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®° O I a) -75 0 GRAS SALE 60
W i 1 INCH =30 Ff. `
(D
U) U C) STA 11+56.89
LLI Z L-16 WET TAP BY CITY OF RENTON
6L O a RT -29' (' DOMESTIC METER BY CITY
STA:11+29.28 R -9.66'
0' i CONNECT NEW SIDE SEWER MIN. DI
SLOPE ONTO EXST. CITY OF RENTON SS + +
i (FIELD VERIFY LOCATION)
+ +
- I L, PERMANENT PAVEMENT
PATCH (SEE DETAIL 7,
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KCDNR /METRO SS NOTES �—%�
FNO 1. Mr. Erb DaNaon. Kin County Wastewater Treatment Division, NAL Yf1 CONC • IN C I QTY OF RENTON
9 Y (phone /PUNCH. ON 0.45' N CASE
664-1707) shill be notified at least two dap prior to construction 5-•1 -2001 MON. /6o
in the vicinity of King County's East" Interceptor, Section 1. ���tM N 53611.66
2 Durinq oonetrueHan, no debris shall be allow to enter King �V (� i E 395635.05
Count)rs Eastside Interceptor, Section 1. CITY OF REM70N
3. Pions for dewcterinq adJocent to King County facnitles shill be i 0 w i MON. FM
CALL 48 HOURS submitted to Mr. Eric Davison (phone 684 -1707) far King County i F �� I N : 5352D.65
E 395016.10
review and approval of least flue dap pHar to construction. EN.EV � 2231
BEFORE YOU DIG 4. King County dose not guarantee the location, diameter or pipe Invert
1- 800 - 424 –.5555 cconsstruuctiatLhereforq field verification I. recommended prior to � 0' � TAP BY CITY of RENTON SSMH
RT -29' 2" IRRIGA71ON METER BY CITY RIM=
STA.-14F6200 IF. I'" CnN— i"
L -10' WET TAP BY CITY OF RENTON + +
RT -29' I- DOMESTIC METER BY CITY +
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_ FH %.
NOTE ++ __ \ \�_t
ALL TRENCHING SHALL BE PER THE CURRENT PERMAN T •'t) INGATION TE1 VICE ~
RENTON TRENCH AND RESTORATION DETAIL P 'tSTY OF tiYCOMTRACTOR \ +s 7
+ TON `w = �MH(METP.0)/ nr^
+ P-IM =18.40
FOR ROCKERY CONSIRUC71ON + + �1. F`�' ao - 'TOL'!(ED t1 .. -'PtT -
SEE DETAILS, SHEETS O 11 DOMESTIC BA -
+ PREVENTION CE
BY CONTRACTOR
PERMANENT PAVEMENT +' Q �j4 +'� A'n :s - .
+ _ _ ��Ei SsWEx ,
PATCH B CITY OF + c� e+l + . _ /' _ f' INTO �I SS
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RM PA Il 4 I
y1.i � .��➢ '� -- _- _�...:�i.'� '- O; Pp EI FlN74TED i _ f _EATER FENCE
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it_ae� "g'- II SBNILOING / 5 S
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NO FD TAP n S 5 5 s \ \\ t ,IV i ^I9`
s — s \20
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JOe C C C C jGI.;LR° � � ��� !• �;� x; fl? � °wra4
MP -y�� C Y - \EXIST. EDGE OF
PAVEMENT
�Pa m o i
d s 1 1 1 oa �svL I'll �
\ 6x6 TO I " 68 ST LT.B- �i✓� R, I i YfJ
\ 1 {
,\ �- -- /
\ PO R' \ - ' - -,-r /+ I BROUGHT UP TO FINISHED GRADE o'
i �;i� �'� CONTRACTOR TO COORDINATE IM
EXIS- PUGET SOUND ENERGY.
ti ti ST LT Bb.. 71"�L
8�1� - - -i.
Cti 0v a \ , �..:. a T BOX
Fil-
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d 4\XIDRAN RE � t.'-" J/ ILL anrc �D vi /
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a o wMH \ �'N� � � + + NOTE:
{ / S SEE SHEET 8 FOR SANITARY SEWER
a � / WATER NOTES AND DETAILS
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American Engineers • Planners • Surveyors
Engineering 4032 148th Ave. N.E.
Corporation Redmond, WA 98052
PHONE (425) 881 -7430 Fox (425)MI-7731
IL =6.62 FIELD VERIFY
DEPTH AND LOCATION
� A
t
STUB TO BUILDING P
R - - -
48's
-
OIL/WATER SEPERATOR
_ -Qw e
-
a
aRRRR -_
MODULAR OFFICE BUILDING
a
FINISHED FLOOR ELEV =21.00
ea, [- Yx20'.e CONCRETE WASH PAD
WITH CONCRETE CUTTER ON NORTH
AND WEST SIDE (SEE DETAIL BELOW)
CAR WASH PAD
SCALE 1'-IW
DRAINAGE FROM CAR
WASH PAD DIRECTED TO
CONCRETE SCALE -
CONCRETE SCALE W/
FBERMISH RmNFORCNG
CONNECT SWALE
TO 16.0 TYPE 0 CB MIN
T 1/2: MAX DEPTH! -
-
9194041? CONCRETE PADALE
Sc�..s�� /tom PERIMETER NORTH R EAST
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p33190
�IONALFS1Gx
r�(PIRES ti? -07��j
PIERRE ® POWELL /THOMAS SITE
CONSTRUCTION PERMIT APPROVAL
�.--�-�-�� WATER & SANITARY SEWER PLAN
J j = A5 ekf) L-r SHEET % of $
PERMIT SET IBI-101 11011161--
SCANNED SEP 13 2002 4 P: W " -; al:o2 jISCANNEO ,inn 2 7 2001 Cn ; w_ i90 / S a 4i�oi- �naf�r• �y,
ROLL 176 FRI 287