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Home My WebLink About151-94 OVERSIZE PLANS 1995t A ' ' • A An 0 ARV AIR RELEASE VALVE MIN MINIMUM AU AERIAL UTILITY Mu MECHANICAL JOINT BEMC BRUNSWICK ELECTRIC MH MANHOLE MEMBERSHIP CORPORATION RC= REINFORCED CONCRETE PIPE BFV BUTTERFLY VALVE RJ RESTRAINED JOINT CATV CABLE TELEVISION RED REDUCER CMP CORRUGATED METAL PIPE R/W RIGHT OF WAY CONC CONCRETE SQ SQUARE DET DETAIL SS SANITARY SEWER FORC MAIN DIP DUCTILE IRON PIPE STA STATION EA EACH TELE TELEPHONE ECC ECCENTRIC TP TELEPHONE PEDESTAL EL ELEVATION TYP TYPICAL ESMT EASEMENT UST UNDERGROUND STORAGE TANK FLG FLANGE UT UNDERGROUND TELE/CAN FH FIRE HYDRANT W WATER GV GATE VALVE WM WATER MAIN INV INVERT YDS YARDS LF LINEAR FEET t APR 19 1995 DIVISION OF COASTAL MANAGEMENT G"-NTY OF RUN WICK NORTH CAROLINA d 14 , 1 1! [1 k-14-tl 1993-1994 WATER SYSTEM IMPROVEMENTS NUVEMBER 1994 tA - iA r..� :. IX _�' •� , r LAC ,,. LLA um• ,� i CONTRACT A, •�17N • -• III\) .. tJ �' 3� Mil./ \ �1 U kin lix ink Ulf ILX -- r c ma r.a► A .i � o LOCATION MAP CAMP DRESSER k McKEE RALEIGH, NORTH CAROLINA CONSTRU '.'ION NOTES., 1. THE Wr% i ER MAIN TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT IS SHOWN AS A CONTINUOUS HEAVY LINE ON THE DRAWINGS FOR CLARITY. WHERE THIS LINE IS SHOWN TO CROSS OTHER UTILITIES, CONTRACTOR SHALL INCLUPF IN HIS BASE BID ROUTING OF THE WATER MAIN UNDER THESE UTILIT4,3 WITH MINIMUM 18-INCH CLEARANCE IN ACCORDANCE WITH THE UTILITY CROSSING DETAIL(G TAIL A/14). 2. THE PROPOSED WATER MAIN SHALL BE INSTALLED WITH MIN. 3'-0" COVER FROM EXISTING GRADE, UNLESS OTHERWISE NOTED (TYP. ALL SHEETS). 3. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL MEASURES AS DESCRIBED ON THE PLANS AND IN THE SPECIFICATIONS. MAINTAIN ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD TO MINIMIZE OFFSITE TRANSPORT OF ERODIBLE MATERIAL. 4. THE FIRE HYDRANT SYMBOL (1) AND THE WORDS "FIRE HYDRANT" REFER TO THE FIRE HYDRANT DETAILS ON SHEET 13 AND SHALL INCLUDE INSTALLATION OF THE ENTIRE FIRE HYDRANT ASSEMBLY (E.G. GATE VALVE, HYDRANT PIPE AND BENDS FULLY RESTRAINED WITH RODS, BLOCKING AND CRUSHED STONE). ALL HYDRANTS SHALL BE INSTALLED ON THE BACKSIDE OF THE DITCH OPPOSITE THE ROAD. 5. REPAIR/REPLACE DISTURBED FENCES. CULVERTS, DRIVEWAYS, ROADS, HEAD WALLS AND ANY OTHER DISTURBED ITEMS TO ORIGINAL CONDITIONS. PROTECT TREES AND EXISTING FACILITIES FROM DAMAGE DURING CONSTRUCTION. INDEX OF DRAWINGS --)SHEET NUMBER 1 2 5 6 7 8 -,)0a— 9 10 11 12 Wo Pow Zoo ms 13 14 DESCRIPTION PLAN — STA 0+00 TO 24+78 PLAN — STA 24+78 TO 52+60 PLAN — STA 52+60 TO 86+65 PLAN — STA 86+65 TO 118+68 PLAN — SfA 118+6T —70 151+19 PLAN — STA 151+19 TO 183+66 PLAN — STA 183+66 TO 216+24 PLAN — STA 216+24 TO 246+16 PLAN — STA 246+16 TO 278+67 PLAN — STA 278+67 TO 308+94 PLAN — STA 308+94 TO 338+42 PLAN — STA 338+42 TO 365+00 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS f•CAR01'' .,ts 0 • ' q = SE AL is 153,94 ' ell environmental engineers, scientists, planners, & management consultants CDM 6478-2 f �t td '1.G. GRID �••.�, 'tORIZONTAL R oR UN A.D. 1983 �'^� D DtSTgNCES EL TON BRIjCE CLEM R.F. CAMERON MONS Lo APPROXIMATE LIMITS OF PERMANENT + SILT FENCE�Q UTILITY 'EASEMENT \ co 0 FIRE HYDRANT Z 3.6 J ro ' SR , QE CHiMN�Ys -,.8� ' , 1 90 + oo I 120 w_ R 1U111V e GE 40 LF 72• RJ Dip 12'-45 RJ DI BEND.. LACY L LANCASTER 12•x6" MJ DI TEE W/THRUST BLOCK SEE DETAIL H/13 LACY L. LANCASTER RICHARD PAUL JONES LEGEND: AU AERfAL UTILITY d UTIUTY POLE UT UNDERGROUND TELEPHONE TP ❑ TELEPHONE PEDESTAL R/W— RIGHT-OF-WAY TS TOP OF SLOPE BS BOTTOM OF SLOPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE UE UNDERGROUND ELECTRIC FENCE EP EDGE OF ASPHALT PAVEMENT D CENTERLINE OF DITCH REV. ' I DATE I DRWN I CHKD MIN 40 fF l i RJ DIP R.F. CAMERON N. C' GRID N HTAL OR ORi20N 17•f N.A. GROUND ,TqN 3 CES J b 105+00 12W - PllC NOTES: ALL ELEVATION ARE BASED ON N.G.V.D. ' 929. PROPERTY LINES ARE DIGITIZED FROM BR-NSWICK COUNTY TAX MAPS. 50 0 50 100 SCALE FEET® REMARKS 12'x6' MJ DI TEE W/THRUST BLOCK SEE DETAIL E/13 R.F. CAMERON o � � r b N 95+00 V4-145 r S.R. 1115 STONE CH MNEY RD. DESIGNED BY: L.B.GARRETT , CAMP DRESSER & McKEE DRAWN BY: S.DELAOSSA SHEET CHK'D BY: T.JACKSON CROSS CHK'D BY: W.DOWBGGIN SR. 1115 STONE CHIMNEY RD. MASON DEAN SMITH AND LACY L LANCASTER DEAN THOMAS SCALE: VERT: 1" - 3' HORIZ: 1" - 10' I 110+00 APPROVED BY: We p NOVEMBER 1994 environmental engineers, scientists, DATE: planners, & management consultants CDM JIMMIE PATTERS N v4-151 LACY L. LANCASTER , 47H W m i- tfe h 1�€FL.eLTS ,rZE I h1 M FG JAME D. HORNE BRUNSWICK COUNTY NORTH CAROLINA CONTRACT A STONE: CHIMNEY/SABBATH HOME WATER MAIN 12"x6• MJ DI TEE W/THRUST BLOCK SEE DETAIL H/13 K�:yNETH CARL ACKSON FIRE HYDRANT AIR RELEASE VALVE MH SEE DETAIL F/13 12'w-PVC r- LACY L. LANCASTER ROSSIE HUMPHREY I RICHARD PAUL JONES McLAURIN CARL P. JACKSON FIRE HYDRANT I V4-140 12"x6' MJ DI TEE —' W/THRUST BLOCK SEE DETAIL E/13 �,,.•��, E A RO ¢''•., ,Q.. �..., r� S E A C :F z /o ......I•• �1 W. ': CARL`:, P. JACKSO ,< i s PLAN SHEET ,aTA 86+65 TO STA 118+68' �co cm � 100 r 1 T id i 94 = PROJECT NO. 6478-2 SHEET NO. 4