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SEC. 15, TWP. 23 My RNG. 5 E., W.M.
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NOTES:
1. ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE GRAPHIC SCALE
PIPE UNLESS OTHERWISE NOTED. THE MAIN WILL NEED TO BE AIR TESTABLE. WITH LESS THAN 2' OF COVER.
2. ALL 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35, SCALE ' 1" = 20
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KEY MAP
LOT 30
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ELEVATIONS STA. 9+98.50,
398.99 397.98 30.89' L> PT
® 398,68 398,10
OC 398.37
HO 398.22
O 398.03
l� 398.25
® 397,68
398.28
VERTICAL DATUM
ft i
400 CITY OF REN TON, NA VD 88 CONTOUR I N TER VAL = 2'
BENCHMARK
dr
BASE:
KING COUNTY POINT # RENT1852;
395 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.
SITE,
390 SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407,96 FEET.
BASIS OF BEARING
385
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,
380
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83/91) GRIC 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.
375
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
_ Date --
RECOMMENDED
FOR APPROVAL
BY: 6 ?o of
i
BY:
NA L F
EXPIRES_ MAY 6,-2007
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PROJECT NO.: 02054
DRAWN BY: JGC
ISSUE DATE: 03•-07-05
SHEET REV.: 06-13-05
N.E. 2ND LN
STA. 9+92.81 TO
STA. 13+30.00
PLAN AND
PROFILE_
02054RD01C10
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