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HomeMy WebLinkAboutC501-UTILITY-PLAN-Rev.0E EEEEEEEEE EE EEE E GGGGGGG GGGG G GG GGG C C C CC CCE EE E EEEEEEEE EEWWW W WWW E E E E E E E E E E E E E E EEE EEE G G G G G G G G G G G G G G G G G G G G G G G G G G GW W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E OHU OHU OHU OHU OHU OHU OHU OH U OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEE EE E W W W WW WW W W WW W W W W E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W WE E EEE EE E E EE EEEEEEEEEEE EE E E EE E EEWFDCW WSSSS SS SS SS SS SS SS SS SS SS SS SS ST ST STST d~56" TOP 24" PIPELINE (ABANDONED)= 880.13 EX SANCTUARY LEVEL FFE= 893.50 PROP GR OUND LEVE L FFE= 885.1 4 S C CCEEE E E E E E EPROP UPPER FFE= 885.14 PROP EL= 884.14 PROP GROU N D LEVE L FFE= 8 8 5. 1 4 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 INV IN=878.74 INV OUT=878.64 INV IN=877.67 DS DS DS DS DSDS DS ST ST ST ST ST ST ST ST STSTST ST STDS E EPT STSTC C C CC C C C C C C C C C C C C C C C CC C C C C C C C C C C C C INV= 876.8 3" SANI TARY SEWER FORCE MAI N LATER A L STDS DS ST20' W BMP ACCESS EASEMENTEX 750 RIM=883.36 712 RIM=883.60 703 RIM=883.20 704 RIM=884.20 705 RIM=884.30 706 RIM=884.15 707 RIM=884.30 708 RIM=884.20 709 RIM=884.70 727 RIM=883.00726 RIM=883.90 725 RIM=883.30 710 RIM=883.30 721 RIM=882.12 722 RIM=882.46 723 RIM=882.60 724 RIM=882.44 701 RIM=881.88 STSTSTST702 RIM=883.50 10' OF 12" RCP @0.48%8' OF 15" RCP @1.00% 11' OF 15" RCP @0.91%71' OF 15" RCP@0.56% 80' OF 12" RCP@0.63%41' OF 12" RC P @0.73%52' OF 12" RCP@0.57%10 8 ' O F 1 2 " R C P @ 0 . 7 0%14' OF 12" RCP@0.72%31' OF 12" RCP @0.13% 17 ' OF 12 " R C P @0.17% 10' OF 12" RCP @0.20% 37' OF 12" RCP@0.81 % 6 9 ' O F 1 2 " R C P@1. 0 4% ST ST ST 711 RIM=884.46 713 RIM=883.80 728 RIM=884.50 16' OF 12" RCP @0.62% PROP BSMT FFE= 870.47 EX LOWER LEVEL FFE= 881.00DS DS W8 D2 W14 W7 W14 W14 W7 D3 W7 W7 H1 W9 W4 W2 W2 T1 D1 G1 W8 W1 W2W3 W2 W5 W6 W10 E2 W7 S1 S1 S1 G2 D8 D4 W5 W1 W11 W14 T1 W1 W12 W13 D7 D2 W8 D8 D8 D8 D6 D6 D7 TYP E1 2" D5 W5 W1 W12 D5 W8 D9 D10 SCALE: 1" = 20' 1. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 2. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 4. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 5. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 6. WHERE WATER FITTINGS ARE REQUIRED, DUCTILE IRON (DI) FITTINGS SHALL BE USED. FITTING JOINTS SHALL BE OF STANDARD MJ TYPE (ANSI/AWWA C111/A21.11) OR PJ TYPE (ANSI/AWWA C111/A21.11). 7. DI FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10, 350 PSI AND SHALL BE CEMENT MORTAR LINED PER ANSI/AWWA C104/A21.4 AND SHALL BE OUTSIDE COATED WITH A BITUMINOUS COATING. 8. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 9. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 10. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 11. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 12. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 13. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 14. ALL INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 15. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 16. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 17. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS. INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 18. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR, REPLACE, AND/OR RECONNECT ANY EXISTING DRAINAGE TILES NOT SHOWN ON THE PLANS, WHICH CROSS THROUGH EXCAVATED TRENCHES. ANY DRAINAGE TILE ENCOUNTERED IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND A MEASUREMENT TAKEN FROM THE NEAREST MANHOLE OR INLET STRUCTURE TO THE CENTERLINE OF THE TILE. 21. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 22. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. W - WATER / FIRE PROTECTION S - SANITARY SEWER PROPOSED 3" PVC DR 14 SANITARY SEWER FORCE MAIN LATERAL @ 0.2% MINIMUM SLOPE WITH NO HIGH POINTS FROM BUILDING TO MANHOLE 6" WATER MAIN (FIRE PROTECTION LINE) JOINT RESTRAINT / THRUST BLOCK AT 45° MJ HORIZONTAL BENDS & FITTINGS TAP EXISTING 6" WATER MAIN - 6" X 6" TAPPING SLEEVE & VALVE POST INDICATOR VALVE ON 6" WATER MAIN 4" WATER MAIN (TO FDC) CROSSES UNDER 6" WATER MAIN W/ 6" MIN CLEARANCE FIRE DEPARTMENT CONNECTION (FDC) PRESERVE & PROTECT EXISTING WATER SERVICE LINE TO SCHOOL BUILDING PERMANENTLY CLOSE WATER VALVE (IF APPLICABLE) & KILL & REMOVE EXISTING WATER SERVICE SERVING CHURCH BUILDING TO NORTHEAST ADDITION BUILDING. COORDINATE WITH OWNER. 6" X 6" X 4" MJ TEE PRESERVE & PROTECT EXISTING FIRE HYDRANT 4" MJ VALVE 4" WATER MAIN (SERVICE TO BUILDING) 4" MJ 45° BEND WITH THRUST BLOCK 1" WATER LINE TO NEW / RELOCATED FOUNTAIN. COORDINATE W/ OWNER. W1 W2 S1 T - TELECOM CONNECT TO EXISTING FIBER OPTIC OR TELECOM LINE & REROUTE (SEE MEP PLANS)T1 G - GAS CONNECT TO EXISTING GAS LINE & REROUTE TO BUILDING MECHANICAL ROOM. GAS RELOCATION WILL BE NEEDED BEFORE BUILDING ADDITION CAN START. COORDINATE WITH CENTERPOINT. GAS METER (COORDINATE WITH CENTERPOINT) G1 E - ELECTRIC INSTALL 4" SCHEDULE 40 PVC CONDUIT TO TRANSFORMER (COORDINATE WITH DUKE) TRANSFORMER 8'-8" X 8'-2" CONCRETE PAD (SEE DETAIL SHEET C902) E1 E2 C.O. C.O. PROPOSED LINETYPES LEGEND EXISTING LINETYPES LEGEND RD RD D.S. SS ST D - DRAINAGE / STORM SEWER 6''SSD 6''SSD D1 D2 PROPOSED 2" SACRARIUM FRENCH DRAIN (SEE DETAIL SHEET) RE-ROUTE EXISTING STORM SEWER PIPE 5' MIN FROM PROPOSED BUILDING REMOVE EXISTING CASTING INLET RAISE EXISTING CASTING TO REPLACE WITH SOLID CASTING R-1772 INSTALL NEW DOWNSPOUT LINE TO CONNECT TO EXISTING 8" PVC PER 2000 PLANS ROOF DRAIN DOWNSPOUT BOOT CONNECT INLET/MANHOLE OVER EXISTING PIPE (SEE STRUCTURE DATA TABLE) D3 D4 D5 6-INCH PERFORATED HDPE SUBSURFACE DRAIN STORM SEWER CLEANOUT STORM SEWER PIPE SANITARY CLEANOUT SANITARY PIPE GAS LINE ROOF DRAIN WATER LINE SWALE UNDERGROUND CABLE SUBSCRIBE DRAINS (STRUCTURES) UTILITY NOTES UTILITY KEY NOTE LEGEND DOWNSPOUT STORM LINE SANITARY LINE GAS LIN ROOF DRAIN WATER LINE UNDERGROUND CABLE OVERHEAD UTILITY UTILITY PLAN C501 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHD6 D7 W3 W4 W5 W6 W7 W8 W9 H - HVAC CHILLER ON CONCRETE PAD (SEE MEP PLANS)H1 W10 G2 D8 W11 W12 W13 W14 2 2 2 8" STORM SEWER PVC FROM INSIDE BUILDING (SEE P202) EXISTING STORM SEWER INLET & PIPE TO EX SUMP PUMP IN BUILDING TO BE REPLACED (SEE PLUMBING SHEETS) D9DS 2 2 2 D10 2 2 2 1 TAC COMMENTS 9/17/2021 2 REV 2 - OWNER & TAC COMMENTS 10/05/2021 2 12/13/21