HomeMy WebLinkAboutMISSING Barron Crossing Final Plat App��
CITY OP COLLGGP.. STATION
Hame ofTeznr AdM Univerrity°
FINAL PLAT APPLICATION
FOR OFFICE USE ONLY
CASE NO.: �—��-s��
DATE SUBMITTED: I
TIME: (J�
STAFF:
(Check one) ❑Minor ❑Amending �X Final ❑Vacating ❑ Replat
($700) ($700) ($932) ($932) ($932)
Is this plat in the ETJ? � Yes ❑ No Is this plat Commercial � or Residential
MINIMUM SUBMITTAL REQUIREMENTS:
❑X $700-$932 Final Plat Application Fee (see above).
$233 Waiver Request to Subdivision Regulations Fee (if applicable).
❑X $600 (minimum) Development Permit Application /Public Infrastructure Review and Inspection Fee. Fee is
1 % of acceptable Engineer's Estimate for public infrastructure, $600 minimum (if fee is > $600, the balance is
due prior to the issuance of any plans or development permit).
❑x Application completed in full. This application form provided by the City of College Station must be used and
may not be adjusted or altered. Please attach pages if additional information is provided.
Ox Fourteen (14) folded copies of plat. (A signed mylar original must be submitted after approval.)
OX Two (2) copies of the grading, drainage, and erosion control plans with supporting drainage report.
❑X Two (2) copies of the Public infrastructure plans and supporting documents (if applicable).
Copy of original deed restrictions/covenants for replats (if applicable).
❑X Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate
current within ninety (90) days. The report must include applicable information such as ownership, liens,
encumbrances, etc.
QX Paid tax certificates from City of College Station, Brazos County and College Station I.S.D.
❑X The attached Final Plat checklist with all items checked off or a brief explanation as to why they are not.
NOTE: A mylar of the approved preliminary plan must be on file before a final plat application will be considered
complete. If the mylar is submitted with the final plat application, it shall be considered a submittal for the
preliminary plan project and processed and reviewed as such. Until the mylar has been confirmed by staff
to be correct, the final plat application will be considered incomplete.
Date of Optional Preapplication or Stormwater Management Conference
NAME OF PROJECT Barron Crossing
ADDRESS
SPECIFIED LOCATION OF PROPOSED PLAT:
The project is located between William D. Fitch Parkway and Barron Cut-off Road.
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project):
BCS Develo ment Co. E-mail drench@stylecraftbuilders.com
Name p
Street Address 4090 State Highway 6 South
City College Station
Phone Number 979-690-1222
State Texas
Zip Code 77845
Fax Number 979-690-0348
1/11 Page 1 of 9
PROPERTY OWNER'S INFORMATION (All owners must be identified. Please attach an additional sheet for multiple
owners):
Name BCS Development Co. E-mail drench@stylecraftbuilders.com
Street Address 4090 State Highway 6 South
Citv College Station
Phone Number 979-690-1222
State Texas Zip Code 77845
Fax Number 979-690-0348
ARCHITECT OR ENGINEER'S INFORMATION:
Name J. Dale Browne, Jr., P.E. /McClure &Browne Engr./Sure., Inc.
Street Address 1008 Woodcreek Drive, Suite 103
City College Station
Phone Number 979-693-3838
State Texas
E-mail daleb@mcclurebrowne.com
Fax Number
Zip Code 77845
979-693-2554
Do any deed restrictions or covenants exist for this property? ❑Yes ❑x No
Is there a temporary blanket easement on this property? If so, please provide the Volume and Page No.
Total Acreage 13.404
Existing Use Undeveloped
Total No. of Lots 79 R-O-W Acreage 2.945
Number of Lots By Zoning District 79 / PDD
Proposed Use Single Family Residential -Commercial
/ /
Average Acreage Of Each Residential Lot By Zoning District:
0.067 1 PDD /
Floodplain Acreage None
Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? r" Yes (x No
information is necessary to help staff identify the appropriate standards to review the application and will be used b
determine if the application qualifies for vesting to a previous ordinance. Notwithstanding any assertion made,
nq is limited to that which is provided in Chapter 2.45 of the Texas Local Government Code or other applicable law.
Is this application a continuation of a project that has received prior City platting approvals) and you are requesting the
application be reviewed under previous ordinance as applicable?
j— Yes
jX No
If yes, provide information regarding the first approved application and any related subsequent applications (provide
additional sheets if necessary):
Project Name:
City Project Number (if known):
Date / Timeframe when submitted:
1/11 Page 2 of 9
A statement addressing any differences between the Final Plat and Preliminary Plan
waiver to subdivision regulations and reason for same
Regarding the waiver request, explain how:
1. There are special circumstances or conditions affecting the land involved such that strict application of the
subdivision regulations will deprive the applicant of the reasonable use of his land.
2. The waiver is necessary for the preservation and enjoyment of a substantial property right of the applicant.
3.
The granting of the
waiver will not
be detnmentai to cne puouc neaicn, sarery, or weudiG, �� ���t���w�
�� ������
orooerty in the area,
or to the City in
administering subdivision regulations.
