HomeMy WebLinkAboutDevelopment PermitE*or �'
CrrS OF COULGE STATION
P:urruLry bUnd WrruSorrm
DEVELOPMENT PERMIT
PERMIT NO. 11-175
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Ashford Square Subdivision
Lots 2-3 & 5-6, Block B; Lot 7, Block D
Brazos Fellowship Addition
DATE OF ISSUE: 1/11/12
OWNER:
Brazos Fellowship (c/o Shawn Parish)
226 Southwest Pkwy. E.
College Station, TX 77840
SITE ADDRESS:
226 Southwest Pkwy. E.
DRAINAGE BASIN:
Main Bee Creek
VALID FOR 24 MONTHS
CONTRACTOR:
TYPE OF DEVELOPMENT: Full Development Permit
CONDITIONS:
1. No work of any kind may start until a Development Permit is issued.
2. No work beyond limits covered in permit is authorized.
3. The permit may be revoked if any false statements are made herein. If revoked, all work must cease until permit is re-
issued.
4. Development shall not be used or occupied until Certificate of Occupancy is issued.
5. The permit will expire if no significant work is progressing within 24 months of issuance.
6. If required, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre -pour)
and post construction.
7. Other permits may have been required to fulfill local, state and federal requirements. Construction will be in
compliance with all necessary State and Federal Permits.
8. Stormwater mitigation, including detention ponds will be constructed first in the construction sequence of the project.
9. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to
insure that all debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing
drainage facilities. Construction Site Notice or Notice of Intent (NOI) along with Stormwater Pollution Prevention Plan
(SWP3) will be kept and maintained on -site during construction as per TPDES permitting requirements. If it is
determined that the prescribed erosion control measures are ineffective to retain all sediment on -site, it is the
Contractor's responsibility to implement measures that will meet City, State, and Federal requirements.
10. All disturbed areas will be re -vegetated prior to Letter of Completion or Certificate of Occupancy.
11. All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with the
Landscaping and Tree Protection Section of the City's Unified Development Ordinance, prior to any operations of this
permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and
required to remain is strictly prohibited. The disposal of any waste material such as, but not limited to, paint, oil,
solvents, asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to
remain is also prohibited.
12. All construction shall be in accordance with the stamped approved plans and specifications for the above -named
project and all of the codes and ordinances of the City of College Station, as well as State and Federal Regulations
that apply. Only those deviations from BCS Unified Design Guidelines, Specifications and Details specifically
requested and approved will be allowed.
13. Special Conditions: "` TCEQ PHASE II RULES IN EFFECT "'
rn JCJ10e ✓t VO6 I the Contractor, hereby agree to comply with all conditions herein.
U I I:Z
Contractor ate
I hereby grant this permit for development. Contact �C�k ac 1111 - 021 L , the Public Works
Inspector assigned to this project 24 hours prior to beginning construction for scheduling required Inspections.
City Engineer/Represe tative Date T
November 16, 2011
Mr. Stephen Maldonado Jr.
City of College Station Water Services Department
1101 Texas Avenue
College Station, TX 77842
Re: Domestic Water Report
Brazos Fellowship Addition
226 Southwest Parkway East
College Station, Texas
Gessner Engineering Job No.: 11-0361
Dear Mr. Maldonado:
The peak water demand was calculated in accordance with the fixture count
determination method. The additional fixture unit count of 148 was determined
for this building, and values are shown below in Table One.
Fixture
Number
Load
Factor
Total
Value
Water Closet
13
8
104
Urinal
3
4
12
Lavatory
10
2
20
Shower
1
3
3
Sink
1
4
4
Sink Service
1
3
3
Drinkin Fountain
1
2
2
Total
148
Table One: Fixture Units
The peak water demand (based on 500 fixtures) for the domestic
service line and meter is 125 gallons per minute, and the average
water demand is 31 gallons per minute. The existing building and
proposed addition will be serve by the existing service and water
meter. The existing meter and service is capable to serving the
demand.
Please contact us if you have any questions or if we can be of further
assistance.
Sincerely,
GESSNER E46INEERING, F-7451
P.E., C.F.M.
..:............. ..:....
JEREMY N. PETERS
...............................�
.e:_ 100217 i.
Gessner
Engineering
2501 Ashford Drive
Suite 102
College Station, Texas 77840
P.O. Box 10763, 77842-0763
979.680.8840
FAX 979.680.8841
2204 S. Chappell Hill St.
Brenham, Texas 77833
979.836.6855
FAX 979.836.6847