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Home My WebLink About00070248E �+' ._._ E ��, __�.�.._ __�w _. __._ ,�..._.._ _ _..__ -- � _ mm _ ��.,t._.._.... _ .__e: _____n_.� ._____.__ �; i' f %fr: 7 .. 3� �� of 5L o f r --� ►►- �� ;r . � "r� . J -... 't�j 'u, 10/ - SUBMIT APPLICATION AND THIS LIST CHECKED OFF wrrH 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. LW � 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 a1 rded owner, planher, engittwdrand s GK Proposed name of subdivision. (Subdivision name & street names will be approved through � Brazos County 911.) (Replats need to retain original subdivision name.) ,E ate of preparation. ngineer's scale in feet. Total area intended to be developed. Wr North Arrow. 5. Subdivision boundary indicated by heavy lines. ❑ / i 6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. 7. All plicable certifications based on the type of final plat. wnership and Dedication `,� Surveyor and/or Engineer City Engineer (and City Planner, if a minor plat) arming and Zoning Commission (delete if minor plat) Brazos County Clerk ---�"" Brazos County Commissioners C ourt Approval (ETJ Plats only) ❑ 8. Paid tax certifica �4�� '" �'"�� •-� 9. If submitting a replat where there are existing improvements, submit a survey of the subject property showing , Vf A 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 � 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. 1 Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data. 12. Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data. FINAL PLAT CHECKLIST 1 of 2 FNLPCK.DOC 03/25/99 y 13. Matches the approved preliminary plat and/or master development plan. 1J4! 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 Pro / Streets. Continuous or end ' -sac, stubbed out streets must end into a temp. turn around unless they are shorter th 0 --- ❑ 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. Co nstructio n documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed by a Licensed Texas r`g o�essional 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 sizeldepth 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 p lat with a volume and agp a listed to indicate where the separate instrument easements were filed. Separate instrument easements must be prior or concurrently with Final Plat. ❑ 17. Are there impact fees associated with this development? O Yes U40 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 O� <O 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 (NO,11)._must be submitted prior to issuance of a development permit. FINAL PLAT CHECKLIST 2 of 2 Project Name: itacE C mrr F - P473'1 Review Date: A/0 Reviewer: N{/ Public Water Infrastructure General f 7 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? �a PL Sealed and Signed ❑ En gineers Estimates klia- MOVIAE AT FWAL. SuWM17 - 7AL- Lines Iff Pipe material ig Pipe sizes (allowable.... 6,8,12,16,18 - note no 10" approved) iK Depth (4' +) (min,max) 5t Separation distances (TNRCC) K 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) L4 Pipe deflection (noted as %, degrees, radius - with begin/end curve, not at jt.) 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) K Size/Location sufficient for overall City needs/masterplan fQ Minimize dead -end lines kr Lines located in PUE/ROW Stationing on all fittings and taps Valves �[ Valve spacing (500') iX Valves - system isolation f$ Valves - at hydrant ❑ Backflow preventers/ and check valves uses as necessary (airrigation/fire sprinkler /pool0wards) Blowoffs (FH ok too) @ end of dead end lines Air release valves at all major high points Fire Hydrants * Fire hydrant spacing (Coverage) * Fire hydrant location (relative to curb) J U Fire hydrant - detail/type specified ❑ Fire flow calculations provided Service Lines PC Service lines - materials and size specified from main to meter ;, Services provided to all lots to a point beyond sidewalks on both sides of street o:\deve_ser�forrm\eng \chkLsLdoc 3n3/99 1 of l2 Project Name: �� Aga. r Review Date: A/6 Reviewer: P4 Public Wastewater Infrastructure General X Overall utility layout sheet - showing easements (platted or by separate instrument) ¢Z If separate instrument easements are needed - do not approve until we get them recorded ❑ TXDOT permits needed? 