HomeMy WebLinkAboutMisc~~ -I~
McCLURE ENGINEERING, INC.
August 28, 2000
-~?~ti~
Mr. Ted Mayo, P.E:
Development Services Dept.
CITY OF COLLEGE STATION
P.O. Box 9960
College Station, TX 77842
RE: Great Oaks Subdivision, Phase One
Dear Ted:
In addition to the notations and questions that you described in your review comments
dated August 21, 2000, we have made material changes to the drainage structure at Station
22+91.82 and a1124" and 30" diameter pipe culverts in accordance with County standards.
In lieu of the dual 6'X5' concrete box culvert at Station 22+92.82, we are proposing a 14
gauge dual 78" aluminized steel pipe culvert with reinforced concrete headwalls (see sheets 10
& S2). The bituminous coating previously proposed for the 24" and 30" diameter culverts has
been eliminated.
Attached please find one (1) copy of the revised construction plans for the Great Oaks
Subdivision, Phase One project. Also attached please find your red-lined set of plans.
Please check the revised set against your red-lined set to make sure all revisions are - ` ~ %~
completed. When you have completed your review, I would like to have both of the original sets ~ ~
of construction plans returned to me so that there will be no confusion with two different sets of ~ ,
plans on file.
Should you have any questions, please advise. Please call when I can pick up the two sets
of plans that are no longer applicable.
Very truly yours,
G `~C~~-
'chael McC ure, P.E., R.P.L.S.
President
MRM/mlm
attachments
f'"~
1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845
(979) 693-3838 • FAX (979) 693-2554 • email: mcclure~tca.net
McCLURE ENGINEERING, INC.
July 24, 2000
Mrs. Natalie Ruiz
Development Coordinator
CITY OF COLLEGE STATION
P.O. Box 9960
College Station, Texas 77842
RE: GREAT OAKS SUBDIVISION, PHASE ONE
FINAL PLAT SUBMITTAL
Dear Natalie:
Attached please find the following items for the Final Plat submittal of GREAT OAKS
SUBDIVISION, PHASE ONE in the City of College Station Extraterritorial Jurisdiction:
1. Completed Application
2. Filing fee of $200.00
3. Thirteen (13) folded blueline prints of final plat
4. Two (2) copies of Drainage Report
5. Two sets of construction plans
6. Paid tax certificates
It is my understanding that this plat will be placed on the agenda of the Planning and Zoning
Commission's meeting scheduled for Thursday, September 7, 2000.
Should you have any questions, please advise.
Very truly yours,
'~~~~
hael R. McC ure, P.E., R.P.L.S.
President
MRM/rr~lrri
attachments
1008 Woodcreek Drive, Suite 103 • College Station, Texas 77845
(979) 693-3838 • FAX (979) 693-2554 • email: mcclureC~3tca.net
Great Oaks Subdivision, Phase 1
Engineer's Estimate
August 11, 2000
OF
~~
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Item Description Unit Quantity Unit Price Total
No.
