HomeMy WebLinkAboutStaff Comments ENGIfhERING COMMENTS NO. 2
t Repeat) Please provide a Letter of Acknowledgement and TCEQ Site Notice. Also,
please provide a revised cost estimate.
(Repeat) C1.2— Water in the ditch should not sheet flow across the proposed sidewalk.
Please provide means for the water to go under the sidewalk. It appears that there is
3. water coming from the south that will need to cross under the sidewalk.
3 (Repeat) C4.1 — Show and label the existing waterline. Please label the existing
aterline as 12-inch. Also, the material of the proposed line needs to be labeled
(rather than giving the option of DI or C900). %k lt, $ -fp k e_. Cqxp 10,,a24.. (Repeat) C4.1 — Specify the tee or TS&V connection to the existing 12-inch waterline.
FYI...Since it is a 6-inch waterline connecting to a 12-inch, a TS&V may be specified.
ince an 8-inch waterline is required to meet velocity requirements, a tee and
valve will need to be cut in to the 12-inch waterline.
(Repeat) C4.1 — At the water/sewer crossing, please add a note specifying TCEQ
special requirements. It looks like the bend will need to be shifted over in order to
0 be able to center a joint of water pipe over the sanitary sewer line.
(Repeat) C4.1 — The vertical scale on the profile drawing appears to be incorrect. It
appears that the vertical scale is actually 1"=5'.
4-431-y7 0 (Repeat) FYI...The public infrastructure associated with the plat are required to be built
or surety provided for it prior to the plat being scheduled for a P&Z meeting.
8. (Repeat) Fire Flow — The summary should also reference the building size that was
utilized to calculate the fire flow. (The site plan has "5093 LEFT" listed above the
finished floor, which I assumed was intended to say 5093 SF. If that is correct, then the
fire flow would actually be 2,000 gpm.) Based on the building size of 4,840 s.f. and
ype VB material type referenced in the report, the required fire flow is 2,000 gpm
and 2 fire hydrants. Please revise report.
. C1.2 — Please include SW3 standard details on this sheet since the ramps will need to
nform to these details. (FYI...There are some details shown on this sheet that may be
removed if they are not applicable.)
. C1.2 —The portion of sidewalk located at the back of curb must be a minimum 8-ft wide.
I
11. Fire Flow— Please provide an exhibit showing the referenced nodes.
fswilnd ( FYI...The TxDOT driveway permit will need to be approved prior to any construction
activities in their right-of-way. We will approve the plans ahead of the TxDOT permit, but
1M:5T it will be a conditional approval.
T
Reviewed by: Erika Bridges Date: 4/6/15
X Cm+ E5-1.-- DDes 3 /LF i,G , V VAS Lg,-P44h S 7
S , lelan\s Urs / , Ix I-l_ 63)
ENGINEERING COMMENTS NO. 2
1. (Repeat) Please provide a Letter of Acknowledgement and TCEQ Site Notice. Also,
please provide a revised cost estimate.
2. (Repeat) C1.2 — Water in the ditch should not sheet flow across the proposed sidewalk.
Please provide means for the water to go under the sidewalk. It appears that there is
water coming from the south that will need to cross under the sidewalk.
3. (Repeat) C4.1 — Show and label the existing waterline. Please label the existing
waterline as 12-inch. Also, the material of the proposed line needs to be labeled
(rather than giving the option of DI or C900).
4. (Repeat) C4.1 — Specify the tee or TS&V connection to the existing 12-inch waterline.
FYI...Since it is a 6-inch waterline connecting to a 12-inch, a TS&V may be specified.
Since an 8-inch waterline is required to meet velocity requirements, a tee and
valve will need to be cut in to the 12-inch waterline.
5. (Repeat) C4.1 — At the water/sewer crossing, please add a note specifying TCEQ
special requirements. It looks like the bend will need to be shifted over in order to
be able to center a joint of water pipe over the sanitary sewer line.
