25 0+00 0+50 1+00 1+50 2+00 41 ,winiu, a z U., z o 2" >: �: LU U) W 5 W W <2�0 fn J_ m 0 LL 0 z o Of 0- 0 < 0 SHEET NUMBER CG-302 ,SHEET 8 � 92 2012 HCDPU REQUIRED UTILITY NOTES (REVISION 5 - MARCH 2012) THE FOLLOWING UTILITY NOTES SHOULD BE ADDED TO THE COVERSHEET OF UTILITY PLANS FOR PROJECTS LOCATED IN HARNETT COUNTY: WATER A. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS: 1. MUELLER - SUPER CENTURION 250 A -423 MODEL WITH A 5/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE); 2. AMERICAN DARLING - MARK B -84 -B MODEL WITH A 5/4" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE); 3. WATEROUS - PACER B -67 -250 MODEL WITH A 514" MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR STANDARDIZATION. B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT COUNTY FIRE MARSHAL. C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR- DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT. D. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE - CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HCDPU. E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED 'RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION. F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR -DEH, PWSS)AND ACCEPTED BY HCDPU. H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8" BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE. I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON- POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY -FOUR (24 ") INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE INSTALLED WITH TWENTY -FOUR (24 ") INCHES OF VERTICAL SEPARATION AND WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON- POTABLE WATER LINE SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE POTABLE WATER MAIN AND THE NON- POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST (10) FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE NON- POTABLE WATER LINE. K. POTABLE WATER MAINS INSTALLED PARALLEL TO NON- POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN (10) FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10) FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10) FEET CAN BE RE- ESTABLISHED. L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE RIGHT -OF -WAY AND AT LEAST THREE (3') TO FIVE (5) FEET FROM THE PROPERTY LINE BETWEEN THE LOTS. M. HCDPU REQUIRES THAT METER BOXES FOR '' %" SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS /COVERS. METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN (18 ") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS. 0. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR -9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT %" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2 ") INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - THREE (3 ") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HCDPU. P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING. Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION. R. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR -21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION. S. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU LABORATORY. T. ALL FITTINGS LARGER THAN TWO (2 ") INCHES DIAMETER SHALL BE DUCTILE IRON. HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS "MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES SMALLER THAN TWELVE INCHES (12 ") DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY. U. