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PROVIDED BY M.A. SEGA INC.
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NOTE CONTRACTOR SHALL
MATCH CROWNS WHEN
CONNECTING TO EX. SSMH
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EX SSMH EPI 12 - 60"
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TOP 252,02
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EX. 55MH ERI -73 - 60°
RIM 24628
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8" IE 23656 (IN)
SHOWN WAS PROVIDED BY RINGEL AND
24",'E 235.43 ON)
ADJUST RIMI TO ELEV. 248.85
NEW 8" lE 236.17 (IN)
ASSOCIA TES
24 "IE 235.33 (OUT)
8" IE 23606 01v)
ADJUST RIM TO ELEV. 247.16
NOTE: CONTRACTOR SHALL ADD
SECTIONS TO ADJUST THE RIM
NEW 8" 7£ 236.76 (IN)
ELEVATION.
DATUM: NAD 1983/1991
NOTE.' CONTFACTOR SHALL_
„ . dD0 °S`ECTIQNS- fd"'A`D✓OST" __.. _..._
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BASIS OF BEARINGS HELD BEARING OF NO1 `/5'10 E BETWEEN THE
THE RIM ELEVATIO N
NORTHWEST CORNER OF SECTION 16, TWN, 23N., RGE. 5E., W.M., (CITY
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GALE: 1" 40' HORIZ
COORDINATES. FOUND IN THE CITY OF RENTON SURVEY CONTROL
1" A' MT.
NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN
THE IMMEDIATE AREA.
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NE 1ST STREET
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PHASEI I FUTURE
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NOTE- SANITARY SEWER MAINS THAT
HAVE MORE THAN 15' Olt' COVER SMALL
BE EITHER C900, C905 OR D.I. PIPE;
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NOTE. REFER TO THE APPROVED ROAD
AND STORM DRAINAGE PLANS FOR THE
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FINAL LOCATION OF THE NE 1ST STREET
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LANDSCAPE BUMPOUT LOCATIONS.
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NOTE. ALL EXIS77NG TOPOGRAPHY
PROVIDED BY M.A. SEGA INC.
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AND RINGEL AND ASSOCIATES
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DATUM: NAD 1983/1991
~ JHORIZONTAL
BASIS OF BEARINGS HELD BEARING OF NO1 `/5'10 E BETWEEN THE
NORTHWEST CORNER OF SECTION 16, TWN, 23N., RGE. 5E., W.M., (CITY
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OF RENTON MON. #612) AND THE WEST QUARTER CORNER MONUMENT
OF SAID SECTION 16. THE BEARING IS DERIVED. FROM STATE PLANE
COORDINATES. FOUND IN THE CITY OF RENTON SURVEY CONTROL
NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN
THE IMMEDIATE AREA.
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VERTICAL DATUM: NAM 1988
BENCHMARKS
ORIGINATING BENCHMARK.- CITY OF RENTON MONUMENT #612 - TOP
OF MONUMENT IN CASE. ELEVATION 260.068.'
BENCHMARK ,f1 - °X' IN SIDEWALK AT S.E. QUADRANT OF
INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE N.E. ELEVATION
272.48.'
D
BENCHMARK f2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER
b
-
OF SECTION 16, TWN. 23N, RGE. 5E., W.M. ELEVATION 31280.'
250
BENCHMARK J3 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE
OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SECTION T6. ELEVATION 259.77'
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PEWT LANDSCAPE ARCHITECT
DATE: JANUARY 19 2001
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SCALE: 11011$:1' =40' VJW.:1 -4'
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KEY ASAP
NOT TO SCALE
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STAMP NOT VALID
UNLESS SIGNED AND 111TED
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SBB6T NUIIDER 0uF 52
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