HomeMy WebLinkAbout00070412CITY OF COLLEGE STATION
DEVELOPMENT SERVICES
1101 Texas Avenue South, PO Box 9960
College Station, Texas 77842
Phone (979) 764-3570 / Fax (979) 764-3496
MEMORANDUM
December 10, 2000
TO: McClure Engineering, Via fax 693-2554
FROM: Bridgette George, Asst. Development Coordinator obt
SUBJECT: Steeplechase Suh&wsron, Phase 7- Rna/Flat
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 Friday, December 22, 10:00 a.m. to be placed on the next
available Planning and Zoning Commission meeting scheduled for January 4, 2001, 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 with the owner's signature.
If you have any questions or need additional information, please call me at 764-3570.
Attachments: Staff review comments
Engineering's Estimates and Construction Documents ( please pick up at
Development Services)
cc: John Duncum, Brazos Triad Land Dev. Partnership, Via fax 776-3089
Case file #00-223
Home of Texas A&M University
STAFF REVIEW COMMENTS NO. 1
Project: STEEPLECHASE PH 7 (FP)-FINAL PLAT (0-223)
ENGINEERING
Final Plat
1. Everything is ok.
Construction Documents
1. Sheet 4-Line W-3; tie-in to exist. 8"-sta 250+20.90 not sta 232+81.84.
Drainage Report
1. Everything is ok.
Engineer's Estimate
Water System
1. 6"x6" Tee; Quantity shown as 4; should be 5.
2. 6" Gate Valve; Quantity shown as 8; should be 10.
3. 6"x13" Anchor Coupling; Quantity shows 8; should be 11.
Reviewed by: Ted Mayo Date: 12/08/00
ELECTRICAL
1. Developer responsible for installing conduit per city spec. and design.
2. Will need a temporary blanket easement on property for construction
purposes.
Reviewed by: Tony Michalsky Date: 12/6/00
NOTE: Any changes made to the plans, that have not been
requested by the City of College Station, must be explained in your
next transmittal letter and "bubbled" on your plans. Any additional
changes on these plans that have not been pointed out to the City,
will constitute a completely new review.STAFF
Staff Review Comments Page 1 of 2
McCLURE ENGINEERING, INC.
IC00
December 1, 2000
Mrs. Natalie Ruiz
Development Coordinator
CITY OF COLLEGE STATION
P.O. Box 9960
College Station, Texas 77842
RE: STEEPLECHASE SUBDIVISION
FINAL PLAT, PHASE SEVEN &
REPLAT OF LOTS 4R, 5R & 6R, BLOCK FIVE
STEEPLECHASE SUBDIVISION, PHASE THREE
Dear Natalie:
Attached please find the following items for the above referenced related
submittal:
1. Final Plat Application and Replat Application
2. Final Plat Filing Fees of $600.00
3. Replat Filing Fee of $200.00
4. Thirteen (13) folded blueline prints of the final plat and replat
5. Two (2) sets of construction plans
6. Two (2) copies of Drainage Report
7. Engineer's Construction Cost Estimate for Phase 7 construction
it is my understanding that this plat and rezoning application will be reviewed
by the Planning and Zoning Commission on Thursday, January 4, 2001.
Should you have any questions or need additional information, please advise.
Very truly yours,
Michael R. McClure P.E., R.P.L. S.
President
MRM/mlm
attachments
1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845
(979) 693-3838 • FAX (979) 693-2554 9 email: mcclure@tca.net
12/17/2000 SUN 23:47 FAX
BRAZOS TRIAD LAND DEVELOPMENT
PARTNERSHIP, LTD.
STEEPLECHASE SUBDIVISION
December 18, 2000
Mr. Ted Mayo Delivered by Electronic Transmission (979) 764-3496
Development Services
City of College Station
P. O. Box 9960 Mail Delivery to Follow
College Station, Texas 77840
Re: Steeplechase Subdivision, Phase 7
Dear Mr. Mayo:
In order to expedite our development plan for this phase of our development, we are
requesting approval to begin construction of underground piping/conduits and earth
moving prior to the final hearing by Planning and Zoning on January 4, 2001.