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING. V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST BE PRE - APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION AND /OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND /OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION. X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT -OF -WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87 -102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR (800) 632 -4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES ANO HAVE NOT BEEN PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE North 811 Carolina www.nc811.org IBBU ®BfIMP CARD o�Fesa�•�i% r ?.•moo oy,; J w O w w JZ W < ?- I- w°w0= O }mold } ~ fx W J y F O O 3 SHEET NUMBER CU -101 SHEET 9 � 92 2012 HCDPU REQUIRED UTILITY NOTES (REVISION 5 - MARCH 2012) THE FOLLOWING UTILITY NOTES SHOULD BE ADDED TO THE COVERSHEET OF UTILITY PLANS FOR PROJECTS LOCATED IN HARNETT COUNTY: Y. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO HCDPU BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A 4-X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT -OF -WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HCDPU. Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND /OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE. AA THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO, ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER. SANITARY SEWER A. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND SUPPLY A COPY OF THE SEWER PERMIT FOR THE CONSTRUCTION AND OPERATION OF THE WASTEWATER COLLECTION SYSTEM TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE SANITARY SEWER LINE, SEWER LIFT STATION AND ASSOCIATED FORCE MAIN SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE SEWER PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE DURING THE CONSTRUCTION OF THE SEWER SYSTEM IMPROVEMENTS. B. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE - CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WASTEWATER SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00 AM -5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HCDPU. C. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU WITH A SET OF NCDENR APPROVED PLANS MARKED RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. HCDPU WILL STAMP THE APPROVED PLANS AS RELEASED FOR CONSTRUCTION" AND PROVIDE COPIES TO THE UTILITY CONTRACTOR. THE REGISTERED LAND SURVEYOR (RLS) SHALL STAKE OUT ALL LOT CORNERS AND ESTABLISH GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET AND SEWER LINE BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OR INSTALLATION OF THE MANHOLES, SANITARY SEWER GRAVITY LINE(S), SEWER LIFT STATIONS AND /OR SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING OR UTILITY CONSTRUCTION. D. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR NTH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY GRAVITY SEWER LINE(S), MANHOLE(S), SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S) IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. E. THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90' (PERPENDICULAR) TO THE SANITARY SEWER GRAVITY LINES WITH SCHEDULE 40 PVC PIPE. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE THE PROFESSIONAL ENGINEER (PE) WITH ACCURATE MEASUREMENTS FOR LOCATING SANITARY SEWER SERVICE LATERAL AND ASSOCIATED EACH SANITARY SEWER CLEAN -OUT. THESE MEASUREMENTS SHOULD BE TAKEN FROM THE NEAREST DOWNSTREAM MANHOLE UP ALONG THE SANITARY SEWER MAIN TO THE IN -LINE WYE FITTING (OR TAPPING SADDLE) AND THEN ANOTHER MEASUREMENT FROM THE IN -LINE WYE FITTING (OR TAPPING SADDLE) TO THE 4" X 4" LONG SWEEP COMBINATION WYE FITTING AT THE BOTTOM OF THE SEWER CLEAN -OUT STACK. THESE FIELD MEASUREMENTS MUST BE PROVIDED TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM THE UTILITY CONTRACTOR FOR PROPER DOCUMENTATION IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HCDPU. F. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER FORCE MAIN(S), SANITARY SEWER SERVICE LATERAL(S) AND ALL ASSOCIATED SEWER CLEAN- OUT(S) IN THE PROPOSED SANITARY SEWER SYSTEM FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW SANITARY SEWER LINE(S) AND ASSOCIATED APPURTENANCES HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) AND ACCEPTED BY HCDPU. ALL NEW SANITARY SEWER LINES MUST HAVE AT LEAST THREE (3 FT.) FEET OF COVER AND EXTEND UNDER ALL EXISTING WATER MAIN AND STORM WATER LINES WITH A LEAST 24" OF VERTICAL CLEARANCE BELOW THE BOTTOM OF THE EXISTING WATER MAIN AND STORM WATER LINES. G. THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER SERVICE LATERAL(S) AND ASSOCIATED CLEAN - OUTS) SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES. THE SANITARY SEWER GRAVITY LINE(S) MUST PNEUMATICALLY PRESSURE TESTED WITH COMPRESSED AIR AT 5 PSI AND THE SANITARY SEWER FORCE MAIN(S) MUST HYDROSTATICALLY PRESSURE TESTED WITH WATER OR AIR AT 200 PSI AND WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. H. PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL SEWER CLEAN -OUTS MUST BE INSTALLED SO THE 4" X 4" LONG SWEEP COMBINATION WYE IS AT LEAST THREE (3') FEET BUT NO MORE THAN FOUR (4') FEET BELOW THE FINISH GRADE UNLESS OTHERWISE APPROVED IN WRITING BY HCDPU. THE SEWER CLEANOUTS SHALL HAVE A FOUR (4") SCHEDULE 40 PVC PIPE STUBBED UP FROM BOTH ENDS OF THE 4" X 4" LONG SWEEP COMBINATION WYE TO BE AT LEAST TWO (2') FEET ABOVE THE FINISH GRADE AND COVER EACH END WITH A FOUR (4 ") INCH TEMPORARY CAP TO KEEP OUT DIRT, SAND, ROCKS, WATER AND CONSTRUCTION DEBRIS. THE VERTICAL STACK ON EACH CLEAN -OUT MUST BE PROVIDED WITH A CONCRETE DONUT FOR PROTECTION. I. ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE BEEN INSTALLED, PNEUMATICALLY PRESSURE TESTED AND IN PLACE FOR AT LEAST 30 DAYS, THE UTILITY CONTRACTOR MUST CONTACT THE HCDPU U1ILITY CONSTRUCTION INSPECTOR TO WITNESS THE MANDREL TEST ON EACH PVC SANITARY SEWER GRAVITY LINE. THE UTILITY CONTRACTOR WILL NOTIFY HCDPU TO SCHEDULE THE MANDREL TESTING. THE MANDREL AND PROVING RING MUST BE SUPPLIED BY THE UTILITY CONTRACTOR. CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS (AT THE UTILITY CONTRACTOR'S EXPENSE) MAY BE REQUIRED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR IF THE MANDREL TESTING CANNOT BE COMPLETED WITH SATISFACTORY RESULTS. THE SANITARY SEWER LINES SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPER DIAMETER BEFORE ANY MANDREL TESTING CAN BE PERFORMED. THE UTILITY CONTRACTOR IS RESPONSIBLE TO REMOVE ALL DIRT, SAND, SILT, GRAVEL, MUD AND DEBRIS FROM THE NEWLY CONSTRUCTED SEWER LINES EXERCISING CARE TO KEEP THE HARNETT COUNTY'S EXISTING SANITARY SEWER SYSTEMS CLEAN. SANITARY SEWER FORCE MAIN(S) SHALL BE PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATER LINES. J. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED SANITARY SEWER SYSTEM(S) FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW SANITARY SEWER SYSTEM(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR- DWQ)AND ACCEPTED BY HCDPU. K. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL SANITARY SEWER FORCE MAINS. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING. THE TRACER WIRE IS NOT REQUIRED FOR THE GRAVITY SEWER LINE(S) BETWEEN MANHOLES. L. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE SEWER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE SEWER LINES AS WELL AS THE INSTALLED LOCATIONS OF THE MANHOLE(S), SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER SERVICE LATERALS, CLEAN -OUTS, SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S). THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS. M. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT -OF -WAYS THE UTILITY CONTRACTOR IS REQUIRED TO NOTIFY ALL CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87 -102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR (800) 632 -4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). N. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED SANITARY SEWER LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE SANITARY SEWER LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION OF EXISTING UTILITIES AND /OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND /OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS DURING SANITARY SEWER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION. 0. WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY CONTRACTOR MUST HAVE A PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -DIVISION OF WATER QUALITY (NCDENR -DWQ) PRIOR TO BEGIN THE TAP WORK. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE AND GATE VALVE PRIOR TO MAKING THE TAP ON AN EXISTING SANITARY SEWER FORCE MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE ON SANITARY SEWER FORCE MAINS IN HARNETT COUNTY. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STYLE "CB" SEWER SADDLES WITH STAINLESS STEEL BANDS OR APPROVED EQUAL FOR ALL TAPS MADE ON EXISTING SANITARY SEWER GRAVITY LINES IN HARNETT COUNTY. North Carolina www.nc81l.org VP �ae� ®wave 3r °.•'oFo E ` F *ti`s 'i %yY` i/ J w a ~ U Z w W UZ W w o7 O w 5 w 0 Z }m O U } x w J aZ H O 0 U p � 3 SHEET NUMBER CU -102 SHEET 10 � 92 2012 HCDPU REQUIRED UTILITY NOTES (REVISION 5 - MARCH 2012) THE FOLLOWING UTILITY NOTES SHOULD BE ADDED TO THE COVERSHEET OF UTILITY PLANS FOR PROJECTS LOCATED IN HARNETT COUNTY: P. THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH SANITARY SEWER SERVICE LATERAL THAT WILL BE CONNECTED TO A RESTAURANT, FOOD PROCESSING FACILITY AND ANY OTHER COMMERCIAL OR INDUSTRIAL FACILITY AS REQUIRED BY THE HARNETT COUNTY FAT, OIL & GREASE ORDINANCE. THE GREASE TRAP MUST BE RATED FOR A MINIMUM CAPACITY OF AT LEAST 1,000 GALLONS UNLESS OTHERWISE APPROVED IN WRITING BY THE HCDPU PRE - TREATMENT COORDINATOR. GARBAGE DISPOSALS SHOULD NOT BE INSTALLED IN HOMES AND BUSINESSES THAT DISCHARGE WASTEWATER TO THE HARNETT COUNTY SANITARY SEWER SYSTEM AS THEY ARE NOT APPROVED BY HCDPU. VERSION OF THE NATIONAL ELECTRICAL CODE ND HARNETT Q. EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE POWER (AT LEAST 480 VOLTS) AND CONSTRUCTED TO MEET THE MINIMUM REQUIREMENTS OF THE LATEST SIO (NEC) ( ) COUNTY STANDARD SPECIFICATIONS AND DETAILS. IF THREE PHASE POWER IS NOT AVAILABLE FROM THE POWER COMPANY OTHER ARRANGEMENTS MUST BE APPROVED BY HCDPU ENGINEERING PRIOR TO THE START OF CONSTRUCTION. R. WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING MANHOLE IN THE HARNETT COUNTY SEWER COLLECTIONS SYSTEM, THE UTILITY CONTRACTOR MUST PROVIDE A PROTECTIVE COATING (COAL TAR EPDXY ) FOR THE INTERIOR SURFACES OF THE MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND DETERIORATION FROM THE RELEASE OF SEWER GASES SUCH AS METHANE AND HYDROGEN SULFIDE. S. THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST MEET OR EXCEED THE MINIMUM REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS 2009 EDITION. EACH SANITARY SEWER LIFT STATION MUST BE CONSTRUCTED WITH AN ALL - WEATHER ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT STATION SITE MUST BE COVERED WITH WEED BLOCKING MATERIAL AND AT LEAST SIX (6 ") INCHES OF # 57 STONE (CRUSH AND RUN). T. ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY CONTRACTOR IS RESPONSIBLE TO SCHEDULE A DRAW DOWN TEST WITH HCDPU ENGINEERING AND COLLECTIONS STAFF, THE PROFESSIONAL ENGINEER (PE), THE ELECTRICIAN, THE ORIGINAL EQUIPMENT MANUFACTURER'S (OEM) REPRESENTATIVES [FOR BOTH THE PUMPS AND THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED WITH POWER SUPPLIED FROM THE ELECTRICAL UTILITY COMPANY AND WITH POWER SUPPLIED BY THE EMERGENCY GENERATOR WITH SATISFACTORY RESULTS BEFORE FINAL INSPECTIONS ARE CONDUCTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. U. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT STATION, THE PROFESSIONAL ENGINEER (PE) MUST SUBMIT THE SEWER PERMIT CERTIFICATION AND AS -BUILT RECORD DRAWINGS TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) AND HCDPU FOR FINAL APPROVAL. THE UTILITY CONTRACTOR MUST SUPPLY HCDPU ENGINEERING STAFF WITH THREE ORIGINAL OPERATION & MAINTENANCE (0 &M) MANUALS ALONG WITH THE ASSOCIATED PUMP CURVES AND ELECTRICAL SCHEMATICS FOR THE ASSOCIATED SEWER LIFT STATION EQUIPMENT INCLUDING ALL WARRANTY INFORMATION AND DOCUMENTATION. V. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT STATION, THE DEVELOPER MUST PAY HCDPU THE ESTABLISHED SYSTEM CONTROL AND DATA ACQUISITION ( SCADA) FEES BEFORE THE SCADA SYSTEM WILL BE INSTALLED AT THE NEW SEWER LIFT STATION. THE SCADA SYSTEM MUST BE INSTALLED AND OPERATIONAL BEFORE THE UTILITIES MAY BE ACCEPTED BY HCDPU AND PLACED INTO OPERATION. W. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT AND DEVICES FOR THE TESTING AND INSPECTION OF THE SANITARY SEWER SYSTEM. THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT LIMITED TO MIRRORS, MANDRELS, SEWER BALLS, PLUGS, AIR COMPRESSORS AND ASSOCIATED COMPRESSED AIR LINES. IF THE HCDPU UTILITY CONSTRUCTION INSPECTOR DEEMS THAT A CLOSED CIRCUIT VIDEO CAMERA INSPECTION OF THE NEWLY CONSTRUCTED SEWER SYSTEM IS NECESSARY, THEN ALL COSTS FOR THE CLOSED CIRCUIT CAMERA INSPECTION WILL BE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR. ALL CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS MUST BE RECORDED ON VHS TAPES THAT WILL RELEASED TO HCDPU FOR RECORD KEEPING, REVIEW AND APPROVAL OF THE SEWER SYSTEM. X. ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT COUNTY'S EXISTING SANITARY SEWER LINES MUST BE COORDINATED WITH THE HCDPU COLLECTIONS SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE OF INSTALLING THE PLUGS. THE SEWER PLUGS MUST BE REMOVED AS SOON AS POSSIBLE ONCE THE NEW SANITARY SEWER LINES HAVE BEEN INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) AND ACCEPTED BY HCDPU TO ALLOW THE SEWER TO FLOW AS DESIGNED IN HARNETT COUNTY'S EXISTING SANITARY SEWER LINES OR WHEN SO ORDERED BY THE HCDPU COLLECTIONS SUPERVISOR TO LIMIT INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER COLLECTION SYSTEM(S). THE UTILITY CONTRACTOR MUST PROVIDE THE PUMPS HOSES AND NECESSARY CONNECTORS FOR A TEMPORARY PUMP AROUND SETUP IF REQUIRED BY THE HCDPU COLLECTIONS SUPERVISOR. MR. CURTIS SPEARS, HCDPU COLLECTIONS SUPERVISOR MAY BE CONTACTED BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT (910) 893 -7575 EXTENSION 3243. Y. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE OR DAMAGE RESULTING FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE SEWER SYSTEM IMPROVEMENTS HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) AND ACCEPTED BY HCDPU. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW SANITARY SEWER LINES AND ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE SANITARY SEWER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. HCDPU WILL PROVIDE MAINTENANCE AND WARRANTY REPAIRS IF NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. HCDPU WILL INVOICE THE DEVELOPER AND /OR UTILITY CONTRACTOR FOR MATERIALS AND LABOR IN SUCH CASES. Z. IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE ESTABLISHED FOR FUTURE HCDPU RIGHT -OF -WAY, THE REGISTERED LAND SURVEYOR (RLS) MUST PROVIDE THE HCDPU RIGHT -OF -WAY AGENT WITH AN OFFICIAL COPY OF THE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID EASEMENT AS RECORDED WITH THE HARNETT COUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE PROVIDED TO THE HCDPU RIGHT -OF -WAY AGENT BEFORE THE UTILITY IMPROVEMENTS WITHIN THE SAID EASEMENT CAN BE PLACED INTO OPERATION. ANY AND ALL EASEMENTS THAT MUST BE OBTAINED FROM ADJOINING PROPERTY OWNERS MUST BE PROVIDED TO HCDPU BY THE DEVELOPER AT NO COST TO HARNETT COUNTY. THE FINAL INSPECTION OF ALL SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE. AA. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO, ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER. Nofth Carolina www.nc8l l.org ��SN,CAg4i� - E ��'''��K wES �t�• df�y� J W Q z U z W W U Z UJ U Z H W D Lu 0 z Y �-- ~ U U � lz J Of e Q 0 0 � 3 SHEET NtlMBER CU -103 SHEET 11 - 92 z 0 V) z 0 U 0 0 0 w g N I.p 11 16,111 & 16, L_J 8. I U I I -I '7� CROP INLET s n NEW 1' WATER METE MHS AND VAVLE PER HARNETTCOUNTY IN.. 320.92' REOTS (SEE DETAILS O 7C GN50SHEEr.1 2 Z '+' rn DROP I7.�.ET�q N I oa_ ORA 9.63 �1 I I o 1 OUT.. 3 89' A ro' PROPOSED NvDRANT wf VALVE tl jl i f g f y CONCRE MHS I RIM: 3 8 nV LA1 PdiG� 1N: 319 ' OUT.. 3.222' UOT on ANECTTOEXIBTING ' I /� B" WATER MAIN. 8' PROVIDE STAINLESS N STEEL TAPPING SLEEVE ® Bf° WATER USAF CALCULA77ONS S 6' GATE VALVE PER UTILITY RE VALVE 8" D.I. - W I C) L I� 2' C900 - IN o - - - - - - I 3 POLE 111 n A. g I 1 I OI�-* OH rn �' z ¢ -4 Shower 4.00 F O _ G) y N (I' H I II Sink i - 2.00 Q SEWER MANGO SFROM I I --PROPOSED MET PUBLIC TO PRNATE HEN IT 3 I WITH ENCLOSURE.9EE CROSSESTHEP P TYLINE 0 2' RPZ BACXFLOW P 0.25 0.25 WITH ENCLOSURE. SEE MHS � I RIM: 331.17' N' W i IN: 319.00' A Aa 1 OU T.• 2.5 IN 319.00 C. _ � 6'3 SS - I I I 0 x N/F RAL OF RALEIGH, LLC P!N# 9594 -07- D13 2551, PG 410 10 MAP #2008, PG 799 oN it ON� PROPOSED O TE -NE J.M X V2- - - - - -- UGT - - - -- UGT - - -- PROPOSED TELEPHONE - -- - -- - - ---- -(MEDICAL BLOC)- -r - - -6 - W IF W W W W NEW MEDICAL OFFICE / PHARMACY BUILDING 12,500 SF F.F.E. = 334.75 38LF6'SCH40PVC - @4.0 %MIN. CLEANOUT INV:3319D 206 LF 6'SCH 40 PVC_. ^ /- X4.0 %MIN.i, /\ I i NIF RAL OF RALEIGH, LLC PROPOSED ELECTRIC CONDUIT PIN# 9594 -07 -6640 (SEE ELECTRICAL PLANS FOR MORE DETAILS) DB 2551, PG 410 VERIFY RECD SEPARATION BETWEEN WATER 8 MAP #2008, PG 799 ELECTRIC PRIOR TO CONSTRUCTION. I PROPOSED ELECTRIC `.'�� 'K 100' ELEC7R EASEMENT TRANSFORMER C 1V I AS SHOWN ON M P 20 a o (SEE ELECTRICAL PLANS FOR MORE DETAILS) O\ x no 6'CHA /N O x x x x x X x N29 43'5 98.78' I N2943'03 E 476.28' (PER MAP 2011, PG 548 ) (PER MAP 11, PG 548 ------------- - - - - -- ---------- - - - -- 4 1 I 4 � d'• `CURB INLET HOOD. 33365' u, OUT 335.02' 'q ze lIG A 'OOkfyS�EAM NOT LOCATED r I 0 1 0 C I I 01 g I ° AD 0 1 I Ini `� I � g :•�`D2 o I po 0 I ®� 1 I = EXISTING POWER POLES TO REMAIN IN-PLACE. NO 1 DISTURBANCES ALLOWED. e I COOROINATE ALL WORXIN 1 UTILITY R. _W. WITH CENTRAL 1 ELECTRIC DEPARTMENT. - -- ----------- �mm - --I �- S29.46S 'W 0. 