HomeMy WebLinkAbout14-38FOR OFFICE USE ONL Ye/
CASE NO.: }~ .-3 l5
DATE SUBMITTED: ' l CX ' e-t
CITY OF C OLLEGE STAT IO
Home of Texas A&M Univmity"
TIME: JO~(}_~
STAFF:
/[8]
D
D
~
~
[8]
[8]
vfu1
DEVELOPMENT PLAT APPLICATION
MINIMUM SUBMITTAL REQUIREMENTS:
$932 Development Plat Application Fee.
$233 Waiver Request to Subdivision Regulations Fee (if applicable).
$600 (minimum) 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).
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.
Fourteen (14) folded copies of plat. (A signed mylar original must be submitted after staff review).
Two (2) copies of the grading, drainage, and erosion control plans with supporting drainage report.
Two (2) copies of the Public infrastructure plans and supporting documents (if applicable).
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.
Paid tax certificates from City of College Station, Brazos County and College Station l.S.D.
The attached Development Plat checklist with all items checked off or a brief explanation as to why they are
not.
Date of Optional Preapplication or Stormwater Management Conference
NAME OF PROJECT Traditions Montessori School Subdivision
ADDRESS 2668 Barron Road
LEGAL DESCRIPTION (Lot, Block, Subdivision) 2.961 Acres out of Robert Stevenson League, A-54
SPECIFIED LOCATION OF PROPOSED PLAT:
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project):
Name Traditions Montessori School E-mail traditionsmontessori@gmail.co
Street Address 2911 Texas Ave South, Ste 201
City College Station State _T._x _______ Zip Code _7_78_4_5 ____ _
Phone Number 979-693-8500 Fax Number
~~~~~~~~~~~~~~~~~
1/11 Page 1 of 8
PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple
owners):
Name Same as Applicant E-mail
~-----------
Street Address
City State _________ Zip Code
Phone Number Fax Number
ARCHITECT OR ENGINEER'S INFORMATION:
Name McClure & Browne E-mail jeffr@mcclurebrowne.com
Street Address 1008 Woodcreek Drive
City College Station State Tx Zip Code 77845
--------~ --------
Phone Number 979-693-3838 Fax Number
~---------------~
Total Acreage 2.961
~---------------~
R-0-W Acreage 0.14
~--------------
Current zoning of subject property Rural
------------------------------~
Floodplain Acreage 0 ~----------------------------------~
Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? 0 Yes [gj No
Requested waiver to subdivision regulations and reason for same (if applicable):
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.
1 /11 Page 2 of 8
3. The granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other
property in the area, or to the City in administering subdivision regulations. ------------------,
4. The granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other
property in the area, or to the City in administering subdivision regulations. ------------------,
Requested oversize participation. _______________________________ _
Total Linear Footage of
Proposed Public:
~Streets
O Sidewalks
0 Sanitary Sewer Lines
0 Water Lines ---
0 Channels
0 Storm Sewers
0 Bike Lanes I Paths
Parkland Dedication due prior to filing the Development Plat:
ACREAGE:
___ No. of acres to be dedicated + $ ____ development fee
___ No. of acres in floodplain
No. of acres in detention ---
___ No. of acres in greenways
OR
FEE IN LIEU OF LAND:
__ No. of SF Dwelling Units X $ ___ = $ ---------
(date) Approved by Parks & Recreation Advisory Board -----
NOTE: DIGIT Al COPY OF PLAT MUST BE SUBMITIED 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.
Z1~~~ :?-/.:(_ -1'1
Signature and title Date
1111 Page 3 of 8
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 (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 ATIACHMENTS FOR
THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
ACCURATE.
Property Owner(s) Date
Engineer Certification:
1/11
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 ATIACHMENTS
FOR THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND
ACCURATE.
