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Home My WebLink About06020007.16(NO SCALE) ALL WATERMAIN SERVICE LINES TO TERMINATE 8 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. NOTE: POST —CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. NO WATERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID. AND WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID FULL DEPTH GRANULAR BACKFILL (SAND) IS NEEDED FOR ALL STREET CROSSINGS ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS w Z J 3 1' -0 "(MIN.) N (CONFORM TO LOCAL REQUIREMENTS) Q VALVE Z COVEF 15' -20' O.D. + 1' 1' K COPPER SERVICE U E rs LF. 200 L ANGLE VALVE 63 LF. PROTECTED °. IN WITH PLASTIC 118 WRAP I z 1' K OOPPER Ln M 1" CORP. OL� COCK DEGREE OF 6" 1.. COPPER SERVICE O� 14" _ Y K COPPER PIPE TO BE SUPPORTED ALONG ENTIRE 201 LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) ALL WATERMAIN SERVICE LINES TO TERMINATE 8 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. NOTE: POST —CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. NO WATERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID. AND WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID FULL DEPTH GRANULAR BACKFILL (SAND) IS NEEDED FOR ALL STREET CROSSINGS ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS w Z J 3 1' -0 "(MIN.) N (CONFORM TO LOCAL REQUIREMENTS) Q VALVE Z COVEF N ACCORDANCE WITH SPECIFICATIONS ATE ,LVE WATER MAIN TEE OR CONCRETE THRUST BLOCK FIRE HYDRANT DETAIL (NO SCALE) NOTE: FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. i `5v� ;Z _w i 1 IX. i EX. F.H. �y �' t^ CA 8 ' 187 189 188 TEMP. FH TO BE REMOVED Y K COPPER SRVICE LIE 31 Lr. 190 128 1' K CAPPER SERVICE LIIE �. �• •• " - 31 LK 191 127 1• K COPPER . G SERVICE LW i' JI L.F. �K - 192 Apr' 1' K COPPER - r SERVICE UNE ," �' 26 LF. 193 125 - -- - - - - -- 'ao�CE COPPER LW - - - - - -- - - r_ - $� 28 LF. 194 - - 1' K COPPER SERVICE LIE - -- 63 LF. 124 - 1' K COPPER SEA LW 25 LF 195 1' K COPPER ;. SERVICE LINE 123 63 LF. - - - - 1' K COPPER -- -- -- -- - - - - - -- _ w - 25 LF. 196 122 1' K COPPER 30' B-B- SERVICE LW 63 LF. 197 50' R W I, K COPPER _- .... - - -- 1' K COPPER SERVICE U E j - SERVICE LME 121 63 LF. j t 1' K COPPER — -- , SERVICE LINE — sa LF 198 - - - -- - - - - -- 1' K COPPER SEANCE LX 63 LF. 120 1' K COPPER SERVICE LIE 28 LF. 1' K COPPER SERVICE LW 63 LF. FH 119 - -. - ° LINE LENGTH 1' K COPPER SERVICE U E rs LF. 200 L z 63 LF. 3 0' -6" IN IN EACH 118 2' -0" DIA.X2' -0 "DEEP I m i 1' K OOPPER DRAINAGE PIT PRESSURE 0 w SERVICE LME DEGREE OF 6" 8" — LF. 14" _ Y K COPPER 24" 201 BEND SERVICE LW . 0 CONCRETE / CONCRETE BEARING PAD THRUST BLOCK OR ANCHOR CAST —IN —PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED N ACCORDANCE WITH SPECIFICATIONS ATE ,LVE WATER MAIN TEE OR CONCRETE THRUST BLOCK FIRE HYDRANT DETAIL (NO SCALE) NOTE: FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. i `5v� ;Z _w i 1 IX. i EX. F.H. �y �' t^ CA 8 ' 187 189 188 TEMP. FH TO BE REMOVED Y K COPPER SRVICE LIE 31 Lr. 190 128 1' K CAPPER SERVICE LIIE �. �• •• " - 31 LK 191 127 1• K COPPER . G SERVICE LW i' JI L.F. �K - 192 Apr' 1' K COPPER - r SERVICE UNE ," �' 26 LF. 193 125 - -- - - - - -- 'ao�CE COPPER LW - - - - - -- - - r_ - $� 28 LF. 194 - - 1' K COPPER SERVICE LIE - -- 63 LF. 124 - 1' K COPPER SEA LW 25 LF 195 1' K COPPER ;. SERVICE LINE 123 63 LF. - - - - 1' K COPPER -- -- -- -- - - - - - -- _ w - 25 LF. 196 122 1' K COPPER 30' B-B- SERVICE LW 63 LF. 197 50' R W I, K COPPER _- .... - - -- 1' K COPPER SERVICE U E j - SERVICE LME 121 63 LF. j t 1' K COPPER — -- , SERVICE LINE — sa LF 198 - - - -- - - - - -- 1' K COPPER SEANCE LX 63 LF. 120 1' K COPPER SERVICE LIE 28 LF. 1' K COPPER SERVICE LW 63 LF. FH 119 - -. - n 202 1' K OOPPER SERVICE LME 63 L.F. — 118 1' K COPPER SRNCE LME 25 LF. 203 1' K COPPER SERVICE U E 63 LF. 115 1' K OOPPEII SCALE: 1"= 60' PRESSURE PIPE JOINT RESTRAINT TABLE 1' K OOi+PER SERVICE LME LENGTH 1' K COPPER SERVICE U E rs LF. 200 L z 63 LF. I IN EACH 118 FROM - 204 1' K OOPPER 150 psi TEST PRESSURE SERVICE LME DEGREE OF 6" 8" — LF. 14" _ Y K COPPER 24" 201 BEND SERVICE LW . 