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F.M. TO GRAVITY IN RAINIER EX. 1 2" SD FROM i I
U—HAUL PARKING LOT
RAINIER _ VE._N. R ' I
____-%� LINE ------____ _ ■ � I
6" PVC C900 FORCE MAIN ; 2--6" 45' BENDS (MJxFL)
' W/ CONCRETE BLOCKING _
CONTROL BUILDING ROOFLINE ■ �, �I CATCH BASIN FOR i _ --- — —
■ TRACER WIRE 4
CONNECT KEYSTONE WALL DRAINS ® VALVE BOX�:C_j EX, 12 SD
TO ROOF DRAINS WITH SOLID WALL SLOPE SITE Q 2% ; PER DETAIL ` `. 8'0 WET WELL U
■ FO Fo —*_� F0 FO 0 FO -- Fn
PVC PIPE AND CLEANOUTS PER COR TO BACK OF NEW _ FO Fo Fo - - FO Fo Fo Fo
Fo Fo ------ ��o FOE-- F LIGHT POLE ti ! FO Fo-------- Fo
STD DETAIL 225.10 (NOT SHOWN) SIDEWALK F�> F° FO ■
Fc Fo Fo
Fo _ — FO F° F° 4' MAX. KEYSTONE WALL - EX. SSFM ABANDONED
F 0 -- ` 0 r O -- IN PLACE
-- F—. HP ■ IUP
n �' - --- —=— -- - „- - — - - ■ HP------ - 0HP - - -iDI,r H
— ---- .—
r0 --SAW CUT EX. CON C. CURB & GUTTER. SLEEVE DAVIT BASE --
TRANSITION NEW ROLLED CURB & �— ,� ! _ ,� ', ice - -ail � i — d � � � � ® � �I i 3i- - - i - - I ! N PER SPECS { T1'P, OF 3 ,
GUTTER TO EX. CURB & GUTTER FOR 3'. 10 8 x 8 $ ■ �i it i ii II ■ ■ ■ ■ ■ ®■ i,l II I I !
CONTROL BUILDING ■ 12 x 6 II III ' ,I ! EX. SSMH 5307 071
I I ii lid _-____-_-li o I I ill RIM=26.79
` li- _ i it VALVE II II i it I
n GENERATOR SET �� ■ ill II ■ ■ ■ ■ ■ ■ ■ ICI I III CTR CHANNEL S=15.19
(-P SS ,II�VAULT =--- i I �- — P
9007 (SEE ELECTRICAL -------- -i `� ; ;; !
FIRE HYDRANT DWGS/SPECS) SSC�� ! \ 99OK
4 PVC ROOF DRAIN _ 6 GATE VALVE
SLOPE AT 1 % MIN.
- 1N W-- —W-- —W — W— W—�_—W— —w 55 S
-SS-
--- - -- - -
—ss —ss — — — —SS ss _ P
- �w
_ - EX. 12'�J WATER MAIN --i — P_ _ P
;7)tABANDONED IN PLACE
HYDRANT VALVE
22Y2°
BEND
P— - ----
EX.12 W
-- -- -ss-
- P - - - - P
----sS-i---
_ss— — — —
---------------------------------_--?
VERT CURB j
C �
PT
U 0 /
°�-
17�
I I
I;
1. C)p P
P
v P P
V) p r
__________________________ ---------------------
I C
-P�= _
HENU -
- v�i I
I -- W =WI— —�, W ---W --- W-----W---
I E X.12"W
REMOVE CURB & GUTTER WITHIN REPLACE CURB & GUTTER WITH NEW , I 11Y4 NEW I SAW CUT EX. CONIC. CURB & GUTTER.
(**__6HMA SURFACING LIMITS OF SAW CUTS ROLLED CURB PER DETAIL F015-1 BEND it o / TRANSITION NEW ROLLED CURB &
�CJO)PER DETAIL 12"DI WATER MAIN REINSTALLED { CONNECT ROOF DRAIN 12" SD REINSTALLED NEVy i i GUTTER TO EX. CURB &GUTTER FOR 3'.
AROUND NEW LS SITE ! �I
I
CB � TO EX. CATCH BASIN AROUND NEW WET WELL ` I DEAD � 4
RIM-25.90 , , MAN ! ! EX. SSHM 5307 065
2% CROSS SLOPE ON/0
o 8—INCH PVC , N RIM=25.86
12 CONIC W=23.20 GRAVITY SEWER ! CTR CHANNEL=14,76
SIDEWALK (TYP.) NEW 4" IE=23.90 , I I --------- -----
----------------------- - ---- ------------ - ---- - - - ------ ----------- ----- --------------- - ----- -- -----
i 1 i C
I i
i RECHANNEL EX. MH
f PROPOSED
WEST PERIMETER RD C 4'0 MANHOLE o
■ ss7 ---ss-----ss-----ss-----ss-----ss----ss----- ss-
BLACK RIVER 60"0 NEW 8" SIDE SEWER
I CC RCP CULVERT i INSTALLED TO EX. MH
RIM=25.89 ! ' C -
�% J E R T CURB, I E 1 2 " C 0 N C E = 2 3.8 9 - -- -- -- - - -- -- - - - 0 � -, -- -- - - -- - -- - - -- -- -- - !,
----------------------------------------- -------------------------------------------- - ---
-------------------------------------------------------�-- - ------------------------------------
------------------------------------------------------------------------------------------------------------------- _----
_-- X I
x x x x x x x x x x x x x x D! x x x x x x �� x! 'x x x x x x
CC EX. 21 0 CONC, 10—INCH PVC t
STORM DRAIN GRAVITY SEWER VY U B
!
PLUG EXISTING i
GRAVITY SEWER ss\ P---- �_po
TO EAST EX. GRAVI TY I SS 0
ABANDONED I N NEW
�--� PLACE F VIM \ % ,
5 0 5 10
SCALE IN FEET
St ntec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869-9448 www.stantec.com
—ss— — —�D— I
8" PVC IE�14.10
HAND HOLES
ID
SIDEWALK
BEND I
--I--- -------- --- ------
NOTES:
Q MEGALUGS REQUIRED ON ALL MJ FITTINGS.
MANHOLE COATINGS SHALL BE PER SPECIFICATIONS.
2 2Y2
J
BEND
SSCO
-- -----= EX, 8" P V C
3TAT10N i SIDE SEWER
PLACE, ! PRIVATE
;EMOVED C }
EX. TELEMETRY PANEL
ON POST W/AN TEN N A
REMOVED
w = 362501
S=362505
E X.
BLDG
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BASED ON INFORMATION PROVIDED BY
OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND/OR COMPLETENESS OF INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
THAT ,Y BE INCORPORATED
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