Engineer Date
Page 4 of 8
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:*
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
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
1/11 Page 5 of 8
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:
1 /11 Page 6 of 8
C ITY OF C ou"EGE STATION
Home ofT= A&M University'
DEVELOPMENT PLAT MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
(Requirements based on field survey and marked by monuments and markers.)
[g] Drawn on 24" x 36" sheet to scale of 100' per inch or larger.
[g] Vicinity map which includes enough of surrounding area to show general location of subject property
in relationship to College Station and its City Limits. No scale required but include north arrow.
[g] Title Block with the following information:
[g] Name and address of subdivider, recorded owner, planner, engineer and surveyor.
Proposed name of subdivision. (Subdivision name & street names will be approved
[g] through Brazos County 911 .) (Property that has been previously platted must retain
original subdivision name.)
[g] Date of preparation.
[g] Engineer's scale in feet.
[g] Total area shown on development plat.
[g] North Arrow.
[g] Subdivision boundary indicated by heavy lines.
D If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or
larger.
[g] All applicable certification.
[g] Ownership and Dedication
[g] Surveyor and/or Engineer
[g] City Engineer
[g] Planning and Zoning Commission
[g] Brazos County Clerk
D Brazos County Commissioners Court Approval (ET J Plats only)
D If using private septic systems, add a general note on the plat that no private sewage facility may be
installed on any lot in this subdivision without the issuance of a license by the Brazos County Health
Unit under the provisions of the private facility regulations adopted by the Commissioner's Court of
Brazos County, pursuant to the provisions of Section 21 .084 of the Texas Water Code.
D Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent
available data.
[g] Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data.
[g] The location and description with accurate dimensions, bearings or deflection angles and radii, area,
center angle, degree of curvature, tangent distance and length of all curves for all of the following:
(Show existing items that are intersecting or contiguous with the boundary of or forming a boundary
with the subdivision, as well as, those within the subdivision).
Existing Proposed
1/11
Streets. Continuous or end in a cul-de-sac, stubbed out streets must end into a temp turn
around unless they are shorter than 100 feet.
Public and private R.O.W. locations and widths. (All existing and proposed R.O.W.'s sufficient
to meet Thoroughfare Plan.)
Street offsets and/or intersection angles meet ordinance.
Page 7 of 8
Existing
[8]
D
[8]
[8]
[8]
Proposed
[8]
D
[8]
[8]
[8]
A number or letter to identify each lot or site and each block.
Parkland dedication/greenbelt area/park linkages (All proposed dedications must be reviewed
by the Parks and Recreation Advisory Board prior to P&Z Commission consideration.)
Building, structure or improvement or proposed modification of the external configuration of
the building, structure, or improvement.
Each easement and right-of-way, including alleys, within or abutting the boundary of the
surveyed property.
Any part of the property intended to be dedicated to public use of for the use of purchasers or
owners of lots fronting on or adjacent to the sidewalk, alley, square, park, or other part.
[8] Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed
by a Licensed Texas Professional Engineer that include the following:
[8] Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall
street, alley and/or sidewalk layout of the subdivision. (may be combined with other utilities).
D Sanitary sewer plan and profile showing depth and grades. One sheet must show the
overall sewer layout of the subdivision. (Utilities of sufficient size/depth to meet the utility
master plan and any future growth areas.)
D Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing
depth and grades. One sheet must show the overall water layout of the subdivision.
(Utilities of sufficient size/depth to meet the utility master plan and any future growth
areas.)
D Storm drainage system plan with contours, street profile, inlets, storm sewer and
drainage channels, with profiles and sections. Drainage and runoff areas, and runoff
based on 5, 10, 25, 50 and 100 year rain intensity. Detailed drainage structure design,
channel lining design & detention if used. One sheet must show the overall drainage
layout of the subdivision.
[8] Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E.
D Letter of Completion for public infrastructure or guarantee I surety in accordance with UDO
Section 8.6.
[8] Drainage Report.
D Erosion Control Plan (must be included in construction plans).
