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STA 1 +04,
11' RT
6"0, SANITARY S
WER
STUBS AT S=2.0
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(FOR LOTS 2 AND
3)
7
INV EL = 377.32
8"
NOTE:
CONSTRUCTIRIVEWAY
20-FOOT
CONCRETE
(SEE ADA STD
DETAIL)
PORTION OF THE NW 1 /4 OF SE 1 /4 OF
SEC 9, TWN. 23 N., RG. 5 E., W.M.
CITY OF R EN TON, WASH I N GTON
S88'50'43"E 1318.67' (P
S88'50'27"E 1318.13' (M�
NOTE:— —
ALL TRENCH RESTORATION SHALL BE ACCOMPLISHED PER THE NE 7th STREET
CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS'
REFER TO DETAIL SHEET
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FF= 384.00
TO BE REMOVED O
INV EL = 379.52'-6"SSS
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(FOR LOT 2) �
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388
386
384
382
380
378
376
374
372
S 88.52'40" E 200.0 '
ry nnni loin
15'. WATER I
EASEMENT
t
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INV EL = 380.62-6"SSS
S=2.0% MIN
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(FOR LOT 3) I
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LOT 3
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FF=38400
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1+00 2+00 3+00
PRIVATE ROAD PROFILE
3+29.75
C
WIRE FENCE
390
388
386
384
382
380
378
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m
w
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m
CL
384
S=345703
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
�ZR H. To
05 x
9470
SIONAI
"AS -BUILT" NOTE:
"AS -BUILT" IS BASED ON A ACTUAL FIELD SUR*
BY TOUMA ENGINEERS AND INFORMATION SUPPLID
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
SOW
8-002-031
171-005-071
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