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Chicago Avenue
18' N
810'
CO
N
r6" Existing Asphalt
Soil Base
31'
Typical Section of Existing Street
No Scale
Mill 2" of Existing Asphalt, Replace with
2 — 1 1/4" Lifts of Type 17C
Typical Section of Proposed Resurfacing
No Scale
Remove & Replace All 30" Curb and Gutter
NOTES:
Base Lift will consist of 1 1/4" Type 17c/0.40
Top Lift will consist of 1 1/4" Type 17c/0.40
Contractor shall Rotomill 2" of Existing Asphalt. Existing Asphalt is 6" thick.
All Existing 30" Curb & Gutter shall be Removed and Replaced. To be marked in field by Engineer.
* Ends and returns on Project will be sawed prior to installation of Base Lift.
Portions of every Driveway will need to be removed & replaced for construction of Curb & Gutter.
Contractor shall use caution not to damage driveways during the removal of existing pavement.
See following sheets for specific details for construction of Chicago Avenue.
50'
ITEM NO. DESCRIPTION
1
2
3
4
5
6
7
8
9
10
11
NORTH
Scale: 1"=50'
0'
Rotomill Pavement
Asphaltic Concrete
Type 14 for Patching
50'
Asphaltic Concrete
Type 17c/0.40
Asphaltic Concrete
Type 17c/0.40 for Driveways
Asphaltic Cement
(AC -10)
Emulsified Asph. (SS1 H)
Tack Coat
Build 6" Concrete Pavement
for Driveways (47B)
Build 30" Curb & Gutter
Build 4" Concrete Sidewalk(ABX)
Remove Pavement
Remove Driveway
12 Remove 30" Curb & Gutter
13 Remove Sidewalk
14 Remove 24" Headwall
15 Adjust Manhole to Grade
16 Adjust Gas Valve to Grade
17 Adjust Water Valve to Grade
18 Saw Cut
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100'
150'
ESTIMATED
QUANTITIES UNIT
2396.0 S.Y.
75.0 Ton
385.0 Ton
35.0 Ton
29.0 Ton
622.0 Gal.
118.0 S.Y.
1674.0 L.F.
306.0 S.F.
150.0 S.Y.
208.0 S.Y.
1674.0 L.F.
306.0 S.F.
1 Each
1 Each
1 Each
1 Each
250.0 L.F.
CITY OF HASTINGS,
ENGINEERING DEPT. C, 0
Project
R99 Resurfacing Project
Proj. No.
R-99-3
Description
Chicago Ave. —
Dote 3/99
APProvadwati
Design BY
B.B.
Drown By
B.B.
C Street to E Street
Contractor
Dm. No.
4 of 9
l
I
0+00
d)
U) +1
0
EL=1924.30 EL=1923.84
EL=1923.97
EL=1924.05
EL=19234 EL=1923.97
1+00
EL=1923.98
EL=1924.32
EL=1924.05 EL=1924.08
EL=1924.03
EL=1923.99
EL=1924.59) EL=1924.01
XEL=1924.95
EL=1924.92
XEL=1925.00
EL=1924.76
XEL=1925.28
to
C
0
U
EL=1925.24 EL=1925.13
EL=1924.75 EL=1924.72
XEL- 926.33 EL=1924.71
1924 62 EL=1924.5
19?"
xEL=1924.55
4
2 Headwall
EL=1926.16
2+00
EL=1925.59
EL=1925.18
EL=1924.89
Yy
3
EL=1925.25
EL=1925.38
XEL=1924..4
EL=1924.46
3+00
EL=1925.15
EL=1924.84
EL=1924.63
EL=1925.18
XEL=192554
„EL=1925.12
4+00
X EL=1925.22
EL=1925.17
=19
XEL=1924.69
EL=1924.50
Chicago Ave.
EL=1924.77
EL=1925.78
EL=192 3 EL=1925.50
EL=1925.57
EL -1925.52
EL=1925.37
s
8
c
0
6+00
EL=1924.67
XEL=1925.31
EL -1925.69
XEL=1925.67
EL=1925.47
EL=1924.83
EL=1924.93
EL=1925.42
XEL=1925.29
EL=1925.62
EL=1925.52
0
3013L'ki.'Efh
EL=1925.58
XEL=1925.62
EL=1925.52
{Sv
EL=1924.88
EL=1925.01 EL=1925.06
EL=1924.95
EL -1925. XEL=1925.71
EL -1925.49 EL=1925.20
E
7+00
0
a
XEL=1926.01
=1925.98
EL=1924.5
Pole
EL=1925.04
XEL=1925.79
m
I
a
X EL -1924.88
EL=1924.56 \ o EL=1925.16
EL=1925.30
EL -1925.05 EL=1925.59 EL -1925.50 XEL=1925.51
cY
8+00
XEL=1925.97
EL=1926.19
EL=1924.6
EL=1925.17
EL=1925.37
L=1925.46
XEL=1925.02
EL=1924.77 EL=1925.38 EL4925.39
EL=1925.52
EL=1925.22
EL -1925.59
EL -1925.17 EL=1925.02XEL=1924.99
g
(3
EL=1925.64
=1925.58
EL=1926.08
EL=1925.7b�
EL=1925)
EL=1925.84
EL=1926.09
2
0
0
EL=19
EL=1925.97
EL=1925.98
EL=1926.11
EL=1926.
