HomeMy WebLinkAboutMiscINFRASTRUCTURE AND FACILITIES
Water: Phase 2 of this development extended an 8 inch water main in Navarro Drive to
this Phase. Water will be extended through this subdivision.
Sewer:: Phase 2 of this development extended sewer along Bee Creek Trib. "B" to this
Phase. Sewer will be extended through this subdivision.
Streets: There are approximately 3.648 acres of public right-of-way proposed with this
subdivision. Residential streets will be extended through the subdivision and connected
to Navarro Drive. The residential streets will be the standard 27 foot wide street section
in 50 feet of right-of-way.
Off-site easements: N/A
Sidewalks: Sidewalks will be required on one side of the residential streets.
Drainage: The majority of this phase of the subdivision will be graded to drain to a
detention pond constructed with Phase 1, which discharges to the north to Bee Creek
Tributary B. A second detention pond will be constructed within this phase and will
discharge to the south. The drainage plan submitted proposes to reduce the peak runoff
flow rate to approximately one-third the existing pre-development flow rate leaving the
site. The drainage plan appears to be in compliance with City's Storm Water Drainage
Policy and Design Standards.
Flood Plain: No regulatory flood plain exists in this Phase of the Subdivision.
Oversize request: See Budgetary and Financial Summary Section.
Parkland Dedication:
Impact Fees: None in this area.
NOTIFICATION:
Legal Notice Publication(s): N/A
Advertised Commission Hearing Dates(s): 8-5-99
Advertised Council Hearing Dates: N/A
Number of Notices Mailed to Property Owners Within 200': N/A
Response Received: None as of date of staff report
\\chl_netwam\vol l\group\deve_ser\st4t\99-233.doc
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby made for the following development specific site/waterway alterations:
ACKNOWLEDGMENTS:
design engineer/owner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the current requirements of
the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards.
As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to
these documents and the requirements of Chapter 13 of the College Station City Code.
Property Owner(s)
Contractor
CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.)
A. 1, , certify that any nonresidential structure on or proposed to be on this site as part
of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm.
Engineer
Date
B. I, , certify that the finished floor elevation of the lowest floor, including any
casement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the
latest Federal Insurance Administration Flood Hazard Study and maps, as amended
Date
OF
Engineer
C. 1, A11611,46L Z Mc&kg , certify that the alterations or development covered by
diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that sw
development are consistent with requirements of the City of College Station City Code, Chapter 13 cone;
floodways and of flood y fringes.
En g' eer
~UP ;A 32740 o r'b~Q
G~3o~99 STE..' Date %;a ON A L ~4a9D°
D. I, , do certify that the proposed alterations do not raise the level of the 100 year
flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study.
Engineer Date
Conditions or comments as part of approval:
It accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris
.corn construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities.
All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the
above named project. All of the applicable codes and ordinances of the City of College Station shall apply.
FINAL PLAT APPLICATION 3 of 3
FNLPAPP.DOC 3/23/99
COLLEGE STATION
SUBMIT APPLICATION AND THIS
LIST CHECKED OFF WITH 13
FOLDED COPIES OF PLAT FOR REVIEW
FINAL PLAT MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LEMMD TO THE FOLLOWING:
(Requirements based on field survey and marked by monuments and markers)
1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger.
2. Vicinity map which includes enough of surrounding area to show general location of subject property in
relationship to College Station and its City Limits. No scale required but include north arrow.
❑
3.
Title Block with the following information:
03"' Name and address of subdivider, recorded owner, planner, engineer and surveyor.
Proposed name of subdivision. (Subdivision name & street names will be approved through
Brazos County 911.) (Replats need to retain original subdivision name.)
"
Date of preparation.
0""
'
Engineer
s scale in feet.
Total area intended to be developed.
1B"
4.
North Arrow.
5.
Subdivision boundary indicated by heavy lines.
Vll A 0
`
6.
If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger.
❑
7.
All applicable certifications based on the type of final plat.
P Gl~71J fkc,dc~)
1
T
-
2
i0A
O
rIF/C4
4
Ownership and Dedication (4,~,So .W&-dotEo 1
Surveyor and/or Engineer
City Engineer (and City Planner, if a minor plat)
Planning and Zoning Commission (delete if minor plat)
Brazos County Clerk
6-
C5; Brazos County Commissioners Court Approval (ETJ Plats only)
8.