D All off-site easements necessary for infrastructure construction must be shown on the development
plat with a volume and page listed to indicate where the separate instrument easements were filed.
Separate instrument easements must be provided in recordable form prior to being scheduled for P&Z
Commission consideration.
[8] Are there impact fees associated with this development? I Yes rx No
Impact fees must be paid prior to building permit.
[8] Will any construction occur in TxDOT rights-of-way? I Yes [X No
If yes, TxDOT permit must be submitted along with the construction documents.
NOTE: 1. We will be requesting the corrected development plat to be submitted in digital form if available
prior to filing the plat at the Courthouse.
1 /11
2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOi) must be submitted
prior to issuance of a development permit.
Print Form Page 8 of 8
~~~~~~----Q;--~F_E_E_R_E_C_E_IP_T~~ 2/12/2014 9:47:05AM
Receipt Number l 2402811 Tax Office
KRISTEEN ROE, CTA PH# (979) 361 -4470
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM. J BRYAN PKWY
BRYAN, TX 77803
Payer Name and Address
MCCLURE & BROWNING ENGINEERING
1008 WOODCREEK DR
COLLEGE STATION, TX 77845
Fee ID Fee Description
40293 Tax Certificate
Operator Batch ID Batch Description
tmoore 10910 02122014TM
Tender Type Details
Credit Card CC XX-5802 Conv. Charge 0.00
Fee Date Year Amount Due Amount Paid
2/12/2014 2014 10.00 10.00
Date Paid Payment Type Total Paid
2/12/2014 p 10.00
Description Amount
10.00
Receipt Issued in Accordance with Section 31 .075 of the Texas Property Tax Code
True Automation inc.
Item # I
l
2
3
4
5
6
7
8
9
10
11
12
13
Barron Crest Roadway and Sewer Line
MBESI PROJ #: l 086-0001
Engineer's Opinion of Preliminary of Project Costs
February 12, 2014
Description Unit Quantity Unit Price
Paving Construction
ROW Preparation (remove fence, remove concrete, remove L.S. 1.00 $5,500.00 existing gravel, etc.)
Remove Existing Concrete in Barron Road Median SY 73.00 $15.00
Concrete for New Left Turn Bay SY 445.00 $50.00
Traffic Control for Left Turn Construction L.S. 1.00 $5,500.00
Earthwork C.Y. 150 $12.00
6" Lime Stabilized Subgrade (6% by weight) S.Y. 453 $5.00
6" Crushed Limestone Base S.Y. 230 $11.00
2" HMAC Surface Course (including prime coat) S.Y. 230 $13.00
Concrete Curb and Gutter (all types) L.F. 182 $11.50
6" Reinforced Concrete Pavement S.Y. 108 $45.00
4" Reinforced Concrete Sidewalk S.F. 563 $4.00
Sidewalk Ramps EACH 2 $750.00
Traffic Control on Barron Road L.S. 1 $1,750.00
Paving Subtotal
Water S stem Construction
13 Relocate Existin Fire H drant L.S. $2,000.00
14 Relocate Existin Water Meter L.S. $750.00
Water System Subtotal
1 of2
Total
$5,500.00
$1,095.00
$22,250.00
$5,500.00
$1,800.00
$2,265.00
$2,530.00
$2,990.00
$2,093.00
$4,860.00
$2,252.00
$1,500.00
$1 ,750.00
$56,385
$2,000.00
$750.00
$2,750
Item# I
15
16
17
18
19
20
Barron Crest Roadway and Sewer Line
MBESI PROJ #: 1086-0001
Engineer's Opinion of Preliminary of Project Costs
February 12, 2014
Description Unit Quantity Unit Price
ewer 1ys em ons rue on s s t c t ti
14" Stl. Casing with 6" PVC Pipe installed by wet bore L.F. 100 $180.00
4' diam. Manole EACH 1 $2,500.00
6" PVC, D-3034 SDR 26 L.F. 30 $11 .00
Extra Depth for Std. Manhole V.F. 3 $300.00
Trench Safety (sewer) L.F. 30 $1 .00
Sewer System Subtotal I
Erosion Control Construction
