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95% RELATIVE <br /> COMPACTION OF RESTORE (E) SURFACE <br /> BACKFILL NATIVE GRAVEL/ROAD SURFACE %-Y— y <br /> SOIL, OR <br /> RED-CONCRETE CONDUIT SCHEDULE 080162 PROTECT O90 W W <br /> SLURRY O ROAD ,.,F'. c CONRITI FROM TO $a TYPE CIRCUITS SwRETYPE DWGA CUYYElirS REV <br /> CROSSING K- ?CP REORDER jICP1 1' PVC COATED RSC 43V 1N.GNO 36W153, <br /> 368161 <br /> WARNING TAPE K-2088CP . CP1 JBCP2 1- PJCCOATEDRSC ON I"GNO murI53. <br /> 2"C, PVCI MUMCOATED RGS K-2049CP JSCPI A141 t' PVC COATED RSC 43V 2".GND 3601153. <br /> 00 161 <br /> - K-2090CP Mt AIL2 1' PVCCOATEDR3C 43V la6.WlD 3001153. <br /> MUM <br /> N W2081CP JaCP2 JBCP3 1' PVC COATED RSC 4N 1a1.GN0 3801153. <br /> 3800161 <br /> 1' D.C. ` R2W2CP 397P3 N 3 t' RICCOAMDRSC 4N 2"GNO 30041s]. <br /> 606161 <br /> '3 REBAR i�15w <br /> K2 ICP A 3 NN V WCCDATEDRSC 4N 110.GND 38J615]. <br /> (TYP. 4) 3� ih 3804161 <br /> .Y K-2091CP JBLP3 NRS t' WCCOATEDRSC 4N 2Nfi.GND 3806153. <br /> 3806161 <br /> 2 3" IK2095CP NRS NRfi 1• WCCOATEDRSC 4N IN.C6D 3604161 <br /> MIN RED CONCRETE <br /> SECTION P E NEM UNIT CATT.E— <br /> BACKFILL <br /> O ROAD CROSSING _ CODE NO O>Y �SCRIPTKMN RUWIr1 <br /> \/ <br /> M7 CMIST TIN PROJECT CN2 741" <br /> FT PW W2.W AWG <br /> FT P.1W&I,N AWG <br /> RESTORE EXIST, FT MMITFU(RD EEL.GN.VMUEDTHREADEDENDS. +-THDM45 <br /> GRAVEL/ROAD BASE VAi610(UV WC CCAINC FURNISHED N LOFT LENGTHS. OCAL40 <br /> VARt ONE COUPLING PER LENGTH <br /> 95% RELATIVE <br /> COMPACTION OF EA POLARIS4PORi CONNECTOR,1NTOe14 PpARISNATIVE <br /> SOIL <br /> WARNING TAPE <br /> n <br /> 2" CONCRETE CAP <br /> r <br /> 1500 PSI <br /> e <br /> 2"C, PVC .i ADD TO BOM 0602003 <br /> COATED RGS <br /> in <br /> SAND <br /> `+1 <br /> 2 . <br /> 3" 3- <br /> ±1'-O" MIN <br /> Project:74010040 <br /> SECTION m Date:A-?-ten SKETCH: SK-CR1 <br /> 11GFTT TRAFFIC Approved:g36j <br /> AREA SHEET 3 OF 3 <br /> fK.11O Me16en <br />