Paving Construction
1 Mobilization Lump Sum 1 7,000.00 7,000.00
2 Prepare Work Area Lump Sum 12.5 2,900.00 36,250.00
3 Earthwork C.Y. 13,132 3.50 45,962.00
4 1" HMAC S.Y. 17,611 2.50 44,027.50
5 6" Lime Stabilized Subgrade S.Y. 23,354 2.50 58,385.00
6 Extra Lime Ton 50 80.00 4,000.00
7 6" Crushed Limestone Base S.Y. 21,920 5.60 122,752.00
8 Concrete Apron S.Y. 112 33.00 3,696.00
9 Si ns, Barricades, and Traffic Control Lum Sum 1 1,500.00 1,500.00
Paving Subtotal $323,572.50
Drainage Construction
10 2-24" CMP, Structural Backfill L.F. 59 63.00 3,717.00
11 2-30" CMP, Structural Backfill L.F. 156.0 84.00 13,104.00
12 42" RCP, Structural Backfill L.F. 45 83.00 3,735.00
13 42" RCP, Non-Structural Backfill L.F. 73 70.00 5,110.00
14 2- 6' x 5' Reinf. Conc. Box Culverts L.F. 127 497.00 63,119.00
15 Sloped Headwall for dual 6' x 5' RCBC EACH 2 7,500.00 15,000.00
16 Sloped Headwall for 2-24" CMP, 4:1 slope EACH 1 1,000.00 1,000.00
17 Sloped Headwall for 2-24" CMP, 6:1 slope EACH 1 1,200.00 1,200.00
18 Sloped Headwall for 2-30" CMP, 4:1 slope EACH 2 1,250.00 2,500.00
19 Sloped Headwall for 2-30" CMP, 6:1 slope EACH 4 1,450.00 5,800.00
20 Sloped Headwall for 42" RCP EACH 1 1,850.00 1,850.00
21 42" x 45 degree RCP Bend EACH 1 760.00 760.00
22 Grate Inlet EACH 2 2,000.00 4,000.00
23 Grouted Concrete Rip-Rap S.Y. 1,244 30.00 37,320.00
24 4' Wide Land Lok GT Erosion Matting (ditch liner) L.F. 7,150 0.90 6,435.00
25 Land Lok GT Erosion Matting (slope protection) S.Y. 2,000 1.45 2,900.00
26 Straw Bale Barrier EACH 115 40.00 4,600.00
27 Cellulose Fibermulch Seeding S.Y. 24,553 0.35 8,593.55
28 Construction Exit for Silt Cornrol S.Y. 120 5.00 600.00
Dra inage Subtotal $181,343.55
Water Line Construction
29 8" PVC Water Line, Structural Backfill L.F. 29 20.00 580.00
30 8" PVC Water Line, Non-Structural Backfill L.F. 5,547.0 16.00 88,752.00
31 8" PVC Water Line, w/ 12"PVC casing, Structural Ba L.F. 240 35.00 8,400.00
32 8" PVC Water Line, w/ 12" PVC casing, mech bore L.F. 88 75.00 6,600.00
33 3" PVC Water Line, Structural Backfill L.F. ] 0 9.40 94.00
34 3" PVC Water Line, Non-Structural Backfill L.F. 1,857 3.00 5,571.00
35 3" PVC Water Line, w/ 6" PVC casing, Structural Bac L.F. 70 20.00 1,400.00
36 12" x 8" Tee EACH 1 450.00 450.00
37 8" x 8" Tapping Sleeve and Valve EACH 1 2,000.00 2,000.00
38 8" Gate Valve EACH 7 520.00 3,640.00
39 8"x 13" Anchor Coupling EACH 8 120.00 960.00
40 8"x 8" Tee EACH 1 195.00 195.00
41 8"x 4" Tee EACH 2 150.00 300.00
42 8"x 90 degree bend EACH 1 160.00 160.00
43 8"x 45 degree bend EACH 1 160.00 160.00
44 8"x 4" Reducer EACH 1 75.00 75.00
45 4"x 3" Reducer EACH 2 55.00 1 10.00
46 4" Cap EACH 3 40.00 120.00
7 3" Gate Valve EACH 2 265.00 530.00
Flush Valve EACH 1 670.00 670.00
4t9 it Release Valve EACH 2 900.00 1,800.00
i' .5" Type K Copper Water Ser. (74 ft. avg. length) EACH 15 700.00 10,500.00
~ - 4" PVC Irrigation & Electrical Conduit L.F. 40 15.00 600.00
Tench Safet (water line) L.F. 920 1.00 920.00
~~~ Water Line Subtotal $134,587.00
`~ Total Construction Cost $639,503.05
Great Oaks Subdivision, Phase 1
Engineer's Estimate
August 11, 2000
Item Description Unit Quantity Unit Price Total
No.