Erosion Control Plan & Sedimentation Control (per Item
I 06) (includes silt fencing, construction exits, straw bale L.S. I 2,500.00 barriers, inlet protection, grass seeding, and any other
sedimentation control devices)
Erosion Control Subtotal
TOTAL CONSTRUCTION COST
Total
$18,000.00
$2,500.00
$330.00
$900.00
$30.00
$21,760
2,500
$2,500
$83,395
The above construction estimate is based on the engineer's preliminary opinion of probable construction costs. Th is
estimate constitutes our best judgment at this time. Please note that the engineer does not have any control over contractor
or supplier
2 of2
_,,,,, .. --.,, -:\'t.. OF /E:_ ' --..( ~ ••• • •• • • • •• J---'• "' 0' .·· .:.'-<f..s "' .· * ·. . "'*/ \-{:{ ., "*:· ·~*I : ............................. I
1,J.~fX~.~'.1: .. ~· ... ~?.~~~!?~~~
-0. • " I -;g \ 94 745 .: f!j 111
'• 0 · .. ( <~ ••• &.:; "' t :;<'-~·· •• : C[NS':'/ ~,,:
'• S's ··········«~G -
'' 10NAL '\'... --,,,,,,,••
GFNo.: 140508
Examiner: Dawn Gibbs
Effective Date: January 26, 2014
ST ATE OF TEXAS
COUNTY OF BRAZOS
NOTHING FURTHER CERTIFICATE
THIS IS TO CERTIFY: That we have examined the records of the County Clerk of Brazos
County, Texas as they are reflected in the geographically indexed title plant of University Title
Company as to the following property, to-wit:
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR
PARCEL OF LAND LYING AND BEING SITUATED IN THE ROBERT STEVENSON
LEAGUE, ABSTRACT NO. 54, COLLEGE STATION, BRAZOS COUNTY, TEXAS.
SAID TRACT BEING THE SAME TRACT OF LAND CALLED 2.961 ACRES AS
DESCRIBED BY A DEED TO AGGIE ASSETS LLC RECORDED IN VOLUME 8070,
PAGE 226 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 3/8 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF A
CALLED 0.45 ACRE TRACT AS DESCRIBED BY A DEED TO EDELWEISS
GARTENS VENTURE RECORDED IN VOLUME 5720, PAGE 76 OF THE OFFICIAL
PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE WEST CORNER
OF SAID 2.961 ACRE TRACT AND THE SOUTH CORNER OF A CALLED 2.00 ACRE
TRACT AS DESCRIBED BY A DEED TO JOSEPH ALCARAZ AM D WIFE BARBARA
ANN ALCARAZ, AND ROBIN ALCARAZ RECORDED IN VOLUME 623, PAGE 311
OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE: N 48° 03' 36" E ALONG THE COMMON LINE OF SAID 2.961 ACRE
TRACT AND SAID 2.00 ACRE TRACT FOR A DISTANCE OF 340.31 FEET TO A 5/8
INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF A CALLED 4 89 ACRE
TRACT AS DESCRIBED BY A DEED TO EUGENE BERNARD SAVAGE, Ill, AND
GRACE LYNN SAVAGE RECORDED IN VOLUME 10481, PAGE 206 OF THE
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE
NORTH CORNER OF SAID 2.961 ACRE TRACT;
THENCE: S 44° 49' 02" E ALONG THE COMMON LINE OF SAID 2.961 ACRE
TRACT AND SAID 4.89 ACRE TRACT FOR A DISTANCE OF 373.56 FEET TO A 5/8
INCH IRON ROD FOUND ON THE NORTHWEST LINE OF BARRON ROAD
MARKING THE COMMON CORNER OF SAID 2.961 ACRE TRACT AND SAID 4.89
ACRE TRACT (TIDS LINE WAS USED FOR BEARING ORIENTATION HONORING
THE DEED CALL BEARING OF SAID 2.961 ACRE TRACT, 8070/226);
THENCE: S 45° 49' 36" W ALONG THE NORTHWEST LINE OF BARRON ROAD
FOR A DISTANCE OF 338.76 FEET TO A 5/8 INCH IRON ROD FOUND MARKING
THE SOUTH CORNER OF SAID 2.961 ACRE TRACT AND THE SOUTHEAST
CORNER OF THE AFOREMENTIONED 0.45 ACRE TRACT;
THENCE: N 44° 59' 11" W ALONG THE COMMON LINE OF SAID 2.961 ACRE
TRACT AND SAID 0.45 ACRE TRACT FOR A DISTANCE OF 385.83 FEET TO THE
POINT OF BEGINNING CONTAINING 2.961 ACRES OF LAND, MORE OR LESS.
