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Home My WebLink About00070242. e FOR OFFICE USE ONLY P &Z CASE NO.: DATE SUBNIITTED: P P 0 2 00 1 60-1-O(=2 W5s" FINAL PLAT APPLICATION D,9. 4 , (check one) Minor Amending V / Final Vacating Replat The following items must be submitted by an established Sling deadline date for P & Z Commission consideration. 6D MINIMUM SUBMITTAL REQUIREMENTS: Fee of S 00,11) elopment Permit Application Fee of X90 pT(if applicable). cture Inspection Fee of $3�D�3 �plicable if any public infirastructure is being constructed.). lication completed in full. (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). ai certificates from City of College Station, Brazos County and College Station I.S.D. py of the attached checklist with all items checked off or a brief explanation as to why they are not. wo (2)copies of public inftastructure plans associated with this plat (if applicable). 7 O Mt" APPLICATION DATA NAME OF SUBDIVISION /�6(3t3LE CREEK) pd 78 -I ;PECIFIED LOCATION OF PROPOSED SUBDIVI ION x,10. Zoz, 6AsT of ~SE 7a VoL .S, LJ eT - ,To il 5 Uk V 62j 49 35 9 !, PA GE 23s APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name /'�6 A4 N E SSE L Street Address ? 725 CE N - r ,R AL PA2i` DR. City WA CO i State 7-X / Zip Code 7Co7 02 E -Mail Address K146SSEl. @ Wat1.ACE - &XOV.P, COf77 Phone Number 6 Z S `) 77Z, Fax Number ( Z,54) 7 76 - Z q Z PROPERTY OWNER'S INFORMATION: Name PEaa4.6 6 e66-K N5 lh LOP/07 6AI Street Address 4 1 .500 P6 9&-6 CAC 9K A4W -ewA' City C 04 L E GE 7r4iq T/ 0A, State Zip Code 7 78 41 .5 E -Mail Address Phone Number Fax Number �ffl - �bbl ARCHITECT OR ENGINEER'S INFORMATION: Name /e1A-Al 1/iey6- /� Street Address YZ Z S CE1l 7 - ,e A1- City kJACo State - rX — Zi p Code 7 (- 7 0Z- E -Mail Address XORD6 (; IeWWiACC -41! Cvl Phone Number � Z s4) 772---7Z72- Fax Number C ZSq 776 - Z9 2z FINAL PLAT APPLICATION FNLPAPP.DOC 3/23/99 I of 3 TOTAL ACRES OF SUBDIVISION Z 2 - 9 I R-O-W ACREAGE TOTAL # OF LOTS NUMBER OF LOTS BY ZONING DISTRICT 38 / if / .• AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT: 0, FLOODPLAIN ACREAGE t Q ^ PARKLAND DEDICATION ACREAGE N1 / A OR FEE AMOUNT m A STATEMENT ADDRESSING ANY DIFFERENCES BETWEEN THE FINAL PLAT AND APPROVED MASTER DEVELOPMENT PLAN AND /OR PRELIM0NARY PLAT (IF APPLICABLE): REQUESTED VARIANCES TO SUBDIVISION REGULATIONS & REASON FOR SAME REQUESTED OVERSIZE PARTICIPATION TOTAL LINEAR FOOTAGE OF PROPOSED: ZTB2 STREETS 334 1 ( SIDEWALKS UTM SANITARY SEWER LINES Z 3 ZS WATERLINES CHANNELS I Z S 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 com let e. The undersigned hereby requests approval by the City of College Station of the move identified fipa at /- /a • 6z Date FINAL PLAT APPLICATION 2 of 3 FNLPAPP.DOC 3123/99 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby�eiadp for the 4� development specific sitelwaterway alterations: ACKNOWLEDGMENTS: �- I, 1L yid /V � • Vl ui , 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, A . , certify that any nonresidential structure on or proposed to be on this site as part of this pjAication is ignated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. V�� A YA:,k— A d. /0 ZCVZ En r &at /� Date B. I, A. v /1�.� , 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. A JAJa /0 V 7- En ' Date C. I, /L yl �N A. (/(�ur.�v , certify that the alterations or development covered by this permit shall not diminish the flood-carrMg 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 floodwaw and of y ges. Aid. 10j ZVV Z En 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 Conditions or comments as part of approval: Date �- ��r "Pr o�c.tFc E STS r�� C(7y of c 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. FINAL PLAT APPLICATION 3 of 3 FNLPAPP.DOC 3/23/99 SUBMIT APPLICATION AND THIS LIST CHECIMD OFF WITH 13 FOLDED COPIES OF PLAT FOR REVIEW FINAL PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LI MMI) 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. O 3. Title lock with the following information: /Name and address of subdivider, recorded owner, planner, engineer and surveyor. Fa' 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. My Total area intended to be developed. 