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HomeMy WebLinkAbout00072242FOR OFFICE USE ONLY P&Z CASE NO.: - OA DATESUBMITTED: 02'09 --02 2o IPM FINAL PLAT APPLICATION (check one) XX Minor Amending Final 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 $400.00. n/a Development Permit Application Fee of $200.00 (if applicable). (to be submitted w /site plan) n/a Infrastructure Inspection Fee of $600.00 (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.) 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. X A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. n/a Two (2)copies of public infrastructure plans associated with this plat (if applicable). n/a parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). NAME OF SUBDIVISION Replat - SOUTHWOOD VALLEY SECTION 4 -B, Lots 18 -R & 19 -R SPECIFIED LOCATION OF PROPOSED SUBDIVISION in the northwest quadrant of the intersection of Longmire Drive and Ponderosa Road APPLICANT /PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Grant Barnby Street Address 8801 Sandstone Drive City College Station State TX Zip Code 77845 E -Mail Address signsnow @tca.net Phone Number 764 -8339 PROPERTY OWNER'S INFORMATION: Name (see attached sheet 1a) Fax Number - 1 4 q- (01'(q Street Address State Zip Code Phone Number ARCHITECT OR ENGINEER'S INFORMATION: E -Mail Address Fax Number City Name Michael R. McClure, P.E., R.P.L.S. - McCLURE ENGINEERING, INC. Street Address 1008 Woodcreek Drive State TX Zip Code 77845 Phone Number 693 -3838 City College Station E -Mail Address mikem @tca.net Fax Number 693 -2554 Total Acres Of Subdivision 2.734 a cres Number Oft Lots By Zoning District 2 / C -2 Average Acreage Of Each Residential Lot By Zoning District: Floodplain Acreage none A Statement Addressing Any Differences Between The Final Plat And Approved Master Development Plan And /Or Preliminary Plat (if Applicable): n/a Requested Variances To Subdivision Regulations & Reason For Same Requested Oversize Participation ND ')E Total Linear Footage of Proposed Public: n/a Streets n/a Sidewalks n/a Sanitary Sewer Lines n/a Water Lines n/a Channels n/a Storm Sewers Bike Lanes / Paths Parkland Dedication due prior to filing the Final Plat: ACREAGE: n/a OR R -O -W Acreage n/a / # of Acres to be dedicated # of acres in floodplain # of acres in detention # of acres in greenways FEE IN LIEU OF LAND: # of Single - Family Dwelling Units X $457 =$ (date) Approved by Parks & Recreation 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. The undersigned hereby requests approval by the City of College Station of the above - identified final plat. 2/8/ Z Sig ature and itle Date/ Total # Of Lots 2 FNI PAPP nor i2monn1 2 of 3 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site /waterway alterations: n /a- to be submitted with Site Plan ACKNOWLEDGMENTS: 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. 1, 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: In 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. SUBMIT APPLICATION AND THIS LIST CHECKED OFF WITH 13 FOLDED COPIES OF PLAT FOR REVIEW FINAL 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. 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. 3. Title Block with the following information: Name and address of subdivider, recorded owner, planner, engineer and surveyor. Mr" Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name.) OK Date of preparation. [R"' Engineer's scale in feet. CV�' Total area intended to be developed. [� 4. North Arrow. R� 5. Subdivision boundary indicated by heavy lines. nl� 6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. 7. All applicable certifications based on the type of final plat. Ownership and Dedication Surveyor and /or Engineer City Engineer (and City Planner, if a minor plat Planning and Zoning Commission (delete if 4nor plat 02"' Brazos County Clerk )Rf, Brazos County Commissioners Court Approval (ETJ Plats only) 8. Paid tax certificates. r ear► L7 9. If submitting a replat where there are ng improvemen submit a survey of the subject property showing the improvements to ensure that no encroachments will be created. hl� 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. �El 11. Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data. FINAL PLAT CHECKLIST 1 of2 ll 12. Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data. h1Q ❑ 13: Matches the approved preliminary plat and /or master development plan. M --- 14. The location and description with accurate dimensions, bearings or deflection angles and radii, hIk ❑ 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: h't❑ 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). h'a.❑ 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.) h(Q❑ 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 qk 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. A k ❑ Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. w� Drainage Report. hjkEl Erosion Control Plan (must be included in construction plans). 4 0,11 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. hI(� ❑ 17. Are there impact fees associated with this development? Yes QD Impact fees for R -1, R -2, & R -3 zoned final plats, must be paid prior to filing. 4 101 - 13 18. Will any construction occur in TexDOT rights -of -way? Yes 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. 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). Existin Proposed sP [A 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.) k51 Street offsets and /or intersection angles meet ordinance. 15 Alleys. Pk Easements. A number or letter to identify each lot or site and each block. 1,8,1 Greenbelt area /park linkages /parkland dedication (All proposed dedications must be reviewed by the Parks and Recreation Board prior to P & Z Commission consideration.) hIk ❑ 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: h't❑ 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). h'a.❑ 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.) h(Q❑ 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 qk 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. A k ❑ Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. w� Drainage Report. hjkEl Erosion Control Plan (must be included in construction plans). 4 0,11 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. hI(� ❑ 17. Are there impact fees associated with this development? Yes QD Impact fees for R -1, R -2, & R -3 zoned final plats, must be paid prior to filing. 4 101 - 13 18. Will any construction occur in TexDOT rights -of -way? Yes 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.