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a <br />G STEELT POST <br />MARKER PAINT UPPER <br />PROPOSED FINISHED 9'TY 12" BLUE (INCIDENTAL) <br />STREET ELEVATION 1, <br />_CURB STOP & BOX <br />w w POLY WRAPPED <br />0 0 <br />1"COPPER SERVICE <br />EXPANSION 0.5'FEARED&CRIMPED <br />LOOP O V PERFLA SERVICE C LINE <br />(INCIDENTAL) <br />22' MAX <br />1" CORPORATION STOP AND CONCRETE BRICK <br />WATERMAIN TAPPINGMI)DLEASREQUIRED <br />(AS SPECIFIED) (PIACEELBOWTO MAINTAIN <br />COVER AS NEEDED) <br />WATER SERVICE INSTALLATION <br />NEW CONSTRUCTION <br />NOT TO SCALE <br />MTEDRSER ICE ALLW <br />, ©&MENKINSTALLATI BOLTONNNEWCONR L <br />WAT-300 <br />Real People. 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CONNECTIONS TO EXISTING WATERMAINS AND TRACER WIRES VARY BY LOCATION. <br />•a�iai�if:�t <br />1 1 I 11 <br />L� <br />3. DO NOT CAD WELD TRACER WIRE TO DUCTILE IRON PIPE. <br />TRACER WIRE SYSTEM SCHEMATIC - WATER DISTRIBUTION <br />NOT TO SCALE <br />NEW WATERMAIN <br />DEAD END SNB FOR <br />FUTURE EXTENSION <br />-PROVIDE GROUNDING <br />ANODE ATTRACER WIRE <br />DEAD END <br />CONTINUATION <br />OF PROJECT <br />UMITS <br />PROVIDE GROUNDING <br />ANODE AT TRACER WIRE <br />DEAD END. DO NOT <br />CONNECT TO IRON PIPE <br />ISTING IRON MAIN <br />POA. DETAIL LOG ® BOLTON <br />_ onoeoPurENo: TRACER WIRE SYSTEM REVISIONS: DATE: <br />WAT-310 SCHEMATIC- WATER creates ADIDetzoLs &MEN K <br />II <br />z DISTRIBUTION <br />Real People. Real Solutions. <br />I <br />TRACER WIRE <br />WATER SERVICE <br />SERVICE SADDL \ <br />TAPE @ VI NCREMENTS <br />WATERMAIN. TRACER WIRE <br />GEL -FILLED WIRE NUT <br />AS SPECIFIED <br />NOTE: <br />TRACER WIRE, CONNECTORS, <br />AND TAPE ARE INCIDENTAL TO <br />WATER SERVICE INSTALLATION <br />WATER SERVICE TRACER WIRE CONNECTION <br />NOT TO SCALE <br />PO'V'O. <br />TRACER <br />�7e• WATER <br />RIEE ILLOG <br />TRAERWIBOLTON <br />CONNECTION& MENK <br />WAT-102 <br />Neal People. Real Solutions. <br />SEE NOTE 4 <br />-SEE NOTE 0 <br />PLAN 90° BENDS PLAN 45° BENDS <br />SEE <br />IZIIETE BE <br />THIS QUADRANTPPE C%, S2. <br />BE TERIA <br />ON DIS FIRE <br />CONCH SECTION A -A PLAN 221/2° BENDS <br />POND <br />CONCRETE DETAIL I BOLTON <br />THRUST BLOCKING <br />& MENK <br />uWAT-207 Real People. 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RealSolutions. <br />TRACER WIRE ACCESS AT HYDRANT <br />NOT TO SCALE <br />00,IKgceH wIHE <br />ACCESS AT BOLTON <br />RUN°Rt, . &MENK <br />uWAT-300 Real P1.111 Real Solution, <br />BACKFILL <br />FASTEN BOTH WIRESTO <br />rrCOMPACrED <br />/ AS SPECIFIED <br />PIPE <br />DRILL HOLE TO PASS <br />SPECIFIED AS SPECIFIED <br />4" DIAMETER <br />CENTERING RING <br />12" MIN <br />GRANULAR BEDDING & <br />LOOP 2' OF EACH <br />ENCASEMENT MATERIAL <br />O OD <br />AS SPECIFIED <br />PIPE <br />(FIELD CUT TO <br />6" <br />TRACER WIRE AS SPECIFIED <br />LENGTH) <br />TAPE TO PIPE AT V INTERVALS, <br />PLACE BELOW SPRING LINE <br />00+24" <br />Ld(INCIDENTAL) <br />PVC WATERMAIN TRENCH <br />INSIDE DIAMETER <br />NOTTOSCALE <br />P°NO <br />PVCWATERMAIN <br />EAUL W <br />BOLTON <br />& MENK <br />oE`" <br />u„�„ <br />& MENK <br />Real People. Real SDlutions. <br />•a�iai�if:�t <br />1 1 I 11 <br />L� <br />WAT-200 <br />Real People. Real Solution. <br />TRACER WIRE ACCESS AT HYDRANT <br />NOT TO SCALE <br />00,IKgceH wIHE <br />ACCESS AT BOLTON <br />RUN°Rt, . &MENK <br />uWAT-300 Real P1.111 Real Solution, <br />ITY OF ORONO <br />45'BEND (TYP) SEWER PIPE <br />18' MIN <br />�SANDCUSHION <br />INSULATION MI SLEEVE <br />MEGALUG RESTRAINT <br />AT EVERY JOINT <br />6” MIN <br />NOTES: <br />1. PROVIDE MEGALUG RESTRAINTAT101NTON BENDS <br />AND AS SHOWN THIS DETAIL <br />2. COAT gLLANCHOTAGEASPERSPECS <br />3. PROVIDE SAND CUSHION BETWEEN TOP OF <br />WATERMAIN AND BOTTOM OF SEWER PIPE, MIN <br />DIMENSIONS