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TYPE II - 6010 WITH INS /DE DROP 2' BRASS DISK W /PUNCH
TO THE SOUTH AND EAST DN. 0 3 °
REGRADE BARE SOIL AND ROCK LINE PROl00E KNOCKOUT TO THE NORTH CITY OF RENTON CONTROL
SWALE SIDE SLOPE TO DIRECT CLIL -DE -SAC MH 7 DROP PROVIDE SAFETY EQUIPMENT PER
FLOW TO EX /S71NG SWALE REPLACE EX. MH STA ft65, 3' RT. MH 2 DROP NOTE 27 SHEET CIO POINT #B06
DROP MH PER C.O.R. S7D. PLAN 8075 STA 4-+27, ' RT. N 56361.18 M N 56389.156 M h
TYPE /1 - 6010 DROP PER CO.R. STD PLAN 8075 E 400704.56 M E 399705708 M
N 56366.12 M TYPE 1/ 6010 CONNECT EX. FORCE MAINS o
E 400544.95 M N 56363.55 M TO /NS /DE DROP PER DETAIL SHT CIO /N 185003799 FT
' < \ E 1311370.475 FT
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EASEMENT t* j _ ' BENCHMARK: OF RENTON SURVEY
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ONNAVD 1988 DATUM
QQ 479 4 _ ___ .I 476 476 _ PT #1907= CHISELED b' IN SE CORNER
i _ CONCRETE MAILBOX BASE, W. SIDE 142ND
1 j N.77Or' W 96.58 / AVE. S.E., OPPOSITE HOUSE # 12014
' EL. 472.66 OR 144.069 METE
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PT #2119 .BRASS SURFACE DISK AT
N 887704° W -
llr� INTERSECTION S.E. 128TH ST. & 142ND AVE.
° f 466.79 o, 1 S.E.
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0 20 4a 8 EL. 426.42 OR (129.974 METERS)
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STA 19' L,T r. �_ `
UND E RGROUND LOCATOR SERVICE
- 48 0
N 56299.35 M' z CALL BEFORE YOU DIG.I
E 400553.66 M � 1 -800- 424 -5555
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5-2 6620,
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S.E. 118TH
APP ;e��ue �• �1
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OU ' 1 4205 148th Ave. N.E. Suite 200
APPROM
Bellevue, Washington 98007
425.885.7877 'Fox 425.885.7963
DESIGN SANITARY SEWER PLAN
ENGINEERING • PLANNING SURVEYING
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- CORE Job No. 99064 C8 ❑
cc) S 2� s/ !' ' a rs o SCANNED OCT 4 2060
ROLL # 167 41'
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