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CITY OF COLLEGE STATION
Planning o"Development Services
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
November 15, 2005
TO: Robert C. Schmidt, P.E. O'Malley Engineer, L.L. P. -Via fax 979.836.7936
FROM: Jennifer Reeves, Project Manager
SUBJECT: COCS VETERANS PARK &ATHLETIC COMPLEX (5- 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) revised site plans
One (1) 11x17 grading and erosion control plan
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: Fax Eric Ploeger, Asst. Director College Station PARD -Via Email
Case file #05-00500203
Home of Texas A&M University
STAFF REVIEW COMMENTS NO. 1
Project: COCS VETERANS PARK & ATHLETIC COMPLEX (SP— 05-00500203)
PLANNING
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.
X2. Please provide phase lines and note which phase each one is (example: Phase I, II,
III...etc.)
2 It appears that security lights are being proposed between parking spaces in the parking lot
as opposed to in the end islands. Is this the plan? Please verify.
Reviewed by: Jennifer Reeves Date: 11-14-05
ENGINEERING
1. Engineering still under review.
Reviewed by: Josh Norton Date: 11-14-05
FIRE
1. No comment, per Eric Hurt Fire Marshall
Reviewed by: Jerry Duffy Date: 11-14-05
ELECTRICAL
1. Developer installs conduit per city specs and design.
2. Developer pours transformer pad(s) per city specs and design.
3. Developer installs pull boxes as per city specs and design.(pull boxes provided by the
city).
4. Developer provides digital AutoCAD 2000 or later version of plat and/or site plan email to
sweidocstx.gov
5. Developer provides load data for project.
6. To discuss any of the above electrical comments, please contact Sam Weido at
979.764.6314.
Reviewed by: Sam Weido Date: 11-10-05
MISCELLANEOUS
1. 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.
2. All BackFlow devices must be installed and tested upon installation as per City Ordinance
2394.
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
3. Future extension of Veterans Parkway to FM 60 must meet TxDOT's "Regulations for
access Driveways to State Highways". (Per Karl Nelson, TxDOT)
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
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CITY OF COLLEGE STATION
Planning&Development Services
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
2
November 1A 2005
TO: Robert C. Schmidt, P.E. O'Malley Engineer, L.L. P. - Via fax 979.836.7936
FROM: Jennifer Reeves, Project Manager
SUBJECT: COCS VETERANS PARK & ATHLETIC COMPLEX (S- 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) revised site plan
One (1) 11x17 grading and erosion control plan
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: Fax Eric Ploeger, Asst. Director College Station PARD -Via Email
Case file #05-00500203
Home of Texas A&M University
ENGINEERING
1. (Sheet C-7 and Sheet C-28) Please provide off site contours in the area
surrounding the retaining wall as to illustrate that the current and proposed
drainage along this property line OR V erify that the proposed grading and
retaining wall will not change the existing drainage conditions along this property
line, as to adversely effect the current drainage for the adjacent property.
2. (Sheet C-8) Has any of the area near or in the flood plain or floodway been
improved with any previous phase of Veterans Park? It appears there is a long
ponded area that is being discharged into with this phase. How does this
ponded area operate? In other words, does it naturally overflow or point
discharge?
3. (Sheet C-17) Provide detail of the Sanitary Sewer and Storm Junction Box (A-
96) conflict at Sta. 4+19.57. Please verify DIP sanitary sewer line is centered
on junction box so that joint does not fall within the junction box. Also, please
grout fill any voids created by the connection.
4. (Sheet C-20 thru 22) Please verify that backflow preventers have been used to
isolate irrigation lines where connected to potable water lines.
5. (Sheet C-23 thru C-24) On the DIP sanitary sewer line in addition please use
cement stabilized backfill in areas where cover is less than 3.5-ft.
6. (Sheet C-23) Provide detail of the Sanitary Sewer and Storm Junction Box (A-
96) conflict at Sta. 4+19.57. Please verify DIP sanitary sewer line is centered
on junction box so that joint does not fall within the junction box. Also, please
grout fill any voids created by the connection.
7. (Sheet C-23)At Sta. 17+20, stub-out requires one full pipe joint with a clean-out.
8. (Sheet C-24)At Sta. 5+00, stub-out requires one full pipe joint with a clean-out.
9. (Sheet C-24) Provide profile detail of sanitary sewer/water conflict at Sta. 4+30.
10. (Sheet C-24) Per TCEQ 290, sanitary sewer main shall be embedded in cement
stabilized sand for total length of one pipe segment plus 12" beyond the joint on
each end.
11. (Sheet C-25) Provide profile detail of water/sanitary sewer conflict at Sta. 0+60.
12. (Sheet C-25)At Sta. 12+00, illustrate the separation distance between the water
/ sanitary sewer conflict. Also illustrate the use of cement stabilized backfill as
described in Comment# 9.
13. (Sheet C-25) At Sta. 13+82.81, each "Cap" 8-in water main termination shall be
terminated with a 2-in blow off.
14. (Sheet C-32) Please confirm that the proposed fiber reinforced paving is
intended to be used in lieu of traditional rebar reinforcement.
15. (Drainage Report / Sheet C-19) There are several discharge points into the
flood plain on this site. Please verify that no erosion is anticipated from the
discharge point to the creek, otherwise provide the appropriate erosion control.
16. (Drainage Report) Several of the discharge points currently show minimal need
for erosion control however with future phase development velocities and flows
will increase. Please account for the erosion control needs for full build out.
17. (Drainage Report) Specifically System "A" Drainage Area Outfall Data and
System "B" Drainage Area Outfall Data, please illustrate method of erosion
control at each outfall as outfall velocities up to 4.5 ft/sec must be seeded,
outfalls up to 6.0 ft/sec must be sodded and outfall velocities above 6.0 ft/sec
must use impermeable means of erosion control per the CoCS drainage
guidelines.
18. FYI: Prior to beginning construction we must receive a copy of the NOI / TCEQ
Storm Water Permit for this site. This NOI / TCEQ Storm Water Permit must
also be posted on site. A SWPP (Storm Water Prevention Plan) must also be
created and located on site.
Reviewed by: Josh Norton Date: November 22,
2005
STAFF REVIEW COMMENTS NO. 1
Project: COCS VETERANS PARK &ATHLETIC COMPLEX (SP— 05-00500203)
PLANNING
1. 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.
2. Please provide phase lines and note which phase each one is (example: Phase I, II,
III...etc.)
3. It appears that security lights are being proposed between parking spaces in the parking lot
as opposed to in the end islands. Is this the plan? Please verify.
Reviewed by: Jennifer Reeves Date: 11-14-05
ENGINEERING
1. Engineering still under review.
Reviewed by: Josh Norton Date: 11-14-05
FIRE
1. No comment, per Eric Hurt Fire Marshall
Reviewed by: Jerry Duffy Date: 11-14-05
ELECTRICAL
1. Developer installs conduit per city specs and design.
2. Developer pours transformer pad(s) per city specs and design.
3. Developer installs pull boxes as per city specs and design.(pull boxes provided by the
city).
4. Developer provides digital AutoCAD 2000 or later version of plat and/or site plan email to
sweido(a�cstx.gov
5. Developer provides load data for project.
6. To discuss any of the above electrical comments, please contact Sam Weido at
979.764.6314.
Reviewed by: Sam Weido Date: 11-10-05
MISCELLANEOUS
1. 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.
2. All BackFlow devices must be installed and tested upon installation as per City Ordinance
2394.
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
3. Future extension of Veterans Parkway to FM 60 must meet TxDOT's "Regulations for
access Driveways to State Highways". (Per Karl Nelson, TxDOT)
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
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CITY OF COLLEGE STATION
Planning er Development Services
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
Phone 979.764.3570/ Fax 979.764.3496
MEMORANDUM
December 27, 2005
TO: Robert C. Schmidt, P.E. O'Malley Engineer, L.L. P. - Via fax
979.836.7936
FROM: Jennifer Reeves, Project Manager
SUBJECT: COCS VETERANS PARK &ATHLETIC COMPLEX (S - 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 final approval:
Six (6) complete sets of construction documents for the proposed
development with the revised site and landscaping plans attached (please
submit additional copies to be stamped for your records).
Two (2) revised site plans
One (1) landscaping plan
One (1) 11x17 grading and erosion control plan
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 764-3570.
Attachments: Staff review comments
cc: Fax Eric Ploeger, Asst. Director College Station PARD -Via Email
Case file#05-00500203
STAFF REVIEW COMMENTS NO. 2
Project: COCS VETERANS PARK &ATHLETIC COMPLEX (S - 05-00500203
PLANNING
1. Please be aware that all paved areas are required to have a 6-inch curb (between
current phases and future phases that will be developed in the future). Please note
this on the site plan.
Reviewed by: Jennifer Reeves Date: December 27, 2005
ENGINEERING
1. Please make note on construction documents as to where seeding, sodding,
and energy dissipaters are required.
2. FYI: It had been brought to my attention that the area located between existing
Softball Field 2 and the proposed extension of Veterans Parkway has a
considerable amount of standing water from rain and irrigation.
3. FYI: After reviewing the construction plans and walking the proposed
construction site, one area that concerned me was the area located between
proposed Parking Lot D and existing Soccer Field 4. The area consists of a
concrete channel with concrete energy dissipaters and has silted in from
erosion. I have contacted Ric Ploeger and will keep in touch as far a proposed
solution for the issue.
Reviewed by: Josh Norton Date: December 27, 2005