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EXl SI TNG STORM CA TCH,RA I - -�O -- — — -- -�-
RIM= 31.28 * 4 �� �
EXISTING POWER VAULT
IDC
'j INLOA
E 26 8 6 CO (� — — — — ► SD
IE= 26, 44' 6" CONC (E IL I— — — — — —
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1 E= 28.21 ' 6 " CONC (S) — — — — — — — -- ; — — I 2" COPPER
_— — — —-- -T — — — — — _ 5' CHAINLINK ENCE
= 26.28' 8" CONC (W) /E- 2`
n
0.1 'W OF CA , LINE
END /
5' CHAINLINK FENCE
0.6'E OF CALC LINE j
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EXISTING BUILPIN(
END 0.5'WIDE
RETAINING WALL
TOE FACE OF WALL (ON -SITE)
0.3'E CALC LINE
U. 5 WIUL KL I AINING WAL
TOE FACE OF WALL (ON -SITE
U.9'N AND 1.0'E CALC CORNET-
5' CHAINLINK FENCE CORNER
0.2'N AND 0.3'W OF CALC CORNER
EXISTING SSMH
RIM: 19.99
IE: 14.66
Botesch, Nash 8c Hal
Architects, P.S.
2727 Oakes Avenue Everett, Washington 98201
Telephone 425-259-0868 Fax 425-252-4334
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TOP Ev'-S; i E?= 32. 8(:
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APPROXIMATE LOCATION OF
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+
-----------------® 4" CLAY SIDE SEWER BASED
ON CITY RECORDS. CURRENT
CONDITION UNKNOWN.
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-----------------
5 Q
425-252-77
2707 Colby
Everett, Wa
APPROXIMATE LOCATION OF
EXISTING SEWER MAIN BASED ON
SERVICE STATION SEWER CARD.
e et Inc.
00 1 1-800-615-9900
Avenue, Suite 900
shington 98201
M EMF '
o GA
F4I S 84
�SNNA[ ECG\ t
CITY OF RENTON PERMIT REVIEW
NO. I REVISION
1 09 06 SURVEYED:
DESIGNED:
ME
DRAWN:
CHECKED:
EME
BY DATE I APPR APPROVED:
EME
SCALE:
1 •-10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
V,
CONSTRUCTION NOTES:
1O
CONNECT TO EXISTING SEWER MAIN
PER CITY OF RENTON STD. PLAN
B078 SEE SHEET C6.1.
!
2O
6" CLEANOUT PER CITY OF RENTON
-
STD. PLAN B076.1 SEE SHEET
C6.1 .
3O
45' BEND 45' WYE TO FORM 90'
!
BEND.
4O
CONNECT TO 4" WASTE LINE. SEE
MECHANICAL SHEET M2.0 FOR
CONTINUATION.
SCALE
5O
PROTECT EXISTING RETAINING WALL.
BACK FILL WITH CDF WITHIN 3' OF
10'
20'
WALL ON BOTH SIDES.
TAt -
O2"
WATER SERVICE PER CITY OF
RENTON STD. PLAN B107.1 SEE
SHEET C6.1. ADD 2" -DGv A
CONNECT TO BUILDING 2" WATER.
SEE MECHANICAL SHEET M2.0 FOR
CONTINUATION.
i O
CONNECT TO EXISTING WATER
SERVICE AT METER BOX WITH NEW
1 " IRRIGATION METER. SEE
LANDSCAPE PLANS FOR
I
CONTINUANCE OF IRRIGATION LINE
& BACKFLOW PREVENTION.
(Dcva )
EXISTING tJ(Of
i
B
I
' NING WALL
TOE FACE OF WALL(ON-SITE)
0.3'W CALC LINE
0.5'WIDE RETAINING WALL -
TOE (ON-SITE)=32.31 '
TOP (ON -SITE) = 33.01 '
5' CHAINLINK FENCE
(STRADDLES BOUNDARY)
FUEL FILTER AND PUMP IN
6' CHAINLINK ENCLOSURE
5' CHAINLINK FENCE CORNER
0, 2'N AND 0.1 'W OF CALC- R
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
EXISTING BUILDING
0.5'WIDE RETAINING WALL
TOE FACE OF WALL(ON-SITE)
0.7'N AND 0.5'E CALC CORNER
-----
I 77
%��
I , ,
- CITY OF
RENTON
Planning/Building/Public Works Dept.
NOTE:
SEE SHEET 04.0 FOR STORM
DRAIN INFORMATION.
W-349801
1QQ.� 6kT� aiJ 1�t�''C��} •
FRONTIER BANK- RENTON, WASHINGTON
201 SOUTH THIRD STREET RENTON, WA 98057
UTILITY PLAN
FIELOBOOK:
PAGE:
DRAWING NO:
C6.0
' `" 2