HomeMy WebLinkAboutAID2003-14
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION
FOR HANDICAP RAMPS TO BE LOCATED IN
FIELD BY ENGINEER
APPROXIMATELY 75 CUBIC YARDS OF EXCAVATION
WILL BE DERIVED FROM THE CONSTRUCTION OF THIS
PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY
OF THE CITY OF HASTINGS. A HAUL SITE SHALL
BE DETERMINED BY THE ENGINEER.
UTILITY WORK TO BE DONE BY HASTINGS UTILITIES.
NOTES:
The embankment and subgrade shall be adjusted to conform to the lines and
grades on the plans in accordance with Section 202, 204 and 301 of the 1985
Standard State Specifications and its supplements. The upper six (6) inches of
the subgrade shall be scarified, mixed and recompacted to the following
compaction requirements:
Percent Density Moisture Minimum Requirements Maximum
95 Min.
Opt. -3% Opt. +3%
Areas not meeting specified moisture density test requirements shall be
removed and recompacted at the Contractor's expense.
All subgrade compaction and water necessary for subgrade construction
shall not be paid for directly but shall be considered subsidiary to the
items of the contract.
Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shall be considered subsidiary
to the unit price per square yard of pavement.
Hastings City Surveyor
Al
5'- iZ -zoo 3
Date
1
Av
6 5 4 3 2 11.c3!
V Ord 27
10/8/79
1 ( I in
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8 1 9 10!11:12
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44' v 44' 1 44' 8412;
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264'
Hastings
Parking Plaza
5
620W
264'
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220'
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Hastings City Engineer
Date
AI
01)
®
0
0
1.-1 4
0
6+00
14'
Station
7.
Quantity
az _
-- az
477 sy
6+82.99 to 9+72.08
Integral Curb
6' Scarify & Reconpact
TYPICAL SECTION
Removal
Station
Description
Quantity
6+82.99 to 9+72.08
Asphalt & Concrete
Pavenent
477 sy
6+82.99 to 9+72.08
Integral Curb
32 LF
6+82.99 to 9+72.08
Sidewalk
400 SF
BUILD 8" 47B PCC
Station
Description
Quantity
6+82.99 to 9+72.08
Concrete Slab
477 sy
6+82.99 to 9+72.08
Integral Curb
32 LF
6+82.99 to 9+72.08
Sidewalk
400 SF
6+54.14
6+50
6+65.46
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Control Joints
20'
NORTH
Scale: 1"=20'
9'
2,0'
4
40' 60'
CITY OF HASTINGS,
ENGINEERING DEPT.
P'°'"t Alley from W. 4th to W. 5th\
N. Lincoln Ave. to N. Hastings Ave.
Pfoj. No. AID -2003-1
0
Description General Details
06* BY DWM me 5/4/03
Contractor
Drown 6y
DWM
Approved Xtiv Orn. Na. 1
of 5
SCALE:
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1
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Existing Elevations
0.30%
roposed-Elevations
0 32%
Proposed EI'evations
0.720
1920
2.,54%
1924
1922
Veritcal Curve
VPr=9+50
Elev: 1922.68
1918
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Elev.=-1922.63
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1922.00
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• • • • • • ORIGINAL :EL .=1:923
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9 2.00
1926.0.0
926:..Q0
DESIGN EARTHWORK
FILL- AREA- =0:00
CUT' :AREA: *2-:8-19
-0.00
.1.924.0.0
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• • ORIGINAL -EL -=-1-92332 •
19.22:00
DESIGN: EARTHWORK
1926..0.0
Or gSurfac
01/41
CO
OD
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CUT: AREA. •=0.:00
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OrigL UrfciCe.
1924.00
9
VC• --=2 71
IVC 74:8Q-cy
........... • . • • • • •
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DESIGN E RTHWORK
PILL- AREA- =0.00
1922.00
-F-
00
1926.00
926 00
• • . . • • ..........
1924 00
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.Orig_Surface
0
1 r
1.6
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. . . ...1 ... . . .
924:00
7
00
CUT" AREA"= -8
1:2
1922..00
...........
1ST'S =7+00
OR G:INAL •EL- -923
56 • • • • •
1922.Q0
= .0-0
VC
4..84
DESIGN EARTH:WORK
FILL AREA: -0.00
CU:T: AREA- •=8.:47
VF: 7000
VC =1380
19:26..0.0
19.2.6..00
........ ...........
19:26.0.0
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9.26_0.0
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50
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Ong- Surface
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1924.00
7
50
19-24 00
cei oi
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cp
r r
..Orig_Surface....
1924 00
50
1922.0.0
...........
STA =8+60
19.22..00
1922.0.0
........... .......
ORIGINAL : E
L:1922
81
-
" " • "ORIGINAL : E
L:1923 51" " • •
19.22_0.0
DESIGN EARTHWORK
DESIGN: EARTH:W:ORK
FILL AREA- =.0..00
FILL- AREA- -=0.-00
CUT AREA: --7.64
VC -1.7
CU:T: AREA"=8:37
F =0- 0
VC 7
12 43
1926:0.0
........... .......
19.26_00
19:24:0.0
........... • . . • • . •
19:22.0.0
Ong_
Surface
SIPA =0+78.08
ORIGINAL :EL =1922 12
Ori Surface
.........
924-.00
19.22:..0.0.
1.9:24:0.0
o
co
riqSurface CN
Ce5
(C)
0)
04
1922.00
... .
• • • • " ORIGINAL: 'EL •-•1923
39 " " •
DESI N EARTHWORK
19.24:0.0
1922:0.0
.
92.0:00
...........
DE. 'GM. EARTHWORK
FILL AREA:
U.T. AREA- =0 00
VF =0-.00
9:20:.0.0
...
FILL AREA• -0.- 0
UT• AREA: •7..:00
VC
=�00
14.13
VC =0E.00
60
00
50
00
40
00
-30
00
20
00
00
10
00 20
00
30
00
40
00
50
00
60
00
60
00
50
00
40
00
30
00
20
00
10
00 10.0020
00 30
00
40
00
ACITY OF HASTINGS, c) 0
ENGINEERING DEPT.
Project Alley from W. 4th to W. 5th \
N. Lincoln Ave. to N. Hastings Ave.
P"' No' AID -2003-1
Description
Cross Sections
De'ln BY DWM Dote 5/4/03 Contractor
Drawn By DWM ApproyedAtba Dm. No.
of
5