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CITY OF COLLEGE STATION
Planning 6-Development Services
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
November 14, 2005
TO: Kenneth Chang, Bury& Partners, via fax: 713-212-0011 r r.-ti
FROM: Lindsay Boyer, Project Manager
SUBJECT: DISCOUNT TIRE STORE (SP)- Site Plan
Staff reviewed the above-mentioned site plan 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 for further staff review:
One (1) complete set of revised civil construction documents for the proposed
development with the revised site and landscaping plans attached.
Please note that the necessary documents are required prior to the issuance of a building
permit. If there are comments that you are not addressing with the revised site plan, please
attach a letter explaining the details. If you have any questions or need additional information,
please call me at 979.764.3570.
Attachments: Staff review comments
cc: Halle Von Voightlander, via fax: 480-606-4370
Case file #05-00500200
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STAFF REVIEW COMMENTS NO. 1
Project: DISCOUNT TIRE STORE (SP)—05-00500200
PLANNING
1. Provide keymap.
2. Provide address of existing store as a location reference.
3. Provide total site area on sheet C-1. We were unable to locate it.
4. Provide zoning for adjacent parcels.
5. Show setbacks.
6. Floodplain notation should include whether or not there is floodplain on the property based
on the FEMA/FIRM panel.
7. Correctly label easements. The 60 foot easement is a Utility, Access and Drainage
easement. There also appears to be a 10 foot easement on the northeast side of the
property that is not identified on the site plan.
8. Provide a general note that all roof and ground-mounted mechanical equipment shall be
screened from view or isolated so as not to be visible from any public right-of-way or
residential district within 150' of the subject lot, measured from a point five feet above
grade. Such screening shall be coordinated with the building architecture and scale to
maintain a unified appearance.
Reviewed by: Lindsay Boyer Date: November 10, 2005
LANDSCAPING/STREETSCAPI NG/BUFFER
1. The minimum point requirements for any site is 800 points not 500 points (UDO, Section
7.5.C). Please provide landscaping accordingly.
2. An irrigation plan must be reviewed prior to the issuance of a Certificate of Occupancy.
3. Provide note: Irrigation system must be protected by either a Pressure Vacuum Breaker, a
Reduced Pressure Principle Back Flow Device, or a Double-Check Back Flow Device, and
installed as per City Ordinance 2394.
4. Provide note: All BackFlow devices must be installed and tested upon installation as per
City Ordinance 2394.
Reviewed by: Lindsay Boyer Date: November 10, 2005
ENGINEERING
1. Show location of existing sanitary sewer and manhole on Site Plan.
2. Private storm sewer cannot be located within a PUE.
3. Provide detail of swale.
4. Provide Erosion Control Plan and Grading Plan as part of Development permit.
5. Certify that there is capacity in the existing 36" storm sewer.
6. Please be aware that you are limited to the 10-yr storm for discharge into the existing
storm sewer.
7. Note 5 under Street and Bridge Notes refers to Grading Plan Sheet C6 which was not
submitted.
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.
Page 2 of 3
8. Verify Contact Person under Storm Water. The City does not have a Jeffery Spencer
employed. Did you mean Jeffery Speed?
9. Your notes refer to documents that have been changed. Construction needs to be in
accordance with "BCS Unified Design Guidelines, Details and Technical Specifications
for Water, Sewer and Streets", and the "Drainage Policy and Design Standards". You
may however still use "Standard Specifications for Street Construction" as a valid
document until January 2006.
Reviewed by: Carol Cotter Date: November 11, 2005
ELECTRICAL
1. No Comments.
2. Tony Michalsky at 979.764.3438.
Reviewed by: Tony Michalsky Date: 11-10-05
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.
Page 3 of 3
, c
CITY OF COLLEGE STATION
DEVELOPMENT SERVICES
1101 Texas Avenue, PO Box 9960
College Station, Texas 77842
Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
February 24, 2006
TO: Kenneth Chang, Bury & Partners, via fax: 713-212-0011
FROM: Bridgette George, Development Coordinator
SUBJECT: DISCOUNT TIRE STORE (SP)-Site Plan Construction Documents
Staff reviewed the above-mentioned construction documents 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 for
further staff review:
One (1) complete set of revised civil construction documents for the
proposed development with the revised site and landscaping plans
attached.
Please note that the necessary documents are required prior to the issuance of a
building permit. If there are comments that you are not addressing with the revised
construction documents, please attach a letter explaining the details. If you have any
questions or need additional information, please call me at 979.764.3570.
Attachments: Staff review comments
cc: Halle Von Voightlander, via fax: 480-606-4370
Case file #05-00500200
Home of Texas A&M University
ENGINEERING
1. There is an existing sanitary sewer line that extends from Texas Avenue (behind
Discount Tire) to a manhole located on the southwest corner of the proposed
parking lot. This line and manhole need to be shown on the Site Plan and conflicts
with the proposed storm sewer addressed.
2. The discharge from the detention pond is limited to pre-development discharge rates
up to the 10-year storm event. You need to design the detention pond large enough
that it will hold necessary volume required to restrict flow to the 10-year event for all
design storms including the 25-year. Emergency overflow allowed for 50- and 100-
year storms, but need to show where this flows and how it ends up in storm system.
3. Provide detention pond routing to show that discharge is limited to 2-, 5- and 10-year
storm events.
4. Please see Drainage Policy and Design Standards manual for required design of low
flow gutter concrete trickle channel.
5. Catch Basins 1 and 2 described in Storm Sewer Notes are the reverse of the those
shown in the Plan View. The catch basin located over the existing 36" storm sewer
should be a junction box. Use City of College Station Standard Detail.
6. The irrigation line is a private service and cannot be located within a PUE.
Reviewed by: Carol Cotter Date: February 23, 2006
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