Paid tax certificates.
h lo- ❑ 9. If submitting a replat where there are existing improvements, submit a survey of the subject property showing
the improvements to ensure that no encroachments will be created.
hltA- ❑ 10. If using private septic systems, add a general note on the plat that no private sewage facility may be installed
on any lot in this subdivision without the issuance of a license by the Brazos County Health Unit under the
provisions of the private facility regulations adopted by the Commissioner's Court of Brazos County, pursuan
to the provisions of Section 21.004 of the Texas Water Code.
KIw 0 11. Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data.
12. Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data.
t
FINAL PLAT CHECKIdST Iof 2
FNLPCK.DOC 03/25/99
f
M
13.
Matches the approved preliminary plat and/or master development plan.
f",>_
i
e
14.
i, area, center
The location and description with accurate dimensions, bearings or deflection angles and rad
angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing
items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as
well as, those within the subdivision).
Existing
Proposed
t
Streets. Continuous or end in a cul-de-sac, stubbed out streets must end into a temp. turn around
unless they are shorter than 100 feet.
r `
Public and private RO.W. locations and widths. (All existing and proposed R.O.W.'s sufficient to
meet Thoroughfare Plan.)
Street offsets and/or intersection angles meet ordinance.
Alleys.
-
Easements. (AleeJ -0i~eef'1-JV E:4WO6)
'Ta'
A number or letter to identify each lot or site and each block.
Greenbelt area/park linkages/parkland dedication ( All proposed dedications must be reviewed by
the Parks and Recreation Board prior to P & Z Commission consideration.)
[Z
"
"
15.
x 36
sheets and properly sealed by a
Construction documents for all public infrastructure drawn on 24
Licensed Texas Professional Engineer that include the following:
Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall street, \~h
alley and/or sidewalk layout of the subdivision. (may be combined with other utilities).
it
fil
h
S
l
i
d
d
d
d
th
O
h
h
h
ll
an
ng
an
gra
ary sewer p
an an
pro
e s
ow
ep
es.
ne s
eet must s
e overa
sewer
ow t
layout of the subdivision. (Utilities of sufficient sizeldepth to meet the utility master plan and any
future growth areas.)
CY' Water line plan showing fire hydrants
valves
etc. with plan and profile lines showing depth and
,
,
grades. One sheet must show the overall water layout of the subdivision. (Utilities of sufficient
size/depth to meet the utility master plan and any future growth areas.) t1
Er Storm drainage system plan with contours, street profile, inlets, storm sewer and drainage
channels, with profiles and sections. Drainage and runoff areas, and runoff based on 5, 10, 25, 50
45so F1"j
9L
and 100 year rain intensity. Detailed drainage structure design, channel lining design & detention
if
d
O
h
h
ll d
i
l
h
A'
'
use
ne s
.
eet must s
ow t
e overa
ra
nage
ayout of the subdivision.
D
il
d
i
bli
i
f
ll
j StAcct
eta
e
mates
or a
pu
cost est
c
nfrastructure listed above sealed by Texas P.E.
B' Draina
e Re
ort
T is &A
g
p
.
l~ Erosion Control Plan (must be included in construction plans).
16.
All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume
and page listed to indicate where the separate instrument easements were filed. Separate instrument easements
must be filed prior or concurrently with Final Plat.
17.
Are there impact fees associated with this development? ❑ Yes
Impact fees for R-1, R-2, & R-3 zoned final plats, must be paid prior to filing.
hl# 18. Will any construction occur in TexDOT rights-of-way? ❑ Yes Lf1o
If yes, TexDOT permit must be submitted along with the construction documents.
NOTE:
We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plat
at the Courthouse.
✓ 2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOI) must be submitted prior to
issuance of a development permit.
FINAL PLAT CHECKLIST 2 of 2
COLLEGE STATION
P. O. Box 9960 1101 Texas Avenue College Station, TX 77842
Tel: 409 764 3500
MEMORANDUM
July 14, 1999
TO: Mike McClure, via fax (409) 776-6699
FROM: Bridgette George, Asst. Development Coordinate
SUBJECT: Steeplecase Subdivision Ph. 6 - Final Plat
Staff reviewed the above-mentioned final plat as requested. The following page is a list
of staff review comments detailing items that need to be addressed. Please address
the comments and submit the following information by Monday, July 19, 10:00 a.m. to
be placed on the next available Planning and Zoning Commission meeting scheduled
for August 5, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas Avenue.
