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HomeMy WebLinkAboutAddition C-103 Grading Drainage and Utility Plan=111=1112===111C=1=1111===111=1111=1111= SG'_ 779.96 re,LAK,41C11111•111*:. A 7 1 1 0 F.F.E. 781.0 SS /7104 4--- 1 -1 1, Ft+ X-+ TW 35 LF. of Segmental Block Retaining Wall EfUILDING POINT OF ORIGIN (V.I.F.) N 4708.5329 E 5533.4939 TW 1 p Crces sl .10 4. Coordinate with northern development 1, 4. 4. 4. 1 1 4. 4. 1 4. 1 4. 4. 777. 7' Di A Jl E T .-11 775.1:3 PLAN NOTES 0 CONNECT EXISTING SANITARY PIPING TO NEW SS-01 COORDINATE WORK WITH OWNER TO MINIMIZE SERVICE INTERRUPTIONS LOWER 15±LF SECTION OF ROOF DRAIN PIPING TO ALLOW INSTALLATION OF SANITARY SEWER. USE 45• (118) STREET BENDS. LOWER TO PROVIDE 18" MINIMUM SEPARATION. PROVIDE CLEANOUTS ST-06 AND ST-07 AT ENDS OF LOWERED SECTION; VERIFY ;PCATOM PF STORM UNE IN FIELD, IF NO CONFLICT EXISTS THEN LOWERING PIPE AND ADDING CLEAN OUTS SHALL NOT BE NECESSARY. PROVIDE 156LF OF 8" SANITARY SEWER AT 0.40%4 SEE SPECS. FOR PIPE TYPE. PROVIDE 20515 OF 15" STORM (HDPE/RCP) SEWER AT 0.30%. PROVIDE 78LF OF 12" STORM (HDPE/RCP) SEWER AT 0.30%. PROVIDE 33LF OF 12" C.I. STORM PIPE AT 0.30%. COORDINATE WORK WITH STRUCTURAL CONTRACTOR AT FOOTING CROSSINGS. 0 PROVIDE 26F OF 8" PVC ROOF DRAIN PIPE AT 0.92%. NOT USED 0 PROVIDE 39LF OF 12" HDPE/RCP STORM PIPE AT PROVIDE 35LF OF 6" PVC PERFORATED UNDERDRAIN PER DETAIL X/C-50X PROVIDE APPROXIMATELY 25 LF OF 8" HDPE TO CONNECT DOWNSPOUT TO ST-04. 0 PROVIDE APPROXIMATELY 30 LF OF 8" HDPE TO CONNECT DOWNSPOUT TO ST-04. 0 Site Grading and Utilities 1. 30' SCHMIDT ASSOCIATES Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No Project Date Produced Revision Date E. 41. A ±.4 2002-036 March 15, 2004 CEC vitt:Spy, No. 2Cr;34) 1 r4 D A rN A RED:;ir)7;4T 0_. 70 Z OF OH 1 0 CLC '11 c NA iiilli These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. SEE STRUCTURE DATA TABLES ON C-502 FOR ADDITIONAL UTILITY INFORMATION. Hazel Dell Christian Church Education Wing Addition GRADING, DRAINAGE AND UTILITY PLAN 0-- 1 03