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P&Z CASE NO.:_~/}
ATE SUBMITTED: D-I 2-Q( a
5b A~"
FINAL PLAT APPLICATION
(check one) Minor Amending X F'mal Vacating Replat
The following items must be submitted by an established filing deadline date for P & Z Commission consideration.
MINIMUM SUBMITTAL REQUIREMENTS:
X Filing Fee of $200.00.
Development Permit Application Fee of $100.00 (if applicable).
Infrastructure Inspection Fee of $300.00 (applicable if any public infrastructure is being constructed.).
_X Application completed in full.
X Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.)
X One (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable).
X Paid tax certificates from City of College Station, Brazos County and College Station I.S.D.
A copy of the attached checklist with all items checked off or a brief explanation as to why they are not.
X Two (2)copies of public infrastructure plans associated with this plat (if applicable).
APPLICATION DATA
NAME OF SUBDIVISION Creensworl d Subdivision, Phase Three
3PECIFIEDLOCATION OF PROPOSED SUBDIVISION Approx. 550' southeast along State Hwy No. 6
(Harvey Mitchell Freeway) from the intersection
of University Drive.
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project):
Name Michael K. Davis
Street Address 1005 E. Bypass
State TX Zip Code 77840
City College Station
E-Mail Address
Phone Number 979-777-2846 Fax Number
PROPERTY OWNER'S INFORMATION:
Name Regency Parkway, Inc.
Street Address 1005 E. Bypass City College Station
State TX Zip Code 77840 E-Mail Address
Phone Number 979-777-2846 Fax Number
ARCHITECT OR ENGINEER'S INFORMATION:
Name Kling Engineering & Surveying
Street Address 4103 Texas Ave. Suite 212 City Bryan
State TX
Zip Code
77802
E-Mail Address k l i n ca . n e t
Phone Number 979-846-62.12 Fax Number
979-846-8252
FINAL PLAT APPLICATION I of 3
FNLPAPP.DOC 3/23/99
TOTAL ACRES OF SUBDIVISION 3.33 R-0 W ACREAGE -0- TOTAL # OF LOTS
NUMBER OF LOTS BY ZONING DISTRICT 1 / C-2 1 / R-1
2
AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT:
0.33 / R-1
FLOODPLAIN ACREAGE 0.3 2- L o t t
PARKLAND DEDICATION ACREAGE
OR FEE AMOUNT
A STATEMENT ADDRESSING ANY DIFFERENCES BETWEEN THE FINAL PLAT AND APPROVED MASTER
DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE):
Floodplain shown on Lot 1 of the preliminary plat is to be removed by LOPIR-F prior to
filing of final plat. Floodplain shown on final plat depicts post LOMR-F conditions.
REQUESTED VARIANCES TO SUBDIVISION REGULATIONS & REASON FOR SAME
1) Parkland dedication for R-1 Lot: Lot 2 not a buildable lot. 2) Buffer and screening
requirements between R-1 & C-2: existing creek provides both - ask that existing creek be
REQUESTED OVERSIZE PARTICIPATION 1) 18" waterline: estimate and request enclosed.
2) Sanitary sewer line: Design being done by City of Colle
provided by City an others.
e Station - Estimate to be
TOTAL LINEAR FOOTAGE OF PROPOSED:
STREETS
SIDEWALKS
approx 588 LF SANITARY SEWER LINES
apbrox 378 LF WATERLINES
CHANNELS
STORM SEWERS
BIKE LANES / PATHS
NOTE: DIGITAL COPY OF PLAT (IF APPLICABLE) 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. The undersigned hereby requests approval by the City of College Station
of the above identified final plat.
Signa a and Title
October 12, 2000
Date
FINAL PLAT APPLICATION 2 of 3
FNLPAPP.DOC 3/25/99
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATIOc~
Application is hereby made for the following development specific site/Waterway alterations:
NOME - Prior development permit submitted and approved.
I, design engineer/owner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the current requirements of
the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards.
As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to
these documents and the requirements of Chapter 13 of the College Station City Code.