6. (Repeat) C4.1 — The vertical scale on the profile drawing appears to be incorrect. It
appears that the vertical scale is actually 1"=5'.
7. (Repeat) FYI...The public infrastructure associated with the plat are required to be built
or surety provided for it prior to the plat being scheduled for a P&Z meeting.
8. (Repeat) Fire Flow — The summary should also reference the building size that was
utilized to calculate the fire flow. (The site plan has "5093 LEFT" listed above the
finished floor, which I assumed was intended to say 5093 SF. If that is correct, then the
fire flow would actually be 2,000 gpm.) Based on the building size of 4,840 s.f. and
Type VB material type referenced in the report, the required fire flow is 2,000 gpm
and 2 fire hydrants. Please revise report.
9. C1.2 — Please include SW3 standard details on this sheet since the ramps will need to
conform to these details. (FYI...There are some details shown on this sheet that may
be removed if they are not applicable.)
10. C1.2 —The portion of sidewalk located at the back of curb must be a minimum 8-ft wide.
11. Fire Flow— Please provide an exhibit showing the referenced nodes.
12. FYI...The TxDOT driveway permit will need to be approved prior to any construction
activities in their right-of-way. We will approve the plans ahead of the TxDOT permit,
but it will be a conditional approval.
Reviewed by: Erika Bridges Date: 4/6/15
14100 yle
Cyb3S a b0-1- Dr\
tv,re,hi rim,30,) - bk 4121/5
ENGINEERING COMMENTS NO. 1
. Please provide a Letter of Acknowledgement and TCEQ Site Notice. A ca Co, , .
2. d
C1.2 - Water in the ditch should not sheet flow across the proposed sidewalk. Please
y/provide means for the water to go under the sidewalk.
31.2e-rtNorth of the proposed driveway, the dimension between the back of curb and the
propy line is not legible.
C1.2 - The sidewalk ramps need to line up with each other.
i ,
1.2 -The proposed curb (where the old driveway was located) should be shown.
4.1 - Show and label the existing waterline. Loucei i e, retie
C4.1 - Note 6D is not accurate since you are extending a public main for a-fife hydrant
crather than a water service.
8. 4.1 - Specify the tee or TS&V connection to the existing 12-inch waterline.
FYI...Since it is a 6-inch waterline connecting to a 12-inch, a TS&V may be specified.Z. fi.
r--,1
C4.1 - At the water/sewer crossing, ,,please add a note specifying TCEQ special
requirements. &MA ovn 1oj4io►n of ) dS) tj✓1Q.. --Cyd poe, Csc-n=4- Imo. Can-lex-t1 iC4.1 -The waterline is required to be at lest 5.5-ft from the edbe of the POE.
4.1 - The vertical scale on the profile drawing appears to be incorrect. Liz I,j I M;6`
C4.1 -The waterline should have a minimum 4-ft of cover and a maximum 5-ft of cover.
YI...The public infrastructure associated with the plat are required to be built or surety
1 . Fy
provided for it prior to the plat being scheduled for a P&Z meeting.
14. Fire Flow - The report should analyze the system with peak daily demand plus fire flow
demand.
15. Fire Flow - The maximum velocity allowed is 12 fps, whereas the report indicates that
the max velocity is 18.84 fps.
16. Fire Flow - The summary should also reference the building size that was utilized to
calculate the fire flow. (The site plan has "5093 LEFT" listed above the finished floor,
which I assumed was intended to say 5093 SF. If that is correct, then the fire flow would
actually be 2,000 gpm.)
17. Fire Flow - Please provide calculations showing how 51.9 psi at 1750 gpm was
determined.
18. Fire Flow - The report indicates that you are connecting to an existing 8-inch main
rather than a 12-inch.
Reviewed by: Erika Bridges Date: 2/25/15
M rr oC-
'� 1 � 5 rmszi,231 Clb►n + off & aff oviQs a.rcinincikco
y
-* C.O \l&A 0( est. ckvJ wi SO. CT)
.4 nt ....--Ruur ferneo- ru.k,,i_b k_ 0,90,006 tiv24414..