We recognize that we do not have an official approval to perform this work until the
January 0 hearing at which time we will be asking for approval by Planning and Zoning.
We hold harmless the City of College Station for any costs we may incur in performing
this work that might not be approved in the Planning and Zoning hearing and accept the
risk of beginning the work prior to that hearing.
Sincerely,
Brazos Triad Land Development Partnership, Ltd.
By.~-~zos Triad Corporation, General Partner
Wj 001/001
301 Earl Rudder Freeway • Bryan, Texas 77802
(409) 774-6101 • FAX (409) 776-3089
DEVELOPMENT PERMIT
PERMIT NO. 500083
DP-STEEPLECHASE PH 7
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
SITE ADDRESS:
STEEPLECHASE SUBDIVISION
PHASE 7
DATE OF ISSUE: 12/18/00
OWNER:
BRAZOS TRIAD LAND DEVELOPMENT
PARTNERSHIP LTD
BRYAN, TX 77805
11901 FM 2154
DRAINAGE BASIN:
BEE CREEK
VALID FOR 12 MONTHS
CONTRACTOR:
TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT
SPECIAL CONDITIONS:
All construction must be in compliance with the approved construction plans
All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not count
towards landscaping points. Barricades must be F per caliper inch of the tree diameter.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site
in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design
Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation
occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor
shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner
and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy
machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any
operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to
insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage
facilities.
I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in
accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit
application for the above named project and all of the codes and ordinances of the City of College Station that apply.
Administr /Rep ive
Oybner/AgeW Contractor
/L-~8 -pct
Date
Date
Steeplechase Subdivision, Phase 7
Revised Engineer's Estimate
ilPPPmher 12. 2000
Item
Description
Unit
Quantity
Estimated
Unit Price
Total
No.
Pavin Construction
1
Prepare Work Area
Lump Sum
1
5000.00
5,000.00
2
Earthwork (cut)
C.Y.
766
4.00
3,064.00
3
Earthwork (imported fill - loose)
C.Y.
3,535
7.00
24,745.00
4
6" Reinforced Concrete Pavement w/curb
S.Y.
4,758
27.00
128,466.00
5
6" Lime Stabilized Subgrade
S.Y.
6,900
325
22,425.00
6
Extra Lime
Ton
30
80.00
2,400.00
7
5" Reinforced Concrete Driveway
S.F.
15,945
2.75
43,848.75
8
4" Concrete Sidewalk
S.F.
171
2.50
427.50
9
Colored Wheelchair Ramps
S.F.
107
7.25
775.75
10
Remove concrete curb & gutter
L.F.
85
5.00
425.00
11
Remove concrete sidewalk
S.F.
375
4.00
1,500.00
Paving Subtotal
233,077.00
Drainage Syps tem Construction
12
15" Rein£ Concrete Pipe, Str. Backfill
L.F.
49
28.00
1,372.00
13
27" Reinf Concrete Pipe, Sir. Backfill
L.F.
78
42.00
3,276.00
.14
27" Reinf Concrete Pipe, NonStr. Backfill
L.F.
106
40.00
4,240.00
15
!0' Curb inlet
Each
1
3000.00
3,000.00
16
5' Curb inlet
Each
1
2300.00
2,300.00
17
Grate Inlet
Each
1
2000.00
2,000.00
18
Reinforced Concrete Flume
S.F.,
336
650
2,184.00
19
Decorative Block Wall - Pond 1
Lump Sum
1
8000.00
8,000.00
20
Decorative Block Wall - Pond 2
Lump Sum
1
8000.00
8,000.00
21
Remove existing inlet
Each
1
1000.00
1,000.00
22
Silt Fence
L.F.
755
2.00
1,510.00
23
]
Inlet Protection
Each
2
50.00
100.00
24
Hydromulch Seeding
S.Y.
