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HomeMy WebLinkAbout05030006.42Village e of WestCla y g FUTURE SECTION 6003 l CANT VALVE VAS _i— -I J &SE 12 BL o OCK "C» U I _ LEY (PRIVATE) Z24' ALLEY ESMT. W cf) — — r I Q z_ z 1 B J 0 T DU SE / o � REDUCER '111 2" N w w of V) W 0 z Q _ r- 1 i 12" VALVE TEMPORARY HYDRANT n n tsLUUn u Village of WestClay FUTURE SENIOR HOUSING FACILITY GLEBE STREET o _ FA - - - Co 12" D.I. WATER UNE GLEBE STREET -12" VALVE --r III �/ r--rr W W — W -r-T w 10' DU& - - - -_— 10' DU& E } B --- - - - - -- 12' BL 1 m & 6� ALVE ! BLO K �K I Iw I� Cn 0 12' ALLEY ESMT — — — —ALLEY (PRIVATE) —12' ALLEY ESMT — — — — --=� A LEY ESMT ! 12 ALLEY ESMT 12' ALLEY ESMT I{ _ U, 7 t N W y r P 00 I O O CC TEEM L e—i U I O O p (J), E" 140' R/W U 71�::_HYDRANT � z F-�- & 6" VALUE o cw U-1 � w z O a 85' R/W � z W \ V M z .. X Q :2i P V GLEBE STREET o _ FA - - - Co 12" D.I. WATER UNE GLEBE STREET -12" VALVE --r III �/ r--rr W W — W -r-T w 10' DU& - - - -_— 10' DU& E } B --- - - - - -- 12' BL 1 m & 6� ALVE ! BLO K �K I Iw I� Cn 0 12' ALLEY ESMT — — — —ALLEY (PRIVATE) —12' ALLEY ESMT — — — — --=� A LEY ESMT ! 12 ALLEY ESMT 12' ALLEY ESMT I{ _ U, 7 t N W y r P 00 ° w B CK �L» QI BLOCK »Mn U � 140' TOTAL 0411 ROAD R/W W ALVE - o 8 Cn E J W I HYDRANT ¢ N _ _ _ W - �` I & 6 "1�A 10' DU &SE `�12 BL _ v� - - - - -- — I- 10'-D &SE T T T -- 1 DU &SET 8" O ° I E U °_ < 00 ,y 8' D.I. WATER LINE - GWINNETT / Cn Z =D J I o � L STREET 45' BEND CA cll z m 8" VALVE U z C) = -= O VALVE CD LL MPORARY HYDRANT I I I I1 I I I II I � I I I TEMPORARY HYDRANT � z I I I I I .. = C/-) 11 I �► ► — — �+I Village! of We tClay II ► I ►� > cx � I III '� i I III IZIw�1 QTURE I SECTI OIN 60 0 I Z ICI II ;;, i I I I II�I�II I 11 I 1/11 r\/ I I/11 r \/ A A VA nv`" i lVl%j I-_ i "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS THE ASSUMED NORTH WITHOUT AGAINST EXCAVATE UONDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 50 DAYS BEFORE COMMENCING WORK. H_.fIa(a2ay_q= Existing Storm Sewer ---0 New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer —W New Water Line Existing Water Line D.I.P. Ductile Iron Pipe I I —W — I W_ Water Service Lateral 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. ALL VhVES SHALL NOT BE LOCATED UNDER PAVEMENT. 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDIC1ON OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BURROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVt,TION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLA11ON HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. 0i Z 0 w oo 9 T e� ' \STER� �/r� No. _ 10000075 - STATE OF 0 IAI DIA "k;Z111111111111% 00 DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2005) lf4lb Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CC TEEM N F-- e—i O p (J), E" v Q- 71�::_HYDRANT � z F-�- & 6" VALUE i