(2,b( ,t-,, 1 - , ,
- F Mo iw\t m. sideJAAAL r e rye i 4-forei an 1 ()c__ .
* '6cE, OU — Viip\ik -CLc't -C)1AA)
ii F et. , — 1,(6\1c Q 0C11i la+ com 4 kD nudk5 i ' eii\cla .
.r.
CITY OF COLLEGE GE STATION
Home of Texas A&M University'
MEMORANDUM
DATE: March 13, 2015
TO: Mike R. Choate, via; mchoate@susser.com
FROM: Jessica Bullock, Staff Planner
SUBJECT: DICK'S IRON DUKES ADDITION (DVPL)
Staff reviewed the above-mentioned development 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" set of civil construction documents;
Letter of Acknowledgement and TCEQ Site Notice;
Revised fire flow report;
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: Jenifer Paz, jenifer.paz@hfa-ae.com
Kerr Surveying LLC, via; louise.barker(c�suddenlinkmail.com
P&DS Project No. 15-00900015
Planning&Development Services
P.O.BOX 9960 • 1101 TEXAS AVENUE•COLLEGE STA1`ION •TEXAS •77842
TEL.979.764.3570•FAX. 979.764.3496
STAFF REVIEW COMMENTS NO. 2
Project: DICK'S IRON DUKES ADDITION (DVPL) - 15-00900015
PLANNING
1. Please see Engineering comments below from the first round. We did not receive revised
construction documents with the second submittal and these comments are still outstanding.
Reviewed by: Jessica Bullock Date: 3/12/15
ENGINEERING COMMENTS NO. 1
1. Please provide a Letter of Acknowledgement and TCEQ Site Notice.
2. C1.2 - Water in the ditch should not sheet flow across the proposed sidewalk. Please
provide means for the water to go under the sidewalk.
3. C1.2 - North of the proposed driveway, the dimension between the back of curb and the
property line is not legible.
4. C1.2 -The sidewalk ramps need to line up with each other.
5. C1.2 -The proposed curb (where the old driveway was located) should be shown.
6. C4.1 - Show and label the existing waterline.
7. C4.1 - Note 6D is not accurate since you are extending a public main for a fire hydrant
rather than a water service.
8. C4.1 - Specify the tee or TS&V connection to the existing 12-inch waterline. FYI...Since it
is a 6-inch waterline connecting to a 12-inch, a TS&V may be specified.
9. C4.1 - At the water/sewer crossing, please add a note specifying TCEQ special
requirements.
10. C4.1 -The waterline is required to be at least 5.5-ft from the edge of the PUE.
11. C4.1 - The vertical scale on the profile drawing appears to be incorrect.
12. C4.1 -The waterline should have a minimum 4-ft of cover and a maximum 5-ft of cover.
13. FYI...The public infrastructure associated with the plat are required to be built or surety
provided for it prior to the plat being scheduled for a P&Z meeting.
14. Fire Flow - The report should analyze the system with peak daily demand plus fire flow
demand.
15. Fire Flow - The maximum velocity allowed is 12 fps, whereas the report indicates that the
max velocity is 18.84 fps.
16. Fire Flow - The summary should also reference the building size that was utilized to
calculate the fire flow. (The site plan has "5093 LEFT" listed above the finished floor, which
I assumed was intended to say 5093 SF. If that is correct, then the fire flow would actually
be 2,000 gpm.)
17. Fire Flow- Please provide calculations showing how 51.9 psi at 1750 gpm was determined.
18. Fire Flow - The report indicates that you are connecting to an existing 8-inch main rather
than a 12-inch.
Reviewed by: Erika Bridges Date: 3/12/15
` FOR OFFICE USE ONLY
CASE NO.. D,/c- 2-01S-61000Is
DATE SUBMITTED: 04/ I Lc'115
TIME: '
CITY OF COLLEGF,STATION n
Home ofTexasAd'M University' STAFF: 1\3 -
PLANNING & DEVELOPMENT SERVICES
TRANSMITTAL LETTER
Please check one of the options below to clearly define the purpose of your submittal.
