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GRAPHIC SCALE
,0 D 20
( IN FEET )
1 inch = 40 ft.
w LITHIA CHRYSLER DODGE JEEP - RENTON
PORTION OF SW 1/47 SW 1/4 OF SECTION 18, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
OIL WATER SEPARATO 4
UTILITY VAULT C3.2
MODEL #25-CPS
r,i cccn n� N 5568.72
E 2369.47 E 2366.26 ��' w A� R_0'ww>
IE=20.60 (W)
IE=20.65 (E� ' P U OEM SOU RN R A`�RD p D
AND OR-�NE
OO�UMgI R�\NG�oN N
� �NOw By
RETROFIT EXISTING 0 1
FIRE HYDRANT WITH 5631.93
" E 2636.71 EE 2637.87T
APPROXIMATE LOCATION OF 5 STORZ FITTING N 56
EXISTING SANITARY SEWER LINE SSCO 2 IE=23.80 `
442.46 H-1-g N 5613.80 -
++
SSCO 4 11c14`1 An
SSMH#1 SANITARY SHALLOW 5 N 5568.84 E_2 E 2546.86, ,
MANHOLE OVERBUILD PE _ 942.80
+ + + + +++ + + + +
EXISTING PU
4GkF 6"PVC
N -55
UBE
2356.88
- - 1.06 � ERVICE
RIM -FINISHED GRADE 24.66 I S
IE=20.38t(N,S) 70 i I CAR DROP-OFF \�
IE=20.48f(E) _ - ' I I -85LF 6"PVC I
PROPOSED WATER _ - ' I I 0 1,00% I 125 ` + + +
EASEMENT I 15, I I F 6 DIP F.F. 25.52 ,+' +' + +++'+
I I - BUILDING MOUNTED FDC ++++ .`� • "
AS -BUILT LOCATION I I NEW PIV
12LF 6 P VC
OF WATER LINE D�,00 _ _ _ �_ ,_ _ _ S R
� � _ INSTALL NEW DDCVA
- - - INSIDE BUILDING .;,.;f ?:' •'� ���00 ���
A L W OLF 6"DIP I4OSSING _ 43LF 6"PVC _ 71L r6' _ J
S I G W , ' J/01 1_,G moo_ , PER DET. 1/C3.3
r --� � _ 1 _ S DEMOLISH EXISTING
P 1�/ SS60 8 � + + -___ ___- SSCO 5 +
SINGLE CHECK VAL + ` + +
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RECORD NOTE
\ THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
\ \ BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
\ OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS
\A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO
OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT
\ FOR ANY PURPOSE. FURTHERMORE, THE BOUNDARY LINES SHOWN HEREON DO
\ NOT REPRESENT A FIELD SURVEY PERFORMED BY AHBL,INC.
\ \
OHN W. ECKER LS# 13670 DATE
\ \ O WA C�
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30 +
+ + + +
+ + + +
+ + + +
+ ++
++ ++
++
++
+++
+++++
+ +
+++
+ +++
+++
+ + + +++
+++
++
+++
++
++ +
++++++
(1) 8"x 6" TEE (MJxFL)
1 6 GATE VALVE FLxMJ +++++
�(1) FIRE HYDRANT ASSuIBLY PER C3 2 +'
(2) CONCRETE THRUST BLOCKING,�`'=�� +
PROVIDE 3-FEET CLEAR DISTANCE
F` o
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670
\ EXPIRES T. 3, 2005
CONNECT TO EX. 8" DI PER DETAIL 1
(1) 8"x 8" TAPPING TEE \(MJxFL) C3.4
(1) 8" GATE V LVE (FLxMJ)
(1) CONCRETE RUST BL CK
CONTRACTOR TO FIELD VE IFY LOCATION
FROM HYDRANT IN ALL DIfET1QN�+:++ + OF EXISTING 8" WATER MAIM PRIOR TO
+ + CONSTRUCTION
++++++ (1) BLOWOFF ASS MBLY
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o ++
++
SURVEYOR SHALL FIELD +++++ I I
VERIFY NEW EASEMENT` + + I i
PROPOSED WATER EASEMENT +++++
+ + +
++
++ +
26 ++o
++ +
0 +++ I
++
+++
++
1 1 'N 5539.38 60LF 6"DIP -- N 5539.35 ,+++;: I I
ASSEMBLY, FF=28.13 + '' ''. ` ,+ N�r� "'+++++
V E 2375.70 - I I 0 1.00% - -- E 2549.15 ,� ��;,{ ,..•t.. + +
1 ? li SSCO SSCO PROVIDE 11 LF NEW NEW CONSTRUCTION :k..1ss"� +++ + I I
1 j " N 5539.85 N 5539.35 10 DIP TO BUILDING (APPROX. 21,000 SF) f ++++:
1 EXISTING E 2435.70 E 2478.15 REMOVE EXISITNG
WATER METER + ; ' 26 PROPOSED WATER EASEMENT
I I CUT & CAP AFTER IE=21.55 IE=21.98 CONCRETE VAULT
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(1) 8"CROSS (MJxFL)
POLYPIGGING STATION PER
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w �' i , f I " EXISTING BUILDING +++ ��• SURVEYOR SHALL FIELD
z o / I 2 DOMESTIC SERVICE SAN. MH ++_
N w RIM1- 25.66 VERIFY NEW EASEMENT
g z 24 / /,r 115, I IS USABLE FLOWLINE 8" PVC N, S 19.63 ' ? 1" IRRIGATION METER & DCVA ,' , + + / $�- 6*
Z J RETROFIT I ,...;.,,�, + + +
LL N JRVEYOR SHALL FIELD I + I a 6 PVC
T 1SIDE , ; SEE IRRIGATION PLAN FO ETAIL.t.'4 ++++05 W
CONTRACTOR SHALL OBT PERMIT
w EXISTING FIRE' L DDE E s + + + a': ;�:�tc,
VERIFY NEW EASEMENT + + 00�0 �0�� ���, �':�•° +: ,J
N HYDRANT W I (CENTER WEST RIM) _ • + + k:.•, + • .',, o E ,,,M, + ++ / /
" / I S IE=22.50 MIN. . ,+, ; . o FOR METER TO B ++++ +
5 STORZ 9LF 6"PVC INSTALLED BY THE CITY i i E-
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FITTIN�� I 0 5.00% REMOVE EXISTING
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x APPROXIMATE LOCATION OF EXIS11 L