63 LF. I 90% TEES 117 35' - _. 58' 65' Y K COPPER 80' 95' 115' SERVICE LME I _. 26 LF. n 202 1' K OOPPER SERVICE LME 63 L.F. — 118 1' K COPPER SRNCE LME 25 LF. 203 1' K COPPER SERVICE U E 63 LF. 115 1' K OOPPEII SCALE: 1"= 60' PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINED L z >- I IN EACH DIRECTION FROM 1/4 OF BEND 204 BASED ON 150 psi TEST PRESSURE DEGREE OF 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" BEND BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, r` I 90% TEES 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' & PLUGS I Z O LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD 00 Q z -- 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2* 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -1 /4° 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' .. Z O w Y Q w Q } o 0 m U W mod ............. ,� R ;'o D t0 9�3' =>:2o010 m. a z.............. Ld W U RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. LEGEND Q PROPOSED HYDRANT W 16" VALVE ISI • VALVE KI REDUCER co af z Q 0 L z >- I - W > a' O 204 cn 0 X z Q BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, r` I � ---f -, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER uj N z 114 SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE W I Z O LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD 00 Q z -- Ld 205 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE Ln ° z 190""� � Ln I INSTALLATION. FINAL BACKFILL FOR WATER MAINS WATER J � 113 co z 00 SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS 0 w U L, 8LNIE 28 LF. L J 204 NOTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, ---f -, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER z 114 SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE � U LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD Q -- 205 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ° 190""� 11 - INSTALLATION. FINAL BACKFILL FOR WATER MAINS WATER 113 17K COPPER - SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS SEIRYIICE W LF. UK UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW 1'KCOPPER 206 FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS SERVICE ""E OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM 112 1*KK LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR -- - - - EC - -- LF. 207 THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL - _ v rSERVICE °O�Otu1E FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START z L.L. 0� — OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 Q m 111 U 1COPP STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND Q N s . -50 w - 2"-F SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD __ i'KCOPPER 208 PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY UK THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE r) Z ti 110 c _ r K caPPER SO UK - - - - -- - STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT cr of 0 ----- _ __- _— 209 REQUIREMENT SHALL GOVERN. 0 ER vI \ s• 109 9soiLuKE - - �° �- - - Q Z W 1' K COPPER MR LME , ^ v , - 210 NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, V) SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS bT- - -- OF THE JURISDICTION OF THE UTILITY, THE MINIMUM _ — PAVEMENT TO TEMP. F.H. LANCE DRIVE COVER FROM THE TOP OF THE INSTALLED PAVEMENT BE REMOVED 1no BE REMOVED TO THE TOP OF THE INSTALLED PIPE SHALL BE THE — � �'— — PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND F. STING WA Ex TEMP. FH REMOVED AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS w 4 BE REMOVED ` TO BE 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY � THAT HAS JURISDICTION OVER THE INSTALLATION HAS v F.H. To BE PERM MORE STRINGENT COVER REQUIREMENT, THE MORE- STRINGENT REQUIREMENT SHALL GOVERN. 4 0700