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INTERSECTION OF NE 112TH ST. & UNION AVE NE e
NW COR SEC 10-23-5 CITY OF RENTON 1 =20'
MON #159. FOUND 1 1/2" BRASS DISK W/ 0 10 20 40
PUNCH IN CONCRETE IN CASE (10/97)
N=186373.1000
E=1671236.8500
ELEV.=415.95' (126.78 M) SAWCUT EX. ASPHALT & REPLACE IN KIND
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WATERIVIA-1-N EXTENSION PLAN
SECTION 10, TOWNSHIP 23 N., RANGE 5 E.,
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON
AFTER INSTALLATION OF WATER & SEWER LINES. CONTRACTOR TO FIELD LOCATE AND
hST'ALL: WEB TAP VERIFY VERTICAL AND HORIZONTAL
STA. 10+22.12 14.0' LT. LOCATION OF EXISTING WATERMAIN
MATE ROAD PRIOR TO CONSTRUCTION. NOTIFY
(SEE CONNECTION DETAIL SHT. 5) l �.
" " LAN AVE. k, ENGINEER OF ANY DISCREPANCIES.
1-10 x8 TAPPING TEE (MJxFL) Ix _ '� PRIOR TO CONTRACTOR MAKING
1-8" GATE VALVE (FLxM^J)----- '
CONC. BLOCKING CONNECTION.
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SAWCUT EX. ASPHALT & REPLACE IN KIND -
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-.AFTER INSTALLATION OF WATER LINES.
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No 4- 9 .,
STA. 10+00.82 30.0' RT.
N=184930.4515
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E=1313007.3748
... .............. __..........__..
NOTE;
SEPARATE PLANS, REVIEW AND APPROVAL ARE REQUIRED
TO BE OBTAINED FROM KING COUNTY (BY THE APPLICANT)
FOR THE INSTALLATION OF CURB, GUTTER, SIDEWALK AND
STREET IMPROVEMENTS, A140 wA1CK Limi !M 56 tio'•0
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S.E.116TH STREET SAWCUT EX. ASPHALT & REPLACE IN KIND
---------NEW-1 --(CITY--OE-RENTON)_WATER_LINEAFTER INSTALLATION OF WATER & SEWER LINES.
IBEING INSTALLED BY DEVELOPER OF RIDGELY PLAT—W-2950 -
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L STA. 9+00.00 BALYEAT SHORT PLAT=
STA. 14+42.00 RIDGELY ESTATES
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STATIONING ON S.E. 116TH STREET �1�
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CITY OF RENTON MONUMENT #806" FOUND 1-8
27.75, 7.50 LT....
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2 BRASS DISC W/ X ON A 4 x4 CONC. "
MONCASE AT N.E. 10TH STREET & UNION 1-6
ATE VALVE (FLxMJ)
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WATERMA N E4SEMENT : ; o-
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49 LF
AVE. N.E. (01 /01)
6" D.I. EXTENSION
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1-5 1
N=185060.8803 CONC.
4" MVO F.H. ASSY.
BLOCKING
1+84, :26' RT..
3/4° METER SERVICES (4)
E=1671246.4073
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PtRl CITY OF RENTON
SX05. (TYP.)
NOTE:
FILL AND COMPACT ROADWAY PRISM PRIOR TO EXCAVATION OF
THE INSTALLATION OF THE WATERMAIN AND FIRE HYDRANT.
INTERSECTION OF NE 8TH ST. & UNION AVE NE
W 1/4 COR SEC 10-23-5 CITY OF RENTON
MON #1848. FOUND 1 1/2" BRASS DISK W/
PUNCH IN CONCRETE IN CASE (10/97)
N=183748.6606
E=1671255.9645
ELEV.=411.29' (125.36 M)
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RENTON WATERMAIN I I > 1 1
1 ' T AREA A EAST OF FENCE
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SEE SHEET 4 FOR
WATERMAIN PROFILE
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1-8" VERTICAL CROSS FOR POLYPIGGING (MJxFL)%
2-8" RtbVS (W) % .:r fl, F'-AM44,4, (,n ; •::N' "'cAt 2~Put4)
8" D.I. CAP W/2 PLUG & 2" TiMP. BLOW OFF ASSEMBLY
(PER CITY OF RENTON STDS.)
CONC. BLOCKING
I'31 "E 21
DEVELOPER:
CHRISTINE BALYEAT
CFEMED FOR COMPLJANCE TO CITY STANDARDS 18724 S.E. 43RD STREET
ISSAQUAH, WA 98027
(425) 643-1486
j' 4 CONTACT:
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DATE ENGINEER:
HAL P. GRUBB, P.E.
62 jl� /� 'Q— 3 f-q • 18215 72ND AVENUE SOUTH
` DATE KENT, WA 98032
A (425)251-6222
ag ✓ -3 DATE (425)251-8782 FAX
N= I0,q-V0 I iSZ /
E=1313335 2477
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EXPIRES 6-10-03
CITY OF RENTON
C>EPARTMEN-F OF= PUBLIC WORKS
WATERMAIN EXTENSION PLAN
BALYEAT SHORT PLAT
DESIGNED JGH
DATE 3/ 14/02-- FILE NO.
DRAWN MF13 ----_____-
CHECKED HPG SCALE AS SHOWN FIELD BOOK PAGE
APPROVED
eiREcroR of PUBLIC woes -- SHEET OF
`4 ~ vv - .. /try r SCAM1*0 OCT 0 8 ecsj& (L_� rDw - 1; `s / SCAN , U LIAR � 8 130
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