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HomeMy WebLinkAboutApplication (10-160) T 1 • SUPPORTING VARIANCE INFORMATION F.S. KAPCHINSKI 1602 Park Place, College Station, TX Requested variance to subdivision regulations and reason for same (if applicable): A. Variance for Lot 18R3 and Lot 18R4, Block One having a minimum existing lot width (52.12' and 52.17' respectively) less than the calculated average lot width of 54.78' per UDO Article 8.2- A- 11.b(2)(b) (includes new average based from most recent PDD zoning). B. Variance for Lot 18R3 and Lot 18R4, Block One having a minimum lot area less than 8,500 sq.ft. per UDO Article 8.2- A- 11.b(2)(b). LOT AREA Lot Area Deficiency Lot (sq.ft.) (ft) 18R3 5,574 2,926 18R4 5,175 3,325 1. That there are special circumstances or conditions affecting the land involved such that strict application of the provisions of this chapter will deprive the applicant of the reasonable use of his land; Recent development within F.S Kapchinski, Block One subdivision allows this property to have rear access to Boardwalk Court. 2. That the variance is necessary for the preservation and enjoyment of a substantial property right of the applicant; The granting of this variance will allow the developer the ability to develop this lot with two single - family residential lots in a nature consistent with the surrounding neighborhood. Many of the surrounding existing residential developments contained dual dwelling units per lot but are simply contained on a singular lot. This development will allow for the same density to occur, in a nature, but rather have a single dwelling unit per residential lot. 3. That the granting of the variance 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 this chapter; The grating of this variance will not be detrimental to the public health, safety, or welfare. The proposed development is consistent with existing adjacent developments. 10.140 Sla .l0 !0 :00 Replat Variance Information- 072810.docx Page 1 of 2 AC • i SUPPORTING VARIANCE INFORMATION F.S. KAPCHINSKI 1602 Park Place, College Station, TX 4. That the granting of the variance will not have the effect of preventing the orderly subdivision of other land in the area in accordance with the provisions of this chapter. No adverse impacts to future developments are perceived with the granting of this variance. Much of the neighboring property is developed in the same nature that this replat is proposing. Replat Variance Information- 072810.docx Page 2 of 2 F.S. Kapchinski • Average Lot Width Calculations LOT BLOCK WIDTH 1A 1 52.34 1B 52.32 2A 52.32 2B 52.32 3A 52.32 5A 52.75 5B 52.75 6A 42.00 6B 42.00 9 76.00 10 42.00 7R 50.00 8R 50.00 17R1 62.24 17R2 61.71 SW 1/2 of 18 52.20 18R1 52.10 18R2 51.93 11A 52.20 11B 52.20 12A 52.20 12B 52.20 13 52.10 14R2 52.13 14 52.20 15R1 72.41 15R2 60.00 15R3 75.92 22 52.00 23 55.47 24R1 54.73 24R2 45.16 Measured at BL 25R1 54.43 25R2 43.75 Measured at BL 26 70.28 27 119.00 28R 47.01 Measured at BL 29R1 46.58 Measured at BL 29R2 51.68 30R1 48.05 30R2 48.05 31R 48.43 32R 48.00 Az AQ CA 7Q - PA/CD /MC In +U/i.d +h • • 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. 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 - pproved Development Permit. 13. I, TH e R, AG E TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR TH DEVELHP 1 : T PE SIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND A� CURAT . ri: - 7/2 7/10 Pr Owner(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. I will obtain or can show compliance with all necessary Local, State and Federal Permits prior to construction. 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 ACCURATE - - 1 iz o Engineer Date 1/10 Page 2 of 4 • 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, Not Applicable 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 * 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. 1, Not Applicable , 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, Not Applicable , 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 1/10 Page 3 of 4 • • Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D. 1, Not Applicable , 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, Not Applicable , 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 / Surveyor Date OR 1, Not Applicable , 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 1/10 Page 4 of 4 • • 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.) © Drawn on 24" x 36" sheet to scale of 100' per inch. © 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. x 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.) © Date of preparation. x Engineer's scale in feet. © Total area intended to be developed. © North Arrow. © Subdivision boundary indicated by heavy lines. ❑ If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. © 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 minor plat) • Brazos County Clerk ❑ Brazos County Commissioners Court Approval (ETJ Plats only) If submitting a replat where there are existing improvements, submit a survey of the subject property showing the improvements to ensure that no encroachments will be created. ❑ 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. X Location of the 100 -Year Floodplain and floodway, if applicable, according to the most recent available data. © Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data. ❑ Matches the approved preliminary plat. ❑ 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 © C 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.) C Street offsets and /or intersection angles meet ordinance. 1/10 Page 6of7 . • Existing Proposed © ❑ Alleys. © ❑ Easements. © ❑ A number or letter to identify each lot or site and each block (numbered sequentially). © ❑ Parkland dedication /greenbelt area /park linkages. All proposed dedications must be reviewed by the Parks and Recreation Board and documentation of their recommendation provided prior to being scheduled for P & Z Commission consideration. It is the responsibility of the applicant to provide documentation from the Parks Department of the Board's recommendation. — 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: ❑ 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). ❑ Sewer Design Report. ] 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 Design Report and /or Fire Flow Report. ] 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. ] Drainage Report with a Technical Design Summary. ] Erosion Control Plan (must be included in construction plans). ❑ All off -site easements necessary for infrastructure construction must be shown on the final plat witha volume and page listed to indicate where the separate instrument easements were filed. Separate instrument easements must be executed prior to being scheduled for P &Z Commission consideration. Are there impact fees associated with this development? ❑ Yes © No Impact fees must be paid prior to building permit. Will any construction occur in TxDOT rights -of -way? ❑ Yes © No If yes, TxDOT 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. 1/10 Print Form Page 7 of 7