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SEE SHEET C22 FOR CONT/NUA TTON
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I Y I I I I I A I I I I A I I I A I A I = I T I I I x I
KEY MAP®
1"=600'
DRIVEWAY LOCATIONS ARE APPROXIMATE
FINAL LOCATIONS TO BE DETERMINED
BY THE DEVEL OPERIN THE FIELD.
SEE SHEETS C33 TO C35. FOR CORRECT
STREET LIGHT LOCATIONS.
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SCALE: 1" = 40'
0 20 Bo
CONTOUR INTERVAL:
TWO FOOT CONTOUR INTERVAL
VERTICAL DATUM:
CITY OF RENTON VERTICAL DATUM (NGVD 1929)
BENCHMARK:
TOP ON MON. IN CASE, INTERSECTION OF
N.E. 4TH ST. AND UNION AVE. N.E.
ELEV.=397.77 (THE ORCHARDS)
397.40 (EAST RENTON INTERCEPTOR
PROJECT PLANS BY RH2)
NOTE:
CONTOUR, SOLNDARY AND TOPOGRAPHIC
INFORMATION SHOWN HEREON BASED ON
TOPOGRAPHIC SURVEY PREPARED BY TRIAD
ASSOCIATES, DATED 4 -7 -81.
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DODDS ENGINEERS, INC.
CIVIL ENGINEERING SURVEYING PLANNING
4205 -148TH AVE. N.E.- SUITE 200
®� BELLEVUE, WASHINGTON 98007
[206] 885 -]877 OR 454 -3743
FAX [206] 885 -7963
D.E.I. PROJECT NO. 88008
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L 1 PER CITY REVIEW TLW 5- 11 -94',
ND. REVISION BY Al- DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
THE ORCHARDS
SANITARY SEWER PLAN /PROF /LE
DE3IBNED 0..'S. DATE 4 -1 -94 FILE ND.
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,..,.�,..�� F.Td. SCALE 1 " =40' Inm _