ash st. storm sewer alignment study 1/23/1980PIF06
TALIAFERRO AND BROWNE
Consulting Engineers, P.A.
710 MINNESOTA KANSAS CITY, KANSAS 66101
(913) 342-3456
January 23, 1980
Mr. Dean Boyer, P.E.
City Engineer
City of Salina, Kansas
P. 0. Box 746
Salina, Kansas 67401
Re: Ash Street Storm Sewer Alignment Study
Dear Mr. Boyer:
Enclosed please find five (5) copies of the subject study in
accordance with provisions of our contract.
We have analyzed two separate alternates to develop the most
cost effective method of providing the storm water separation
from the existing combined sewer system. Alternate No. 1
begins at 10th Street and extends westward to Dry Creek within
the limits of Ash Street. Alternate No. 2 begins at 10th Street
and proceeds west to 11th then north to the alley and westward
through the alley to College where it turns south and goes to
Ash Street again where it continues westward to Dry Creek.
Quantities and cost estimates fox- each alternate are attached.
Originally it appeared that some economy might be realized by
constructing the sewers within the unpaved alleys so that the
total cost for pavement removal and replacement might be re-
duced. However, the study reveals that the total pavement re-
moval and replacement required is only slightly less for Alternate
No. 2 than Alternate No. 1. This minimal reduction combined with
the additional storm sewer required to carry the water northward
to the alley results in a significant higher price for Alternate
No. 2. We have not included in Alternate No. 2 the cost of any
required easements to provide working room for the contractor in
the alley. These dollars would further widen the gap between the
two alternates.
Based upon our review of the field conditions and the preliminary
cost estimates we recommend that Alternate No. 1 be selected as
the project route.
Mr. Dean Boyer
January 23, 1980
Page Two
If we can provide further information on any of the material sub-
mitted, please contact me at your convenience. As soon as we
have been notified of the final alignment, we will begin com-
pletion of final field surveys and preparation of the plans and
specifications for the project.
Very truly yours,
TALIAFERRO AND BROWNE
CCO1xNSULTING ENGINEERS, P.A.
Sam Haldiman, P.E.
seg
Enclosures
SUB TOTAL $359,350
CONTINGENCY 17,950
TOTAL $377„300
ASH STREET STORM
SEWERS
SALINA,
KANSAS
COST ESTIMATE
ALTERNATE NO.
1
NO.
ITEM
QUANTITY
UNIT PRICE
TOTAL
1.
48" R.C.P. STORM SEWER
1570
L.F.
53
$83,210
2.
42" R.C.P. STORM SEWER
855
L.F.
45
38,475
3.
30" R.C.P. STORM SEWER
710
L.F.
28
19,880
4.
18" R.C.P. STORM SEWER
960
L.F.
20
.19,200
5.
A5-2 INLETS
20
EA.
11950
39,000
6.
TYPE B INLETS
2
EA.
2,100
4,200
7.
72" DIA. STORM SEWER MANHOLE
8
EA.
2,850
22,800
(TYPE II)
8.
60" DIA. STORM SEWER MANHOLE
3
EA.
2,500
7,500
(TYPE II)
9.
48" DIA. STORM SEWER MANHOLE.
2'EA.
2,150
4,300
(TYPE II)
10.
JACK 48" RCP BENEATH RAILROAD
40
L.F.
90
3,600
11.
SPECIAL TRENCH COMPACTION
13940
L.F.
3.25
12,805
12.
PAVEMENT REMOVAL & REPLACEMENT
2870
S.Y.8:
13 O
80,360
(PIPE TRENCH)
13.
PAVEMENT REMOVAL & REPLACEMENT
100
S.Y.
21.5
2,150
(INTERSECTION MODIFICATIONS)
14.
CURB & GUTTER REMOVAL AND
1000
I.Q.F.
9.50
9,500
REPLACEMENT
15.
LARGE TREE REMOVAL
3
EA.
$50
750
,-lL--.SODDING
-544-S. Y.
-.2-.00
1- a-20
17.
REMOVE AND BACKFILL EXISTING
21
EA.
500
10,500
INLETS
SUB TOTAL $359,350
CONTINGENCY 17,950
TOTAL $377„300
ASH STREET STORM SEWERS
SALINA, KANSAS
COST ESTIMATE
ALTERNATE NO. 2
NO.
ITEM
QUANTITY
UNIT PRICE
TOTAL
1.
48" R.C.P. STORM SEWER
1605
L.F.
53
$85,065
2.
42" R.C.P. STORM SEWER
990
L.F.
60
59,400
3.
30" R.C.P. STORM SEWER
1230
L.F.
38
46,740
4.
18" R.C.P. STORM SEWER
1720
L.F.
20
34,400
5.
A5-2 INLETS
21
EA.
1,950
40,950
6.
TYPE B INLETS
1
EA.
2,100
2,100
7.
72" DIA. STORM SEWER MANHOLE
7
EA.
2,850
19,950
(TYPE II)
,
8.
60" DIA. STORM SEWER MANHOLE
4
EA.
2,500
10,000
(TYPE II)
9.
.48" DIA. STORM SEWER MANHOLE
3
EA.
2,1.50
6,450
(TYPE II) ,
10.
JACK 48" RCP BENEATH RAILROAD
40
L.F.
90
3,600
II.
SPECIAL TRENCH COMPACTION
5280,L.F.
3.25
17,160
12.
PAVEMENT REMOVAL & REPLACEMENT
2850
S.Y.
28
79,800
(PIPE TRENCH)
13.
PAVEMENT REMOVAL & REPLACEMENT
100
S.Y.
21.50
2,150
(INTERSECTION MODIFICATIONS)
14.
CURB & GUTTER REMOVAL AND
1000
L.F.
9.50
9,500
REPLACEMENT
15.
LARGE TREE REMOVAL
3
EA.
250
750
16.
SODDING
560
S.Y.
2.00
1,1.20
17.
REMOVE AND BACKFILL EXISTING
21
EA.
500
10,500
INLETS
SUB TOTAL,
$429,635
CONTINGENCY
21,465
TOTAL
$451,100