NOTE: The Company is prohibited from insuring the area or quantity of land described
herein. Any statement in the above legal description of the area or quantity of land is not a
representation that such area or quantity is correct, but is made only for informational
and/or identification purposes.
And that our records reflect that the following is a true and correct list of documents affecting
title to the real property described supra between the dates of May 21, 2013and January26,
2014:
Warranty Deed with Vendor's Lien:
Grantor: Aggie Assets, LLC
Grantee: Traditions Montessor School, LLC
Dated: May 31, 2013
Recorded: Volume 11384, Page 281, Official Records, Brazos County, Texas.
Deed of Trust to secure a Note:
Grantor: Traditions Montessor Shcool, LLC
Trustee: Tom F. Maynard
Beneficiary: Commerce National Bank
Amount: $216,000.00
Dated: May 31, 2013
Recorded: Volume 11384, Page 285, Official Records, Brazos County, Texas.
This certificate is issued with the express understanding, evidenced by the acceptance of same
that the undersigned does not undertake to give or express any opinion as to the validity of the
title to the property above, but is simply reporting briefly herein as to the instruments listed
above found ofrecord pertaining to said property, and it is expressly understood and agreed that
this Certificate is neither a guaranty nor warranty of the title. By acceptance of this Certificate it
is understood that the liability of the issuer hereof is expressly limited to the actual monetary
consideration paid for same. We have not made any examination as to property taxes, tax suits,
special assessments or conflicts.
University Title Company
By··---"'===~=--~·~_-f_,_.,,,_--_-_-_···_·_.-_··~~~~~~~ ·--~ . ...-· ··-..
C ITY OF COLl~EGE STATION
Home o/Texas A&M Univmity•
.....
CASE NO.:
DATE SUBMITTED: ~~~~_,___
TIME: ·3 .5 0
STAFF: ~~
PLANNING & DEVELOPMENT SERVICES
TRANSMITTAL LETTER
Please check one of the options below to clearly define the purpose of your submittal.
D New Project Submittal
D Incomplete Project Submittal -documents needed to complete an application. Case No.:
Existing Project Submittal. Case No.: 14-00900038
Project Name Traditions Montessorri School
Contact Name -'-Je-'--ff_R--'-o-'-b-'-e--'-rts-'--o'--n __________ _ Phone Number 693-3838 -------------~
We are transmitting the following for Planning & Development Services to review and comment (check all that apply):
D Comprehensive Plan Amendment D Non-Residential Architectural Standards
D Rezoning Application D Irrigation Plan
D Conditional Use Permit D Variance Request
D Preliminary Plan D Development Permit
D Final Plat D Development Exaction Appeal
~ Development Plat D FEMA CLOMA/CLOMR/LOMA/LOMR
D Site Plan D Grading Plan
D Special District Site Plan D Other -Please specify below
D Special District Building I Sign
D Landscape Plan
INFRASTRUCTURE AND ENGINEERING DOCUMENTS
All infrastructure documents must be submitted as a complete set.
