HomeMy WebLinkAboutS-028801APPROX. S rA. J °/Z .06. /9, 175 :?7.
EX /STING 5RN.. S. Mti _
RIM =34.07
/.E. =273, 6 °¢S.
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SCALE: I" = 20'
CONTOUR INTERVAL: 2'
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SIDE SEWER -CONNE IONS API
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/.E. =26.70 /
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EX/STJN6 8•' V.G.P. S.S. —1N�
\E'X 15T 1/V0 SAN. S. MN '
/.E.= 25.08 9 207 4. P. OF 9 APPROX. S A. S /x28.5. 67.5'RT. APP.PDX. STA. S/ *28.5, Z9GT.
EXIST /NG 8` 6 EX /ST /N6 SANS AIR
SANS @5 =0.50/ TAP EX /STING 8"Sd V.C.P SAN. S. FOR
S. 2nd S . SIDE SEWER CONNECTIONS AS PER RIM = 30.24
/. E.= 24./9, 6 " 'iN.
CITY OF RENTON REQUIREMENTS. _ / -E. = 24.0s: a "0 E.
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NOTE: ALL WORK AND MATERIALS
SHALL BE IN CONFORMANCE
WITH THE STANDARDS AND
SPECIFICATIONS OF THE
CITY OF RENTON PUBLIC
WORKS DEPARTMENT.
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ANN JHD
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� DATE
APPROVED BY — P. W. D. — DATE
CITY OF RENTON
2 IMEET�
/3 -3 -28
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