Ten (10) copies of the revised final plat; and
The Mylar original of the revised final plat.
If you have any questions or need additional information, please call me at 764-3570.
Attachments: Staff review comments
cc: Brazos Triad Land Dev. Partnership, Ltd., ATTN: John Duncum via fax (409) 776-3089
Case file #99-233
Home of Texas A&M University
07/14/99 14:46 $409 764 3496 DEVELOPMENT SVCS
19 001
sk%ksk~k~k~ksk~k~~k~k~ksk~k~*~~k~~k~*~~k*~ksk
xcx~
ACTIVITY REPORT
TRANSMISSION OK
TX/RX NO. 8372
CONNECTION TEL 97766699
CONNECTION ID MCCLURE ENGR INC
START TIME 07/14 14:45
USAGE TIME 01'22
PAGES 2
RESULT OK
07/14/99 14:50 xY409 764 3496 DEVELOPMENT SVCS
to 001
x~ ACTIVITY REPORT*
TRANSMISSION OK
TX/RX NO. 8374
CONNECTION TEL 97763089
CONNECTION ID BOSSIER CHRYSLR
START TIME 07/14 14:49
USAGE TIME 00'50
PAGES 2
RESULT OK
AAr-('I I IRF FN(~INFFRINC~ IN(`.
a 2~3
t4,1c,,
October 19, 1999
Mr. Bob Mosley
City Engineer
City of College Station
P.O. Box 9960
College Station, Texas 77842
Re: Steeplechase Subdivision, Phase 6
Dear Bob:
The developers of Steeplechase Subdivision, Phase 6 are nearing completion of
the infrastructure in their subdivision. They would like to post a Letter of Credit for the
remaining items of work so the plat can be filed and building permits issued. A portion
of the streets have been paved, but on those that have not the developer is requesting that
"slab-only" permits be issued so building construction can begin. Access to these lots
will be taken from Navarro Drive until the paving process if finished in approximately
one week.
I have met with John Logan to develop the accompanying cost estimate for the
value of all remaining work. If you concur with our estimate, we will proceed with the
preparation of a Letter of Credit for $93,631.67. I ask that you also contact Natalie Ruiz
so she is aware of your position and can proceed with filing the plat as soon as the Letter
of Credit is received. Thank you.
Sincerely,
Kent Laza, P.E.
Project Manager
xc: Natalie Ruiz, City of College Station
Deborah Grace, City of College Station
John Duncum, Brazos Triad
attachment
Lr-
1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845
(409) 693-3838 • FAX (409) 693-2554 • email: mcclure@tca.net
Steeplechase Subdivision, Phase 6
Calculation of Construction Guarantee
October 19. 1999
Item
Description
Unit
Quant.
Unit Price
Total
Guarantee Calculations
No.
%
Value
Paving Construction
Co lctV
Remaining
1
Mobilization
Lump Sum
1
2,200.00
2,200.00
100%
0.00
2
Prepare Work Area
Lump Sum
1
19,000.00
19,000.00
100%
0.00
3
Earthwork
C.Y.
11,039
3.75
41,396.25
100%
0.00
4
1.5" HMAC Surface Course
S.Y.
7,632
4.00
30,528.00
45%
16,790.40
5
6" Lime Stabilized Subgrade
S.Y.
10,510
3.00
31,530.00
100%
0.00
6
Extra Lime
Ton
50
80.00
4,000.00
100%
0.00
7
6" Crushed Limestone Base
S.Y.
7,632
6.00
45,792.00
45%
25,185.60
8
Layback Curb and Gutter
L.F.
5,238
7.00
36,666.00
45%
20,166.30
9
Concrete Apron, Type A
S.F.
9,207
3.30
30,383.10
100%
0.00
10
4" Sidewalk
S.F
11,283
2.40
27,079.20
40%
16,247.52
11
Sidewalk Ramps
S.F
378
7.25
2,740.50
50%
1,370.25
12
Si , barricades, and traffic control
Lump Sum
1
1,100.00
1,100.00
100%
0.00
Pavi
ng Subtotal
$272,415.05
$79,760.07
Drainage Construction
13
12" Reinf. concrete pipe, non-structural backfill
L.F.
65
24.00
1,560.00
100%
0.00
14
15" Reinf. concrete pipe, structural backfill
L.F.