❑ New Project Submittal
• Incomplete Project Submittal -documents needed to complete an application. Case No.:
Existing Project Submittal. Case No.: 1� c1 oc
Project Name Q I L K S 'n v r) D u,kfA d V PL..)
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
Final Plat ❑ Development Exaction Appeal
❑ Development Plat E FEMA CLOMA/CLOMR/LOMA/LOMR
n Site Plan Grading Plan
n Special District Site Plan LJ Other- Please specify below
❑ Special District Building /Sign
❑ 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 LJ Sewerline Construction Documents
• TxDOT Utility Permit I Street Construction Documents
n Drainage Letter or Report ❑ Easement Application
❑ Fire Flow Analysis n Other- Please specify
Special Instructions:
10/10 Print Form
HF
11 i HARRISON FRENCH
LETTER OF TRANSMITTAL
To: Planning& Development Services Date: April 16,2015
City of College Station Project No: 10-15-00008
1101 Texas Avenue Project: Stripes Convenience Store#2468
College Station,TX 77840
CSTX Project No. 15-9000015
Attn: Erika Bridges
Subject: Dick's Iron Dukes Addition
Development Plat
Please find the following items for your use with the above referenced project. If you have any questions
or need additional information,please contact me.
Copies Description
1 Response Letter
1 Cost Estimate
1 Letter of Acknowledgement
I Fire Flow Report
1 Construction Documents
If enclosures are not as noted,please notify our office immediately.
Sincerely,
Jenifer Paz
Project Manager I
713-702-0987
ienfifer.pazt hfa-ae.com
1705 S Walton Blvd,Suite 3 www.hfa-ae.com Phone:479-273-7780
Bentonville,AR 72712 Fax 888-520-9685
HFA HARRISONFRENCH
ti' # ' 1 t` Si ,.1. i" RESPONSE LETTER Page I 1
Code Comment Response 2
Project: Stripes Convenience Store#2468
Project Address: 13601 FM 2154
College Station, TX 77845
Date: 04-10-2015
These revisions form a part of the Contract Documents and modify or interpret the previous
Drawings dated 3/26/2015 to include these revisions and responses as noted below
STAFF REVIEW COMMENTS NO. 1
Comment#1: Please provide a letter of acknowledgement and TCEQ Site Notice. Also, please provide
a revised cost estimate.
Response: Letter of acknowledgement and cost estimate are provided. TCEQ site notice will
be provided once contractor is awarded per conversation with the City.
Comment#2: C1.2 —Water in the ditch should not sheet flow across the proposed sidewalk. Please
provide means for the water to go under the sidewalk.
Response: Per conversation with the City;current grades are not showing water going into ditch
along Wellborn. The water is sheet flowing over the curbing. No sidewalk chase will
be necessary.
Comment#3: C4.1—Show and label the existing waterline.
Response: The existing water line has now been showed and labeled.
Comment#4: C4.1—Specify the tee or TS&V connection to the existing 12-inch waterline. FYI...Since
it is a 6-inch waterline connecting to a 12-inch, a TS&V may be specified. Since an 8-
inch waterline is required to meet velocity requirements, a tee and valve will need to
be cut in to the 12-inch waterline.
Response: We have specified the TS&V and called this out using the city detail W1-02 on figure
Wi. We have removed the TS&V and added a valve on both the existing 12" line as
well as a valve on the proposed 8"line and an 8"X12"Tee as requested by the city.
Comment#5: C4.1 — At the water/sewer crossing, please add a note specifying TCEQ special
requirements. It looks like the bend will need to be shifted over in order to be able to
center a joint of water pipe over the sanitary sewer line.
Response: The proposed 8"water line has been adjusted as requested by the city.