4. The granting of the waiver will not have the effect of preventing the orderly subdivision of other land in the area in
�����rian�A with the nrnvisigns of the Unified Development Ordinance.
Fee in lieu of sidewalk construction is being requested because of the following condition (if applicable):
1. (— An alternative pedestrian way or multi -use path has been or will be provided outside the right-of-way;
2. j— The presence of unique or unusual topographic, vegetative, or other natural conditions exist so that strict
adherence to the sidewalk requirements of the UDO is not physically feasible or is not in keeping with the
purposes and goals of the UDO or the City's comprehensive Plan;
3. (— A capital improvement project is imminent that will include construction of the required sidewalk. Imminent shall
mean the project is funded or projected to commence within twelve (12) months;
4. (— Existing streets constructed to rural section that are not identified on the Thoroughfare Plan with an estate /
rural context;
5, [— When a sidewalk is required along a street where amulti-use path is shown on the Bicycle, Pedestrian, and
Greenways Master Plan;
1/11 Page 3 of 9
6. � The proposed development is within an older residential subdivision meeting the criteria in Platting and
Replatting within Older Residential Subdivisions Section of the UDO; or
7. r The proposed development contains frontage on a Freeway /Expressway as designated by Map 6.6,
Thoroughfare Plan -Functional Classification, in the City's Comprehensive Plan.
Detailed explanation of condition identified above:
NOTE: A waiver to the sidewalk requirements and fee in lieu of sidewalk construction shall not be considered at the
same time by the Planning &Zoning Commission.
Requested Oversize Participation
Total Linear Footage of
Proposed Public:
1420
Streets
2456
Sidewalks
2595
Sanitary Sewer Lines
1729
Water Lines
193
Channels
1486
Storm Sewers
0
Bike Lanes /Paths
Parkland Dedication due prior to filing the Final Plat:
ACREAGE:
0
No.
of acres
to
be dedicated + $ development fee
0
_ No.
of acres
in
floodplain
0
No.
of acres
in
detention
0
No.
of acres
in
greenways
OR
FEE IN LIEU OF LAND:
78 No. of SF Dwelling Units X $ 1261 = $
98,350.00
(date) Approved by Parks &Recreation Advisory Board
NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING.
The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are
true, correct, and complete. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE
PROPERTY, this application must be accompanied by a power of attorney statement from the owner. If there is more
than one owner, all owners must sign the application or the power of attorney. If the owner is a company, the application
must be accompanied by proof of authority for the company's representative to sign the application on its behalf. LIEN
HOLDERS identified in the title report are also considered owners and the appropriate signatures must be provided as
described above.
r
.�-
Signa r
I(�zl�2vi4
Date —r
Page 4 of 9
CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT
Owner Certification:
1. No work of any kind may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re -issued.
4. Development shall not be used or occupied until a Certificate of Occupancy is issued.
5. The permit will expire if no significant work is progressing within 24 months of issuance.
6. Other permits may be required to fulfill local, state, and federal requirements. Owner will obtain or show
compliance with all necessary State and Federal Permits prior to construction including NOI and SWPPP.
7. If required, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre -
pour) and post construction.
8. Owner hereby gives consent to City representatives to make reasonable inspections required to verify
compliance.
9. If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be
designed and constructed first in the construction sequence of the project.
10. 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. All development shall be in accordance with the plans and specifications submitted to
and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the
City of College Station shall apply.
11. The information and conclusions contained in the attached plans and supporting documents will comply with the
current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified
Design Guidelines Technical Specifications, and Standard Details. All development has been designed in
accordance with all applicable codes and ordinances of the City of College Station and State and Federal
Regulations.
12. Release of plans to {ZiCCL.(2/�.� � �I�IaiJE (name or firm) is authorized for bidding purposes
only. I understand that final approval and release of plans and development for construction is contingent on
contractor signature on approved Development Permit.
13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR
THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
ACCURA
•P- _ �Zli2old- _
Prop y n r(s) Date
Engineer Certification:
1. The project has been designed to ensure that stormwater mitigation, including detention ponds, proposed as part
of the project will be constructed first in the construction sequence.
2. I will obtain or can show compliance with all necessary Local, State and Federal Permits prior to construction
including NOI and SWPPP. Design will not preclude compliance with TPDES: i.e., projects over 10 acres may
require a sedimentation basin.
3. The information and conclusions contained in the attached plans and supporting documents comply with the
current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified
Design Guidelines. All development has been designed in accordance with aII applicable codes and ordinances
of the City of College Station and State and Federal Regulations.
4. I, THE ENGINEER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS
FOR THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
ACCURATE.
gineer Date
1111 Page 5 of 9
V
McCLURE
&
BROWNE ENGINEERING/SURVEYING,
INC.
1008 Woodcreek Dr.,
Suite
103 � College Station, Tx. 77845 � (979) 693-3838 Engineer Reg.
No. F-458
Survey Reg. No.