84
26.00
2,184.00
100%
0.00
15
15" Reinf. concrete pipe, non-structural backfill
L.F.
129
25.00
3,225.00
100%
0.00
16
24" Reinf. concrete pipe, structural backfill
L.F.
476
43.00
20,468.00
100%
0.00
17
24" Reinf. concrete pipe, non-structural
L.F.
27
42.00
1,134.00
100%
0.00
18
30" Reinf. concrete pipe, structural backfill
L.F.
204
68.00
13,872.00
100%
0.00
19
Concrete drainage flume, 4' wide
L.F.
638
15.20
9,697.60
0%
9,697.60
20
10' Curb inlet
EACH
3
2,800.00
8,400.00
100%
0.00
21
5' Curb inlet
EACH
5
2,100.00
10,500.00
100%
0.00
22
24" x 45 deg. RCP bend
EACH
1
430.00
430.00
100%
0.00
23
Standard grate inlet
EACH
1
2,400.00
2,400.00
10%
2,160.00
24
Sloped headwall for 12" RCP
EACH
1
670.00
670.00
50%
335.00
25
Sloped headwall for 24" RCP
EACH
1
1,200.00
1,200.00
50%
600.00
26
Dry concrete rip rap
S.Y.
34
18.50
629.00
0%
629.00
27
Install 12" RCP through existing concrete headwall
Lump Su
1
900.00
900.00
50%
450.00
28
-
Inlet protection
EACH
8
50.00
400.00
100%
0.00
29
Silt Fence
L.F.
2,000
1.65
3,300.00
100%
0.00
30
Construction exit for silt control
S.Y.
30
7.30
219.00
100%
0.00
31
Fibermulch seeding (40' all streets)
S.Y.
13,050
0.27
3,523.50
100%
0.00
32
Trench safety (storm drain)
L.F.
283
0.50
141.50
100%
0.00
Drainage Subtotal
$83,293.60
$13,871.60
Page 1 of 2
M
Steeplechase Subdivision, Phase 6
Calculation of Construction Guarantee
netnher 19. 1999
Item
Description
Unit
Quant.
Unit Price
Total
Guarantee Calculations
No.
Water Line Construction
33
6" PVC Water Line, structural
L.F.
1,194
20.00
23,880.00
100%
0.00
34
6" PVC Water Line, non-structural
L.F.
1,612
12.70
20,472.40
100%
0.00
35
6" Ductile Iron Pipe
L.F.
108
30.50
3,294.00
100%
0.00
36
Fire Hydrant Assembly, Type I, 5' barrel
EACH
1
1,900.00
1,900.00
100%
0.00
37
Fire Hydrant Assembly, Type 1, 4' barrel
EACH
1
1,865.00
1,865.00
100%
0.00
38
6"x 45 deg. Bend
EACH
4
140.00
560.00
100%
0.00
39
6" Gate Valve
EACH
6
380.00
2,280.00
100%
0.00
40
6"x 13" Anchor Coupling
EACH
6
110.00
660.00
100%
0.00
41
6"x 6" Tee
EACH
3
155.00
465.00
100%
0.00
42
Connect to existing 6" PVC
EACH
5
500.00
2,500.00
100%
0.00
43
6"x 1" Tapped Tee
EACH
5
92.00
460.00
100%
0.00
44
1.5" Type K Copper Water Ser. 10 ft., 7 ft. avg. length)
EACH
1
450.00
450.00
100%
0.00
45
1.5" Type K Copper Water Ser. 10 ft., 50 ft. avg. length)
EACH
23
850.00
19,550.00
100%
0.00
46
1" Type K Copper Water Ser. 10 ft., 5 ft. avg. length)
EACH
6
350.00
2,100.00
100%
0.00
47
1" Type K Copper Water Ser. 10 ft., 54 ft. avg. length)
EACH
3
600.00
1,800.00
100%
0.00
48
Trench Safety (water line)
L.F.
1,738
1.00
1,738.00
100%
0.00
Water Line Subtotal
$83,974.40
$0.00
Sewer Line Construction
49
6" PVC, ASTM D-3034, structural backfill
L.F.
278
24.50
6,811.00
100%
0.00
50
6" PVC, ASTM D-3034, non-structural backfill
L.F.