9 Sealed and Signed 0 Engineers Estimates Lines Pipe material 4Q Pipe sizes (allowable.... 6,8,10,12,15,18) Depth (min cover) Depth (excessive) Separation distances ( TNRCC) All utilities in plan & profile w /sizes and type ❑ Private vs. Public line distinction 0 Wyes not past property line EX Grades - existing and proposed (centerline, right and left) shown in profile Ill; Flowlines (specified/labeled) Full TNRCC compliance j�. Conflicts with other utilities shown (min. 1'clear / except water - see TNRCC) Labels on all major items in plan & profile (crossings) Size/Location sufficient for overall City needs/masterplan C Lines located in PUE/ROW 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 It Manholes accessible from public ROW /easement A 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 rX Services provided to all lots to a point beyond sidewalks on both sides it Services > 6" enter at manholes o:�deve_ser�fanv�engr4klsLdoc 3/ 3 of 12 Project Name: 7t air— 6mr- Am , ?X 7D Review Date: • l�• �' Reviewer:�v Public/Private Streets General Overall plan layout of streets K Plan and profile for all streets ❑ If separate instrument easements are needed - do not approve until we get them recorded ❑ TXDOT permits needed? g Sealed and Signed ❑ Engineers Estimates Street Paving Plan 5C Sidewalk locations per subdivision regs. J C Curb inlets shown ❑ Culverts location K Storm Sewer location ❑ Bike lanes/striping IX Street widths 5( Right of way /easement width )L Radius sizes for (curb returns, median noses, turn lanes, etc) ffi Curb and Gutter delineated. Street Names Plan and Profile - stationed 0 Benchmarks referenced Centerline stationing info. (PC, PI, PT, other angle/bearing) Curve info (length, tangent, radius, angle) Min. and Max. grades Radii Sidewalks Width Location �L X -slope 5C X- section (bedding, thickness, steel) - see details g Handicap ramps (location, x- slope, long slope, landing width, sideslopes, no curb returns on ramps) Paving 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 bt Proposed paving profile o:\devo_sa 3/25/99 5 of 12 Project Name: # aea C..r ar W W. 79 Review Date: l Reviewer: /C IV y 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 0 TJDOT permits needed? V: Sealed and Signed ❑ Engineers Estimates Storm Sewer /Culverts Pipe material (RCP = storm, RCPorCMP = culvert) Pipe sizes labeled (see pg.47 DPDS) g Sized ocation sufficient for overall City needs/masterplan Depth (min cover) Depth (excessive) K All utilities in plan & profile w /sizes and type ❑ Private vs. Public line distinction j9 Street grades - existing and proposed (centerline, right and left) shown in profile Flowlines (specified/labeled) Conflicts with other utilities shown Labels on all major items in plan & profile Located within drainage easement or right -0f - -way (specify width) (public only) Easement width adequate per DPDS Stationing shown ❑ Outfall location (if open, is rip-rap needed per design calcs) ❑ Does it match drainage report (sizes, inlets, etc) 0 Hydraulic Grade Line (on plan or in drainage report) Junction Bozes/ManbolevInlets K, Lines end in JB/MH V. JB/Manhole spacing (see pg 47 DPDS) JB/Manholes accessible from public ROW /easement 11� JB/Manholes at change of alignment, grade or size JiC Drops through inlet/manhole/JB (see pg 48 DPDS) Curb inlets shown and labeled (referenced to drainage report) Details 04 Standard Details noted or included (referenced as city of CS Standard Details) tK Details for all non- standard items (included/ok) (not on CS Std detail sheet) CZ Embedment details (specify option) Ito Trench safety if deeper than 5' JZ Erosion control notes ❑ Culverts (SET) )& Inlet/1-Box or manhole details (manhole access) oAdeve_scrlforms\enukhktsLdoc 3/25/99 7 of 12 ICI Scale 1" = 250 M y i-1 C� :6 U 0 U z . o Q y y 4 Sewer T39B2 5- 10-2000 i M014 MOQ5 MO 4 11048 \ Moo M00 :)o 00 7 OIL`\ , F M002 y � M001 006 \' M005 ICI Scale 1" = 250 M y i-1 C� :6 U 0 U z . o Q y y 4 Sewer T39B2 5- 10-2000