HomeMy WebLinkAboutTED4001746.3oz
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INSTALL 50 L.F. SINGLE
BEAM GUARD RAIL
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�41\ 5' INSTALL. 8 "-18" FRACTURED
I" T ROCK, REGRADE EXIST. DITCH
AS REQUIRED. ( SEE RIP -RAP
Ilk DETAIL THESE SPECIFICATIONS)
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S-- 0.30
(p� �- 60 L.F. 27" CONC.
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FILL /O' BEYOND
EDGE OF P VM'T.
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RA YMOND A VE. S. W.
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x
M.N. 1A
— 35 LF. 36" CONC.
S= 0.30%
CONST. DITCH TO
INTERSECT EXIST. CHANNEL
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DRAINAGE DITCH
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LQ
p TOP
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'f SIGN GHWI;E
0.30%__
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8
4 p
�— INV -fi39--
8.26 ,4S - T
0.49
/7II_5 L.F 27" CONC. S =-CL 38 6-
2: / SLOPE
27"N. /W 7.41 AS B.
0 3is" W. INV. -7-- ' 7.24 AS B.
27E.INV -;zc';z- 7.5 / AS B.
SEC. LINE
30`
/8' _ 6. 6 `
PLAN TER SIDEWAL K
0.20' ASPHAL T CLASS 'B'
0.35' ASPHALT TREATED BASE
0.30 CRUSHED SURFACING
_ II 4„ P. C. C. - t0.37
0.0 REF COARSE 0//4: )( I
-0.38 Ct 0,/2 I/4►�/FT. SLOPE
% �\
2 SLOPE J
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TYPE A` /
BANK RUN GRAVEL CURB 8 GUTTER
CLASS B' F/L L
DEPTH OF EXCA VA TION TO BE
DETERMINED BY THE ENGINEER
TYPICAL HALF SECTION
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AS BUILT R* 17 4&
FB 467 PG 45-53
STREET IMPROVEMENTS
RAYMOND AVE S.ly.
20
/6
/2
Q
S.W. 16 ST. TO SW /9TH ST.
I EXTEND STORM SEWER TO STA. a ,4 MARCH 1978
i l t92. 35, CONST. M.H. 1A (54') ,/A /O -2 -79 HOR : 1;;= 40' 467 2
VERT / = 4
3 8
ft :CANNED OCT 2 7 200640