Comment#6: C4.1—The vertical scale on the profile drawing appears to be incorrect. It appears that
the vertical scale is actually 1"-5'
Response: We apologize after we printed full size we realized the vertical scale is actually 1"=4'.
This is now called out accurately on the water line profile.
809 Southwest A Street, Suite 201 Bentonville,Arkansas 72712 Phone 479.273.7780 Fax 479.273.9436
www.hfa-ae.com
• T-1hh
HAR�RISO N FR ENCH
"< c} ( 1 1 t. I C` 1 RESPONSE LETTER Page 2
Comment#7: FYI...The public infrastructure associated with the plat are required to be built or surety
provided for it prior to the plat being scheduled for a P&Z meeting.
Response: Noted.
Comment#8: Fire Flow —The summary should also reference the building size that was utilized to
calculate the fire flow. (The site plan has "5093 LEFT" listed above the finished floor,
which I assumed was intended to say 5093 SF. If that is correct, then the fire flow
would actually be 2,000 gpm.) Based on the building size of 4840 s.t. and type Vt3
material type referenced in the report, the required fire flow is 2,000 gpm and 2 fire
hydrants. Please revise report.
Response: Report has been revised. The building falls under the 4800sf threshold so no
additional hydrant will be required.
Comment#9: C1.2 — Please include SW3 standard details on this sheet since the ramps will neet to
conform to those details. (FYI...There are some details shown on this sheet that may be
removed if they are not applicable.)
Response: We have now added the SW3 standard details on this sheet.
Comment#10: C1.2 — The portion of sidewalk located at the back of curb must be a minimum 8-ft
wide.
Response: This portion of the sidewalk is now 8'.
Comment#11: Fire flow—Please provide an exhibit showing the referenced nodes.
Response: An exhibit featuring the nodes has been provided in the report.
Comment#12: FYI - The TxDOT driveway permit will need to be approved prior to any construction
activities in their right-of-way. We will approve the plans ahead of the TxDOT permit,
but it wi!! be a conditional approval.
Response: Noted.
809 Southwest A Street, Suite 201 Bentonville, Arkansas 72712 Phone 479.273.7780 Fax 479.273.9436
www.hfa-ae.com
(1111111V141114111'4"
CITY OF COLLEGE STVI'ION
Home of Texas A&M University"
MEMORANDUM
DATE: February 26, 2015
TO: Mike R. Choate, via; mchoate susser.com
FROM: Jessica Bullock, Staff Planner
SUBJECT: DICK'S IRON DUKES ADDITION (DVPL)
Staff reviewed the above-mentioned development 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 development plat;
One (1) 24"x36" set of civil construction documents;
Letter of Acknowledgement and TCEQ Site Notice;
Revised fire flow report;
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.q ov/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: Kerr Surveying LLC, via; louise.b =asuddenlinkmail.com
P&DS Project No. 15-00900015
Planning&Development Services
P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION • 1 E_XAS •77842
TEL.979.764.3570 •FAX. 979.764.3496
STAFF REVIEW COMMENTS NO. 1
Project: Dick's Iron Dukes Addition (DVPL) (15-00900015)
PLANNING
• 1. Please add the blanket easements to the development plat under notes.
2. Please remove "Certificate of City Planner".
3. Revise title block to include "Final Plat being a Development Plat of Dick's Iron Dukes
Addition".
4. Remove 15' label for landscape easement and just maintain the PUE label.
5. 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.
6. Please note that you may be required to submit paid tax certificates if they are not current
prior to the filing of your plat.
Reviewed by: Jessica Bullock Date: February 25, 2015
ENGINEERING COMMENTS NO. 1
1. Please provide a Letter of Acknowledgement and TCEQ Site Notice.
2. C1.2 - Water in the ditch should not sheet flow across the proposed sidewalk. Please
provide means for the water to go under the sidewalk.
3. C1.2 - North of the proposed driveway, the dimension between the back of curb and the
property line is not legible.