The following are included in the complete set:
D Comprehensive Plan Amendment D Waterline Construction Documents
D TxDOT Driveway Permit D Sewerline Construction Documents
D TxDOT Utility Permit D Street Construction Documents
D Drainage Letter or Report D Easement Application
D Fire Flow Analysis D Other -Please specify
Special Instructions:
10/1 0 Print Form
/
STAFF REVIEW COMMENTS NO. 1
Project: Traditions Montessori School (DVPL) (14-00900038)
PLANNING
. Please add a note that the current zoning of the property, R Rural. Note #2 shows this
·nformation.
Tie the lot corner to City's survey monument. See revised plat.
Revise 'Approval' to 'Certificate of Planning and Zoning Commission'. See revised plat.
4. The driveway access for this lot will need to be at the intersection to create a 'T' once the
street is constructed. Would like to discuss this during the site plan review of the site.
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. Duly noted.
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. Duly noted.
Reviewed by: Jenifer Paz Date: February 25, 2014
ENGINEERING COMMENTS NO. 1
Add note to plat indicating that the property is located within the Spring Creek Sanitary
Sewer Impact Fee Area (97-01). Impact Fees are due at building permit. See revised plat.
2. Is there an agreement with the adjacent property and timeline to construct the proposed
street? The preliminary plan for the adjacent property will be submitted on Wednesday,
March 5, 2014. The work is anticipated to be done at approximately the same time.
3. How will Montessori school gain access during construction of street? The school will not
start using the site until August. It is anticipated that the work will be completed on the
driveway by then.
Reviewed by: Carol Cotter Date: February 25, 2014
ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION
1. PLAT: Developer will provide CSU with a digital, AutoCAD dwg format, version of plat and I
or site plan as soon as it is available. Email to: wdavis@cstx.gov
2. LOAD DATA: The developer will provide load data to CSU as soon as it is available. This
information is critical for CSU to accurately determine the size and number of transformers,
and other equipment, required to provide service to the project. Failure to provide load data
will result in construction delays and, due to clearance requirements, could affect the final
building footprint. Delivery time for transformers and other equipment not in stock is
approximate 26 weeks.
3. EASEMENTS: Developer provides temporary blanket easement for construction purposes
and upon completion of project must provide descriptive easements for electric infrastructure
as designed by CSU.
4. EASEMENTS: Developer provides descriptive easements for electric infrastructure as
designed by CSU, as shown on plat or site plan.
5. If easements are existing, the developer will be responsible for locating easements on site to
~ insure that electrical infrastructure is installed within easement boundaries.
~The following easements will be required:
• 20' wide PUE along all property lines extending from the property line into the property.
CITY OF COLLEGE STATIO
Home o/Texar A&M Univmity0
FOR OFFICE USE ONLY
CASE NO.: \L\ -30
DATE SUBMITTED:, ~re 103 j IL\
TIME: C\·.50
STAFF: _,_fl~\)~------
PLANNING & DEVELOPMENT SERVICES
TRANS MITT AL LETTER
Please check one of the options below to clearly define the purpose of your submittal.
D New Project Submittal
D Incomplete 0~~;~-• "' .. '---'~-·
D Existing Pre \ti'Y\.i(\~"
Project Name I-LR~ -\-IAVYI ~~ \Jlr(On
Contact Name . c%Y\~d~ ~I J
We are transmittin ~Vy{) V\ Ll'-R.. CJ-t-
D Comprehem l -l\tV'-\) C{CU.~S +o
DD Rezoning A~ .,, --r; ~. j -h bNI S
Conditional l \ Vtl\.W l l V ' 1
D Preliminary F --r::: .... r f\. ov..eJo.o~
D Fina1 Plat 1 , \ 1 h I) u-r lY' pr'i _
[g] Developmenl . lA-1
D Site Plan
D Special District Site Plan
D Special District Building I Sign
D Landscape Plan
INFRASTRUCTURE AND ENGINEERING DOCUMENTS
D
D
an application. Case No.:
rie Number 979-693-3838
~s to review and comment (check all that apply):
Non-Residential Architectural Standards
Irrigation Plan
Variance Request
Development Permit
Development Exaction Appeal
FEMA CLOMA/CLOMR/LOMA/LOMR
Grading Plan
Other -Please specify below
All infrastructure documents must be submitted as a complete set.