EL=1925.77
XEL=1926. 9
EL=1925.77
EL=1925 58L=1925.67
EL=1925.80
EL=192'.75
EL=1926.27
L=1'26.41
0
=1926.08
=1926.15
L=1926.25
L=1926.47
EL=1927.27
EL=1926.19
EL=1926.21
n
N
Q
EXISTING GRADES
EL=1926.14
EL=1926.65
w
EL=1927.13
Pole
5+00
XEL=1924.95
EL=1924.92
L=1924.56
EL=1925:35 EL=1925.32
EL=1925.13 EL=1925 25
EL=1924.88 EL=1924.95
c
0
EL=1925.00
EL=1924.73
EL=1
EL=1925.20
2
U
EL=1924.73
EL=1925.33
XEL=1925.28
EL=1925.13
,. CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R99 Resurfacing Project
Proj. No.
R-99-3
Description Chicago
Des* By
B.B.
Drown By
B.B.
Ave. - C
Date
3/99
ApprovedBy
Street to E Street
Contractor
Dm. No.
5 of g
r
0+00
EL=1924.30 EL=1923.84
EL=1923.97
EL=1924.05
EL=1923 94 EL=1923.97
a)
0
L
4r
U�
b cC
co
O t
vs
G
CC M
C Q
m -,
EL=1923.98
EL=1924.32
1+00
0
a
U
C
O
U
}
co
rn
co
m
E
c
EL=1925.24 ¢ EL=1925.13
EL=1924.75 EL=1924.72
XLL=;,3
Remove 17 L.F. 24" Headwall
2
^ EL=1924.55
2+00
3+00
m
Y Q O
3
0/) 0) N 0)
}
ai
O O co
17> co> cc c O
EL=1925.59 EL=1925.25
C / EL=1925.38 Ir
92
Headwall EL=1925.15 EL=15.18
=12:1.12
5
X £v-1924.69
1924.50
Chicago Ave.
4+00
Li=
925.22
i
XEt =+92 x.02
Pole
5+00
Xri..=192495
„EL' -i924..92
/ /cL=1924.56
XEL -1925.00
EL=1924.05 EL=1924.08
EL=1924.03
EL=1923.99
EL=1924.59' EL=1924.01
X; i_?1924 95
=1924.92^
EL=1925.781"" 1925.69
Remove 15 S.Y. Conc. Drive
6+00
:s
=1925.31EL-1925.50 cL,..1925
''/�L=1925.C5
EL=1925.42 61=1925.49 EL=1925.20 xE1=1925.71
EL -1925.53
EL=1925.53
7+00
0
d
C
0
U
}
U)
Cm
N
E
ow
cc
LL
X c t_=1926:0?.
v..=1925.98
-.yrO 925.16
EL=1925.04 EL -1925.05 EL=1925.59
Remove 8.1 S.Y. Asphalt Drive
Remove 6.8 S.Y. Conc. Drive
8+00
)<E11.,.1925.97
„EL=
1926.19
Remove 103.0 S.F. Sidewalk
EL=1925.17
Remove 7.8 S.Y. Asphalt Drive
EL -1925.17
;:EL=19.25.00
X EL=1925.28
Remove 13.4 S.F. Sidewalk
EL 925.29
EL -1925.52
EL=1925.57
EL=1925.37
Remove 7.0 S.Y. Conc. Drive
Remove 18.4 S.F. Sidewalk
L=Ib25.7
X ELS=1925.62
EL=1925.52 EL=1925.52
Remove 7.0 S.Y. Conc. Drive
^ E?_=1925.7 9
al»
(ov
Remove 16.4 S.F. Sidewalk
EL=1926.09
Remove 21.6 S.Y. Conc. Drive
EL=1926.11
Remove 30.2 S.F. Sidewalk
EL=1926.19
EL=1926.21
a
t
a
Q
}
to
CV
c
Remove 11.1 S.F. Sidewalk
REMOVAL PLANS
Remove 50.0 S.F. Sidewalk
'•',' EL .
EL=1924959
EL=1925.02X c;_=; 925.19252
.92
4. D
Remove 5.6 S.Y. Conc. Drive
V.
Air
EL=192513 EL=1925.25
EL=1924.88 EL=1924.95
//»
Remove 5.2 S.Y. Conc. Drive
Removal
Remove 12.0 S.F. Sidewalk
'•�/>EL -1925.28
EL=1925.13
..=1924.73
1=1925.33
EL=1925.20
Remove 9.0 S.Y. Conc. Drive
C00000"O c ESS/047,43 �e
0�gt41it cpOq.e0a00e.04,69 OOse Oo✓
e 4t``m a 77 a1 :
to DAVID L to -,1
:e 8 WACKER a:
T.`0 E•5090 '"'i
a • Apr ��m�
l
i
,.CITY OF HASTINGS,
ENGINEERING DEPT. /710
Project
R99 Resurfacing Project
Proj. No.