AS SHOWN THIS DETAIL (INCIDENTAL) <br />4. INSULATION TO BE 2" THICK POLYSTYRENE <br />WATERMAIN OFFSET <br />NOTTaSCALLE <br />DC <br />PON° WATERMAIN NIL LOG BOLTON <br />DOFFSET _ M � & MENK <br />WAT-203 Real Peope. Real Solu[ionx <br />FINISH GRADE <br />EXTEND WITHIN 6" <br />OF TOP COVER <br />FASTEN BOTH WIRESTO <br />INSTALL PVC CAP, <br />2" SQ NUT <br />DRILL HOLE TO PASS <br />ON CURB BOX TOP <br />4" DIAMETER <br />CENTERING RING <br />(INCIDENTAL) <br />3/8" SET BOLT <br />LOOP 2' OF EACH <br />BLUE JACKET TO <br />13/2' SQTUBE <br />WATER SERVICE <br />PIPE <br />(FIELD CUT TO <br />2" DIA SCH 40 PVC <br />TRACER WIRE WITH RED <br />LENGTH) <br />OR BLACK JACKET TO <br />2-1/B" X 2-1/8" <br />Ld(INCIDENTAL) <br />TRACER WIRE CONNECTED TO CURB BOX <br />INSIDE DIAMETER <br />P°NO <br />ADJUSTABLE VALVE EXTENSION STEM <br />NOTTOECAu <br />POND <br />ADIUSTABLE <br />VALVEEXTENSIONBOLTON <br />RD„DPIATEND <br />DWAT-4o3 <br />I a-., LW <br />& MENK <br />Real P.S. Real Solurions. <br />Real People. Real SDlutions. <br />•a�iai�if:�t <br />1 1 I 11 <br />L� <br />ITY OF ORONO <br />45'BEND (TYP) SEWER PIPE <br />18' MIN <br />�SANDCUSHION <br />INSULATION MI SLEEVE <br />MEGALUG RESTRAINT <br />AT EVERY JOINT <br />6” MIN <br />NOTES: <br />1. PROVIDE MEGALUG RESTRAINTAT101NTON BENDS <br />AND AS SHOWN THIS DETAIL <br />2. COAT gLLANCHOTAGEASPERSPECS <br />3. PROVIDE SAND CUSHION BETWEEN TOP OF <br />WATERMAIN AND BOTTOM OF SEWER PIPE, MIN <br />DIMENSIONS AS SHOWN THIS DETAIL (INCIDENTAL) <br />4. INSULATION TO BE 2" THICK POLYSTYRENE <br />WATERMAIN OFFSET <br />NOTTaSCALLE <br />DC <br />PON° WATERMAIN NIL LOG BOLTON <br />DOFFSET _ M � & MENK <br />WAT-203 Real Peope. Real Solu[ionx <br />FINISH GRADE <br />CURB STOP BOX <br />FASTEN BOTH WIRESTO <br />INSTALL PVC CAP, <br />TRACER WIRE TERMINAL <br />DRILL HOLE TO PASS <br />ON CURB BOX TOP <br />W IRE THROUGH <br />(INCIDENTAL) <br />TRACER WIRE WITH <br />LOOP 2' OF EACH <br />BLUE JACKET TO <br />TRACER WIRE IN <br />WATER SERVICE <br />PIPE <br />2" DIA SCH 40 PVC <br />TRACER WIRE WITH RED <br />PIPE, 24" LONG <br />OR BLACK JACKET TO <br />GROUNDING ANODE <br />Ld(INCIDENTAL) <br />TRACER WIRE CONNECTED TO CURB BOX <br />NOT TO SCALE <br />P°NO <br />CONINNECTCER ,EOTOBOLTON <br />o„o�BO <br />&MEN K <br />a <br />WAT-308 <br />Real P.S. Real Solurions. <br />RIPRAP AT RCP OUTLETS <br />SOLUTION <br />O. 7& <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />eeDavid <br />k e <br />WeY <br />Hames <br />.doo�--- <br />cn <br />I— <br />Z <br />LU <br />C <br />N U <br />O <br />Z <br />N < Z <br />O <br />0 o U <br />Irw <br />U Z <br />O H J <br />Z o N Q <br />oC o O w <br />O o U o <br />hereby certify that this plan, <br />specification, o report w <br />o <br />prepared by m under Try <br />direct supervisionand that I <br />a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the Slate of <br />MINNESOTA <br />MARK RAUSCH, PE <br />6-3-2021 43480 <br />Dote License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL -PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />3 <br />•a�iai�if:�t <br />1 1 I 11 <br />L� <br />SOLUTION <br />O. 7& <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />eeDavid <br />k e <br />WeY <br />Hames <br />.doo�--- <br />cn <br />I— <br />Z <br />LU <br />C <br />N U <br />O <br />Z <br />N < Z <br />O <br />0 o U <br />Irw <br />U Z <br />O H J <br />Z o N Q <br />oC o O w <br />O o U o <br />hereby certify that this plan, <br />specification, o report w <br />o <br />prepared by m under Try <br />direct supervisionand that I <br />a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the Slate of <br />MINNESOTA <br />MARK RAUSCH, PE <br />6-3-2021 43480 <br />Dote License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL -PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />3 <br />