3,620
0.50
1,810.00
Drainage System Subtotal
38,792.00
Water S em Construc
tion
25
8" PVC Water Line, Str. Backfill
L.F.
20
24.00
480.00.
26
6" PVC Water Line, Str. Backfill
L.F.
300
22.00
6,600.00
27
6" PVC Water Line, NonStr. Backfill
L.F.
1,281
16.00
20,496.00
28
Fire Hydrant Assembly
Each
1
1900.00
1,900.00
29
8"x6"Reducer
Each
1
125.00
125.00
30
6"x 6" Tee
Each
5
200.00
1,000.00
31
6" Gate Valve
Each
10
400.00
4,000.00
32
6"x 24" Anchor Coupling
Each
1
200.00
200.00
33
6"x 13" Anchor Coupling
Each
11
125.00
1,375.00
34
6'k 45 degree bend
Each
5
150.00
750.00
35
6"x 225 degree bend
Each
3
150.00
450.00
36
6"x 1125 degree bend
Each
4
150.00
600.00
37
6" Cap
Each
2
75.00
150.00
38
Remove cap & connect to existing pipe
Each
1
200.00
200.00
39
1.5" Water Ser. >10 ft (av = 45 ft.)
Each
12
700.00
8,400.00
40
1.5" Water Ser. <10 ft (avg. = 7 IL)
Each
3
450.00
1,350.00
41
1" Water Service av . = 13 ft.
Each
3
500.00
1,500.00
Water System Subtotal
49,576.00
Sewer Syste m Construction
42
6" PVC, D-3034, Str. Backfill
L.F.
637
25.00
15,925.00
43
6" PVC, D-2241, Str. Backfill
L.F.
20
26.00
520.00
44
Standard Manhole, 0.6 & deep
Each
1
1500.00
1,500.00
45
Standard Manhole, 8-10 ft. deep
Each
1
1800.00
1,800.00
46
Connect to existing manhole
Each
2
400.00
900.00
47
Remove cone & replace w/eccentric cone
Each
1
500.00
500.00
48
4" Sewer Service :5 20 & (avg. = 15 ft.)
Each
11
500.00
5,500.00
49
4" Sewer Service > 20 & (avg. = 51 ft.)
Each
8
1000.00
8,000.00
50
Trench Safety sewer line
L.F.
454
1.00
454.00
Sewer System Subtotal
34,999.00
Total Construction Cost
356,444.00
f3t«ptdp7taccdi=1; ad M~ -w
(04
COLLEGE STATION
In or Out
CITY INFRASTRUCTURE
INSPECTION NOTICE
Date: -7~6'
To: d~
From: Deborah Grace
RE:`i~
Location: ~-✓~rr~ Q /,0, 4-
a /Public Water Lines/Fire Hydrants
ublic Sanitary Sewer
Public Storm Sewer
❑ Public Streets
❑ /P~ublic Detention Facility
Driveway Connection to Public Street
❑ Private Construction within easement
❑ No Inspection Required
FEMA SFHA:
Expiration Date:
Watershed:
Permit
Engineer's Estimates Attached
Construction Plans Attached
Site Plan Attached
Comments:
COLLEGE STATION
FEMA SFRA:
Expiration Date:
Watershed:
Permit
In or Out
CITY INFRASTRUCTURE
INSPECTION NOTICE
Date:
To:
From: Deborah Grace
RE:
Location:
Li
/Fi
H
d
nes
re
y
rants
Public Water
'
i
S
li
S
lld
ewer
an
tary
Pub
c
i
S
l~
c Storm
ewer
Publ
❑
Public Streets
❑
Public Detention Facility
Driveway Connection to Public Street
❑
Private Construction within easement
❑
No Inspection Required
ld
Engineer's Estimates Attached
Construction Plans Attached
Site Plan Attached
Comments:
McCLURE ENGINEERING, INC.
