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NOTE: CONTRACTOR SHOULD BE AWARE OF LANGUAGE IN PLUMBING CODE - SECTION NOTE: CONTRACTOR SHOULD BE AWARE OF LANGUAGE IN PLUMBING CODE - SECTION /1 <br /> 4715.2280 - REQUIRING ANCHORING OF THE WATER METER 4715.2280- REQUIRING ANCHORING OF THE WATER METER <br /> PREVIOUSLY INSTALLED 1" WATER SERVICE CONNECT WATER 1" WATER SERVICE (LF) I" WATER SERVICE CONNECT WATER <br /> DIRECTIONALLY DRILLED - SERVICE TO EX DIRECTIONALLY DRILLED - SERVICE TO EX <br /> CURB STOP TO HOUSE (LF) PUMBING INSIDE HOME DIRECTIONALLY DRILLED OR CURB STOP TO HOUSE (LF) PUMBING INSIDE HOME <br /> PER EACH OPEN CUT PER EACH <br /> 2335 Highway 36 W <br /> St Paul, MN 55113 <br /> Ph: 651 - 6364600 <br /> Fax 651 -636 -1311 <br /> www.stantmcoM <br /> P ® STANTEC 2012 <br /> S <br /> FwLL <br /> EXISTING <br /> CURB STOP DOSTING HOME CURB STOP EXISTING HOME a <br /> TYPE "K" COPPER OR TYPE "K" COPPER OR 3 <br /> POLYETHELENE PE 3408, PC 160 /DR11 POLYETHELENE PE 3408, PC 160 /DR11 OLYETHELENE PE 3408, PC 160 /DR11 <br /> (INSTALLED AT COST TO HOME (ANNE (INSTALLED AS PART OF PRO3ECT) (INSTALLED AT COST TO HOME <br /> AND LOCATION DESIGNATED BY OWNER) OWNER AND LOCATION DESIGNATED <br /> BY OWNER) <br /> WATER SERVICE INTO HOME - OFF PROJECT WATER SERVICE INTO HOME - ON PROJECT <br /> LU <br /> O o <br /> w <br /> INSTALL DOUBLE DRAINTILE ACROSS THE STREET n- <br /> ON EITHER SIDE OF STORM PIPE. CONNECT TO INSTALL A SINGLE DRAINTILE ACROSS THE STREET Z .�. <br /> EACH STRUCTURE. OVER STORM PIPE. CONNECT TO EACH STRUCTURE. H F <br /> 50' 3' S0 50' T S0 <br /> J_ �z <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> L U Q � <br /> riI <br /> Ly <br /> ! - -- - -- - -- W cn <br /> SEE'8ELOW SEE'BELOW („) fh <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —4 <br /> t 4 4 g g ON <br /> REPLACE +/- 10 LF CONCRETE CURB AND <br /> REPLACE +/- 10 IF CONCRETE CURB AND GUTTER AS DIRECTED IN FIELD BY ENGINEER <br /> GUTTER AS DIRECTED IN FIELD BY ENGINEER <br /> so sa <br /> ai <br /> RESTORATION <br /> • `-- .: -: -:: ,: •;;. " - -': -- -.'- :...•:...:<::; .... ER REPAIR ROAD No.rtEVbmN DATE <br /> 4" DRAIN TILE <br /> • _ STORM SEW <br /> C TYPICAL SECTION SEE C1.02 <br /> i 4 4 4 � `— ' -' / - - t. • 3.5" BITUMINOUS MIXTURES � of <br /> 4 8" CLASS 5 GRAVEL BASE <br /> 20" SELECT GRANULAR BORROW <br /> .�• STORM SEWER REPAIR ROAD RESTORATION <br /> TYPICAL SECTION SEE C1.02 v� 4" DRAIN TILE <br /> — — — = — . 3.5" BITUMINOUS MIXTURES <br /> 8" CLASS 5 GRAVEL BASE � <br /> VARIABLE DEPTH SELECT GRANULAR BORROW <br /> m DO NOT E3(TEND GRANULAR SECTION LOWER -L—T. nn <br /> EXCAVATE & RECOMPACi THAN THE MID POINT OF THE PIPE. <br /> o <br /> S g WITH CLAY MATERIAL 5 S L <br /> o <br /> O ROAD BED CONSTRUCTION AT CB CROSSING - SHALLOW ROAD BED CONSTRUCTION AT CB CROSSING - DEEP <br />