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RESPONSE TO STAFF REVIEW COMMENTS NO. 1
Project: Polo Estates (FP-Replat) (15-00900027)
PLANNING
.. 1. Meets and bounds do not close, please revise.
A call was missing on the northwest boundary line. It has been added to the Final
LL Plat.
V . Right-of-way on N. Graham should be 77'. Half of the deficiency should be dedicated with
this plat.
3.5' of right-of-way was added to the tract. In addition, 3.5' of pue was added to
the lots so that there is a total of 20'of PUE.
A . Please project a public street to the unplatted lots to the south, east, and west with a 70-foot
right-of-way. As proposed the block length currently exceeds 1500 feet as the cul-de-sac
does not break block length.
A street was extended to the south. A waiver is being requested for block length
and street extensions to the east and west.
4. The proposed Mallet Court and Mallet Way all count as a cul-de-sac. The cul-de-sac cannot
exceed cannot exceed 750 feet in length.
The alignment of the subdivision streets changed so that the cul-de-sac is less
than 750 feet. (ynok,ber to e t S `74 a . iSµcLuet LA.Ad nD toTo A Ct
(A. Lots around cul-de-sacs need to meet the 75-foot lot width as measured at the street. Lots
13-17 should be revised to meet the requirement of 100-foot lot width as measured at the
street.
All cul-de-sac lots meet the 75'width and all other lots are 100'in width.
6. Lots platted adjacent to straight right of way (S. Dowling, Mallet Way, and Mallet Court) shall
be substantially right angles.
The lots are "substantially"at right angles in our opinion. (.O4 5) lot 13 ,or i S•i(o f-
7. 'Parkland in the amount of $26,481 ($1261x21) will be due upon filing of the final plat.
Noted. FYI, there are 22 lots on this Final Plat. With there being 1 lot in the
Foxworth Subdivision already, only 21 are being added so $1261x21 should be the
amount due. t.-)Ot 05 ea j5 retsot e rw,cu ea_ - - ,.,b ..•�
,/ 8. Please move the Certificate of the County Clerk to the �ther side of sheet two with the other
certifications.
The certificate of the county clerk has been moved.
7 9. Please remove the Certificate of City Planner and add Certificate of Planning and Zoning
Commission.
The certificate of City Planner has been removed and the certificate of planning
and zoning commission has been added.
✓10. The building setback identified in note 15 are different from building setbacks on the original
plat. Please confirm that this is current standards.
Note 15 has been revised to match the original plat.
A 1. All structures will need to be removed prior to the filing of the plat.
Noted.
„1.2. Please note that you may be required to submit paid tax certificates if they are not current
prior to the filing of your plat.
Noted.
✓13. Please note that any changes made to the plans that have not been requested by the City of
College Station, must be explained in your next transmittal letter. gore t$
Noted.
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14. County comments are still being worked on and will follow.
Noted.
ENGINEERING COMMENTS NO. 1
1. Add a note on the Replat stating whose responsibility it is to maintain, and stating that
fences, grading, and landscape cannot impede the flow of the private drainage easement.
Note 17 was added to the plat.
2. Add a note on the Replat and construction documents regarding requirement for compaction
of fill or engineered slab for affected lots that have greater than 2 feet of fill. Also list the lots
that would require this.
Note 19 was added to the plat. There isn't any grading proposed on the lots near
the buildable area of the future homes. Therefore, we cannot tell which lots are
going to require greater than 2 feet of fill. The note was left as a general statement
to include any lots that require greater than 2 feet of fill.
3. Add a note on the Replat stating that the proposed lots can't be located further than 500'
from a fire hydrants which is based on the lay of the hose along the street.
Note 20 was added to the final plat.
4. Remove FEMA Map with ending numbers, 375-E, from the Replat note. Subdivision
appears to be not located on that map.
Note revised.
5. Cul-de sac's length is exceeding the allowed length in the UDO.
The alignment of the subdivision streets has been revised so that the cul-de-sac is
less than 750.
6. Please provide a private drainage easement for the estimated 100-year storm & the creek.
Please show this on the Replat & Construction documents.
A private drainage easement is shown on the plat and the construction plans.
7. Change construction note #6 regarding Wickson SUD to Wellborn SUD.
Note 6 has been revised.
8. Is the Overhead electric line a BTU line that is to remain or be relocated? Does it have an
easement? If it does please show it on the Replat.