2' (PER MAP 200, PG 548) EX PVC 12' MAIN W W APPROX LOCATION W EXISTING FIRE HYDRANT IaHe ®HrANP K�eAR�• OQ -Ff88j 11 16,111 & 16, L_J 8. I U I I -I '7� CROP INLET GRATE.• 329. 1' MHS IN.. 320.92' 1 OUT, 320.86 RlM: 334.J8' 8 pt.G OUT.• 324.75' Op1yy5.� � f ❑7RAFFI 7RAFF7C SIGNAL BOXES SIGNAL BOX - 7RAfT7C MEDICAL OFF /CE &DG WATER USAF CALCULA77ONS SIGNAL k - - - - - - - 3 POLE 111 t3a tiose Bibb " .. 225 8.00 225 7RATF7C 1 z ¢ Shower 4.00 CURB HOOD: INLET 337.85' O _ y N (I' H OUT.. 318.88' Sink i - 2.00 Q am6 fib CENTENNIAL PARKWAY $ Elec. Water Coder 1 0.25 0.25 0.25 0.25 of , i - 3.00 2.25 r01 2.5 � ® 1 N (MAP 2011, PIS 548) rQx� i � 1.98 1.50 42.00 1.50' 42.0 LMnai ,t'?$ 5.00 10.00 '5.00 - 10 GO 1 0 Water Closet ..,T;a"' ,,..,;, 10.00 z$ ''m ORTZONTAL & VERTICAL CONTROL i IRON PIPE W/JK CAP ¢'3 Total SFU's 12021 158.00 49.00 N: 547,2073616 Of )pn -f.t. E. 1, 997, 026.2002 56.55 28.82 .� w ELEVATION: 332.47' o qpm - fv. 73.00 80.50 (GROUND) _ U w V U w U Z Pipe Selection EX PVC72' MAIN w w w EX. PVC 12' MAIN w w w Z Q APPROX LOCATION APPROX. LOCATION O f m bl - f Selected Pipe "O.D. 'I.D. Press. Loss/100 ft, "VelocityiUsm Fl.W-.SP - m o a U %- MEDICAL OFF/CEBLDG I i NIF RAL OF RALEIGH, LLC PROPOSED ELECTRIC CONDUIT PIN# 9594 -07 -6640 (SEE ELECTRICAL PLANS FOR MORE DETAILS) DB 2551, PG 410 VERIFY RECD SEPARATION BETWEEN WATER 8 MAP #2008, PG 799 ELECTRIC PRIOR TO CONSTRUCTION. I PROPOSED ELECTRIC `.'�� 'K 100' ELEC7R EASEMENT TRANSFORMER C 1V I AS SHOWN ON M P 20 a o (SEE ELECTRICAL PLANS FOR MORE DETAILS) O\ x no 6'CHA /N O x x x x x X x N29 43'5 98.78' I N2943'03 E 476.28' (PER MAP 2011, PG 548 ) (PER MAP 11, PG 548 ------------- - - - - -- ---------- - - - -- 4 1 I 4 � d'• `CURB INLET HOOD. 33365' u, OUT 335.02' 'q ze lIG A 'OOkfyS�EAM NOT LOCATED r I 0 1 0 C I I 01 g I ° AD 0 1 I Ini `� I � g :•�`D2 o I po 0 I ®� 1 I = EXISTING POWER POLES TO REMAIN IN-PLACE. NO 1 DISTURBANCES ALLOWED. e I COOROINATE ALL WORXIN 1 UTILITY R. _W. WITH CENTRAL 1 ELECTRIC DEPARTMENT. - -- ----------- �mm - --I �- S29.46S 'W 0. 2' (PER MAP 200, PG 548) EX PVC 12' MAIN W W APPROX LOCATION W EXISTING FIRE HYDRANT IaHe ®HrANP K�eAR�• OQ -Ff88j a MHS RlM: 334.J8' 8 pt.G OUT.• 324.75' Op1yy5.� � MEDICAL OFF /CE &DG WATER USAF CALCULA77ONS Flxtula Type RuantRy SFU '� Subtotal C. Sub -total HW Sub -total t3a tiose Bibb " .. 225 8.00 225 9.00 z ¢ Shower 4.00 3.00 3.00' z Sink i - 2.00 8.00 1.50 4.50 1.50 4.5 Elec. Water Coder 1 0.25 0.25 0.25 0.25 , Mop sink - 3.00 3.00 2.25 225 2S0 2.5 Lavatory 0.07 1.98 1.50 42.00 1.50' 42.0 LMnai ,t'?$ 5.00 10.00 '5.00 - 10 GO Water Closet ..,T;a"' ,,..,;, 10.00 90.DO 10.00 WOO Total SFU's 12021 158.00 49.00 Of )pn -f.t. 48.00 56.55 28.82 .� w qpm - fv. 73.00 80.50 U w U w U Z Pipe Selection Z Q PredomkiaMryflush tank system, f t. w p Selected Pipe "O.D. 'I.D. Press. Loss/100 ft, "VelocityiUsm Fl.W-.SP - m o a U %- MEDICAL OFF/CEBLDG "" W SEWER USAGE CALCULATIONS Hwy �;' .. .1x75 1 ze5 8.87 7.38 2a 2 � z < z J g Y Fixture Type Quantity Dfu Subtotal Predominantly Rush valve system, f.v. g x . Shower Q 2.0 OD CW 2.125 1.985 � -"--�" -- �= +� ^� - 6.64 8,36 80,60 U U Sink 3.. 2.0 6.0 u Elea Water Cooler 2� 0.5 1.0watar Mop sink ,1; 2.0 2.0 Servim pipe Lavatory ;. %8 1.0 28.0 Cw f.t Y ..: ,.