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STA -22+21 57 C.FNTFRI /MZ
SSMH No. 10
RIM = /®8 , 8 3 A 8
IE 8" (OUT) S =8- 399, 88 A►11!7
IE 8" (IN) N 399.89,0sA!�,
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SEC. 15, TWP. 23 N., RNG. 5 Ey W.M.
2
PAD = 408.0 � I
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— — — — — — — — — — — — — — — —
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_t WATERMAIN SHALL BE EXTENDED
- STA, 23+44.40;'10. _00 L AND CONNECTED TO EXISTING j
1-8" 45' BEND MJ _ 8" WATER IN BREMERTON AVE. N.E.
W/CONC:�BLffG _
( f 114 FEET NORTH OF PLAT BOUNDARY
� �"
BEFORE RECORDING OF ELMHURST PLAT.
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STA. 22+86.99, CENTERLINE, I
SS CLEANOUT
RIM = 409.23 I
IE 8" (OUT) S = 400.91,
STA. 22+45.76, 10,00' L STA. 23+65.49, 11
BREMERTON AVE, N.E. ;�a _ 1-8" 45' BEND (M�l) `
(STA. 23+ 14, 32, 12, 00' L W/CONC. BLKG
N, E. 2ND CT) I
1-8" TEE (FL) STA. 23 81, 00, 11. 00' R 1-8;0x8 VERTICAL CROSS (MJxFL) * 1
W/CONC, BLKG 1-1" AIR —VAC ASS'Y
3-8" GATE VALVE (FLxMJ)
1-8 BLIND FLANGE
1-8" BLIND FLANGE W/2"
TAP AND PLUG
1-2" TEMP BLOW —OFF ASS'Y
PER C.O.R. STD. DTL. 8095
SEE CONNECTION DETAIL 2, SHEET C338
FIELD VERIFY DEPTH OF EX. MAIN
CONTRACTOR TO RELOCATE FUE VUE METER —
AND METER TO ADJACENT NORTHERLY
PROPERTY TO BACK OF RIGHT—OF—WAY,
COORDINATE WITH PROPERTY OWNERS.
21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80
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KEY MAP
VERTICAL DATUM
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMARK
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fs
BASE:
KING COUNTY POINT # RENT1852;
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N,, RANGE 5E., W.M.
ELEVATION= 454,78 FEET,
SI TE:
SET COTTON GIN SPIKE 19,1' SOUTHWEST OF THE WEST COLUMN OF GATE,
ELEVATION= 407.96 FEET.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00 58'30,28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622,321 AT THAT POINT. THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR OF 1,000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
420 NOTE
ALL WATER METER'S TO BE 1 "
415 THIS OFF —SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEWEW COURT
WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL
PLAT RECORDING, IF CONSTRUCTION DOCUMENTS FOR RIDGEVIEW COURT
ARE AVAILABLE PRIOR TO INSTALLATION OF OFF -SITE WATERMAIN SHOWN,
DESIGN AND INSTALLATION OF OFF —SITE WATERMAIN SHALL BE PER THOSE
PLANS.
410
WATER BUILT PER PLAN
UNLESS OTHERWISE NOTED
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PROJECT NO.: 02054
DRAWN BY: JGC
ISSUE DATE: 03-07-05
SHEET REV.: 10-06-05
�BREMERTON AVE. N.E.
STA. 21+50.00 TO
STA. 23+49.59
SANITARY SEWER
AND WATER
PLAN AND
PROFILE
02054SW08-C30