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S. 27th ST
— Y� �- FOUND CONC. MON. IN
S 89° 34' 50" E ! CASE BRASS PUNCH W/01SK
Cl TY OF REN TON CON T ROB
NETWORK VON. NO., 1.545
C.L, OF EA. VALLEY RD.
& SW 27th ST.
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L6
NEXT GATE VALVE.
ON MAIN: STA 39+45
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I OD
I
STA 10+ 58
10"x6" TEE (MJxFL)
6" G.V. (FLxMJ)
LF 6" D.I.
HYDRANT ASSY.
CONC. BLOCKING
S 89° 31' 57" E
I a
I M i
I I 4 II
I I ! I —20' WIDE
SWING GATE
cn I I
STA 36+69 (W-0304) _ --
STA 10+14 (NEW) I Iio 00; �� -0CUT IN EX. 12" D.I. I 1 11+00
2"x 10" TEE FL I I - r10'x10' ESMT
( )
12" G, V. (FLxMJ) , , , I 44 LF 10" D.I.
10" G.V. (FLxMJ) I I ` 1- .-
12" ADAPTOR (FL.xMJ)
12" SPOOL _ I I _ _ EXIST
CONC. BLOCKING !—I SIDE SEVER
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EX I
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N 51093.457 EX. FH ----- i 10 I �^
E 395585.4768 STA 36+07 I M j
(W-0304)
FUTURE
BLDG. A
283 LF 1 p" D.I.
A PORTION OF THE SE 1 /4, SECTION 30, TOWNSHIP 23 N., RANGE 5 E., W.M.
I
12+00
IMPERIALS BINGO
STA 13+41
10%6" TEE (MJxFL}---
6" G.V n (FLxMJ)
`
C.B. #5 (TYPE 1) 14 LF 6" D.I. STA: 14+96 —
PIM: 20.0 HYDRANT ASSY. 10" 90° BEND (MJ) �a
CONC. BLOCKING CONC. BLOCKING ---
% Ali
548.08' =20 --
— - I
OPEN FR':NT, METAL ROOF
METAL BACK (ROOF SLOPE OPEN FRONT F U TU R E -s
TO NORTH) 9 META! ROOF
10N 51167.927
_ METAL BACK BL_D& B -- -
--_-- -- -- P �E 395902.2068
_
15 PUBLIC WATER EASEMENT (TYP)
-----------__ _— ---� L�'-------
F U TU R E-oZ-
ti BL_DG. G
OPEN SIDES, METAL ROOF
(ROOF SLOPE TO NORTH)
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F—E 3956 6.956
EXIST. DRIVEWAY
CURB DROP TO 30' WIDE
so
REMAIN < DRIVEWAY 0
14-1 I I
M 3' MAN GATE—. (WITH MECH. — — — -
--
STA 34+59 (W—C304) i otooi ® 14 /2F 10" D.I. GATE
STA 0+14 (NEW) -- -- I I 1+00 nA° ® I +�°' 2
WET TAP EX. 12 D.I. � -w! -,�� a 4.5CONC.1 SIDEWALK
LL I
10" G.V. (TAPPINGxMJ) QI ; I EXIST. I EXIST.
CONC. BLOCKING <I ; I OFFICE -- —-__----_
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(ROOF SLOPE TO NORTH) Qa Li'C.B. #6 (TYPE 1)_I (0
RIM: 19.5 +,oIE: 16.78 s a_ w
� PROPOSEED FINISH LL-
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PAVEMENTSPOT o
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ELELVATIONS (TYP)
ASPHALT'
PAVEMENT LL-1 w NOO
STA 4+93 C:) Q
10990° BEND] (MJ) m
15' PUBLIC WATER EASEMENT (TYP) CONC. BLOCKING LU
D.I. Q
3+00 4 h00 500Q!I
IF -i.n
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( TO R AMAIN) E O
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LANDSCAPING
CQI "WATER SERVICE
VICE ®
N 89° _ 27' 35" +W
EXIST. 3/4
_
-ZMETER (TO REMAIN)
o G I iI i I IiQc
EXIST. 1-1/2" IRRIGATION MQ R
(TO REMAIN) WITH APPROVE
a BACKFLOW PREVENTION DEVICE SOLID REAR PANEL WITH
1 Q 3' LOCKING DOOR
NEXT GATE VALVE -4
ON MAIN: STA 25+55 w
i
(� \y FOUND CONC. MON. IN
CASE, BRASS PUNCH W/DISK
ASPHALT
PAVEMENT
STA 1 +57
10"x6" TEE (MJxFL)
6" G. V. (FL-xM J)
20 LF"6" D.I.
HYID ANT ASSY.