4. North Arrow. 5. Subdivision boundary indicated by heavy lines. 0 N n 6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. O 7. All applicable certifications based on the type of final plat. �j Ownership and Dedication Surveyor and/or Engineer U City Engineer (and City Planner, if a minor plat) � lanning and Zoning Commission (delete if minor plat) - �Brazos County Clerk 0 Brazos County Commissioners Court Approval (ETJ Plats only) 0 8. Paid tax certificates. (,q T ' 51 CO./J ['u 6) 9. If submitting a replat where there are existing improvements, submit a survey of the subject property showing NA the improvements to ensure that no encroachments will be created. 13 10. If using private septic systems, add a general note on the plat that no private sewage facility may be installed A 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 Floodplain and floodway, if applicable, according to the most recent available data. 12. Lot comer markers and survey monuments (by symbol) and clearly tied to basic survey data. FINAL PLAT CHECKLIST 1 of 2 FNLPCK.DOC 03/25/99 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 0 ❑ Streets. Continuous or end ' -sac, stubbed out streets must end into a temp. turn around unless they are shorter th ❑ Public and private RO.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.) 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: ❑ 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 sizeldepth 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 saddepth 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. ❑ 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 ❑ No 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? ❑ Yes ❑ No If yes, TexDOT permit must be submitted along with the construction documents. NOTE: 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 Project Name: ftgLE (f MF:KUJ 0 - 479-1 Review Date: A/0 OZ Reviewer: )N Public Water Infrastructure General J� Overall utility layout sheet - showing easements (platted or by separate instrument) ❑ If separate instrument easements are needed - do not approve until we get them recorded ❑ TXDOT permits needed? AIA PL Sealed and Signed ❑ Engineers Estimates WILL F�!oVIDE: AT IF(AJAL Stet CM 1 L- Lines K Pipe material 9 Pipe sizes (allowable.... 6, 8,12,16,18 - note no 10" approved) ' CK Depth (4' +) (min,max) Dt Separation distances ( TNRCC) All utilities in plan & profile w /sizes and type ❑ Private vs. Public line distinction ❑ Wyes not past property line (so meter can be within ROW /easement) Max # of connections for size waterline ( TNRCC) 09 Pipe deflection (noted as %, degrees, radius - with begin/end curve, not at jt.) Ik Grades - existing and proposed (centerline, right and left) shown in profile Full TNRCC compliance Conflicts with other utilities shown id Labels on all major items in plan & profile (crossings) IC Size/Location sufficient for overall City needs/masterplan jd Minimize dead -end lines R' Lines located in PUE/ROW ;K Stationing on all fittings and taps Valves Valve spacing (500') Valves - system isolation P, Valves - at hydrant ❑ Backflow preventers/ and check valves uses as necessary (@ rrigation/fire sprinkler /pools/hazards) f� Blowoffs (FH ok too) @ end of dead end lines Air release valves at all major high points Fire Hydrants R Fire hydrant spacing (Coverage) 19 Fire hydrant location (relative to curb) Fire hydrant - ddtaWtype specified ❑ Fire flow calculations provided Service Lines PC Service lines - materials and size specified from main to meter X Services provided to all lots to a point beyond sidewalks on both sides of street oAdeve_scr\forms\eng cbkI4doc 3/25/99 1 of 12 Project Name: Rta g 6m rK Ate. - I lI • 741 r Review Date: A/6 - �Z Reviewer: F4 Public Wastewater Infrastructure General X Overall utility layout sheet - showing easements (platted or by separate instrument) )f If separate instrument easements are needed - do not approve until we get them recorded 0 TXDOT permits needed? X Sealed and Signed ❑ Engineers Estimates Lines ;1 Pipe material 'RI Pipe sizes (allowable.... 