HomeMy WebLinkAboutSWP2703595.110-C BANDS
2 WITH GASKE
3 (TYP)
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THE UNDERSIGNED HEREBY APPROVES THE ATTACHED 4 PAGES.
CUSTOMER
I he design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
CONTECH Construction Products Inc. or one of Its affiliated
companies ("CONTECH"). Neither this drawing, nor any part
thereof, may be used, reproduced or modified in any manner
without the prior written consent of CONTECH. Failure to
comply is done at the user's own risk and CONTECH expressly
disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which ----
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported 1 7/19/11
to CONTECH immediately for re-evaluation of the design.
CONTECH accepts no liability for designs based on missing, MARK DATE
incomplete or Inaccurate Information supplied by others.
DATE
SYSTEM REDESIGNED
REVISION DESCRIPTION
27'-0"
�ClNlcr�[��cn
012" STUB (Cl)
INV. - 207.70
15'-6"
orm
--"" CONSTRUCTION PRODUCTS INC.
___ www.contech-cpi.com
11835 NE Glenn Widing Drive, Portland, OR 97220
DLF
800-548-4667 503-240-3393 800-561-1271 FAX
BY
•
ASSEMBLY
SCALE: 1 " = 10'
VOLUME: 16,022 C.F.
LOADING: H20/H25
SYSTEM INV = 201.20
I%s■orIe^
VC 121007�14_ ■ &_ m .
CMP DETENTION SYSTEMS
CONTECH
CONTRACT
DRAWING
15'-6"
012" STUB (H 1)
INV. = 201.20
15'-6"
NOTES
D=359501
• ALL RISER AND STUBDIMENSIONS ARE TO CENTERLINE.
• ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF
RISERS AND INLETS, SHALL BE VERIFIED BY THE
ENGINEER OF RECORD PRIOR TO RELEASING FOR
FABRICATION.
• ALL FITTINGS AND REINFORCEMENT COMPLY WITH
ASTM A998.
• ALL RISERS AND STUBS ARE 23/" x Y2" CORRUGATION
AND 16 GAGE UNLESS OTHERWISE NOTED.
• RISERS TO BE FIELD TRIMMED TO GRADE.
PROJECT No.: SEQ. No.: DATE:
0120" UNDERGROUND DETENTION SYSTEM - 131250-002 131250 002 9/1/10
DESIGNED: DRAWN:
AZURE RIDGE APARTMENTS KT DLF
RE N TO N , WA / /\ CHECKED: APPROVED:
SITE DESIGNATION: N/A SHEET NO.:
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