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MATCH LINE N 9,400 FOR CONTINUATION SEE DWG S020
v" A E)F A ii P,, QinQw nQ A T 1\1 A PLAN
Ir
STORM INATER DRAINAGE NOTES
(CONTINUED FROM SHEET SO17)
14. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL K C91QN, TED TO
THE
STORM CRAINAGE SYSTEM, UNLESS APPROVED 3Y T- ti t CC`
PUBLIC WORKS, DESIGN ENGINEER 'OR STORM WA-ltr. UTILFTT'f. Z ACCURATE-Z
DIMENSIONED CERTIFIED AS BUILT- DRAWING OFF 7,AINAGE_7 SY
I � 5 TEM Tr
BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION.
15. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY T'�E CITY OF
N 10,000 RENTON DOES NOT RELIEVE THE OWNER OF THE
OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM WATT DISSM-SYTTON.
FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR T
I FiE
PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIOE-D DURING
CONSTRUCTION.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARDS, SAFETY DEVICES, PROTECTiVE EQUIPMEENT, FLAG68RS, AND ANY
OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL7F., *AND SAFETY OF -.1-11E
PUBLIC, AND TO PROTECT PROPERTY 114 CONNECTION WITH THE PERFOPIlANCE
OF WORK COVERED BY THE CONTRACT. ANY 'WORK WITHIN T11HE TR�AVEEU-
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SLIALL REQUIREE
AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC RAFr 11' ENGINEERING DIVISION
OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE W.S.O.O.T.
STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY.
17. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE-:
FACILITIES SHALL HAVE ASPHALT TREATMENT Al OR BETTER INSIDE AND OUTSIDE.
18. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 F ET OF THE SPRING LINE
OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK_
19. OPEN CUT ROAD CROSSINGS THRU EXISTING PUBLIC RIGHT-OF-WAY WILL NOT
BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPT.
OF PUBLIC WORKS, DESIGN ENGINEER.
N _,8.;0 �0. SEED OR SOD BIOFILTRATiON AREAS (FILTER S ?RIPS, SWALES, ET%)
PER� TABLE, SEE SPEC SECTION 02900
SEED
TABLE
AREA
SEE13 MIX
FILTER STRIPS
BIOFILTRATION MIX #1
(KING COUNTY URBAN MIX
BIOFT
8 L 1 RA 1 -1 ON
Mix, KING COUNT'
AREA
RURAJ MIX)
. 0. - T
BT I! - TRATTON
5 1 OFIL TRATI ON
WALE
N
Mix
A--
Z� � .
C L DATUM:
C CC REN70N DATUM PER BENCHMARK L-384
G.S. BRASS CAP Fl USHWITH CONCRETE
WALK ^ THE
N 9600 NORTHEAST CORNER O F T HE
NT 7
I PSCfT, ON OF! - AKE WASHINGTON BOULEVARD
AN"N'0�.'��iSTH STREET S-AIMPED;
'Ll-584 RESET 1952' ELEVATION = 26.53
n, �_l
J
tji = a A,
PE40 lECT
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KEY PLAN
NO SCALE I0 1
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3 U LL E � .ti
0 0 1 ISSUED FOR CCNSTq
SW -14 -2015 z N0_': REVISION
I A I I I I I A I I I I A I I I A I
1 () 10 1r7 1C` .1r 4 1 . - . - - - A
A 1 X I I I -yr
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ENGIN E: =_RS ARCHITECTS PLANNERS
3015112T%AVE-ulN_E__ SUITE 101 •
BEUL-=VUE, WASHINGTON N 98004 TEL. 205-627-2950
I PROJECT 9i5 Ol!
NUMBER oP
G SDI 8
ENT
cl y OF Rte i ON
DEPARTMENT OF PUBLIC WORKS
AREA "B" STORM DRAINAGE PLAN
I
9Z 1 OESIGNED: OATE FILE NAME: jo
WS : io-3i-91
241C! PRAWN. C. H. I
C-ECKEOS. A. T. SCALE: ' =4G' ITELO S=, PeGE
.
BY Appp. DATE APPROVED, SHEET: OF: