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RECOMMENE*D
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APPROVED: ��. �<���2/ 73a 7 If
DIRECTOR OF PUBL /C WORKS /
I� Q
N.E. 20 d ST.
F -11
STORM
NOTES:
VICIAI TY MAP
SCALE: 1-=400'
1. All work and materials to be in accordance with City of Renton
standards and Standard Specifications for Municipal Public Works
Construction 1977, Prepared by the Washington Stae Chapter of
American Public Works Association (A.P.W.A.)
2. Storm drains to be CMP (16 ga,galv.) with Type F joints (Armco
Hugger or equal) or concrete pipe with rubber joints equal to
ASMT C-14 Class II (extra strength) as noted on drawings. Bedding
to be per A.P.W.A. Std. 62, Class B.
3. See water plan for general location of sanitary sewer, storm drains
and easement configuration.
4. The following A.P.W.A. or City of Renton Standards will be used:
Title A.P.W.A. Standard No.
Standard curb inlet TYPE IV 57,58,59
Standard Precast catch -basin
Type I 50,51
Type II 53954,55
Driveway details
Standard Bedding
Cement Concrete Sidewalk, 5"thick
5. Minimum cover of 1 foot over storm drains
6. Curb returns to be on 34 foot radius unless
otherwise noted on plan.
62
14
/687
AS-BUIL:C
/6 Feb., /98 t
REV NO. i DATE
CLIENT
TOWNSEND - CHASTAIN S "80C ., WC.
PROJECT
DEVEmomENT cAmm uNTS
LAND SURVEYORS
7
409 S0117N 3rAVENUE
*KENr,
d
WASH/N6TON WON
(206; 854 -2043
DESCRIPTION
JOYCE DEVELOPEMENT CO
AZALEA LANE
STORM DRAINAGE PLAN
DRAWN BYACF SCALE I'm40
APPROVED RO DATE 7-ZQ-7 F. BOOK J08771
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