HomeMy WebLinkAboutDP Folder,,,,,, -~--~~~=::::i:::...-------CITY OF CollEGE STATION~--------------..,-~ Home o'Tt:xas A&M University" ;;JCLF 'J 77"'*--.,,.a =
MEMORANDUM
DATE: October 20, 2014
TO: Clint Cooper, via ; ccooper@caldwellcos.com
FROM: Erika Bridges, Graduate Engineer
SUBJECT: MISSION RANCH PHASE 1 (DP)
ENGINEERING COMMENTS NO. 1
1. Please provide a drainage report and overall grading plan. FYI. .. We will not be
able to stamp street plan and profile drawings for a Clearing & Grading
Development Permit.
2. A revised preliminary plan showing the street connection conditioned by P&Z
needs to be provided.
3. Please make the following revisions to the Erosion Control Plan:
• Add additional silt fence downstream of the intersection of Cooper Ct. &
Comal Ridge Dr.
• Add additional silt fence downstream of Bowie Bend.
• You may want to remove redundant silt fencing (i.e . downstream of Haskell
Hollow, Crosby Creek, etc.).
4. FYI ... Based on the application, we will be able to issue a Development Permit for
Clearing & Grading only. The final plat and complete construction plans and
documents will need to be submitted and reviewed for the full Development
Permit. There may be a significant gap in time between Development Permit
approvals, which may cause the contractor to have to mobilize twice.
Reviewed by: Erika Bridges
PC : Jeff Robertson , via; jeffr@mcclurebrowne.com
P&DS Project No. 14-00900247
Pla11ni11g & Development Services
Date: 10/17/14
P.O. BOX 9960 • l 10l 11~XAS AVENUE · COLLEGE STATION· TEXAS · 77842
TEL. 979 764.3570 ·FAX. 979.764.3496
cst>t.gov/devservices
FOR OFFICE USE ONQ
CASE NO.: IY - 2 '-\ _l
C ITY OF C OLL.EGE STATION
Home o/Texas A&M University"
DATE SUBMITTED: 01 {Q.Y I I 4
TIME: Q ~oo
STAFF:/fI ,__-+----------
DEVELOPMENT PERMIT APPLICATION
MINIMUM SUBMITTAL REQUIREMENTS:
~ $600 (m inimum) Development Permit Application I Public Infrastructure Review and Inspection Fee . Fee is 1 % of
acceptable Engineer's Estimate for public infrastructure, $600 minimum (if fee is > $600, the balance is due prior
) to the issuance of any plans or development permit).
<E-~ Two (2) copies of the grading, drainage, and erosion control plans with supporting drainage report.
D Two (2) copies of the Public infrastructure plans and supporting documents (if applicable).
l-S\~
Date of Optional Preapplication or Stormwater Management Conference
SPECIAL FLOOD HAZARD AREA? 0 Yes 'igj No
(Zone A or Zone AE on FEMA FIRM ~nels)
NAME OF PROJECT /VI ;-s~·IOi\ KAY\t'./~ 0\1¥::.€---\
ADDRESS
LEGAL DESCRIPTION (Lot, Block, Subdivision) (O( -1 kf'C ~ t11 l .,,f' j~.;, &v..i\,._ 5\Jit.Vtj n-(11) ~f'/w{;J 5uMff
S!Ne~ 4-7 APPLICANT I PRC?JECT MANAGER'~ l,NFORMATION (Primary contact for the project): --!. 1 / I
Name ~r..+--~er (~ ff'A1·~6 1)C<5 LP) E-mail Q(07(.f"@.CA~vftep~ ·("11/\
Street Address l?oo gdr::.C1.N~ fl~y 51-e lfo
City C !le9e ~+,cir' State -fx. Zip Code 77~'f!:'
Phone Number 1bo -7o00 Fax Number
PROPERTY OWNER'S INFORMATION:
Name -Same a6 ~~ltcM-f E-mail ____________ _
Street Address
City State 'f >< Zip Code -,,.glf, --'----------
Phone Number Fax Number
ARCHITECT OR E~GINEER'S IN ORMATION:
Name e.(:C ~\oaf~o \ t,..({ e ~t'()WJ\ ~ ffa' 1Mer1~J E-mail
Street Address /co$ lJeJe~eek-:
City G lt~je 9'rfiof\. State _-r-__cl>< ______ Zip Code
Phone Number 911...-i,q 5_,-~{;<6 Fax Number
Jefrr ~Mu /vie bh>wlle .Co>-"'\
17~:.fS-
10/10 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 issu~mce.
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 (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
ACCURATE. Q Pro~e:csi£ 0Jq·li
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 all 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
ACCU TE.
Engi
Revised 4/14 Page 5 of 9
The following CERTIFICATIONS apply to development in Special Flood Hazard Areas.
Required for Site Plans, Final Plats, Construction Plans, Fill /Grading Permits, and Cleari ng Only
Permits:*
A. I, certify, as demonstrated in the attached drainage study, that the
alterations or development covered by th is 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.
::~ir~a: P//==ord;nanoo ;n Sedon 511 3:~~ ;•r 13 Code of Ord;nanoos
Initial
D * 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, Construction Plans, and Fill /Grading Permits:
B. I, , certify to the following:
(i) that any nonresidential or multi-family structure on or proposed to be on this site as part of this application is
designed to prevent damage to the structure or its contents as a result of flooding from the 100-year storm.
Engineer Date
Additional certification for Floodway Encroachments:
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 I Surveyor Date
Commercial Structures:
E. I, , certify that all new construction or any substantial improvement
of any commercial, industrial, or other non-residential structure are designed to have the lowest floor, including all
utilities, ductwork and basements, elevated at least one foot above the Base Flood Elevation
Engineer I Surveyor Date
OR
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 I Surveyor Date
Conditions or comments as part of approval:
Print Form
10/10 Page 4 of 4