2,599
15.00
38,985.00
100%
0.00
51
6" PVC, D-2241, structural backfill
L.F.
140
21.00
2,940.00
100%
0.00
52
6" PVC, D-2241, non-structural backfill
L.F.
30
14.50
435.00
100%
0.00
53
Standard Manhole, 0-5 ft. deep
EACH
1
1,400.00
1,400.00
100%
0.00
54
Standard Manhole, 5-8 ft. deep
EACH
8
1,520.00
12,160.00
100%
0.00
55
Standard Manhole, 8-10 ft. deep
EACH
2
1,720.00
3,440.00
100%
0.00
56
Connect to Existing MH
EACH
1
600.00
600.00
100%
0.00
57
4" PVC Sewer Service 10 ft., 6' average)
EACH
29
320.00
9,280.00
100%
0.00
58
4" PVC Sewer Service 10 ft., 51' average)
EACH
18
1,300.00
23,400.00
100%
0.00
59
Trench Safety (sewer line)
L.F.
3,047,
1.00
3,047.00
100%
0.00
Sewer Line Subtotal
$102,498.00
0.00
Total Estimated Construction Cost
$542,181.05
$93,631.67
Page 2 of 2
Name of Plat:
Block Lots thru
Block thru
Block thru
an-acres out of abs act
abstract
CITY OF COLLEGE STATION
CUSTOMER RECEIPT
OPER: MRODGERS CT DRAWER: i
DATE: 7/06/99 00 RECEIPT: 0086051
DESCRIPTION
508291 Q1Y $400.00 *BL CK
RUILDI999 PERMITS83 1 $260.00 4599
PLANNING R ZONIN CK: 4599
MCCLURE ENG-CK4599
FINAL PLAT FEE
DEV PERMIT
INSP FEE
STEEPLECHASE PH. 6
MR
TENDER DETAIL
CK 4599 6688.88
DATE: 7/06/99 TIME: 10:43:51
TOTAL PERSONAL CHECK $6600.00
AMOUNT TENDERED
THANK YOU
r.~.~
at
ti C10 ~ McCLURE ENGINEERING, INC.
October 19, 1999
Mr. Bob Mosley
City Engineer
City of College Station
P.O. Box 9960
College Station, Texas 77842
Re: Steeplechase Subdivision, Phase 6
Dear Bob:
The developers of Steeplechase Subdivision, Phase 6 are nearing completion of
the infrastructure in their subdivision. They would like to post a Letter of Credit for the
remaining items of work so the plat can be filed and building permits issued. A portion
of the streets have been paved, but on those that have not the developer is requesting that
"slab-only" permits be issued so building construction can begin. Access to these lots
will be taken from Navarro Drive until the paving process if finished in approximately
one week.
I have met with John Logan to develop the accompanying cost estimate for the
value of all remaining work. If you concur with our estimate, we will proceed with the
preparation of a Letter of Credit for $93,631.67. I ask that you also contact Natalie Ruiz
so she is aware of your position and can proceed with filing the plat as soon as the Letter
of Credit is received. Thank you.
Sincerely,
/ ~ Laez,
Kent Laza, P.E.
Project Manager
xc: Natalie Ruiz, City of College Station
Deborah Grace, City of College Station
John Duncum, Brazos Triad
attachment
1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845
(409) 693-3838 • FAX (409) 693-2554 • email: mcclure@tca.net
Steeplechase Subdivision, Phase 6
Calculation of Construction Guarantee
Ortnher 19. 1999
Item
Description
Unit
Quant.
Unit Price
E Total
Guarantee Calculations
No.
%
Value
Paving Construction
Completed
R-m-9
1
Mobilization
Lump Sum
1
2,200.00
2,200.00
100%
0.00
2
Prepare Work Area
Lump Sum
1
19,000.00
19,000.00
100%
0.00
3
Earthwork
C.Y.
11,039
3.75
41,396.25
100%
0.00
4
1.5" HMAC Surface Course
S.Y.
7,632
4.00
30,528.00
45%
16,790.40
5
6" Lime Stabilized Subgrade
S.Y.
10,510
3.00
31,530.00
100%
0.00
6
Extra Lime
Ton
50
80.00
4,000.00
100%
0.00
7
6" Crushed Limestone Base
S.Y.
7,632
6.00
45,792.00
45%
25,185.60
8
Layback Curb and Gutter
L.F.