_-CONC. BLOCKING
200 LF 10" D.I. I
META BACK (ROOF SLOPE I \\ METAL ROOF 10 I �
TO SOUTH) BLDG. D hIV ET° BACK
5 41.9 9'
C.B. #3 (TYPE 1) ��.� �— STA 3 + 5 7
RIM: 20.0 10"x6" TEE {MJxFL) C.B. #2 (TYPE 1
IE: 17.43 ----oz 10" G.V. (MJ) RIM: 19.5 �V I
2 LF 10" DI SPOOL IE: 16.12
6" G.V. (FLxMJ) �\
24 LF 6 D.I.
HYDRANT ASSY.
CONC. BLOCKING
CITY OF REN TON CONTROL.
`— NETWORK MON. NO. 7545
C.L. OF EA. VALLEY RD,
aC & SW 34th STLd
S 89' 34' 50" E
_— - --- -
%-
Y
Q _ AFTER TESTING, CLEANING AND DISINFECTION,
/ CONNECT TO 10" DI WITH 10" SLEEVE & 10" SPOOL
f I
S. 34th ST--- Y
Q
d (LENGTH TO FIT)
Q AFTER TESTING, CLEANING AND DISINFECTION,
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CONNECT TO 10" DI WITH 10" SLEEVE & 10" SPOOL
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(LENGTH TO FIT)
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STA 36+69 (W-0304) 0 I w
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STA 10+14 (NEW) r a° i j 10"
DI
CUT IN EX. 12" D.I. }- 1 6' Ir STA 34+59 (W-0304)
Lj W STA 0+14 NEW - I L10"x10" VERT CROSS (MJxFL)
12% 10" TEE (FL) J » (NEW) 2-10" BLIND FLANGES
12" G.V. (FLxMJ) 10 DI WET TAP EX. 12 D.I. (ONE WITH 2" TAP & 2" PLUG)
10" G,V. (FLxMJ)
12" ADAPTOR (FLxMJ) > oI
12" SPOOL Q cv, 8 LF 10" DI WITH 10"
CONC. BLOCKING L'-I 04 PLUG WITH 2" TAP & 2"
BLOW OFF
TEMP TESTING DETAIL — NORTH CONNECTION
10" G.V. (TAPPINGxMJ) 1-10" TEMP,. PLUG (MJ) WITH
CONC. BLOCKING 2" TAP & 2" BLOWOFF
TEMP. CONC. BLOCKING
8 LF 10" DI WITH 10"
PLUG WITH 2" TAP & 2" -
BLOW OFF
TEMP TESTING DETAIL — SOUTH CONNECTION —
NO.
SOUTH END AUTO WRECKING
OWNER & APPLICANT:
KOHL EXCA VA TING
3330 EAST VALLEY ROAD
REN TON, WA. 98055
PHONE. (425) 251-8820
AIF�2-01L.1 I Q411./ I I 4/23/D3
REVISION
BY I APPR. I DATE
A,S-BUILT �t�1F0f�1�7101.1
RAID ONI Fi P-LD SURNE-*f
B` DRYS suR\JE ING
2 z1 3
GRAPHIC SCALE
30 0 15 30 60
ENGINEER:
( IN FEET )
1 inch = 30 ft.
JA EGER EN GI NEERI N G
9419 South 204 th Place
Kent, WA. 98031
Phone No. (253) 850— 0934
Fax No. (253) 850— 0155
Wit]
_ FOUND CONC. MON. IN
S._ 27th ST CASE, BRASS PUNCH W/DISK
CITY OF .RENTO-N' CONTROL
NETWORK .MON NO. 1545
C.L. OF EA. VALLEY RD.
& SW 2707 ST.
Iq
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S 89' 31' 57' E— 548.08'
W I (V
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WI I I
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N 89' 27' 35' W 541.99
N
FOUND CONC. MON. Yv
CASF BRAS` PUNCH W/DSK
CITY OF RENTON f ON 7ROL
NETWORK MON. NO. 1545
C.L. OF EA. VALLEY RD.
S 89' 34' 50' E & SW 34!h ST
K 34th ST
CONTROL DIAGRAM
NOTES:
1. FILL AND COMPACT ASPHALT TO
FINAL- GRADE PRIOR TO TRENCH
EXCAVATION AND INSTALLATION OF THE
WATER MAIN AND FIRE HYDRANT.
2. ALL TRENCH RESTORATION SHALL BE
PER CURRENT CITY OF RENTON TRENCH
RESTORATION AND STREET OVERLAY
REQUIREMENTS.
Wom 30330/
EXISTING FREEWAY
DRAINAGE DITCH
Cc
CON-ISTE
��ONAL
S �AIIr ED MAR 2 8
, -15a -) I, c EXPIRES: 3 1 2004
CITY OF RENT°ON
DEPARTMENT OF PUBLIC WORKS
WA TER PLAN
KOHL EXCA VA TING YARD PA VING
DESIGNED: JJJ DATE: 5/20/02 FILE NAVE:
DRAWN: JJJ/LS
CHECKED: JJJ SCALE: 1"=30' FIELD BOOK PAGE:
APPROVED: SHEET: G ? OF• 5
DIRECTOR OF PUBLIC WORKS
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