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HomeMy WebLinkAboutC700 Water PlanI I I I- I I I I 93 I I I I I I 1" K COER 163 5 LF. LNE PP I 51 L.F. I I 1" K COPPER 164 57RLIFE LINE I O ee�� 165 I INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID. AND WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6" 8" 10" 12" 14" 16" 18" 20' 24" 30" 90 TEES PLUGS 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2* 3' 4' 5' 6' 7' 8' 9' 1 O' 12' 14' 11 -1/4° 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' 166 167 1 168 RECOR D 9 r'lo t o O l No. o Q DENNIS D. OLMSTEAD DATE 900012 Registered Land Surveyor STATE OF MDIAWI !'mac No. 900012 ALL WATERMAINS SHALL BE FULL DEPTH GRANULAR BACKFILL, PER CITY NOTE: DUCTILE IRON AND INSTALLED PER STANDARDS, SHALL BE PLACED FOR ALL FIRE HYDRANT MARKERS TO BE INSTALLED THE CITY OF CARMEL SPECIFICATIONS STREET CROSSINGS IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. BLUE REFLECTOR TAPE MUST BE INSTALLED 18" ABOVE THE PIPE NOTE: 11-11, (MIN.) (CONFORM TO LOCAL REQUIREMENTS) ONLY MUELLER HYDRANTS OD VALVE BOX AND VALVES MAY BE USED ANGLE VALVE 5' SIDEWALK COVER CURB III III- (PROTECTED WITH I I WRAP PLASTIC o d LINE fit- {4:ER` MAIN TEE OR V N "-6. IN i tI I I III: y MIN. DRAII A pp GE RRPT LINED WITH ACCORDANCE SPECIFICATIONS ED EXTILE VALVE IIII: ANCHORING TEE I COCK 1" I III I I I I I II= 1" COPPER SERVICE CONCRET CONCR E CONCRETE IELD LOCK GASKETS E THRUST BLOCK THRUST BLOCK INTO BELL JOINTS BEARING PAD CAST-IN-PLACE AGAINST BEFORE HYDRANT BI CK NG IF UNDISTURBED GROUND REQUIRED J City Streets Q h o ,bo/ SOCkfiN w Td initial backfill materials, placement and LLj mains, water service laterals, sanitary mains Piz z Iterals shall be in. acco he utility that has jurisdiction with the 3 z o isdiction over the w mains, water service laterals, sanitary :rvice laterals under and within 5-feet of W z Borrow for Structure Backfill meeting the O of the INDOT and shall be compacted in 0 u to not less than 95% Standard Proctor depth IS the material placed. The backflll �tk of the excavation below the start of the the pavement shall be No. 53 Stone requirements of the INDOT and shall be m s then 95% Standard Proctor Density. If the ids the utility that has jurisdiction over the e stringent final bockfill requirement, the -ment shall govern. Q o -01- OSWacec &SewecUnMCtirysrtees.dac Z H NOTE FOR INSTALLATION OF STORM MAINS, WATER MAINS, Z Q (Y SANITARY MAINS WATER SERVICE LATERALS, SANITARY 1Q 1-- SERVICE LATERALS UNDER CITY STREETS, REGARDLESS V) O OF THE JURISDICTION OF THE UTILITY, THE MINIMUM W COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE W Z PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 0 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS LJ 1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE I- F- COVER ALONG ANY PART OF THE PIPE FROM THE D Ld FINAL PAVEMENT ELEVATION. TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. Z O HOLEY MOLEY SAY, "DON'T DIG CAUTION tl BLIND MI T SHOWN MIS EXISTIN E RNICJND BASED 0 UPON ABOVE GROUND EVIDENCE I tl gs Q but Y Rm I h les, ks ode up t g .,n R, others) AND ARE SPECUTATNE IN NATURE. MERE MAT ALSO DRAWN BT. CHECKED BY: RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, III -�T 1T,,,I -III- BE OTHER EXISTING UNDERDROUNDUNUmES BAH EEF I US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, PI E To BE SUPPORTED ALONG ENTIRE FOR WHICH THERE IS NO ABOVE GROUND LENGTH EXCAVATE FOR EACH JOINT EVIDENCE OR FOR WHICH NO ABOVE GROUND snEET No ENOENCE WAS OBSE VEO THF. CONTRACTOR LOCATIONS o O WATER SERVICE INSTALLATION FIRE HYDRANT DETAIL O S Lj A YANDALL CONRMUCD EB 1 800 -382 -5544 HOULD BE V RIFTED BY THE CONTR CTOR CALL TOLL FREE PRIOR i0 A NY AND ALL CONSTRUCTION NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS 1 -800- 428 -5200 THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. (NO SCALE) (NO SCALE) FOR CALLS OUTSIDE OF UNDIMI4 eAaOBNO 47425S4 LEGEND o I PROPOSED HYDRANT W /6" VALVE o o y a o I EX �S VALVE I S EST 2 I I BLOW OFF ASSEMBLY 87 I 86 I II 1 II o 0 I I I I I I I s3 b REDUCER w w I EX. F li _J I— I H r I ALL WATERMAIN SERVICE LINES TO 6 I I EX. J.H. TERMINATE 8 FEET BEHIND SIDEWALK r' K COPPER SERVICE LINE 172 I I AND MARKED WITH A 4" PVC PIPE' e s STVSfE ALF 173 B K COPPER is FE LINE o I K COPPER LINE WITH A PAINTED BLUE TOP. a? Q� i 19358 C I I 51 RE L.F. 171 l 2 NOTE: POST -CAPS OR EQUIVALENT IS -o STATE OF P O A/DIANP: o N r o D REQUIRED ON ALL WATER VALVE INSALLATION AND MEGA LUGS SCALE: 1 50' PR POSED p N PROPOSED zz5 MUST BE INSTALLED AT ALL CCU e STOP v N CURB STOP se I MECHANICAL JOINTS. 