5,238
7.00
36,666.00
45%
20,166.30
9
Concrete Apron, Type A
S.F.
9,207
3.30
30,383.10
100%
0.00
10
4" Sidewalk
S.F
11,283
2.40
27,079.20
40%
16,247.52
11
Sidewalk Ramps
S.F
378
7.25
2,740.50
50%
1,370.25
12
Signs, barricades, and traffic control
Lump Sum
1
1,100.00
1,100.00
100%
0.00
Pavi
ng Subtotal
$272,415.05
$79,760.07
Drainage Construction
13
12" Reinf. concrete pipe, non-structural backfill
L.F.
65
24.00
1,560.00
100%
0.00
14
15" Reinf. concrete pipe, structural backfill
L.F.
84
26.00
2,184.00
100%
0.00
15
15" Reinf. concrete pipe, non-structural backfill
L.F.
129
25.00
3,225.00
100%
0.00
16
24" Reinf. concrete pipe, structural backfill
L.F.
476
43.00
20,468.00
100%
0.00
17
24" Reinf. concrete pipe, non-structural
L.F.
27
42.00
1,134.00
100%
0.00
18
30" Reinf. concrete pipe, structural backfill
L.F.
204
68.00
13,872.00
100%
0.00
19
Concrete drainage flume, 4' wide
L.F.
638
15.20
9,697.60
0%
9,697.60
20
10' Curb inlet
EACH
3
2,800.00
8,400.00
100%
0.00
21
5' Curb inlet
EACH
5
2,100.00
10,500.00
100%
0.00
22
24" x 45 deg. RCP bend
EACH
1
430.00
430.00
100%
0.00
23
Standard grate inlet
EACH
1
2,400.00
2,400.00
10%
2,160.00
24
Sloped headwall for 12" RCP
EACH
1
670.00
670.00
50%
335.00
25
Sloped headwall for 24" RCP
EACH
1
1,200.00
1,200.00
50%
600.00
26
Dry concrete rip rap
S.Y.
34
18.50
629.00
0%
629.00
27
Install 12" RCP through existing concrete headwall
um Su
1
900.00
900.00
50%
450.00
28
Inlet protection
EACH
8
50.00
400.00
100%
0.00
29
Silt Fence
L.F.
2,000
1.65
3,300.00
100%
0.00
30
Construction exit for silt control
S.Y.
30
7.30
219.00
100%
0.00
31
Fibermulch seeding (40' all streets)
S.Y.
13,050
0.27
3,523.50
100%
0.00
32
Trench safety (storm drain)
L.F.
283
0.50
141.50
100%
0.00
Drainage Subtotal
$83,293.60
$13,871.60
Page 1 of 2
Steeplechase Subdivision, Phase 6
Calculation of Construction Guarantee
nrtnher 19. 1999
Item
Description
Unit
Quant.
Unit Price
Total
Guarantee Calculations
No.
Water Line Construction
33
6" PVC Water Line, structural
L.F.
1,194
20.00
23,880.00
100%
0.00
34
6" PVC Water Line, non-structural
L.F.
1,612
12.70
20,472.40
100%
0.00
35
6" Ductile Iron Pipe
L.F.
108
30.50
3,294.00
100%
0.00
36
Fire Hydrant Assembly, Type I, 5' barrel
EACH
1
1,900.00
1,900.00
100%
0.00
37
Fire Hydrant Assembly, Type I, 4' barrel
EACH
1
1,865.00
1,865.00
100%
0.00
38
6"x 45 deg. Bend
EACH
4
140.00
560.00
100%
0.00
39
6" Gate Valve
EACH
6
380.00
2,280.00
100%
0.00
40
6"x 13" Anchor Coupling
EACH
6
110.00
660.00
100%
0.00
41
6"x 6" Tee
EACH
3
155.00
465.00
100%
0.00
42
Connect to existing 6" PVC
EACH
5
500.00
2,500.00
100%
0.00
43
6"x V Tapped Tee
EACH
5
92.00
460.00
100%
0.00
44
1.5" Type K Copper Water Ser. 10 ft., 7 ft. avg. length)
EACH
1
450.00
450.00
100%
0.00
45
1.5" Type K Copper Water Ser. 10 ft., 50 ft. avg. length)
EACH
23
850.00
19,550.00
100%
0.00
46
1" Type K Copper Water Ser. 10 ft., 5 ft. avg. length)
EACH
6
350.00
2,100.00
100%
0.00
47
1" Type K Copper Water Ser. 10 ft., 54 ft. avg. length)
EACH
3
600.00
1,800.00
100%
0.00
48
Trench Safe (water line)
L.F.
