HomeMy WebLinkAboutPD1993-226'
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SOS1240eA
SOS F4 -s2,
Lo 7-12, Block 1, Taggart'
Ad ition, Hastings, Adams
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Ra1ph Miller, Ray Miller, Lout
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Joyce Schlachter, Yvonne M
W�yne Miller, Phyllis Hahne
C rol Lantz, Tenants in Comp
01 1°5695
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Miller,
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City of 4 5t9 9s
Sax 6g57 57
otal V
exisr
1920
1918
1916
1914
1912
1910
1908
_ 1906
StaVEY Q
•
130'
100'
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NOTE 10' Approximate Asphalt
Transition Are
NOTE: Drop curb on radius
for future sidewalk
construction.
2
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Nati101
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ew Conc
to
TOIP OS 267 01
tke'
01 36
SOS Pa -se'
310'
Gaol utreefs
1 lFt6
0
Remove Pavement
STA: 0+35 to 6+05
564 S.Y.
Saw Cut
STA: 0+00 38' Rt 31 L.F.
STA: 6+05 at end: 70 L.F.
Joyce Richardson, Gary Preuette,
Francis J Krovance, and Larry Preuette,
1/4 interest each subject to the life estate
of Francis J Krovance
Build Conc. Pavement
7" 47-B PCC
STA: 0+35 to 6+05
2,766 S.Y.
Build Asphalt Pavement, Type "B"
STA: 0+00 38' Rt 13 Tons (Transition Area)
STA: 6+05 at end 6 Tons
Adjust Manhole to Grade
STA: 0+20 5' Rt
1 each
Earthwork Quantities
1,724 C.Y. of compacted
fill will be needed for
embankment of this project
Earthwork fill will be considered a
subsidiary to the bid price of
Build 7" Conc Pavement (478)
Upper 2' of existing roadbed will be
scarified and recompacted and fi l l
earthwork will be stockpiled at site
Build 6" Integral Curb
STA: 0+35 to 6+05
1,280 L.F.
Horz. Curve Information
PC = STA 1+64
PI = STA 2+84
PT = STA 3+64
= 2 27'01..
R = 4,671.73'
D = 1.1335
C = 199.97'
M0= 107'
TANGENT=100'
cmottAastings
Lot g
Tolax
t $ 33
15.78,6
Adjust Water Valves
to Grade
STA: 0+03 25' Rt 1 ea.
STA: 0+07 29' Rt 1 ea.
Remove Drive Approach
STA: 1+00 Rt = 22 S.Y.
Build Drive Approach
6" 47-8 PCC
STA: 1+00 Lt = 14 S.Y.
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rNoa 19TH STREET
mw No.
1993 - 22
DESCRIPTION
Kansas Ave to Old Highway 281
Hastings City Engineering
DS•I ST
JN/RD
DATE
4-94
CaITNACmII
mN r
BB
ARMD M
ASNILTS
DNI NO.
I
of
3
SCALE
HORIZ 1"= 20'
VERT III= 2'
Z
0
6
o
x
1920
1918
1916
1914
1912
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•..•." oFEs..... 1910
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HACKER �?
r 'L E-5090(
5+00
1908
1906
2
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2
-rill 77-£661 ad
See Other Page
/
1920
1918
1916
1914
1912
1910
1908
1906
12
4+50
See Other Page
S= -0 64%
oJ
0
0
M
0
8
5+00
n
0
n
N
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5+50
•
+82
END PROJECT
6+00
()Storm Sewer
/
/
/
/
/
/
/
Build 36" RCP
STA: 5+50 Lt/Rt 60 L.F., Class III
and install 2 (ea.) 36" Flared End
Sections, Class III
Storm Sewer
Remove 36" CMP w/
Concrete Head Walls
STA: 5+50 Lt/Rt = 45 L.F.
6+50
0 Storm Sewer
Build Curb Inlet (DOR 443-R5)
STA. 5+50 18' Lt
A = 6'-4" X = 2.50 Y = 6'
TC Elevation = 1908.83 TC
FL Elevation = 1906.33 FL Box
(Approx)
NOTE: Bottom of box will be cut
thru to top of 36" RCP
/f\ Storm Sewer
Build Curb Inlet (DOR 443-R5)
STA: 5+50 16' Rt
A = 6'-4" X = 2.36 Y = 6'
TC Elevation = 1908.83 TC
FL Elevation = 1906.47 FL Box
(Approx)
NOTE: Bottom of box will be cut
thru to top of 36" RCP
SCSI F
HORIZONTAL— I" = 20'
VERTICAL — I" = 2
SCALE I": 20'
MH I9TH STREET
P00' N0
1993- 22
OESCN►TION
Kansas Ave to Old H ghway 281
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can
4-94
CONTTJCTON
DAN. IT
B B
AMID W
MOUS
DAN 1140
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