6,8,10,12,15,18) Depth (min cover) Depth (excessive) Separation distances ( TNRCC) Q� All utilities in plan & profile w /sizes and type 0 Private vs. Public line distinction ❑ Wyes not past property line 6C Grades - existing and proposed (centerline, right and left) shown in profile Flowlines (specified/labeled) Full TNRCC compliance J�. Conflicts with other utilities shown (min. 1'clear / except water - see TNRCC) 19 Labels on all major items in plan & profile (crossings) l� Size/I,ocation sufficient for overall City needs/masterplan C Lines located in PUE/ROW I Stationing on all manholes and services Manholes Lines end in MH Manhole spacing (max 500') Manhole diameter based on depth and line size (4'vs.5' diam.) ❑ Manhole covers - `watertight" cover if in floodplain $d Manholes accessible from public ROW /easement �[ Manholes at change of alignment, grade or size Drops through manhole ( TNRCC) Service Lines )t Service lines - materials and size specified from main to end V Services provided to all lots to a point beyond sidewalks on both sides It Services > 6" enter at manholes 0Adeve_wr\for=\cnu\chk3sLdoc 3M/99 3 of 12 Project Name: t LE (,FC�K !'�t7bA) 11• /D Review Date: Reviewer: Public/Private Streets General Overall plan layout of streets K Plan and profile for all streets ❑ If separate instrum easements are needed - do not approve until we get them recorded ❑ TXDOT permits needed? g Sealed and Signed ❑ Engineers Estimates Street Paving Plan 5( Sidewalk locations per subdivision regs. IL Curb inlets shown ❑ Culverts location K Storm Sewer location ❑ Bike laneststriping Street widths Right of way /easement width ). Radius sizes for (curb returns, median noses, turn lanes, etc) >� Curb and Gutter delineated Street Names Plan and Profile - stationed ❑ Benchmarks referenced K Centerline stationing info. (PC, PI, PT, other angle/bearing) 1� Curve info (length, tangent, radius, angle) �. Min. and Max. grades Radii Sidewalks Width Location X -slope 5C X- section (bedding, thickness, steel) - see details X Handicap ramps (location, x- slope, long slope, landing width, sideslopes, no curb returns on ramps) Pavine Profile All proposed and existing utility conflicts shown with size and flowline Profile of existing ground (centerline, right and left) Location of proposed storm sewers with size and grade $ Top of curb profile with grades Proposed paving profile o:\deve_seclforms\cngr\chk1st doc 3/25/99 5 of 12 Project Name: M= (. rnx ROBW W . W. 79 Review Date: Reviewer: /C $4 Public/Private Storm Sewer General K Overall plan layout of drainage facilities (can be shown on street plan) showing easements If separate instrument easements are needed - do not approve until we get them recorded Plan and profile for all storm sewers ❑ TXDOT permits needed? X Sealed and Signed ❑ Engineers Estimates Storm Sewer /Culverts 50 Pipe material (RCP = storm, RCPorCMP = culvert) Q� Pipe sizes labeled (see pg.47 DPDS) Size/Location sufficient for overall City needs/masterplan Depth (min cover) Depth (excessive) J� All utilities in plan & profile w /sizes and type ❑ Private vs. Public line distinction Street grades - existing and proposed (centerline, right and left) shown in profile �dC Flowlines (specified/labeled) Conflicts with other utilities shown pt Labels on all major items in plan & profile Located within drainage easement or right -of -way (specify width) (public only) Easement width adequate per DPDS Stationing shown ❑ Outfall location (if open, is rip-rap needed per design talcs) ❑ Does it match drainage report (sizes, inlets, etc) ❑ Hydraulic Grade Line (on plan or in drainage report) Junction Boxes/Manholes/Inlets Y� Lines end in JB/MH 5t JB/Manhole spacing (see pg 47 DPDS) JB/Manholes accessible from public ROW /easement $ JB/Manholes at change of alignment, grade or size Drops through inlet/manhole/M (see pg 48 DPDS) Curb inlets shown and labeled (referenced to drainage report) Details Standard Details noted or included (referenced as city of CS Standard Details) 157, Details for all non - standard items (included/ok) (not on CS Std detail sheet) N: Embedment details (specify option) 9 Trench safety if deeper than S' JZ Erosion control notes ❑ Culverts (SET) 'A Inlet/1-Box or manhole details (manhole access) 0 deve_serlfonnakngrkWk doc 3/25/99 7of12