1008 Woodcreek Drive, Suite 103
College Station, Texas 77845
(979) 693-3838, FAX 693-2554
TRANSMITTAL LETTER
l I bo i
l Tl
TO: Ms. Bridgette George Date: 12/14/2000 Proj. #
Assistant Development Coordinator Attn:
CITY OF COLLEGE STATION RE: Steeplechase Subdv., Phase Seven Final Plat .00_3
Steeplechase Subdv., Phase Three Replat
We are sending you the following: ® Attached
❑ Invoice ® Prints ® Plans El Contractor Invoice
❑ Contracts ❑ Other
❑ Under Separate Cover Via:
❑ Bid Books F] Specifications ❑ Change Order
Copies
Date
Description
10
Folded Blueline Prints of Phase Seven Final Plat
10
Folded Blueline Prints of Phase Three Replat
2
Revised Engineer's Construction Cost Estimate
6
y2 i~pj
Sets of Construction Plans revised per staff comments
These are transmitted as follows
❑ For Approval ❑ Approved as Submitted
® For your use ❑ Approved except as noted
® As Requested ® Resubmitted after Revisions
❑ For Review Comments ❑ Other
2 Sets Sets to be approved and returned to me
4 Sets Copies for your files
Corrected Prints
REMARKS: LET ME KNOW WHEN MY SETS OF CONSTRUCTION PLANS ARE READY TO BE PICKED UP.
THANKS!
COPY TO: SIGNED: o
Michael R. McClure, P.E., R.P.L.S.
President
Steeplechase Subdivision, Phase 7
Revised Engineer's Estimate
nPcemher 12.2000
Item
Description
Unit
Quantity
Esturtated
Total
No.
Unit Price
Paving Construction
1
Prepare Work Area
Lump Sum
1
5000.00
5,000.00
2
Earthwork (cut)
C.Y.
766
4.00
3,064.00
3
Earthwork (imported fill - loose)
C.Y.
3,535
7.00
24,745.00
4
6" Reinforced Concrete Pavement w/curb
S.Y.
4,758
27.00
128,466.00
5
6" Lime Stabilized Sub grade
S.Y.
6,900
325
22,425.00
.6
Extra Lime
Ton
30
80.00
2,400.00
7
5" Reinforced Concrete Driveway
S.F.
15,945
2.75
43,848.75
8
4" Concrete Sidewalk
S.F.
171
2.50
427.50
9
Colored Wheelchair Ramps
S.F.
107
7.25
775.75
10
Remove concrete curb & gutter
L.F.
85
5.00
425.00
11
Remove concrete sidewalk
S.F.
375
4.00
1,500.00
Paving Subtotal
233,077.00
Drainage S stem Construction
12
15" Reinf. Concrete Pipe, Str. Backfill
L.F.
49
28.00
1,372.00
13
27" Reinf Concrete Pipe, Str. Backfill
L.F.
78
42.00
3,276.00
14
27" Reinf Concrete Pipe, Non-Str. Backfill
L.F.
106
40.00
4,240.00
15
10' Curb inlet
Each
1
3000.00
3,000.00
16
5' Curb inlet
Each
1
2300.00
2,300.00
17
Grate Inlet
Each
1
2000.00
2,000.00
18
Reinforced Concrete Flume
S.F..
336
6.50
2,184.00
19
Decorative Block Wall - Pond 1
Lump Sum
1
8000.00
8,000.00
20
Decorative Block Wall - Pond 2
Lump Sum
1
8000.00
8,000.00
21
Remove existing inlet
Each
1
1000.00
1,000.00
22
Silt Fence
L.F.
755
2.00
1,510.00
23
Inlet Protection
Each
2
50.00
100.00
24
H dromulch Seeding
S.Y.
3,620
0.50
1,810.00
Drainage System Subtotal
38,792.00
Water Systfte m Construction
25
8" PVC Water Line, Str. Backfill
L.F.
20
24.00
480.00
26
6" PVC Water Line, Str. Backfill
L.F.
300
22.00
6,600.00
27
6" PVC Water Line, Non-Str. Backfill
L.F.
