HomeMy WebLinkAboutS-29610416, TWP. 23 N., RGE. 5 E",
W.M.
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6' 1£ 288.5
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6 +63, 25 L.F.
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16, TWP. 23 N., RGE. 5 E",
W.M.
SCALE: 1" = 40'
0 20 40 80
LOT ,f
SIDE SEWER
LOT i
SIDE SEWER
388
6 +03, 25 L.F.
394
9 +73, 25 L.F.
6' 1E 281.5
6' 1£ 288.5
389
6 +63, 25 L.F.
395
9 +83 27 L.F.
6' IE 262.7
6" 1E 290.0
390
7 +53, 25 L.F.
400
8 +67, 37 L.F.
6' 1E 284.2
6" 1£ 266.5
391
7 +7J 25 L.F.
401
8 +47, 37 L.F.
6' I£ 285.2
6" 1E 2835
392
6 +63, 25 L.F.
411
6 +65, 37 C.F.
6" IE 286.2
6' IE 283.1
393
8 +8J 25 L.F.
412
6 +31, 37 L.F.
6" IE 2871
6" IE 277.5
6'
PVC SIDE SEWERS ARE STA77ONED FROM
SE 3RD STREET
HORIZONTAL DATUM: NAD 198311991
BA575 OF BEARINGS HELD BEARING OF N01105'10 1E BETWEEN THE
NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E., W.M., (CITY
OF RENTON MON. #'612) AND THE WEST QUARTER CORNER MONUMENT
OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE
COORDINATES FOUND IN 774£ CITY OF RENTON SURVEY CONTROL
NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN
THE IMMEDIATE AREA.
VER77CAL DATUM: NAVD 1988
BENCHMARKS
ORIGINA 77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 — TOP
OF MONUMENT IN CASE. ELEVA 77ON 260.068.'
BENCHMARK 11 - '.Y' IN SIDEWALK AT SE. QUADRANT OF
INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON
27248.'
BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SECTON 16, TWN. 23N., RGE. 5E., W.M. ELEVA77ON 312.80.'
BENCHMARK 13 - TOP OF 1 -114' REBAR AT THE NORTHWEST S/0£
OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETEN770NI
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SECTION 16. ELEVA77ON 259.77'
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TRIAD
ASSOCIATES
11814 115th Ave. NE
Kekand, WA9803bW23
425.821.8448
425.821.3081 fax
8M.488.0756 told Gee
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DONALD ,ADONALD f/�PE
PROJECT MANAGER
BRADLEY T. FREEMAN PLS
PROJECT SURVEYOR
MARK A REEVE$ PE
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PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 11 11102
SCALE: 806: Y -4o' vm1 =4'
Checked for Compliance to City Standards
TRIAD ASSOCIATES
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EXPIRES: 4/26/03
/2//6/01
STAMP NOT VAUD
UNLESS SIGNED AND DATED
JOB NO. 00 -022
REST NO. 28OF 44
SCANNED 1(12 @ W
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