The following are included in the complete set:
D Comprehensive Plan Amendment D Waterline Construction Documents
D TxDOT Driveway Permit D Sewerline Construction Documents
D TxDOT Utility Permit D Street Construction Documents
D Drainage Letter or Report D Easement Application
D Fire Flow Analysis D Other -Please specify
Special Instructions:
10/10 Print Form
barron rd college station -Google Maps
Google
Page 1of1
To see all the details that are visible on the
screen, use the "Print" link next to the map.
https://maps.google.cpm/maps?q=barron+rd+college+sta!ion&ie=UTF-8&hq=&hnear=Ox8... 3/4/2014
C ITY OF COLLEGE STATION
Ho me o/Tcxas A&M University•
MEMORANDUM
February 26, 2014 . ~ ~\j. · \ .,\-
Traditions Montessori School, via: traditionsmontessori@gmail.com / ~ TO:
FROM: Jenifer Paz, Staff Planner
SUBJECT: TRADITIONS MONTESSORI SCHOOL (DVPL)
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. If all comments have been
addressed your project will be placed on the next available Planning and Zoning Commission
meeting held in the City Hall Council Chambers, 1101 Texas Avenue.
One (1) 24"x36" copy of the revised final plat;
Thirteen (13) 11 "x17" copies of the revised final plat;
One (1) Mylar original of the revised final plat (required after P&Z approval); and
One ( 1) copy of the digital file of the final plat on diskette or e-mail to:
pdsdigitalsubmittal@cstx.gov.
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.gov/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: McClure & Browne, via: jeffr@mcclurebrowne.com ~
P&DS Project No . 14-00900038
Planning & Development Sel'vices
P 0 . BOX 9960 • l 101 TEXA.'. AVENUE · COLLEGE STATION ·TEXAS · 77842
TEL. ')7').764.3570 ·FAX. 979.764.:)'1%
cstx.gov/devservices
STAFF REVIEW COMMENTS NO. 1
Project: Traditions Montessori School (DVPL) (14-00900038)
PLANNING
1. Please add a note that the current zoning of the property, R Rural.
2. Tie the lot corner to City's survey monument.
3. Revise 'Approval ' to 'Certificate of Planning and Zoning Commission'.
4. The driveway access for this lot will need to be at the intersection to create a 'T' once the
street is constructed.
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: Jenifer Paz Date: February 25 , 2014
ENGINEERING COMMENTS NO. 1
1. Add note to plat indicating that the property is located within the Spring Creek Sanitary
Sewer Impact Fee Area (97-01). Impact Fees are due at building permit.
2. Is there an agreement with the adjacent property and timeline to construct the proposed
street?
3. How will Montessori school gain access during construction of street?
Reviewed by: Carol Cotter Date: February 25 , 2014
ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION
1. PLAT: Developer will provide CSU with a digital, AutoCAD dwg format, version of plat and I
or site plan as soon as it is available. Email to: wdavis@cstx.gov
2. LOAD DATA: The developer will provide load data to CSU as soon as it is available. This
information is critical for CSU to accurately determine the size and number of transformers,
and other equipment, required to provide service to the project. Failure to provide load data
will result in construction delays and , due to clearance requirements, could affect the final
building footprint. Delivery time for transformers and other equipment not in stock is
approximate 26 weeks.
3. EASEMENTS: Developer provides temporary blanket easement for construction purposes
and upon completion of project must provide descriptive easements for electric infrastructure
as designed by CSU.