Property Owner(s)
Contractor
CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.)
A. I, certify that any nonresidential structure on or proposed to be on this site as part
of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm.
Engineer
Date
B. I, . certify that the finished floor elevation of the lowest floor, including any
basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the
latest Federal Insurance Administration Flood Hazard Study and maps, as amended.
Engineer
Date
C. I, certify that the alterations or development covered by this permit shall not
diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or
development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of
floodways and of floodway fringes.
Engineer
Date
D. I, , do certify that the proposed alterations do not raise the level of the 100 year
flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study.
Engineer Date
Conditions or comments as part of approval:
.n accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that 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.
FINAL PLAT APPLICATION 3 of 3
FNLPAPP.DOC 3/25/99
SUBMIT APPLICATION AND THIS
LIST CHECKED OFF WrM 13
FOLDED COPIES OF PLAT FOR REVIEW
FINAL PLAT MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LEMMD TO THE FOLLOWING:
(Requirements based on field survey and marked by monuments and markers.)
1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger.
2. 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.
OQ 3. Title Block with the following information:
Name and address of subdivider, recorded owner, planner, engineer and surveyor.
Proposed name of subdivision. (Subdivision name & street names will be approved through
Brazos County 911.) (Replats need to retain original subdivision name.)
Date of preparation.
Engineer's scale in feet.
Total area intended to be developed.
4. North Arrow.
IX 5. Subdivision boundary indicated by heavy lines.
IVY"' 6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger.
rA 7. All applicable certifications based on the type of final plat.
0 Ownership and Dedication
OR Surveyor and/or Engineer
City Engineer (and City Planner, if a minor plat)
Planning and Zoning Commission (delete if minor plat)
Brazos County Clerk
1P Brazos County Commissioners Court Approval (ETJ Plats only)
'M 8. Paid tax certificates.
11 9. If submitting a replat where there are existing improvements, submit a survey of the subject property showing
'I the improvements to ensure that no encroachments will be created.
10. 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 21.004 of the Texas Water Code.
11. Location of the 100 Year Floodplaiinp~ and floodway, if applicable, according to the most recent available data.
Lcmf - F ~~vA1 /9 s'ON P.~ss - 7-b i3~ ~a i~ Fr~ TO Fpvgt- ~/4rd4
12. Lot comer markers and survey monuments (by symbol) and clearly tied to basic survey data.
FINAL PLAT CHECKLIST I of 2
FNLPCK.DOC 03/25/99
0( 13. Matches the approved preliminary plat and/or master development plan.
14. 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
NIA ❑ ❑
WA ❑ ❑
NIA ❑ ❑
NIA ❑ ❑
N/R❑ ❑
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.
Alleys.
Easements.
A number or letter to identify each lot or site and each block.
Greenbelt area/park linkages/parkland dedication ( All proposed dedications must be reviewed by
the Parks and Recreation Board prior to P & Z Commission consideration. ~hJ4
Ieat~xx~sr TN~FT ~c~sn~/4 c~e~u r-W v~ 4-- B,,FF~ 5cie~
15. 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:
N/A ❑
Z" L)Okx;~ .
Gi'ypf
N/,4 ❑
Sa~~rn2Y ~2 TC> 8N~
~JA ❑
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).
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.)
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.)
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.
Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E.
I~~3Y ~Ma~T
Drainage Report. --'O ao- Svf t/7r/~A &o/ 517a-
Erosion Control Plan (must be included in construction plans).
16. All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume
and page listed to indicate where the separate instrument easements were filed. Separate instrument easements
must be filed prior or concurrently with Final Plat.
17. Are there impact fees associated with this development? ❑ Yes Oo
Impact fees for R-1, R-2, & R-3 zoned final plats, must be paid prior to filing.
18. Will any construction occur in TexDOT rights-of--way? KYes ❑ No
If yes, TexDOT permit must be submitted along with the construction documents.
NOTE:
1. We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plat
at the Courthouse.
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.
FINAL PLAT CHECKLIST 2 of 2