101033-00
November 21, 2014
City of College Station
P.O. Box 9960
College Station, Texas 77842
Re.: LETTER ACKNOWLEDGING
Barron Crossing
MBESI No. 10530027
Dear City Engineer:
CITY STANDARDS
The purpose of this letter is to acknowledge that the construction plans for the street, drainage,
water, sidewalk, and sanitary sewer for the above -referenced project, to the best of my
knowledge, do not deviate from the B/CS Design Guideline Manual with the exception of the
following:
Sewer Line SE-1 (8" sewer line) needs to be placed at 0.33% grade (TCEQ minimum
slope) from Manhole (MH) 1.1 and MH 1.2 and sewer line SE-2 (6" sewer line) needs to
be place at 0.50% grade (TCEQ minimum slope) from MH 1.2 to MH 2.1 to have
adequate clearance under the storm sewer line SD-1 (60" RCP.) Numerous alternatives
were looked at before the decision was made to place the lines at TCEQ minimum
slopes. Because these lines are at the lower end of the system where more flow will be
going through the system, the placement of these two sections of sewer line at TCEQ
minimum slope would not be an issue.
Also, there are a couple of instances where the pipe crowns in the storm drainage
system could not be match due to grading issues. At these location, not having the
matching crowns does not impact the capacity of the storm drainage system.
I also
acknowledge, to the best
of my knowledge, that
the details provided in the construction
plans
are in accordance with the
Bryan/College Station
Standard Details.
Sincerely �� /i5�;::° �:�as1�
J. DALE BROWNE, JR.
J. Dale Browne, Jr., P.E.I/ ��jq9 _e81890�.;�e
SEWER SYSTEM REPORT
For
BARRON CROSSING S�
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UBDIVISION
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PREPARED FOR:
SCS DEVELOPMENT CO.
4090 S.H. 6 SouTx
COLLEGE STATION, TEXAS 77845
J•DALE BROWNE, JR.
q.���81890 ��,;$
November 7, 2014
MBESI No.10530027
V(cCLURE & BROWnE Ei�GI'�EERLNG/5tiRVEYING, iNC.
1008 Woodcreek Dr, Suite 103
-College Station, Tx. 77845
� (979) 693-3838
Engineer
Reg.
No. F-458
Survey Reg.
No.
101033-00
SEWER SYSTEM ANALYSIS
BARRON CROSSING SUBDIVISION
General Information
Area encompassed by this phase: 13.404 acres
Anticipated land use: Single Family Residential Townhomes and Commercial
Development
Anticipated number of lots.• 78 Residential Lots
1 Commercial Lot (4.6 acres)
1 Commercial Lot (2.2 acres)
Notes on surrounding development.• The area south of the site is currently under development, east of
the site is William D. Fitch Parkway, W. S. Phillips Parkway is
being constructed west of the site and north of the site is a single
undeveloped commercial lot.
Sewer System Analysis
General Note: This sewer system will drain to the existing 18"/15" line that runs along Spring
Creek. The proposed sewer system will collect wastewater from the residential
lots and commercial lots within development as well as the single undeveloped
commercial lot north of the project.
Primary outfall line: Existing 15" near the southwest corner of the subject property.
Software model: Microsoft EXCEL Spreadsheet based on Manning's Equation
Average daily flow: Residential Lots: 267 gpd per lot
Commercial Lots: 6,000 g.p.d. per acres (85%return on water useage)
Peaking factor: 4.0
Pipe Material: ASTM DD3034, SDR 26 PVC
Manning'sNvalue.• 0.013
Deviation from BCS
Design Guidelines: To obtain adequate clearance under the proposed storm sewer and due to grade
issues between the storm sewer, water line and sanitary sewer, the proposed 8"
sewer line between Manhole (MH) 1.1 and MH 1.2 has been designed with a
minimum slope of 0.33% and the proposed 6" sewer line between MH 1.2 and
MH 2.1 has been designed with a minimum slope of 0.50% as per TCEQ
minimum requirements.
Spreadsheet Notes: The spreadsheet in Exhibit B computes the minimum slope of the lines needed to
carry water at 2.5 feet per second or faster. If that slope is less than the minimum
slope required by the Cities of Bryan and College Station, the calculated slope
value appears in red and indicates that the line has adequate capacity even when
laid on the minimum slope
Barron Crossing Subdivision Page 1 of 2 MBESI No. 10530027
Conclusion: All of the lines in the spreadsheet on Exhibit B have computed slopes (i.e.
Manning Friction Slope Peak Flows) that are less than the minimum
required by the City of College Station. Therefore, we conclude that the
lines are adequately sized and will easily carry the sewage flows that are
expected to pass through them.
Applicable Exhibits:
Exhibit "A" Schematic Sewer System Layout
Exhibit "B" Sewer Model Spreadsheet
Barron Crossing Subdivision Page 2 of 2 MBESI No. 10530027
- - - BARRON ROAD
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FIGURE "A"
SEWER SYSTEM ANALYSIS MODEL
BARRON CROSS/NG SUBD/t//S/ON
®
COLLEGE STAT/ON, BR4ZOS COUNTY, TEXAS
November 7, 2014
SCALE: i" = 300'
0
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600' McCLURE & BROWNE ENG/NEER/NG/SURvfY/NG, /NC.
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