Paving Construction
1 Mobilization Lump Sum 1 7,000.00 7,000.00
2 Prepare Work Area Lump Sum 12.5 2,900.00 36,250.00
3 Earthwork C.Y. 13,132 3.50 45,962.00
4 1" HMAC S.Y. 17,611 2.50 44,027.50
5 6" Lime Stabilized Subgrade S.Y. 23,354 2.50 58,385.00
6 Extra Lime Ton 50 80.00 4,000.00
7 6" Crushed Limestone Base S.Y. 21,920 5.60 122,752.00
8 Concrete Apron S.Y. 112 33.00 3,696.00
9 Si ns, Barricades, and Traffic Control Lum Sum I 1,500.00 1,500.00
Paving Subtotal $323,572.50
Drainage Construction
10 2-24" CMP, Structural Backfill L.F. 59 63.00 3,717.00
11 2-30" CMP, Structural Backfill L.F. 156.0 84.00 13,104.00
12 42" RCP, Structural Backfill L.F. 45 83.00 3,735.00
13 42" RCP, Non-Structural Backfill L.F. 73 70.00 5,110.00
14 2- 6' x 5' Reinf: Conc. Box Culverts L.F. 127 497.00 63,119.00
15 Sloped Headwall for dual 6' x 5' RCBC EACH 2 7,500.00 15,000.00
16 Sloped Headwall for 2-24" CMP, 4:1 slope EACH 1 1,000.00 1,000.00
17 Sloped Headwall for 2-24" CMP, 6:1 slope EACH 1 1,200.00 1,200.00
18 Sloped Headwall for 2-30" CMP, 4:1 slope EACH 2 1,250.00 2,500.00
19 Sloped Headwall for 2-30" CMP, 6:1 slope EACH 4 1,450.00 5,800.00
20 Sloped Headwall for 42" RCP EACH 1 1,850.00 1,850.00
21 42" x 45 degree RCP Bend EACH 1 760.00 760.00
22 Grate Inlet EACH 2 2,000.00 4,000.00
23 Grouted Concrete Rip-Rap S.Y. 1,244 30.00 37,320.00
24 4' Wide Land Lok GT Erosion Matting (ditch liner) L.F. 7,150 0.90 6,435.00
25 Land Lok GT Erosion Matting (slope protection) S.Y. 2,000 1.45 2,900.00
26 Straw Bale Barrier EACH 115 40.00 4,600.00
27 Cellulose Fibermulch Seeding S.Y. 24,553 0.35 8,593.55
28 Construction Exit for Silt Control S.Y. 120 5.00 600.00
Drainage Subtotal $181,343.55
Water Line Construction
29 8" PVC Water Line, Structural Backfill L.F. 29 20.00 580.00
30 8" PVC Water Line, Non-Structural Backfill L.F. 5,547.0 16.00 88,752.00
31 8"PVC Water Line, w/ 12" PVC casing, Structural Ba L.F. 240 35.00 8,400.00
32 8" PVC Water Line, w/ 12" PVC casing, mech bore L.F. 88 75.00 6,600.00
33 3" PVC Water Line, Structural Backfill L.F. 10 9.40 94.00
34 3" PVC Water Line, Non-Structural Backfill L.F. 1,857 3.00 5,571.00
35 3" PVC Water Line, w/ 6" PVC casing, Structural Bac L.F. 70 20.00 1,400.00
36 12" x 8" Tee EACH 1 450.00 450.00
37 8" x 8" Tapping Sleeve and Valve EACH 1 2,000.00 2,000.00
38 8" Gate Valve EACH 7 520.00 3,640.00
39 8"x 13" Anchor Coupling EACH 8 120.00 960.00
40 8"x 8" Tee EACH 1 195.00 195.00
41 8"x 4" Tee EACH 2 150.00 300.00
42 8"x 90 degree bend EACH 1 160.00 !60.00
43 8"x 45 degree bend EACH 1 160.00 160.00
44 8"x 4" Reducer EACH I 75.00 75.00
45 4"x 3" Reducer EACH 2 55.00 110.00
" Cap EACH 3 40.00 120.00
" Gate Valve EACH 2 265.00 530.00
'lush Valve EACH 1 670.00 670.00
sir Release Valve EACH 2 900.00 1,800.00
.5" Type K Copper Water Ser. (74 ft. avg. length) EACH 15 700.00 10,500.00
- 4" PVC Irrigation & Electrical Conduit l..F. 40 15.00 600.00
'reach Safet (water line) L.1~. 920 1.00 920.00
Water Line Subtotal $134,587.00
Total Construction Cost $639,503.05
no- r'S(~
College Station Independent School District
E„~ce!lence In E.ducation....Arc Investment In'ZTu ,future
August 28, 2000
Ms. Bridgette George
City of College Station
1101 Texas Avenue
College Station, Texas 77842
jubject: Cypress Grove intermediate School
Temporary Classroom Buildings
Dear Ms. George:
Letter No. 2983
Thank you for forwarding the up-dated application forms. We apologize for not checking
with you prior to submitting our application.
