HomeMy WebLinkAboutMiscellaneousLETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
DATE' 6-17-98
RE: COMPLETION OF
Edelweiss Phases 12,13, and 15-A
Dear Sir:
The purpose of our letter. is to request .that the following listed
improvements be approved .and accepted as being constructed under city
inspection .and completed according to .plans and specifications as
approved and required by the City' of College Station, Texas. This
approval and acceptance by the City is .requested in order that we may
finalize any sub-contracts and to affirm their warranty on the work. This
approval and acceptance by the City of the improvements listed below
does hereby void the .letter of guarantee for the listed .improvements on
the above referenced. project..
The one year warranty. is hereby affirmed and agreed to by
Young Contractors and by their sub-contractors. as
indicated by signatures. below.
WORK COMPLETED
L«sL CDUA.'j`
Celia loop, Celia Ct. ,'~'''' ""-` " "' • ,Sophia Lane
storm sewer
sanitary sewer
water
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Utility Representative (s)
DATE
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APPROVAL
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Owner: Begonia Corporation
Address:. ~~~ S: 7"~titfi ~ l~~ ~ .~~1 i~ 1uG~
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Contractor:Young Contractors
Address:
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TATION
LLEGE S
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R O. Box 9960 1101 Texas Avenue College Station, TX 77842
Tel: 409 764 3500
MEMORANDUM
TO: Mike McClure, P.E., R.P.L.S., McClure Engineering ,
FROM: Natalie Ruiz, Assistant Development Coordinat r
DATE: March 30, 1998
RE: Edelweiss Estates Phase 15-A
Staff reviewed the above mentioned final plat and identified no problems. Please submit the mylar
original and 10 copies of the final ..plat by noon Monday, Apri16, 1998 to be included on the April
16, 1998 Planning and Zoning Commission meeting. The Commission meeting will be held at
7:00 p.m. in the City Hall Council Room at 1101 Texas Avenue South.
If you have any questions or need additional information, please call me at 764-3570. Thank you.
Attachment
cc: Steve Arden, Brazosland Realty, 4103 South Texas Avenue #100, Bryan, TX 77802
James O. Crowell, Begonia Corporation, 1901 San Jacinto, Houston, TX 77002
~ase file #98-213
Home of Texas A&M University
ENGINEER'S CONSTRUCTION COST ESTIMATE
Edeiwiess Estates Phase 15A
:March'! 8, 1998
it
U Amount
Item Descrip#ion Unit Quantity n
Price
No.
STRE ET CONSTRUCTION
1 Erosion & Sedimentation Control L.S.. 1 $750.00 $750.00
.
2 Clearing & Grubbing L.S. 1 2,000.00 2,000.00
3 Roadway Excavation C.Y. 1,317 3.55 4,675.35
4 .
Cellulose Fiber Mulch Seeding S.Y. 2,500 0.30 750.00
5 6" Lime Stabilized Subgrade (6% Lime) S.Y. 3,537 3.00 10,611.00
6 Extra Lime Ton 24 73.00 .1,752..00
7 6"Flexible Base Crushed Stone S.Y.. 2,839 5.75 16,324.25
8 l%' Hot Mix Asphaltic Concrete (Type D) S.Y. 2,839 4.05 11,497.95
9 Conc. Curb {Type 3)
Reinf L.F. 1,783 6.50 11,589.50
10 .
Concrete Sidewalk & Ramps
Reinf S.F. 1,540 2.53.. 3,896.20
11 .
End of Road Marker
e 4 curb
/T
A
R
" Ea.
S.F. 3
620 121.00
3.15 363.00
1,953.00
12 yp
pron w
eim. Conc.
Thick.
6
STREET CONSTRUCTION SUBTOTAL $66,162.25
DRA INAGE CONSTRUCTION
13 5' Std. Recessed Conc. Inlet Each 1 $1,800.00 $1,800.00
14 .
10' Std. Recessed Conc. Inlet Each 3 2,650.00 7,950.00
15 27" RCP (C-76, Cl. III) L.F. 398 38.00 15,124.00
16 27" X 45° RCP Bend (C76, Cl. III) Each 1 240.00 240.00
17 18" RCP (C76, Cl: III)
isting 27°' RGP
t to E
' &
C
Pl L:F.
L.S. 31
1 29.00
250.00 899.00
250.00
18 x
onnec
i
ug
Remove
DRAINAGE CONSTRUCTION SUBTOTAL $26,263.00
WA TER LINE CONSTRUCTION
19 6" PVC{C900, Cl. 200) Pipe L.F. 604 $12.50 $7,550.00
20 8" PVC (C900, Cl. 200) Pipe L.F. 381 15.00 5,715.00
21 Fire Hydrant Assembly (Type In Each 2 1,800.00 3,600.00
22 2" Blow-off Assembly with 6" :Cap Each 1 470.00 470.00
23 2" Blow-off Assembly with 8" Cap Each 1 475.00 475.00
24 .Remove Blow-off & Connect to Existing 8" PVC Line Each 1 550.00 550.00
25 6" M.J. Gate Valve Each 1 412.00 412.00
26 8" M.J. Gate Vave Each 1 612.00 612.00
27 8" X 6" M.J. Tee Each 1 200.00 200.00
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'i
~` ENGINEER'S CONSTRUCTION COST ESTIMATE
Edelwiess Estates Phase 15A
March 18, 1998
.Item Description Unit Quantity Unit Amount
No. Price
28 6" X 13" M.J. Anchor Coupling Each 1 98.00 98.00
29 8" X 13" M.J. Anchor Coupling Each 1 180.00 180.00
30 1" Type K Copper Water Service (72' Length) Each 1 525.00 525.00
31
32 1 %2" Type K Copper Water Service (3T Avg. Length)
Trench Safety (Water Lines) Each
L.S. 4
1 790.00
SUU.UU 3,160.00
50U.UU
WATER LINE SUBTOTAL $24,047.00
SEW ER LINE CONSTRUCTION
33 6" PVC (SDR-26, D3034){< 6' depth) L.F. 90 $15.00 $1,350.00
34 6" PVC (SDR-26, D3034){6' to 8' depth) L.F. 331 , 16.00 5,296.00
35 6" PVC (SDR-26, D3034)(8' to 10' depth) L.F. 250 18:50 4,625.00
36 6" PVC {SDR-26, D2241)(6'to 8' depth) L.F.. 20 1.6.00 320.00
37 Std. 4' Diameter Manhole (< 8' depth) Each 3 1,330.00 3,,990.00
38 Std. 4' Diameter Manhole (8' to 10' depth) Each 1 1,520.00 1„520.00
39 4" Double_Service Line (Type I)(47` Avg. Length) Each 2 800:00 1.,:600.00
40 4" Double Service Line (Type II)(8T Avg. Length) Each 2 900:00 1;800.00
41
42 4" Single Service Line {Type I){4T Length)
Trench Safety{Sewer Lines) Each
L.S. 1
1 775.00
l,000.OU 775,00
' 1UOU.UU
.
SEWER LINE SUBTOTAL $22,276.00
TOTAL ESTIMATED COST OF CONSTRUCTION $138,748.25
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