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HomeMy WebLinkAbout05030006.31I 1 J' N -0 1� II II 920 �— o ��i Z NDetail = z � Z Bedding Detail — Reinforced Concrete Pipe (RCP) Q W Straight Curb Inlet Detail W J z � W J z N 2 co � 00 - � ° d 915 CD `) co C ° o 00 ff� N N_ co r7 co O N000I_ (0 C� Cp F- Co CD 0� F-- Cn O C/7 ° � coo � U » WO - � N F-Z Z �0z (D E--I �U> U) Z 910 U X W 905 w o �3^ zcn_ Q _ _ M Ln N :� — — ,r, Of O U-)Ln N Cnn N ° O N N CD 0000 d a0 M M - ko CD Z Z O CS » > Cn�--ZZZ 729'78' 900 18" MIN SEPARATION 8 WATERMAIN 895 890 885 880 i i HOLEY MOLEY SAYS "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 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 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FORCE MAIN II I I jI \J' L J 60' 266' 0.28% 24 "RCP STORM SEWER PROFILE 0.26% TA", 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVCE 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 INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE �STRINGENT REQUIREMENT SHALL GOVERN. �1L /JL V mil,/ TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. E100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 SCALE: 1"=50' IRV; O U W �° p N W r7 00 N � CO ::D O F--- � cn z NORMAL POOL ELEV= 895.20 24 "RCP 120' 0.27% 24 "RCP CONCRETE CRADLE REQ'D. IT a1q_1D �— o ��i Sheet NDetail Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail C803 4 Paved Area Inlet C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section 1 C803 9 1 RipRap Detail @ End Section TA", 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVCE 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 INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE �STRINGENT REQUIREMENT SHALL GOVERN. �1L /JL V mil,/ TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. E100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 SCALE: 1"=50' IRV; O U W �° p N W r7 00 N � CO ::D O F--- � cn z NORMAL POOL ELEV= 895.20 24 "RCP 120' 0.27% 24 "RCP CONCRETE CRADLE REQ'D. IT a1q_1D Existing Grade New Grade Granular Backfill SCALE: HORZ.: 1 " =50' VERT.: 1"=5' 920 915 910 905 900 895 890 885 880 z O Cn W CK \ \\\\ \\�� U 1111► I I I I I I I I I I I I p � j ���i�i <SON T. R �O(STEF�F' No. 10000075 -�` STATE OF ��`n //VDIANP 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) f4lbl Schneider THE SCHNEIDER CORPORATION 12821 E. 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