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4.5' Concrete Sidewalk ConstrLc'tion
ED WO N D S" AV E S E (116th AVE SE 3401 —12" Concrete Pipe h P.C. 23+00 f I
Curb & Gutter \
200'712" Concrete Pipe k
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N 19 m 34'Aspholt Pavement—' �21 / 22 23 Q a /
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3.5 Parking Strip y 02 / 3.5 Parking Strip \
5' Concrete Sidewalk rn � 20 2 i�\ / �, �s•P 5' Concrete Walk—
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Existing Grade at West
455
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37% �.
4501
1.00%
4451 20p -12 Concrete PiAe
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C.B. Type=- Sta. 20+C
Pipe Invert 444.00'
19+00
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SECTION LINE
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PLAN VIEW
Scale: I" = 40
U71-
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340
40 1— 12 „ 1. 1 7 6 a/o
Concrete Pipe
21400
PROFILE
Scale
H ortizontal : III= 401
Vertical: 111= 41
22+00
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0. 333% — —
23+00
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NO. I REVISION
Proposed Ground
Contour
440' _
�I.
43 5'
C.B. Type II- Sto. 23+40 (28' Lt. )
Pipe Invert 440.00'
2 4 t00
0
20121
BY IAPPR.I DATE
Proposed Roadway
Existing Storm MH Sto. 42+66 (60' Rt.)
Ex. 1211 Stub Inv. 438.08
1+00
CITY OF RENTON
ENGINEERING DEPARTMENT
PROJECT 191
EDMONDS AVENUE SE (116th Avenue S E )
SE 157th St. to Puget Drive SE
DESIGNED-T n (, -- DATE S--_2_2-69 FILE
DRAWN �O
SCALE_AS_.-._.n7.. S!Wn____. FIELD BOOK138-_PAGE____
CHECKED.....
APPROVED_..
SHEET-- 2 -- __O F_-3_.—__
�S� GITY ENGI EER
Existing Ground Contour
C .B. Type I- Sto. 24 + 05 (123' Lt.)
Pipe Invert 441.50
C.B. Type II- Sta. 23+40 (28' Lt.)
Pipe Invert 440.00'
2+00
_APPW 10k dft-