4. EASEMENTS: Developer provides descriptive easements for electric infrastructure as
designed by CSU, as shown on plat or site plan.
5. If easements are existing, the developer will be responsible for locating easements on site to
insure that electrical infrastructure is installed within easement boundaries.
6. The following easements will be required:
• 20' wide PUE along all property lines extending from the property line into the property.
GENERAL ELECTRICAL COMMENTS
1. Developer installs conduit per CSU specs and design.
2. CSU will provide drawings for electrical installation.
3. Developer provides 30' of rigid or IMC conduit for each riser conduit. CSU installs riser.
4. Developer will intercept existing conduit at designated transformers or other existing devices
and extend as required.
5. If conduit does not exist at designated transformer or other existing devices, developer will
furnish and install conduit as shown on CSU electrical layout.
6. Developer pours electric device pads or footings, i.e. transformers, pull boxes , or other
device, per CSU specs and design.
7. Developer installs pull boxes and secondary pedestals per CSU specs and design, Pull
boxes and secondary pedestals provided by CSU .
8. Final site plan must show all proposed electrical facilities necessary to provide electrical
service, i.e. transformers, pull boxes, or switchgears, all meter locations, and conduit routing
as designed by CSU .
9. To discuss any of the above electrical comments please contact Weldon Davis at
979.764.5027.
Reviewed by: Weldon Davis Date: February 13, 2014
,.
/
CITY OF COLLEGE STATION
Home of Texas A&M University•
MEMORANDUM
February 13, 20147
TO: Traditions Montessori School, via: traditionsmontessori@gmail.com
FROM: Jenifer Paz, Staff Planner
SUBJECT: TRADITIONS MONTESSORI SCHOOL (DVPL)
Thank you for the submittal of your DEVELOPMENT PLAT application. Danielle Singh 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 26 , 2014. If you have
questions in the meantime, please feel free to contact us.
PC : McClure & Browne, via : jeffr@mcclurebrowne.com
P&DS Project No . 14-00900038
Plllnuing & Development Servit:es
Scale: 1 Inch= 100 Feet
Area: 2.962 Acres (129,012.00 Square Feet)
14-038
DEVELOPMENT PLAT
BLK 1LT1
ACRES 2.961
Area: 2.962 Acres (129,012.00 Square Feet)
Perimeter: 1439.59 Feet
Gap= 0.038 (North 33° 57' 21" East)
**See Notes on Plat**
I. S42°32'49"W 339.18' 5. S48°09'10"E 373.31'
2. N48°14'07"W 216.08'
3. N48°14'07"W 170.88'
4. N44°50'47"E 340.14'
Zoning Districts
R-4
R Rural R-6
E Estate MHP
RS Restricted Sub urban 0
GS Gener al Suburban SC
R -1B Single F amity Residential GC
D Duplex Cl
T Townhouse BP
DEVELOPMENT REVIEW
Multi-F amliV BPI Business Park Industrial
High Density Multi-Family NAP NaturalAreas Protected
Manufactured Ho me Park C-3 Light Commercial
Office M-1 Light Industrial
Suburban Commercial M-2 Heavy Industrial
General Commercial C-U College and University
C ommercia~ Industrial R&D Research and Development
Business Park P-MUD P fanned Mixed-Use Development
TRADITIONS MONTESSORI SCHOOL
2668 BARRON RD
Case:
14-038
PDD Planned Development District
WPC Wolf Pen Creek Dev. Corridor
NG-1 CoreNorthgate
NG -2 Transitional Northgate
NG -3 Residential N orthgate
OV Corridor Overlay
RD D Redevelopment District
KO Krenek Tap Overlay
DEVELOPMENT
PLAT
DEVELOPMENT REVIEW
TRADITIONS MONTESSORI SCHOOL
2668 BARRON RO
Case:
14-038
DEVELOPMENT
PLAT