HomeMy WebLinkAbout00071063PREDEVELOf MENT MEETING
The purpose of a predevelopment meeting io to meet the City Staff that will be involved
with your development and identify general issues that need further analysis. Along with
the discussion of these major issues, staff will talk about the development process,
distribute necessary information and discuss what permits will be required for your
particular development. This meeting is in no way a complete review of your project.
Staff will perform a formal thorough review once the minimum requirements are
submitted for your particular development.
Date of Meeting: ~d
Applicant(s): ESL
City Staff present: 4z6i6s'
Cie
Miscellane us: G
v
May 04 01 11:48a Michael McClure 979 693-2554
Edelweiss Estates, Phase 16
Estimated Cost of Remaining Work
Hanover and Von Trapp Streets
p.3
DPvo-~O
may 4, 111U1
Item
No Description
Unit
Estimated
Quantity
Unit Price
~
Total
3
1.5" HMAC Surface Course
S. Y.
3.0981
4.00
12,392.00
6
7" Crushed Limestone Base
S.Y.
1,694;
6.50
11,011.00
7
6" Crushed Limestone Base
S.Y.
1,404
5.50
7,722.00
8
Type Ill Curb and Gutter
L. F.
1,056,
6.50
6,864.00
Type
,
L.F.
872
6.50
5,668.00
-
0
a and Knuckle
Concrete Apron
S.Y.
310
33.50
10,385.00
11
4" Sidewalk
S, F.
7,388
2.50'
18,470.00
12
Sidewalk Ramps
S. F.
969'
6.00:
5,814.00
28
15' Curb Inlet (top only)
EACH 1
11
1,750.00
1,750.00
29
10' Curb inlet to only)
( EACH
2
1,450.00
2,900.00
Total Value of Remaining Work
$82,976.00
S/.qo / 0
Edelweiss Estates, Phase 16
Estimated Cost of Remaining Work
Hanover and Von Trapp Streets
May 4, 2001
Item
Description
Unit
Unit Price
Total
No.
3
1.5" HMAC Surface Course
S.Y.
1
4.00
12,392.00
6
7" Crushed Limestone Base
S.Y.
6.50
11,011.00
7
6" Crushed Limestone Base
S.Y.
1,404
5.50
7,722.00
8
Type III Curb and Gutter
L.F.
1,056
6.50
6,864.00
9
Type IV Curb and Gutter
L.F.
872
6.50
5,668.00
10
Concrete Apron and Knuckle
S.Y.
310
33.50
10,385.00
11
4" Sidewalk
S.F.
7,388
2.50
18,470.00
12
Sidewalk Ramps
S.F.
969
6.00
5,814.00
28
15' Curb Inlet (top only)
EACH
1
1,750.00
1,750.00
29
10' Curb inlet to only)
EACH
2
1,450.00
2,900.00
Total Value of Remaining Work
$82,976.00
S/.qo / 0