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STA, 21+52,86, 16.00'L
SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
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DRIVEWAY CUT
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INSTALL NO PARKING
SIGN
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INSTALL NO PARKING SIGN
NOTES
1, ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL
PIPE UNLESS OTHERWISE NOTED. THE MAIN WILL NEED TO BE AIR TESTABLE
2. ALL 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35,
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20 0 -� 10 20 40
GRAPHIC SCALE
SCALE: 1" = 20
3, DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE
WITH LESS THAN 2' OF COVER,
........................... SCALE . HORIZONTAL
s s
1. 20................................................................................................................
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CB#18, (TYPE t)
STA: 20+02-83
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EXISTING
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ELEVATION:
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PROPOSED FINISHED
CENTERLINE ELEVATION
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KEY MAP
49 / ' 34 133 3231 30
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--ALE 2ND W -
23 24 ' 25 1261271 28 29
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VERTICAL DATUM
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMARK
ri
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.
AS-eU/LT
R'324bt4
CHECKED FOR COMPLIANCE RECOMMENDED
T CITY STANDARDS FOR APPROVAL
Date
BY:
Date BY:
Date
MAY 6, 2007 J
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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
PLAN AND
PROFILE
02054RD08-Cl7A
C17
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" t�'1 A3 R-324t,24 SCANN1-D OCT 2 8 2005