4. C1.2 -The sidewalk ramps need to line up with each other.
5. C1.2 -The proposed curb (where the old driveway was located) should be shown.
6. C4.1 - Show and label the existing waterline.
7. C4.1 - Note 6D is not accurate since you are extending a public main for a fire hydrant
rather than a water service.
8. C4.1 - Specify the tee or TS&V connection to the existing 12-inch waterline. FYI...Since it
is a 6-inch waterline connecting to a 12-inch, a TS&V may be specified.
9. C4.1 - At the water/sewer crossing, please add a note specifying TCEQ special
requirements.
10. C4.1 -The waterline is required to be at least 5.5-ft from the edge of the PUE.
11. C4.1 -The vertical scale on the profile drawing appears to be incorrect.
12. C4.1 -The waterline should have a minimum 4-ft of cover and a maximum 5-ft of cover.
13. FYI...The public infrastructure associated with the plat are required to be built or surety
provided for it prior to the plat being scheduled for a P&Z meeting.
14. Fire Flow - The report should analyze the system with peak daily demand plus fire flow
demand.
15. Fire Flow - The maximum velocity allowed is 12 fps, whereas the report indicates that the
max velocity is 18.84 fps.
16. Fire Flow - The summary should also reference the building size that was utilized to
calculate the fire flow. (The site plan has "5093 LEFT" listed above the finished floor, which
I assumed was intended to say 5093 SF. If that is correct, then the fire flow would actually
be 2,000 gpm.)
17. Fire Flow- Please provide calculations showing how 51.9 psi at 1750 gpm was determined.
18. Fire Flow - The report indicates that you are connecting to an existing 8-inch main rather
than a 12-inch.
Reviewed by: Erika Bridges Date: February 25, 2015
SANITATION
1. Sanitation is ok with this project.
Reviewed by: Wally Urrutia Date: February 9, 2015
4-Aff'
CITY OF COLLEGE STATION
Home of Texas A&M University"
c-Th
MEMORANDUM
DATE: February 4, 2015
TO: Mike R. Choate, via; mchoate@a,susser.com V
FROM: Jessica Bullock, Staff Planner
SUBJECT: DICK'S IRON DUKES ADDITION (DVPL)
•
Thank you for the submittal of the required documents for your Development Plat application.
Erika Bridges, Graduate Engineer II, 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 Wednesday, February 18, 2015. If you have questions in the meantime, please feel free
to contact us.
PC: Kerr Surveying LLC, via; louise.barker@suddenlinkmail.com I�
P&DS Project No. 15-00900015
Planning e`Development Services
P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77841
TRT 070 74,A ZS71 .FAY 070 7AA A49A
*06.- (frifeallS-'41111110i
CITY OF COLLEGE STATION
Home of Texas A&M University*
MEMORANDUM
DATE: January 16, 2015
TO: Mike R. Choate, via; mchoate a@susser.com
FROM: Jason Schubert, AICP Principal Planner
SUBJECT: DICK'S IRON DUKES ADDITION (DVPL)
I reviewed the above-mentioned Development Plat application and determined it to be
incomplete. The following is the preliminary list of items needed to complete the submittal.
Please submit the following information so this application can be forwarded for review:
$600 Development Permit application fee;
Construction documents for the sidewalk along Wellborn Road with engineer's
cost estimate; and
Water analysis/fire flow report for the tract.
Please be aware that if this application is not completed before Monday, March 2, 2015, it will
expire and a new application and fees will be necessary to continue the platting process.
If you have questions or need additional information regarding the above-listed engineering
documents, please contact Carol Cotter, Assistant City Engineer, at 979.764.3570. If you have
other questions, please also feel free to contact me at 979.764.3570
PC: Kerr Surveying LLC, via; louise.barker@suddenlinkmail.com
P&DS Project No. 15-00900015
Planning d'Development Services
P.O.BOX 9960 • 1101 TEXAS AVENUE •C:OLLEGE STATION•TEXAS •77842
Try [17(1 7!_i. 2G,t1 _EAV 1170 7/. 2 404