HomeMy WebLinkAboutPD249PAVING QUANTITIES
(A/itrnef[ 42
ITEM
Combined Curb 8 Gutter for Returns (Applies to Alt's
Expansion Joint
Rough Excavation
Hand Excavation
Reinforced Concrete
PAVING DISTRICT NO. 249
QUANTITY
"A°, "B", 8"C") Lin. Ft.
3i0 Lin. Ft.
MO Cu Yds.
20 Cu. Yds.
3475 Sq. Yds.
N. Sounders Ave. -9th to 12th Streets
SHEET 2-Q
(11/ "C/
5" STABILIZED SOIL BASE COURSE QUANTITIES
Mineral Aggregate (Grovel) fir: /,I/ff we/e C J 448 Cu. Yds.
A/Ser :/i 6>
Water, Applied ( MO M. Gal.
Asphaltic Oil for Prime Goat, Applied 1220 Gal.
Gravel Subbase Composition 12:02Sta.
3" BITUMINOUS MAT SURFACE COURSE QUANTITIES
Manipulation
Min Ag9 (Gravel)
Min.Agg (Sand Gravel)
Min. Filler from Local Pits
Asphaltic Oil for Tack Coat, Applied
Asphaltic 011 for Bituminous Mat, Applied
Bituminous Aggregate for Intersections
ARMOR GOAT
Asphaltic 011 for Armor Coat, Applied
Min. An ( Sand Gravel) for Armor Coat, Applied
12.02 Sta.
200 Cu Yds
14 Cu Yds
110 Cu.Yds.
241 Gal.
7340 Gal.
15 Cu. Yds.
els Gal.
34 Cu.Yds.
ASPHALT QUANTITIES
(AMirrse k d
ITEM
5"COMPACTED GRAVEL SUBBASE COURSE AND PREPARATION OF ROADBED
1 SAME AS UNDER STASILIZEO SOIL SASE COURSE FON ALT. "C")
I.5" BASE COURSE
2.5"SURFACE COURSE
Asphaltic Concrete for Base Course
Asphalt Cement for Asphaltic Concrete
Asphaltic 011 for Tack Coat, Applied
Asphaltic Concrete for Surface Course
Asphalt Conn for Aspholtic Concrete
Asphaltic Oil for Tack Coat, Applied
EXCAVATION (Applies to Alternates "B" & "C" Onyx)
Rough Excavation
Nand Excavation
Manholes to be Reset to Grade
NOTE:
When more then one
type S grids of aspha-
ltic oil are shown, the
type & ,rade to be used
shall be determined by
tbe Engineer on the bas -
the (time oob f ot»huction.
Tack Ooet: RC -I, MC -I.
QUANTITY
277 Tons
2214 Gal.
217 Gal.
434 Tons
519e Gal.
193 Gal.
290 Cu. Yds.
Cu. Yds.
1 Each
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Theodore H. f Mei//de Orn /✓e/s
/30 69
5 4.33 ofd
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56
Henry./ f D/ernor N. Crap/ex
/46.60
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Waller E. fi aver Mavob donee
/58 75
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tarry t Mvet/e 0 f*/rer
/38. 75
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4/fiedM. f dmeno'a E• ,Oeck
/38. 7.5
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Burton Thomas 4 Rosemarie North
/38 75
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Cairene Q. f Lillian M. Jensen
/33.5/
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/33.5/
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86
Mode K. a //eh F• Berbers
225. /4
/4 4416- of /3
• •
67
A/berf t. 4 finances A• Raney
/ 75.40
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Melo E thistle C. Fo/ken
/34 5/
/6
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frank 2 4 Mary Frances Daitschneider
/ 33.5/
/74N. 34'o/ /8
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John M f Tena Stoetre/
/96.34
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Francis 8.1 Veve C. Peterson
70.68
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Ar/is R 4 Uyvonne L. No/%n
/33.5/
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52
Q C. Parker
/36. /3
9
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Model Homes Subefivis/on
57.4
Genn L. 1 era Jean ffunce
/50. 27
/0
2
1. 1e ..
60
Chir/es A• 1 /nee E. Stumme
/57. 07
/1
2
•• •e II
60
Mer/e 1 Amelia Johnson
/57 07
/2
2
.. ..
60
Emma M. ,Cenptson
/57. 07
/3
2
'•. w
60
Robert L.4 2y Hoeo/and
/57. 07
/4
2
- - •
60
,eaymond,/. 4 Caroline A. Ve/der
/57 07
/5
2
•• .•
60
Erma L. Boeh/ke
/57.07
/6
2
- • ••
60
John E 4 /rent M• Mi//er
/57.07
w444N25;01*,5
2
Nowlen's Subdivision
75
Pau/ E. f Mabe/ E. Rebore
/96.35
5.250fW. 50141.3.5WW&6
2
'• IP
60
Ear/ R. 4 Ma,eret He//oh ey
/5707
S /5/W. .6f.16dfr/& 7
2
- ••
60
dawns a Frvscheaser
/47.07
5 Sof mfr. 74 Whin.
2
•• ..
60
William R. ?Marian Darks
1g7.07
Witf 4A/32Qfh/!%2
2
Owens Subdivision
89
Bernice M. Pat?'00
5f:dN[!iL*A/59ofli(!%3
2
a65
James P. E /,rviniaL. Bash
/ 0. /6
S./5iflil 3t /►/Ye.4
2
•' 11
77
Etn/if 4 .A1/2/749L s J eareem
201.58
141 ,5
2
•• •'
58
Jack B. 4Leona C. Love//
/5/.85
Mit 6
2
•• ••58
Beatrice 0 eohror
/5/.85
W. lrt, 7
2
•• 11
50
Ben•%amin tot D,oa/ L Oberp
/5 I. 85
Tota/ Front Feel' 2.279.4
TOTAL 4,ssessco Cosr
43,94724
City .i Contr/6e.'A n
2,835 72
Contract Pete/neQ'
2. 778. 43
Torn COST Of Paver?'
i/ /, 584.39
Cost per front fool 4 2.6/ 78994
Johnson -Swanson Inc. - Contractor
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OFFICE OF CITY ENGINEER
HASTINGS, NEBRASKA
'PAVING OISTPICT NO. 2/4.9
.baunde.rs Avenue
Ninth Street to Twelvth Strut
% PAVING'.
DESIGNED H.R.Willia...• APPRQVED
CHECKED DRAWING
N
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DRAWN R. L. Perl•tr MY iN�1
01Ni�
No. I -A
SCALE 1 = 50DATE Aast G, Igoe
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