HomeMy WebLinkAboutPD310,311,314/540
/9.30
/920
Build 2 inlets as per detail 409 Connect
to open ditch with /S" RC P
FAIRFAX ADD.
Scale l':--100"
P D. 310
McKNIGHTS ADD
BALTIMORE
•
OBERLIN LAND CO. ADD.
24
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so'
70.4'
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4
SD'
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50,
Remove existing June
Box I Remove I Relay
254' of 24" R.C.P Sfor/n
Sewer
Scale• /"=/OO'
P D. 311
/330
/920
/9/0
Build Valley Cutter as per detail this sheet
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so'
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70.4'
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Buil/ new June S.x
See Detail 206
City 5/i "`•46
Brass Cap /n Concrete- E/ev /9/9.83
SEWELL'S ADD.
S W Corner E" a' Baltimore
1007 p.
/00S
0
I
Exist/ng Brick Arch Storm Sewer
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4
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444
W
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0
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4
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44
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City SN S W Corner .9±4 J aswego
E/e s 1.92 7.49
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4
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4
13 12 II 10 9 8 7 6 5 4 3 2 1 0
Bu//d 2 ,n/els as per
detail 409. Connect to
Existing Brick Arch Storm
Sewer with /5" RCP
Sca/e /"= /00'
P. D. 314
1.940
/930
1920
2 3 4
Z
Dai/I 2 inlets as per Detail 409
Connect with /S" R.0
AVE.
//7L ! W
/.7•4Y£
5 6
NOTE:
U Expansion joints "err to
concrete alternate
2J /ntersect,on returns to be
20' radii unless other wise
indicated
(;rade Ditch t.
drain west
0
Expansion
Joint materia/
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S
F
4
r _
v 2274
3 4 5 6
Expansion
Joint -material
II
t
30+Combine//on
Curb 916uf/er
30"Comb/nat/cvi
Curb a` Gutter
-a
VALLEY GUTTER DETAIL
/990
/320
/9/0
HASTINGS, NEBRASKA
PAVING DISTRICTS NO. 310, 311, 314
AND DETAILS
Harold Hoskins & Associates
Engineers — Lincoln, Nebraska
N.. Sk..b
3
Drawn
Checked_O
Approved_ _At
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nSkeet N.4
2
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