HomeMy WebLinkAboutR200040
NOTES:
The siiinsnt and subpads shell be adjusted to conform to 91e Ides and
wades on the plans in a000rderloe with Section 202, 204 and 301 d91e 1916
SWAN, Spedkelons end Is supplements. The upper sip) inches of
the *bipeds slri be sorNed, rind and recomputed to 91e following
Percent Den* ANO Winum Requirements
96 Mn. Opt. -3% Opt. +3%
ken not meeting wiled moisture densly test requiremenis steel be
removed and reoowpected et 91e Conhc,'ioYs glee.
AI subprede concpedion and welt necessary for sabred* construction
shi not be paid for dire* but shell be c rsidered slbeiiy b the
Isms of the conked
Enevellon. bedding and sewing mai , Ile bars,
dowel pint end Misted Ord seerrd steel be considu,d sdsiiery
be unit pis per wpm yard of pavement
CALL BEFORE YOU DIG
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HOTLINE
OF NEBRASKA
Call
1--800-331-5666
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R - 2000 RESURFACING
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Hastings City Engineering
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tlastings City Surveyor Date
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North
DENVER AVENUE
R-2000-2
ELM AVENUE
R-2000-1
•
Hastings, NE
Hastings City Engineer
SP
5-- 9- Z000
Dote
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32'
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22'
65'
65'
25
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Top Lift Only
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31'
Typical Section of Existing Street
No Sale
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Typical Section of Proposed Resurfacing
No scale
2600'
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76'
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76'
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NOTES:
Base Lift will consist of 2" Type 14
Top Lift will consist of 1.5" Type 17c10.40
Flowlines are to be covered on Top Lift only on both sides of the sheet..
Extra care will be taken to eeintein water flow.
Concrete sub -base may require various pitching to be determined by Engineer
after milling operation and street les been dewed.
* Ends and returns on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphah.
Contractor shall use care in maneuvering heavy equipment over and wound this Project.
Existing curb and gutters are in poor condition and the 5" concrete base will not withatard
a lot of weight.
Contractor shall leave existing asphalt as is between the two site of Railroad trade.
Will lay asphalt up to the concrete slabs on the outside of each set of rails.
(.‘
!M'
NORTH
Scale: l "=144'
1M'
CD
CD
COb
28
ITEM NO. DESCRIPTION
I
2
3
4
5
6
7
$
Rotomill Pavement
Asphaltic Concrete
Type 14
Asphaltic Concrete
Type 17c/0 40
Asphaltic Cement
(AC -I0)
Emulsified Asph. (SS 1 H)
Tack Cot
Build 6" Concrete Pavement
(47B)
Build 6" Concrete Pavemait
For Patching(47B High -Early)
Build 30" Curb & Gutter
9 Build 4" Concrete Sidewalk(ABX)
l0
11
12
13
14
15
16
17
1$
19
Build Integral Curb (47B)
Remove Concrete Pavement
Remove 30" Curb & Gutter
Remove Sidewalk
Remove Integral Curb
Adjust Manhole to Grade
Adjust Gas Valve to Grade
Adjust Water Valve to Grade
SSW Cut
Asphaltic Concrete
Type 17c/0.40 for Dnvewtays
ESTIMATED
QvAxrrrws
10.261.0
1211.0
9882.0
132.0
2566.0
10.0
300.0
254.0
10.0
210.0
300.0
254.0
10.0
7
1
2
250.0
10
UNIT
S.Y.
Ton
Ton
Ton
Gal
S.Y.
S.Y.
L.F.
S.F.
L.F.
S.Y.
L.F.
S.F.
L.F.
Each
Each
Each
L.F.
Ton
Aciv OF HASTINGS,
ENGINEERING DEPT.
R-2000 Resurfacing Project
144. fie.R-2000-1
emeligin
Elm Avenue — South St. to 7th St.
emir ~8.8.
Ms3 99
c�.si..
Inn 1111
,B.B.
_
S
•
it
12110.12'
Denver Avenue
W.
►*******************4,4,40*
►•1 N I•N W*•*•*•*•*•*•NN
*•*•*•*•*•*
•►� 1*`* ►*4 * * 40 41•#• 41 •�•�•�•• 4
*. iNt 0.4 1
. 0 (D 0 0
o
►*•* V
►**44,4*4
44XX
a►•4bw
Typical Section of Existing Street
No Sara
2• Toa 14 A4,I141t
Soso Lain
1.S• Type 17C Asphalt
T. U t
31'
Typical Section of Proposed As u facing
No Salo
414
NOM&
S
O
CD
cD
-k
Base Lift will consist of 2" Type 14
Top Lift will consist of I.5" Type 17c/0.40
— 4-
- 4-
-
— — - Diredi.a-t Doan.
S
1230.0'
t
Flowlines we to be covered on Top Lift oras specified in field by Engineer.
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and shunt has been cleaned.
Ends and returns on Project will be sawed prior to installation of Base Lift.
Returns at 11th Street will be done when 11th Street is Resurfaced under this contract.
Some Driveways on this project have asphalt and concrete patched into the gutteriine
- Contractor shall use caution not to damage driveways during the ranoval of this material.
Contractor shall use care in maneuvering heavy equipment over and around this Project.
Existing curb and gutters are in poor condition and the 5" concrete base will not witretand
a lot of weight.
EEM NO.
1
2
NORTH Elp>
Scale: 1"=100'
1N' -N'
DESCRIPTION
Rotomill Pavement
Asphaltic Concrete
Type 14
3 Asphaltic Concrete
Type 17c/0.40
4 Asphaltic Cement
(AC -10)
5 Emulsified Aleph. (SS IH)
Tack Coat
6 Build 6" Concrete Pavement
(4711)
7 Build 6' Concrete Pavement
For Patching(47B High-Ewly)
$ Build 30" Curb & Gutter
9 Build 4" Concrete Sidewalk(ABX)
10 Build Retaining Wall
11
12
13
14
15
16
17
18
19
20
Build Integral Cub (47B)
Remove Concrete Pavement
Remove 30" Curb t Gutter
Remove Sidewalk
Remove Retaining Wall
Remove Integral Curb
Adjust Manhole to Grade
Adjust Gas Valve to Grade
Adjust Water Valve to Grade
Saw Cut
ES'TIMA1ED
QUAN MES
8671
1130.00
847.00
115.0
2167.7
7.5
50
297.0
171.5
0
57.5
297.0
156.5
p
6
252.5
•
UNIT
S.Y.
Ton
Ton
Tan
Gal.
S.Y
S.Y.
L.F.
S.F.
L.F.
L.F.
S.Y.
L.F.
S.F.
L.F.
L.F.
Each
Each
Each
L.F.
zCITY OF HASTINGS,
ENGINEERING DEPT.
R-2000 Resurfacing Projec
1404.
R-2000-2
.1"'~'" Denver Ave.= 7th to 12th
fir
4 96
Ointreeirr
B.B.