1,281
16.00
20,496.00
28
Fire Hydrant Assembly
Each
1
1900.00
1,900.00
29
8'k 6" Reducer
Each
1
125.00
125.00
30
6"x 6" Tee
Each
5
200.00
1,000.00
31
6" Gate Valve
Each
10
400.00
4,000.00
32
6"x 24" Anchor Coupling
Each
1
200.00
200.00
33
6"x 13" Anchor Coupling
Each
11
125.00
1,375.00
34
6"x 45 degree bend
Each
5
150.00
750.00
35
6"x 22.5 degree bend
Each
3
150.00
450.00
36
6"x 11.25 degree bend
Each
4
150.00
600.00
37
r
6" Cap
Each
2
75.00
150.00
38
Remove cap & connect to existing pipe
Each
1
200.00
200.00
39
1.5" Water Ser. >10 ft (avg. = 45 ft.)
Each
12
700.00
8,400.00
40
1.5" Water Ser. <10 ft (avg. = 7 R)
Each
3
450.00
1,350.00
41
1" Water Service (avg. = 13 ft.
Each
3
500.00
1,500.00
Water System Subtotal
49,576.00
Sewer S tem Construction
42
6" PVC, D-3034, Str. Backfill
L.F.
637
25.00
15,925.00
43
6" PVC, D-2241, Str. Backfill
L.F.
20
26.00
520.00
44
Standard Manhole, 0.6 ft. deep
Each
1
1500.00
1,500.00
45
Standard Manhole, 8-10 ft. deep
Each
1
1800.00
1,800.00
46
Conned to existing manhole
Each
2
400.00
800.00
47
Remove cone & replace w/eccentric cone
Each
1
500.00
500.00
48
4" Sewer Service < 20 & (avg. = 15 ft.)
Each
11
500.00
5,500.00
49
4" Sewer Service > 20 ft. (avg. = 51 ft.)
Each
8
1000.00
8,000.00
50
Trench Sa (sewer line
fiely
L.F.
454
1.00
454.00
-
Sewer System Subtotal
34,999.00
Total Construction Cost
356,444.00
OF
65923
fsteeplc/p7/axccl/esdnate and proposal
Steeplechase Subdivision, Phase
Revised Engineer's Estimate
n&P,-mher 12- 2000
Item
-
Description
Unit
Quantity
Estimated
Total
No.
Unit Price
Paving Construction
1
Prepare Work Area
Lump Sum
1
5000.00
5,000.00
2
Earthwork (cut)
C.Y.
766
4.00
3,064.00
3
Earthwork (imported fill - loose)
C.Y.
3,535
7.00
24,745.00
4
6" Reinforced Concrete Pavement w/curb
S.Y.
4,758
27.00
128,466.00
5
6" Lime Stabilized Sub de
S.Y.
6,900
325
22,425.00
6
Extra Lime
Ton
30
80.00
2,400.00
7
5" Reinforced Concrete Driveway
S.F.
15,945
2.75
43,848.75
8
4" Concrete Sidewalk
S.F.
171
2.50
427.50
9
Colored Wheelchair Ramps
S.F.
107
7.25
775.75
10
Remove concrete curb & gutter
L.F.
85
5.00
425.00
11
Remove concrete sidewalk
S.F.
375,
4.00
1,500.00
Paving Subtotal
233,077.00
Drains e S stem Construction
12
15" Rein£ Concrete Pipe, Str. Backfill
L.F.
49
1,372.00
13
27" Rein£ Concrete Pipe, Str. Backfill
L.F.
78
3,276.00
14
27" Reinf. Concrete Pipe, NonStr. Backfill
L.F.
106
F
4,240.00
15
10' Curb inlet
Each
1
3,000.00
16
5' Curb inlet
Each
1
2300.00
2,300.00
-
17
Grate Inlet
Each
1
.
2,000.00
18
Reinforced Concrete Flume
S.F..