It is going to be removed.
9. Please increase the symbol size for hydrants and gate valves on the overall plan.
The symbol size was changed on the overall plan.
10. Adjust Mallet Way grade at intersection with North Graham Road to have no more than plus
or minus 2% grade.
The Grade was changed.
11. Provide horizontal curves for Mallet Way.
Horizontal curves are provided for Mallet Way. —alignment has been revised
12. Entire Rock Rip Rap needs to be in a private drainage easement. See Chanel No. 1.
All of the Rock Rip Rap is now in a private drainage easement.
13. Provide erosional control measurements such as silt fences, hay bales, etc.
Silt fence is provided. It is shown on the Overall plan. In addition, erosion control
blankets are proposed.
14. Provide an additional gate valve between Fire hydrant No 1 & 2. The gate valve spacing
currently exceeds 800'.
The alignment of the Waterlines changed, but the gate valve spacing is less than
800' on the new layout.
15. Provide additional easement on lot 14, or realign the waterline W-2 in such a way that
there's at least 5.5' clearance between the waterline's centerline & edge of PUE.
FOR OFFICE USE ONLY
CASE NO.: I ✓ c'7
DATE SUBMITTED: ' I�
TIME:
CITY OF COLLEGE STATION
Home of Texas A6111 University' STAFF:
PLANNING & DEVELOPMENT SERVICES
TRANSMITTAL LETTER
Please check one of the options below to clearly define the purpose of your submittal.
n New Project Submittal
Incomplete Project Submittal -documents needed to complete an application. Case No.:
IXI Existing Project Submittal. Case No.: (15-00900027)
Project Name Polo Estates (FP-REPLAT)
Contact Name Phone Number
We are transmitting the following for Planning & Development Services to review and comment (check all that apply):
Comprehensive Plan Amendment ❑ Non-Residential Architectural Standards
Rezoning Application n Irrigation Plan
Conditional Use Permit Variance Request
❑ Preliminary Plan Development Permit
n Final Plat n Development Exaction Appeal
Development Plat n FEMA CLOMA/CLOMR/LOMA/LOMR
Site Plan n Grading Plan
Special District Site Plan n Other- Please specify below
— Special District Building /Sign
n Landscape Plan
INFRASTRUCTURE AND ENGINEERING DOCUMENTS
All infrastructure documents must be submitted as a complete set.
The following are included in the complete set:
❑ Comprehensive Plan Amendment n Waterline Construction Documents
❑ TxDOT Driveway Permit ❑ Sewerline Construction Documents
TxDOT Utility Permit x Street Construction Documents
[1 Drainage Letter or Report ❑ Easement Application
❑x Fire Flow Analysis H Other- Please specify
Special Instructions:
10/10 [ Print Form
Schultz Engineering, LLC
Office: 979.764.3900
Fax: 979.764.3910
April 3, 2015
Jessica Bullock
Staff Planner
City of College Station
1101 Texas Avenue
College Station, TX 77840
Re: Polo Estates (FP-REPLAT) - (15-00900027)
Dear Ms. Bullock:
Attached are the following items for the project referenced above:
• One (1) 24" x 36" copy of the revised Final Plat
• One(1) set of the revised construction documents
• One(1) copy of the Engineer's Estimate
• One(1) copy of the revised Drainage Report
• One(1) copy of the Water Report
• Revised Final Plat Application
• Waiver Request
• Response to Staff Comments
If you have any questions, please do not hesitate to call.
Sincerely,
Schultz Engineering, LLC.
I
Joeichultz, P.E.
M. ager/Civil Engineer
P.O. Box 11995 • College Station,Texas 77842
schultzengineeringllc.com
RESPONSE TO STAFF REVIEW COMMENTS NO. 1
Project: Polo Estates (FP-Replat) (15-00900027)
PLANNING
1. Meets and bounds do not close, please revise.
A call was missing on the northwest boundary line. It has been added to the Final
Plat.
2. Right-of-way on N. Graham should be 77'. Half of the deficiency should be dedicated with
this plat.
3.5'of right-of-way was added to the tract. In addition, 3.5' of pue was added to
the lots so that there is a total of 20' of PUE.
3. Please project a public street to the unplatted lots to the south, east, and west with a 70-foot
right-of-way. As proposed the block length currently exceeds 1500 feet as the cul-de-sac
does not break block length.
A street was extended to the south. A waiver is being requested for block length
and street extensions to the east and west.
4. The proposed Mallet Court and Mallet Way all count as a cul-de-sac. The cul-de-sac cannot
exceed cannot exceed 750 feet in length.
The alignment of the subdivision streets changed so that the cul-de-sac is less
than 750 feet.
5. Lots around cul-de-sacs need to meet the 75-foot lot width as measured at the street. Lots
13-17 should be revised to meet the requirement of 100-foot lot width as measured at the
street.
All cul-de-sac lots meet the 75' width and all other lots are 100'in width.
6. Lots platted adjacent to straight right of way (S. Dowling, Mallet Way, and Mallet Court) shall
be substantially right angles.
The lots are "substantially"at right angles in our opinion.
7. Parkland in the amount of$26,481 ($1261x21) will be due upon filing of the final plat.
Noted. FYI, there are 22 lots on this Final Plat. With there being 1 lot in the
Foxworth Subdivision already, only 21 are being added so $1261x21 should be the
amount due.
8. Please move the Certificate of the County Clerk to the other side of sheet two with the other
certifications.
The certificate of the county clerk has been moved.
9. Please remove the Certificate of City Planner and add Certificate of Planning and Zoning
Commission.
The certificate of City Planner has been removed and the certificate of planning
and zoning commission has been added.
10. The building setback identified in note 15 are different from building setbacks on the original
plat. Please confirm that this is current standards.
Note 15 has been revised to match the original plat.
11. All structures will need to be removed prior to the filing of the plat.
Noted.
12. Please note that you may be required to submit paid tax certificates if they are not current
prior to the filing of your plat.
Noted.
13. Please note that 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.
Noted.
14. County comments are still being worked on and will follow.
Noted.
ENGINEERING COMMENTS NO. 1
! Add a note on the Replat stating whose responsibility it is to maintain, and stating that
fences, grading, and landscape cannot impede the flow of the private drainage easement.
Note 17 was added to the plat.
7 Add a note on the Replat and construction documents regarding requirement for compaction
of fill or engineered slab for affected lots that have greater than 2 feet of fill. Also list the lots
that would require this.
Note 19 was added to the plat. There isn't any grading proposed on the lots near
the buildable area of the future homes. Therefore, we cannot tell which lots are
going to require greater than 2 feet of fill. The note was left as a general statement
to include any lots that require greater than 2 feet of fill.
/ Add a note on the Replat stating that the proposed lots can't be located further than 500'
from a fire hydrants which is based on the lay of the hose along the street.
Note 20 was added to the final plat.
Remove FEMA Map with ending numbers, 375-E, from the Replat note. Subdivision
appears to be not located on that map.
Note revised.
l5' Cul-de sac's length is exceeding the allowed length in the UDO.
The alignment of the subdivision streets has been revised so that the cul-de-sac is
less than 750.
X Please provide a private drainage easement for the estimated 100-year storm & the creek.
Please show this on the Replat & Construction documents.
A private drainage easement is shown on the plat and the construction plans.
7 Change construction note #6 regarding Wickson SUD to Wellborn SUD.
Note 6 has been revised.
8. Is the Overhead electric line a BTU line that is to remain or be relocated? Does it have an
easement? If it does please show it on the Replat.
It is going to be removed.
,2 Please increase the symbol size for hydrants and gate valves on the overall plan.
The symbol size was changed on the overall plan.
Adjust Mallet Way grade at intersection with North Graham Road to have no more than plus
or minus 2% grade.
The Grade was changed.
Provide horizontal curves for Mallet Way.
Horizontal curves are provided for Mallet Way. —alignment has been revised
YL• Entire Rock Rip Rap needs to be in a private drainage easement. See Chanel No. 1.
All of the Rock Rip Rap is now in a private drainage easement.
Provide erosional control measurements such as silt fences, hay bales, etc.
Silt fence is provided. It is shown on the Overall plan. In addition, erosion control
blankets are proposed.
Provide an additional gate valve between Fire hydrant No 1 & 2. The gate valve spacing
currently exceeds 800'.
The alignment of the Waterlines changed, but the gate valve spacing is less than
800'on the new layout.
3157. Provide additional easement on lot 14, or realign the waterline W-2 in such a way that
there's at least 5.5' clearance between the waterline's centerline & edge of PUE.
The alignment of the Waterlines changed, and now the waterline has adequate
spacing from the edge of the PUE.
)4. Please verify and place a note on plans that water services will be left between 2 & 3 feet
deep at the point of terminus by developer's contractor.
,22 Note 9 was added to the water sheets.
X/. According to the letter address to Stephen Cast, Fire hydrants need to be connected via 8"
lines. What's the reason for connecting Fire hydrant No. 2 to only a 6" line?
A complete water report is attached to this submittal.
),8'. Please provide a written correspondence with Wellborn SUD regarding the 1700' dead end
line.
The water line is now looped and is extended to the adjacent property so that it
can be looped in the future.
14. Please provide a Water system report.
A water report is attached to this submittal.
?X. Please change Primary Drainage Facility to Hopes Creek & Firm panel # to 48041C0325E
in the General description of the drainage report.
The drainage report has been revised. A copy of the revised drainage report is
included in this submittal.
I. Provide sealed engineer cost estimate, erosion control details.
A sealed engineer cost estimate is included in this submittal.
ADDRESSING
11. Please change Mallet Way to Mallet Court. The street name should be continuous.
The street alignments changed.
SANITATION
11. Sanitation is ok with this project.
Noted.
i
ter)
(*ffill1114
CITY OF COLLEGE STATION
Home of Texas Ae.M University'
MEMORANDUM
DATE: February 18, 2015
TO: Louis A. Malechek, Ill, via; malechek[a�thepaynelawgroup.com /
FROM: Jessica Bullock, Staff Planner
SUBJECT: POLO ESTATES (FP-REPLAT)
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 for further staff review and to be scheduled for a future Planning
& Zoning Commission meeting:
One (1) 24"x36" copy of the revised final plat;
One (1) set of revised construction documents;
Parkland Dedication in the amount of $$26,481 must be submitted prior to the
filing of the final plat;
Upon receipt of the required documents for the Planning & Zoning meeting, your project will be
considered formally filed with the City of College Station. Please note that this application will
expire in 90 days from the date of this memo, if the applicant has not provided written response
comments and revised documents to the Administrator that seek to address the staff review
comments contained herein. If all comments have not been addressed your project will not be
scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a
future agenda once all the revisions have been made and the appropriate fees paid. Once your
item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at
the following web site on Monday the week of the P&Z meeting.
http://www.cstx.qov/pz
Please note that a Mylar original of the revised final plat will be required after P&Z approval and
prior to the filing of the plat. If you have any questions or need additional information, please call
me at 979.764.3570.
Attachments: Staff Review Comments
PC: Joe Schultz, Schultz Engineering, LLC, via; joeschultz84verizon.net vi
P&DS Project No. 15-00900027
Planning 6 Development Services
P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842
TEL.979.764.3570 •FAX. 979.764.3496
cstx.govld evservi ces
1.
0
STAFF REVIEW COMMENTS NO. 1
Project: Polo Estates (FP-Replat) (15-00900027)
PLANNING
1. Meets and bounds do not close, please revise.
2. Right-of-way on N. Graham should be 77'. Half of the deficiency should be dedicated with
this plat.
3. Please project a public street to the unplatted lots to the south, east, and west with a 70-foot
right-of-way. As proposed the block length currently exceeds 1500 feet as the cul-de-sac
does not break block length.
4. The proposed Mallet Court and Mallet Way all count as a cul-de-sac. The cul-de-sac cannot
exceed cannot exceed 750 feet in length.
5. Lots around cul-de-sacs need to meet the 75-foot lot width as measured at the street. Lots
13-17 should be revised to meet the requirement of 100-foot lot width as measured at the
street,
6. Lots platted adjacent to straight right of way (S. Dowling, Mallet Way, and Mallet Court) shall
be substantially right angles.
7. Parkland in the amount of$26,481 ($1261x21) will be due upon filing of the final plat.
8. Please move the Certificate of the County Clerk to the other side of sheet two with the other
certifications.
9. Please remove the Certificate of City Planner and add Certificate of Planning and Zoning
Commission.
10. The building setback identified in note 15 are different from building setbacks on the original
plat. Please confirm that this is current standards.
11. All structures will need to be removed prior to the filing of the plat.
12. Please note that you may be required to submit paid tax certificates if they are not current
prior to the filing of your plat.
13. Please note that 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.
14. County comments are still being worked on and will follow.
Reviewed by: Jessica Bullock Date: February 16, 2015
ENGINEERING COMMENTS NO. 1
1. Add a note on the Replat stating whose responsibility it is to maintain, and stating that
fences, grading, and landscape cannot impede the flow of the private drainage easement.
2. Add a note on the Replat and construction documents regarding requirement for compaction
of fill or engineered slab for affected lots that have greater than 2 feet of fill. Also list the lots
that would require this.
3. Add a note on the Replat stating that the proposed lots can't be located further than 500'
from a fire hydrants which is based on the lay of the hose along the street.
4. Remove FEMA Map with ending numbers, 375-E, from the Replat note. Subdivision
appears to be not located on that map.
5. Cul-de sac's length is exceeding the allowed length in the UDO.
6. Please provide a private drainage easement for the estimated 100-year storm & the creek.
Please show this on the Replat & Construction documents.
7. Change construction note #6 regarding Wickson SUD to Wellborn SUD.
0
8. Is the Overhead electric line a BTU line that is to remain or be relocated? Does it have an
easement? If it does please show it on the Replat.
9. Please increase the symbol size for hydrants and gate valves on the overall plan.
10. Adjust Mallet Way grade at intersection with North Graham Road to have no more than plus
or minus 2% grade.
11. Provide horizontal curves for Mallet Way.
12. Entire Rock Rip Rap needs to be in a private drainage easement. See Chanel No. 1.
13. Provide erosional control measurements such as silt fences, hay bales, etc.
14. Provide an additional gate valve between Fire hydrant No 1 & 2. The gate valve spacing
currently exceeds 800'.
15. Provide additional easement on lot 14, or realign the waterline W-2 in such a way that
there's at least 5.5' clearance between the waterline's centerline & edge of PUE.
16. Please verify and place a note on plans that water services will be left between 2 & 3 feet
deep at the point of terminus by developer's contractor.
17. According to the letter address to Stephen Cast, Fire hydrants need to be connected via 8"
lines. What's the reason for connecting Fire hydrant No. 2 to only a 6" line?
18. Please provide a written correspondence with Wellborn SUD regarding the 1700' dead end
line.
19. Please provide a Water system report.
20. Please change Primary Drainage Facility to Hopes Creek & Firm panel # to 48041C0325E
in the General description of the drainage report.
21. Provide sealed engineer cost estimate, erosion control details.
Reviewed by: Kevin Ferrer Date: February 16, 2015
ADDRESSING
1. Please change Mallet Way to Mallet Court. The street name should be continuous.
Reviewed by: Robin Krause, Permit Technician Date: February 4, 2015
SANITATION
1. Sanitation is ok with this project.
Reviewed by: Wally Urrutia Date: February 4, 2015
Grffia4
CITY OF COLLEGE STATION
Home of Texas A&M University*
MEMORANDUM
DATE: February 2, 2015
TO: Louis A. Malecheck, Ill, via; malecheck@thepaynelawgroup.com V
FROM: Jessica Bullock, Staff Planner
SUBJECT: POLO ESTATES (FP-REPLAT)
Thank you for the submittal of your Final Plat - Residential application. Kevin Ferrer, Graduate
Engineer, and I have been assigned to review this project. It is anticipated that the review will be
completed and any staff comments returned to you on or before Monday, February 16, 2015. If
you have questions in the meantime, please feel free to contact us.
PC: Joe Schultz, Schultz Engineering, LLC, via; joeschultz84( verizon.net v
P&DS Project No. 15-00900027
Planning&Development Services
P.O.BOX 9960 • 1101 TEXAS AVENUE•COLLEGE STATION •TEXAS •77842
TEL.979.764.357(( •FAX. 979.764.3496
Schultz Engineering, LLC
Office: 979.764.3900
Fax: 979.764.3910
January 16, 2015
Alan Gibbs, P.E.
City Engineer
Development Services
City of College Station
College Station, Texas
RE: Letter Acknowledging City Standards—Polo Estates, Brazos County, Texas
Dear Mr. Gibbs:
The purpose of this letter is to acknowledge that the construction plans for the water line,
roadway and drainage construction for the above-referenced project, to the best of my
knowledge, do not deviate from the B/CS Design Guideline Manual.
incer- y,
seph P. Schultz, P.E.
Civil Engineer
P.O. Box 11995 • College Station,Texas 77842
schultzengineeringllc.com