170 nn 225 h^ �9 pfR THERE ARE TO BE NO MANHOLE OR WATER VALVES WITHIN THE STREET PAVEMENT, o 47.24• M CURBS, SIDEWALKS, OR ASPHALT PATHS. w 4 3.7 46.05' z ALL DUCTILE IRON WATERMAINS SHALL BE N BEDDED IN SAND, FROM THE BOTTOM OF mA mA I I I 169 THE TRENCH TO 12" ABOVE THE PIPE N M o o z 166 167 1 168 RECOR D 9 r'lo t o O l No. o Q DENNIS D. OLMSTEAD DATE 900012 Registered Land Surveyor STATE OF MDIAWI !'mac No. 900012 ALL WATERMAINS SHALL BE FULL DEPTH GRANULAR BACKFILL, PER CITY NOTE: DUCTILE IRON AND INSTALLED PER STANDARDS, SHALL BE PLACED FOR ALL FIRE HYDRANT MARKERS TO BE INSTALLED THE CITY OF CARMEL SPECIFICATIONS STREET CROSSINGS IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. BLUE REFLECTOR TAPE MUST BE INSTALLED 18" ABOVE THE PIPE NOTE: 11-11, (MIN.) (CONFORM TO LOCAL REQUIREMENTS) ONLY MUELLER HYDRANTS OD VALVE BOX AND VALVES MAY BE USED ANGLE VALVE 5' SIDEWALK COVER CURB III III- (PROTECTED WITH I I WRAP PLASTIC o d LINE fit- {4:ER` MAIN TEE OR V N "-6. IN i tI I I III: y MIN. DRAII A pp GE RRPT LINED WITH ACCORDANCE SPECIFICATIONS ED EXTILE VALVE IIII: ANCHORING TEE I COCK 1" I III I I I I I II= 1" COPPER SERVICE CONCRET CONCR E CONCRETE IELD LOCK GASKETS E THRUST BLOCK THRUST BLOCK INTO BELL JOINTS BEARING PAD CAST-IN-PLACE AGAINST BEFORE HYDRANT BI CK NG IF UNDISTURBED GROUND REQUIRED J City Streets Q h o ,bo/ SOCkfiN w Td initial backfill materials, placement and LLj mains, water service laterals, sanitary mains Piz z Iterals shall be in. acco he utility that has jurisdiction with the 3 z o isdiction over the w mains, water service laterals, sanitary :rvice laterals under and within 5-feet of W z Borrow for Structure Backfill meeting the O of the INDOT and shall be compacted in 0 u to not less than 95% Standard Proctor depth IS the material placed. The backflll �tk of the excavation below the start of the the pavement shall be No. 53 Stone requirements of the INDOT and shall be m s then 95% Standard Proctor Density. If the ids the utility that has jurisdiction over the e stringent final bockfill requirement, the -ment shall govern. Q o -01- OSWacec &SewecUnMCtirysrtees.dac Z H NOTE FOR INSTALLATION OF STORM MAINS, WATER MAINS, Z Q (Y SANITARY MAINS WATER SERVICE LATERALS, SANITARY 1Q 1-- SERVICE LATERALS UNDER CITY STREETS, REGARDLESS V) O OF THE JURISDICTION OF THE UTILITY, THE MINIMUM W COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE W Z PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 0 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS LJ 1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE I- F- COVER ALONG ANY PART OF THE PIPE FROM THE D Ld FINAL PAVEMENT ELEVATION. TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. Z O HOLEY MOLEY SAY, "DON'T DIG CAUTION tl BLIND MI T SHOWN MIS EXISTIN E RNICJND BASED 0 UPON ABOVE GROUND EVIDENCE I tl gs Q but Y Rm I h les, ks ode up t g .,n R, others) AND ARE SPECUTATNE IN NATURE. MERE MAT ALSO DRAWN BT. CHECKED BY: RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, III -�T 1T,,,I -III- BE OTHER EXISTING UNDERDROUNDUNUmES BAH EEF I US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, PI E To BE SUPPORTED ALONG ENTIRE FOR WHICH THERE IS NO ABOVE GROUND LENGTH EXCAVATE FOR EACH JOINT EVIDENCE OR FOR WHICH NO ABOVE GROUND snEET No ENOENCE WAS OBSE VEO THF. CONTRACTOR LOCATIONS o O WATER SERVICE INSTALLATION FIRE HYDRANT DETAIL O S Lj A YANDALL CONRMUCD EB 1 800 -382 -5544 HOULD BE V RIFTED BY THE CONTR CTOR CALL TOLL FREE PRIOR i0 A NY AND ALL CONSTRUCTION NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS 1 -800- 428 -5200 THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. (NO SCALE) (NO SCALE) FOR CALLS OUTSIDE OF UNDIMI4 eAaOBNO 47425S4