336
6.50
2,184.00
19
Decorative Block Wall - Pond 1
Lump Sum
1
8000.00
8,000.00
20
Decorative Block Wall - Pond 2
Lump Sum
1
8000.00
8,000.00
21
Rernove existing inlet
Each
1
1000.00
1,000.00
22
Silt Fence
L.F.
755
2.00
1,510.00
23
Inlet Protection
Each
2
50.00
100.00
24
H dromulch Seeding
S.Y.
3,620
0.50
1,810.00
Drainage System Subtotal
38,792.00
Water Syste m Construction
25
8" PVC Water Line, Str. Backfill
L.F.
20
24.00
480.00
26
6" PVC Water Line, Sir. Backfill
L.F.
300
22.00
6,600.00
27
6" PVC Water Line, Non-Str. Backfill
L.F.
1,281
16.00
20,496.00
28
Fire Hydrant Assembly
Each
1
1900.00
1,900.00
29
8x 6" Reducer
Each
1
125.00
125.00
30
6"x 6" Tee
Each
5
200.00
1,000.00
31
6" Gate Valve
Each
10
400.00
4,000.00
32
6"x 24" Anchor Coupling
Each
1
200.00
200.00
33
6"x 13" Anchor Coupling
Each
11
125.00
1,375.00
34
6"x 45 degree bend
Each
5
150.00
750.00
35
6"x 22.5 degree bend
Each
3
150.00
450.00
36
6"x 11.25 degree bend
Each
4
150.00
600.00
37
6" Cap
Each
2
75.00
150.00
38
Remove cap & connect to existing pipe
Each
1
200.00
200.00
39
1.5" Water Ser. >10 ft (avg. = 45 ft.)
Each
12
700.00
8,400.00
40
1.5" Water Ser. <10 ft (avg. = 7 ft.)
Each
3
450.00
1,350.00
41
1" Water Service (avg. = 13 ft.
Each
3
500.00
1,500.00
Water System Subtotal
49,576.00
Sewer S tem Construction
42
6" PVC, D-3034, Str. Backfill
L.F.
637
25.00
15,925.00
43
6" PVC, D-2241, Str. Backfill
L.F.
20
26.00
520.00
44
Standard Manhole, 0-6 ft. deep
Each
1
1500.00
1,500.00
45
Standard Manhole, 8-10 ft. deep
Each
1
1800.00
1,800.00
46
Connect to existing manhole
Each
2
400.00
800.00
47
Remove cone & replace w/eccentric cone
Each
1
500.00
500.00
48
4" Sewer Service < 20 & (avg. = 15 ft.)
Each
11
500.00
5,500.00
49
4" Sewer Service > 20 ft. (avg. = 51 ft.)
Each
8
1000.00
8,000.00
50
Trench Safety (sewer line
L.F.
454
1.00
454.00
Sewer System Subtotal
34,999.00
Total Construction Cost
356,444.00
fsteeptelpWexceliestimatc and proposal
BRAZOS TRIAD LAND DEVELOPMENT
PARTNERSHIP, LTD.
STEEPLECHASE SUBDIVISION
December 18, 2000
Mr. Ted Mayo
Development Services
City of College Station
P. O. Box 9960
College Station, Texas 77840
Delivered by Electronic Transmission (979) 764-3496
Mail Delivery to Follow
Re: Steeplechase Subdivision, Phase 7
Dear Mr. Mayo:
In order to expedite our development plan for this phase of our development, we are
requesting approval to begin construction of underground piping/conduits and earth
moving prior to the final hearing by Planning and Zoning on January 4, 2001.
We recognize that we do not have an official approval to perform this work until the
January 4t' hearing at which time we will be asking for approval by Planning and Zoning.
We hold harmless the City of College Station for any costs we may incur in performing
this work that might not be approved in the Planning and Zoning hearing and accept the
risk of beginning the work prior to that hearing.
Sincerely,
Brazos Triad Land Development Partnership, Ltd.
By~_Brazos Triad ►oration, General Partner
301 Earl Rudder Freeway • Bryan, Texas 77802
(409) 774-6101 • FAX (409) 776-3089