HomeMy WebLinkAboutApplication (11-95) COMPLETENESS WORKFLOW
[ edger (MA) 0 Neighborhood Park Zone No. '" (MT)
Create and Attach Address (MA) TIA's (JG)
El New Development List (CC) ❑ Completeness Review (MH)
M &B Closure (MT) ❑ emo to Applicant (CC)
2- SAM / Aerial (MT) 1, [ /reenwa y s (VG)
� Impact Fee Area � _ (MT) Scan Application (MA)
El Community Park Zone No. (MT) ❑ Bin Assignment (MA)
PROJECT MANAGER
TREES
Final Plats (SF or Townhome): Are trees required for this plat? Yes No
SIDEWALKS:
Plans / Plats (Sidewalk Fund): Are sidewalk fees required? Yes No
Sidewalk Zone no.: $5/ sq. ft. X sq. ft. = $ Total Amt. Due
PARKLAND DEDICATION: NIA
Neighborhood Park: Zone Fee per Lot $ Total $
'Acquisition Costs Fee: $ No. of Lots/Units: Single - family Multi- family
Development Costs Fee: $ No. of Lots /Units: Single- family - Multi - family
Community Park: Zone Fee per Lot $ _ Total $
Acquisition Costs] Fee: $ No. of Lots /Units: Single- family Multi- family
[Development Costs Fee: $ No. of Lots /Units: Single- family Multi - family
Total Parkland Fees Due: $ MR Fees in Naviline (Initial): NMp
PROJECT STATUS
(Please provide action taken and date)
Action Date
Staff:
CC:
P &Z:
ZBA:
DRB:
LC:
Notes:
Project Complete (Initials):
FINAL PLAT RECORDATION
Tax Certificate E AutoCad File ❑ Outstanding Fees Addresses
[Project Archived by 'Lt + , ( - t
Date: T`
0 or Coi.1.H(a: S'rm ION
Nome of &sm Ac M Unioenity'
DEVELOPMENT PERMIT APPLICATION
MINIMUM SUBMITTAL REQUIREMENTS:
$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 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).
Date of Optional Preapplication or Stormwater Management Conference
SPECIAL FLOOD HAZARD AREA? ❑x Yes ❑ No
(Zone A or Zone AE on FEMA FIRM panels)
NAME OF PROJECT Panera Bread
ADDRESS University Drive E, College Station, TX (R349772)
LEGAL DESCRIPTION (Lot, Block, Subdivision) The Gateway Ph. 3 - Lot 3B, Blk 1, and University Park Ph. 2, Blk Y
APPLICANT / PROJECT MANAGER'S INFORMATION (Primary contact for the project):
Name David Scarmardo - JBS Gateway LLC E -mail david @scarmardofoods.com
Street Address 1289 N. Harvey Mitchell Pkwy
City Bryan State TX Zip Code 77803
Phone Number 979-778-7209 Fax Number 979-822 -1763
PROPERTY OWNER'S INFORMATION:
Name David Scarmardo - JBS Gateway LLC
Street Address 1289 N. Harvey Mitchell Parkway
Citv Bryan
Phone Number 979 - 779 -7209
FOR
CASE NO.: .
DATE SUBN
TIME: J
STAFF:
E -mail david @scarmardofoods.com
State TX Zip Code 77803
Fax Number 979-822 -1763
ARCHITECT OR ENGINEER'S INFORMATION:
Name Kling Engineering and Survery
Street Address 4101 S. Texas Ave. Suite A
City Bryan
Phone Number 979-846 -6212
E -mail stewart @klingeng.com
State TX Zip Code 7
Fax Number 979-846 -8252
10110 Page 1 of 4
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 NO] 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 (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 AK9 CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR
THE DEVELOP NT PER APPLI ATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
A
c0 /a/ //I
Propert er(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. 1 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., Project 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 all applicable codes and ordinances
of the City of College Station and ederal Regulations.
4. I, THE ENGINEER, AGREE T HAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS
FOR THE DEVEIWPMENT A� PL�I IAN, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
Engineer
o(
Date
1ono
Page 2 of 4
Y '
The following CERTIFICATIONS apply to development in Special Flood Hazard Areas.
Required for Site Plans, Final Plats, Construction Plans, Fill / Grading Permits, and Clearing Only
Permits:*
A. I,
certify, as demonstrated in the attached drainage study, that the
alterations or development covered by this permit, shall not:
(i) increase the Base Flood elevation;
(ii) create additional areas of Special Flood Hazard Area;
(iii) decrease the conveyance capacity to that part of the Special Flood Hazard Area that is not in the floodway
and where the velocity of flow in the Base Flood event is greater than one foot per second. This area can
also be approximated to be either areas within 100 feet of the boundary of the regulatory floodway or
areas where the depth of from the BFE to natural ground is 18 inches or greater;
(iv) reduce the Base Flood water storage volume to the part of the Special Flood Hazard Area that is beyond
the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than
one foot per second without acceptable compensation as set forth in the City of College Station Code of
Ordinances, Chapter 13 concerning encroachment into the Special Flood Hazard Area; nor
(v) increase Base Flood velocities.
beyond those areas exempted by ordinance in Section 5.11.3a of Chapter 13 Code of Ordinances.
Engineer
Date
Ini'
If a platting- status exemption to this requirement is asserted, provide written justification under separate
letter in lieu of certification.
Required for Site Plans, Final Plats,
B. I, /74qZaC> M . kA-�,.rA3
(i) that any nonresidential or multi - family
designed to prevenWamage to the str
Engineer
7221
Additional certification for Floodway Encroachments:
Fill / Grading Permits:
K be on this site as part of this application is
a 9sult of flooding from the 100 -year storm.
C. I, , certify that the construction, improvement, or fill covered by this
permit shall not increase the base flood elevation. I will apply for a variance to the Zoning Board of Adjustments.
Engineer
Date
10/10 Page 3 of 4
Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate
required).
Residential Structures:
D. I, , certify that all new construction or any substantial improvement
of any residential structure shall have the lowest floor, including all utilities, ductwork and any basement, at an
elevation at least one foot above the Base Flood Elevation. Required Elevation Certificates will be provided with
elevations certified during construction (forms at slab pre -pour) and post construction.
Engineer / Surveyor
Date
Commercial Structures:
E. I, / [211416
of any commercial, industrial, or other non -i
utilities, ductwork and basements, elevated
97221
Engineer / Surveyor
OR
or any substantial improvement
gned to have the lowest floor, including all
Base Flood Elevation
I, , certify that the structure with its attendant utility, ductwork,
basement and sanitary facilities is designed to be flood - proofed so that the structure and utilities, ductwork,
basement and sanitary facilities are designed to be watertight and impermeable to the intrusion of water in all
areas below the Base Flood Elevation, and shall resist the structural loads and buoyancy effects from the
hydrostatic and hydrodynamic conditions.
Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre -
pour) and post construction.
Engineer/ Surveyor
Date
Conditions or comments as part of approval:
Print Form
10/10 Page 4 of 4