1,738
1.00
1,738.00
100%
0.00
Water Line Subtotal
$83,974.40
$0.00
Sewer Line Construction
49
6" PVC, ASTM D-3034, structural bacldill
L.F.
278
24.50
6,811.00
100%
0.00
50
6" PVC, ASTM D-3034, non-structural backfill
L.F.
2,599
15.00
38,985.00
100%
0.00
51
6" PVC, D-2241, structural baclriill
L.F.
140
21.00
2,940.00
100%
0.00
52
6" PVC, D-2241, non-structural bacldll
L.F.
30
14.50
435.00
100%
0.00
53
Standard Manhole, 0-5 ft. deep
EACH
1
1,400.00
1,400.00
100%
0.00
54
Standard Manhole, 5-8 ft. deep
EACH
8
1,520.00
12,160.00
100%
0.00
55
Standard Manhole, 8-10 ft. deep
EACH
2
1,720.00
3,440.00
100%
0.00
56
Connect to Existing ME
EACH
1
600.00
600.00
100%
0.00
57
4" PVC Sewer Service 10 ft., 6' average)
EACH
29
320.00
9,280.00
100%
0.00
58
4" PVC Sewer Service 10 ft., 51' average)
EACH
18
1,300.00
23,400.00
100%
0.00
59
Trench Safety (sewer line)
L.F.
3,047
1.00
3,047.00
100%
0.00
Sewer Line Subtotal
$102,498.00
0.00
Total Estimated Construction Cost
$542,181.05
$93,631.67
Page 2 of 2
McCLURE ENGINEERING, INC.
1008 Woodcreek Drive, Suite 103
College Station, Texas 77845
(409) 693-3838, FAX 693-2554
TRANSMITTAL, LETTER
TO: Mrs. Deborah Grace
Development Services Department
CITY OF COLLEGE STATION
We are sending you the following: ® Attached
❑ Invoice ❑ Prints ❑ Plans ❑ Contractor Invoice
❑ Contracts ® Other SIGNED MYLAR
Date: 10/21/99 Proj. #
Attn:
RE: STEEPLECHASE PHASE SIX
❑ Under Separate Cover Via:
❑ Bid Books ❑ Specifications ❑ Change Order
Copies Date Description
1 July, 1999 Signed mylar original of Steeplechase, Phase Six
These are transmitted as follows
❑ For Approval ® Approved as Submitted
❑ For your use ❑ Approved except as noted
❑ As Requested ❑ Resubmitted after Revisions
Sets to be approved and returned to me
Copies for your files
Corrected Prints
❑ For Review Comments ❑ Other
REMARKS: PLEASE FILE THIS PLAT FOR RECORD AS SOON AS POSSIBLE. THANX!
COPY TO: SIGNED:
Michael R. McClure, P.E., R.P.L.S.
President
McCL URE ENGINEERING, INC.
1722 Broadmoor, Suite 210
Bryan, Texas 77802
I; (409) 776-6700, Fax: (409) 776-6699
JUL i 9
C TRANSMITTAL LETTER
TO: &1P6&7rr.. Date: ~j Job #
/SST./y✓. 02 D/~ATo~C Attn:
/7-Y OF yTi0TieA/ RE: 5T Z0l sGritWI4W p ~~l
F//IJAL ~ 4,07- A501 0,,A
We are sending you the following: ~ttached ❑ Under Separate Cover Via:
❑ Invoice Prints ❑ Plans ❑ Contractor Invoice ❑ Bid Books ❑ Specifications ❑ Change Order
❑ Other j jf&:,1//SLrD /+/.4.t of PAz- /9qT
fi opies; °l3abe No. besai00on
These are transmitted as follows
❑ For Approval ❑ Approved as Submitted
M-F-'or your use ❑ Approved except as noted
R'As Requested ❑ Resubmitted after Revisions
Sets to be approved and returned to me
Copies for your files
Corrected Prints
❑ For Review Comments ❑ Other
REMARKS: IGS A/D/Ai; 7o S,0aP_ bL e ld )59F /tE,604 •gi✓Dc WJ
COPY TO: SIGNED: