HomeMy WebLinkAboutAddition C-103 Grading Drainage and Utility Plan=111=1112===111C=1=1111===111=1111=1111=
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35 LF. of Segmental Block
Retaining Wall
EfUILDING POINT
OF ORIGIN (V.I.F.)
N 4708.5329
E 5533.4939
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Coordinate with northern
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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
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70 Z OF
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CLC
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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