R-99-3
Description Chicago Ave. - C Street to E Street
Design By Dote Contractor
B.B. 3/99
Drown By
B.B. 2161(1A/ Oro. No. 6 of 9
0'
r
1/4
0+00
4-.
a)
N
C.)
25.51 TO
4-
W rn
C7 off
-2 J
EL=1924.30; EL=1923.84 C) tet•
O to
M a)+,
C o
a)-
CO co
EL=1923.97
EL=1924.05
EL=1923.94 24.61 TC
1 24.11 FL
1+00
0
U
C
0
U
a
EL=1925.24 EL=1925.13
EL=1924.75 EL=1924.72
XE! X92 =,33
24.71 TO
24.81 TO
Build 51.0 S.F. Sidewalk
2+00
EL=1925.59
Build 6.3 S.Y. Conc. Drive
Build 23.5 S.Y. Asphalt Drive
EL=1925.25
3+00
Build 8.3 S.Y. Asphalt Drive
EL=1925.18
X;L=:92.`4
4+00
25.21 TO 25.31 TC
XEL
25.22
5+00
Pole
25.41 TO 0 25.51 TO
XEL.=192 ..95
1923.97
Exist.
EL=1923.98
M
1924.08
Exist. 24.11 FL
24.21 FL
24.21 FL
24.31 FL
24.31 FL
24.41 FL
24.41 FL
24.51 FL
24.61 FL
+0.20%
I t
24.51 FL
Chicago Ave.
24.71 FL 24.81 FL
I
24 61 FL 24 71 FL 24.81 FL
24.91 FL 25.01 FL
24.91 FL 25.01 FL
EL=1924.05 24.61 TC
EL=1924.03
EL=1923.99
EL=1924.59' EL=1924.01
24.7
XEL=19125.31
EL=1925.78 EL -1925.69
Build 15 S.Y. Conc. Drive
6+00
XE.L=I9rp4:9`; XE .=1925.61
24.81 C EL=1924.3
EL=1925.42
ririr
a
o EL=1925.53EL-1925.53
EL -1925.49 EL=1925.20 EL -1925. XEL=:925. 71
a
C)
O
U z
N
u5 a
a
.%
mw
Build 24.6 S.Y. Conc. Drive
7+00
XE! _1926.01
25.01 T 2 . 1 TC 25.21 T
EL=1925.04 EL -1925.05 EL=1925.59 EL -1925.50 XEL _1925 51
25.91 TC Pole 26.01 TO
Build 8.1 S.Y. Asphalt Drive
Build 6.8 S.Y. Conc. Drive
8+00
26.11 TO
XEL c:1925.97
Build 103.0 S.F. Sidewalk
EL=1925.17
Build 7.8 S.Y. Asphalt Drive
EL=1925.37 1925.37
e0 Exist.
26.19 TC
25.01 FL
25.11 FL
25.01 FL
511 FI
25.21 FL
+0.20%
25.31 FL
25 21 FL
25.31 FL
25.41 FL
25 51 FL
25.41 FL
2551 FL
25.61 FL
25.69 FL
25.31 \[O `C
EL=1925.52 EL=1924.99 EL=1925.13
EL=1925.17EL=1925.25 -
EL=1925.02X =1,2522 EL=1924.88 EL=1924.95 EL=1925.20
25 61 FL 25.69 FL
25.51 TO
XEL
925.28
Build 13.4 S.F. Sidewalk
EL=19246
/EL -1925.52
EL=1925.57
EL=1925.37
Build 7.0 S.Y. Conc. Drive
Build 18.4 S.F. Sidewalk
25.971 7C
XEL=3925.62
EL=1925.52 EL=1925.52
Build 7.0 S.Y. Conc. Drive
Build 16.4 S.F. Sidewalk
EL=1926.09
Build 21.6 S.Y. Conc. Drive
EL=1926.11
-I 25.91 TC
'- XEt.=1926,1�9
Build 30.2 S.F. Sidewalk
EL=1926.27
01 TC
• EL=192'.75
EL=1926.19
EL=1926.21
Build 42.2 S.Y. Asphalt Drive
Build 11.1 S.F. Sidewalk
PROPOSED GRADES
26.11 TC
i3ls
L =1327,37
26.19 T
Build 50.0 S.F. Sidewalk
?s
1926.47
Exist.
Build 5.6 S.Y. Conc. Drive
Build 5.2 S.Y. Conc. Drive
Build 12.0 S.F. Sidewalk
Build 9.0 S.Y. Conc. Drive
^EL=19225.28
EL=1925.13
NOTE: Headwall will not be rebuilt. Ground will
be graded to fit street.
Street is to be overlayed with 2 1/2" of Type 17c Asphalt
in two lifts.
Top Lift will match into new 30" Curb & Gutter.
Irr
,. CITY OF HASTINGS,
ENGINEERING DEPT.
Project
R99 Resurfacing Project
Proj. No.
R-99-3
°eCipti°n Chicago Ave. - C Street to E Street
Design By Dote Contractor
B.B. 3/99
Drown By B.B. M ea Dm. No. 7 of
9
J