CL SANITARY SEWER LINE
m s \
SAN. MH \ \
RIM 25.63
FLOWLINE 8" PVC NW, S 11.00 `� \
LADDER EAST SIDE S \
(CENTER WEST RIM)
(POSSIBLE 12" PIPE TO THE NORTH) I
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CITY OF RENTON CONTROL POIN4S
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Q NO. 60
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NORTHING: 175890.972
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EASTING: 1298016.470
Q2 NO. 204
NORTHING: 174493.521
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EASTING: 1296648.109
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VERTICAL BENCHMARK
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KING COUNTY SURVEY CONTROL POINT NUMBER TT249
BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE
w
WINGWALL OF BURLINGTON NORTHERN-SANTA FE RAILROAD
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BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE
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ELEVATION 35.72 (NAVD88)
wr*- s'7-10 60" w woo - & ? -.00"
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6,06+ + + + +
I I RIM G. 2 +.44 INSTALL 8" (MJ� PLUG ++;+;.+ z
CROSSING PER C31 �I 15, I UNABLE TO OPEN AT EXISITNG HYANT TEE AND ++++;+' / z
1 �IE=20.90 (N) CONCRETE BLOCK BY CITY. +++++
SURVEYOR SHALL FIELD VERIFY APPROXIMATE LOCATION OF SURVEYOR SHALL FIELD VERIFY cr
RETROFIT EXISTING HYDRANT ++++++ ++++++ ,CONTRACTO TO FIELD VERIFY LOCATION ��� W ' Cq � v Q 0
II " ++++++++ ++++++ " o �� of WA C G J O
NEW SANITARY SEWER EASEMENT o EXISTING SANITARY SEWER LINE I I NEW SANITARY SEWER EASEMENT WITH 5 STORZ FITTING +++++++++++++ OF EXISTI 8 WATER MAIN PRIOR TO ���A a
o e e + + + + + + / -
-__ __ __ +++++ , CONSTR TION I ��
PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER EASEMENT 1-1/2" PUBLIC >
UTILITY CONFLICT NOTE GENERAL NOTES METER PER DETAIL 2 /
CONTRACTOR SHALL C3.2 OAS "GISTo. ��ww4 w
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND 1 . TERMINATE PIPING 5' FROM BUILDING UNLESS OBTAIN PERMIT FOR M TER TO B� i i SIONAL E�
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY PQT OTHERWISE NOTED. SEE MECHANICAL PLANS INSTALLED BY THE CITY
HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION P IOR TO FOR HORIZONTAL AND VERTICAL STUB / / EXPIRES 8 / 27 / 05
CONSTRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1-800-424-555 AND LOCATIONS AND CONTINUATION AT BUILDING. ge
THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHY ICALLY 2.
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHO ON SEE DETAIL 3/C3.2 FOR BEDDING AND BACKFILL PIPE IN TRENCHES FOR FLEX LE CALL 48 HOURS
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SU JECT PAVEMENT RESTORATION. SEE DETAIL 1 /C2.1 FOR BEDDING AND BACKFILL ['ETAIL. BEFORE YOU D I G
TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AHPL, INC
-$QQ_424-5555
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 3. SEE CIVIL SHEET C3.1-C3.3 FOR NOTES AND DETAILS.
BASIS OF BEARINGS
CENTERLINE OF SW. 7TH STREET PER
SHORT PLAT NO. 81 10239001, IN BOOK
29, AT PAGE 158, RECORDS OF KING
COUNTY, WASHINGTON (S.P.)
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0
/ C'7
4.
CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES
AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS
FROM THAT SHOWN ON THE PLAN.
RECOMMENDED CHECKED FOR COMPLIANCE
FOR APPROVAL TO CITY STANDARDS
BY
CITY OF
DEPARTMENT OF
RENTON
PUBLIC WORKS
0
N
UTILITY PLAN
C3.0
5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS. BY DATE
DATE
O
z
SITE BENCHMARK
"X" ON TOP OF BOLT OF
HYDRANT, LOCATED WEST
SIDE OF HARDIE AVE. SW.
ELEV. = 27.23
6.
7.
8.
SEE SHEET C3.3 FOR FIRE SPRINKLER AND FIRE PROTECTION NOTE.
ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED.
ALL NEW UTILITY EASEMENTS SHALL BE FIELD VERIFIED BY A
PROFESSIONAL LAND SURVEYOR.
BY
DATE
1 REVISIONS PER CITY COMMENTS WJF 5/13/03
2 REVISIONS PER CITY COMMENTS WJF 6/16/03
NO.T REVISION BY APPR. DATE
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DESIGNED: WJF
DATE: 03-20-2003
FILE NAME: 202399c30
DRAWN: JEA
SCALE: 1" = 40'
FIELD BOOK:_ PAGE:_
CHECKED: DSG
APPROVED:
DIRECTOR OF PUBLIC WORKS
SHEET: 7 OF: 11
SCANNED OCT 08
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