�,j / a 1 Urinal ;; 2.0 4.0 cw f.v 2.125 1.985 5.53 757 j 73,00 E Water Closet " a.0 36.0 Total W.O ROM SHEET NUMBER I `Pipe material is based on type L copper With a C value of 130 1 - ° Velocity should be kept between 3 and 8 feet per seoond CU-1 04 I 1 SHEET 12 aP 92 I 1 BI N I 350 345 340 335 330 325 320 318 SANITARY SEWER PROFILE PROFILE SCALES: H: 1" = 20' V:1 " =5' HERE THE 6" DI WATER LINE CTS TO THE 8" WATER MAIN. PROPERTY LINE- 4 5 b Ll EXISTING 15* RCP ._v STA: 0+29.3 ELEV321.46 .. ....... — — - ---------- - I F.F.E. 334.75 ------------ --- EXISTING —2 'PVCSS —PIPE STA: 0+37.5 ELEV 319.78 0 12 - -------- - -- 4 - - - ---- - ------------- — 'co 20' 0 20 40 Go SEWER SF M H TE NIT M 'FE PUBLIC To = I —1wl 9 Oy D MET H NCLOSURE.SE If SCALE, 1" 20' L CROSSES THE PR INE D Z BA��LOW PR I NT VWwll, Ile 4- 4— t SE 191'ZE!NCQQSURE_ SE 1 36 LF 6" 40 PVC 0 UMITYPLANNOTES XI[Smuc__ IN WITH 15" RCP @ 4. % MIN. CLEANOUT TAPPING SLEEVE I LE :319.00 INV: 331.80 f 1) ALL UTILITIES ARE TO BE INSTALLED PER LOCAL REQUIREMENTS. TFFMM MHS Rltyf- 331. 17' ? IN. 2) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND FOLLOWING ALL LOCAL UTILITY INSTALLATION REQUIREMENTS. IF A jj 1 20 LF 6" CH 40 PVC . 00 CONFLICT SHOULD ARISE BETWEEN THE DETAILS SHOWN ON _q. ipnqp:n 18 RCP OUT.' U7 c) —333 Sr %:0-77.60 THESE PLANS AND THE LOCAL UTILITY SPECIFICATIONS. THE LOCAL w LL w cj w 'i uj UTILITY SPECIFICATIONS SHALL GOVERN. 6 ui H ui �i H cj d� 9.1 8-� 319.00 c 3) ONLYA LICENSED CONTRACTOR IS ALLOWED TO INSTALLANY ss ss fe PUBLIC UTILITY SHOWN WITHIN THESE PLANS. I g 11 —bu 1 4) THERE MUST BE MINIMUM 24- SEPARATION BETWEEN WATER AND SANITARY SEWER LINES ACCORDING TO HARNETT COUNTY LEA OUT' 19.00 DEPARTMENT OF PUBLIC UTILITIES (HCDPU). RI P N V 66 66 DROP INLET GRATE. 329 North IN: 320.92' OUT.- 320.868 Carolina cg-a- TRAFF1 ov TRAFFIC C, SIGNAL BOXES -1-TVITT: M,//-1 www.nc8ll.org SIGNAL BOX TRAFFIC SIGNAL ;:d, WN POLE "all N3 TRAFFIC M SIGNAL CURB INLET 0 CURB INLET BOXES HOOD: 331.85' HOOD: 333.55' OUT.' 328.88' I OUT 330.02' u m >1 m -Tl CENTENNIAL PARKWAY x -2 , - 11 T ls" BI N I 350 345 340 335 330 325 320 318 SANITARY SEWER PROFILE PROFILE SCALES: H: 1" = 20' V:1 " =5' PROFILE SCALES: WATER LINE PROFILE H:1" =20' qvn 340 V:1" = 5' LOCATION V CONNE 34 33 340 33 335 32 330 32, 325 31 320 31 HERE THE 6" DI WATER LINE CTS TO THE 8" WATER MAIN. PROPERTY LINE- ELEV.=327.70" STA: 0+52.43 5 FINISHED GRADE EXISTING 15* RCP ._v STA: 0+29.3 ELEV321.46 .. ....... — — - ---------- - I ------------ --- EXISTING —2 'PVCSS —PIPE STA: 0+37.5 ELEV 319.78 0 - -------- - -- 4 - - - ---- - ------------- — SEE LJMBING � ROPOSED PIPE TIE XI[Smuc__ IN WITH 15" RCP TAPPING SLEEVE LE :319.00 ipnqp:n 18 RCP Sr %:0-77.60 w LL w cj w 'i uj 6 cd ui w 6 ui H ui �i H cj d� PROFILE SCALES: WATER LINE PROFILE H:1" =20' qvn 340 V:1" = 5' LOCATION V CONNE 34 33 340 33 335 32 330 32, 325 31 320 31 335 330 325 320 315 310 318 -0+25 0+00 0+25-- 0+50 0+75 LL A, -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 < Z w z < a02 w0 M0,0 D z < T 0 2 L) 0 SHEET NUMBER I CU -105 L ,SHEET 13 � 92 HERE THE 6" DI WATER LINE CTS TO THE 8" WATER MAIN. PROPERTY LINE- ELEV.=327.70" STA: 0+52.43 5 FINISHED GRADE EXISTING 15* RCP ._v STA: 0+29.3 ELEV321.46 .. ....... 01 ------------ --- EXISTING —2 'PVCSS —PIPE STA: 0+37.5 ELEV 319.78 0 335 330 325 320 315 310 318 -0+25 0+00 0+25-- 0+50 0+75 LL A, -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 < Z w z < a02 w0 M0,0 D z < T 0 2 L) 0 SHEET NUMBER I CU -105 L ,SHEET 13 � 92