We do not have the capability to produce the 24" x 36"drawing required. To complete the
application as required by the forms and check list, we are engaging the services of
Cheatham and Associates to prepare the 24" x 36" drawing complying with the check list.
We will also have them complete the supplemental development permit information.
The engineer will require two to three weeks to prepare the plan and complete the forms
required. We will re-apply immediately upon receipt of their drawings and completion of
forms.
If fees are now applicable, please advise us so we may include them with the corrected
application. We desire to comply with all requirements of the City of College Station.
Yours truly,
. Sa age
WJS/b
cc: Gerald Wynn
George McLean
File L/P
Construction Services
1812 Welsh Street
College Station, TX 77840
409-694-5610 FAX 409-694-5612
JIM SCALES, Ph.D.
Superintendent of Schools
08/22/00 11:49 'b`979 764 3496 DEVELOPMENT SVCS
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TRANSMISSION OK
TX/RX N0. 3764
CONNECTION TEL 917136524926pp161
CONNECTION ID
START TIME 08/22 11:47
USAGE TIME 01'13
PAGES 2
RESULT OK
08/22/00 11:46 '8`979 764 3496 DEVELOPMENT SVCS
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TRANSMISSION OK
TX/RX N0. 3761
CONNECTION TEL 98460652
CONNECTION ID BRAZOSLAND REAL
START TIME 08/22 11:45
USAGE TIME 01'12
PAGES 1
RESULT OK
08/22/00 11:44 '8`979 764 3496 DEVELOPMENT SVCS
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TRANSMISSION OK
TX/RX N0. 3760
CONNECTION TEL 96932554
CONNECTION ID
START TIME 08/22 11:43
USAGE TIME 01'03
PAGES 2
RESULT OK
CITY 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
August 22, 2000
TO: Steve Arden, Brazosland Realty, Via fax 846-0652 (~~
FROM: Bridgette George, Asst. Development Coordinator ~ ~ /~
SUBJECT: Great Oaks, Phase One - FlrralPlat 'J
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, August 28, 10:00 a.m. to be placed on the next
available Planning and Zoning Commission meeting scheduled for September 7, 2000, 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
El~ctric~ll & W/WW cotturlcnts - N~~
cc: Michael McClure, McClure Engineering, Inc., Via fax 693-2554
Lieven Van Riet, Indivisa Corporation, Via fax (713) 652-4926
Case file #00-150
Home of Texas A&M University
McCLURE ENGINEERING, INC. ~_
1008 Woodcreek Drive, Suite 103 '
College Station, Texas 77845
(979) 693-3838, FAX 693-2554
TRANSMITTAL LETTER
TO: Ms. Deborah Grace Date: 5/9/01 Proj. #
Development Services Dept. Attn:
CITY OF COLLEGE STATION RE: GREAT OAKS, PHASE ONE
We are sending you the following: ®Attached
^ Invoice ®Prints ^ Plans ^ Contractor Invoice
^ Contracts ^
^ Under Separate Cover Via:
^ Bid Books ^ Specifications ^ Change Order
1 ~ ~ Mylar Original ready to be filed for record.
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
Sets to be approved and returned to me
Copies for your files
Corrected Prints
REMARKS: PLEASE NOTE: Some easements on the attached mylar include revisions per County requirements and
in agreement with the Owner.
COPY TO: SIGNED: ~!hfW// i
~Viichael R. McClure, P.E., R.P.L. S.
President