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Home My WebLink About00071518In 01 The qJ)ery-) 8225 Central Park Drive, Suite 100 P.O. Box 22007 Wallace Waco, Texas 76702-2007 Group Inc. (254) 772-9272 Group, FAX 254 776-2924 Engineers ■ Architects ■ Planners ■ Surveyors LETTER OF TRANSMITTAL To: The City of College Station, Developmental Services Attn: Bridget From: Kevin Hessel Project: Pebble Creek, Phase 9A .P!' Project No.: 12671 Date: September 10, 2001 cc: File Enclosed Please Find The Following For Your Use: Copies Dated Description 13 Final Plat, Phase 9A 1 Application 1 Checklist 1 Check in the amount of $200.00 for fees 1 Preliminary Plat, Phase 9A (Mylar) 13 Preliminary Plat, Phase 9A 13 Field Notes, Phase 9A 2 Construction Plans Remarks: APR. 25 ' 02 (WED) 07:56 WALLACE GROUP 2:47726691 PAGE. 2/2 ,1 I s \ i W rut Y 1 g] 44 I To ,e I %aim I ° • 2 ` III I ~ 15'44'45' 726.00' 3 - L WAY / CHo - $1.e.' y v PAIs 34'44W W r' r' \ 1C1171 1' JOe' f7-11304 E Y r V I ' J r l ff7risw Ti \ 0 . t O ' 0 R- ,1doo' ♦ Q• ta' - e I r e \ \ ii 7! ga. . L CHO - 41Y' v Q \ M s, 1 \ ~ • I • SP tr) PROPOSED 00 ° o . 72'4643' L - 2 4 PEBBLE CREEK 12 ° CD CHo _ ee.e7 "PRASE 9-A I's , teo.oo I few CD PAIL f s / 3 IN Lli 11700-- 15 50,00' n nAn It 1 aia . 34061 " J N NO Ea 02 h, o7 a? / or, 3 0 / 1127 J 28 (NOT PLArr. PEBBLE CREEK DEVELOPMENT COMPANY ea e7m RESIDUE OF CALLED $05.19 ACRES DESCRIBED AS TRACT 1 / n a2vYSa' N / 1 VOLtiNE 1671. PACF• 276 1 OFFICIAL DEED RECORDS OF BRA 4OS COUNTY J o r ~ H v~ ep w R• 0 ~_t_~___ ROAMY a aen~ a +r f S o EXHIBIT OF TIMPOWY ROADWAY EASEMENTS +1 Ln THE WALLACE GROUP INC. a , ENGINEERS r ARCHITECTS * PLANNERS SURVEYORS ' WACO s KILLEEN * AUSTIN • TEMPLE + DALLAS C5 0 200 400 PLAT NO, A- 3891 DATE 07-19-01 SCALE WORK ORDER NO. 12671 DRAWN BY SRJ 3 DIGITAL FILE 12671ESMT.dwg FIELDBOOK/PG. XX/XX Project Name: Peb~h- CPee-L UA.PAa.$e Review Date: Reviewer: Public Water Infrastructure General ® Overall utility layout sheet - showing easements (platted or by separate instrument) JN If separate instrument easements are needed - do not approve until we get them recorded ❑ TXDOT permits needed? A0A 0 Sealed and Signed ❑ Engineers Estimates td;// PRvvidt 4-+ Lines 10 Pipe material 04 Pipe sizes (allowable....6,8,12,16,18 - note no 10" approved) Depth (4'+) (min,max) Separation distances (TNRCC) 09 All utilities in plan & profile w/sizes and type ❑ Private vs. Public line distinction W Wyes not past property line (so meter can bewithin ROW/easement) R Max # of connections for size waterline (TNRCC) W Pipe deflection (noted as degrees, radius - with begin/end curve, not at jt.) ® Grades - existing and proposed (centerline, right and left) shown in profile N Full TNRCC compliance X Conflicts with other utilities shown Gd Labels on all major items in plan & profile (crossings) 0 Size/Location sufficient for overall City needs/masterplan Ud Minimize dead-end lines 91 Lines located in PUE/ROW 10 Stationing on all fittings and taps Valves (9 Valve spacing (500') 'Q Valves - system isolation UQ Valves - at hydrant ❑ Backflow preventers/ and check valves uses as necessary (@irrigation/fire sprinkler/pools/hazards) N Blowoffs (FH ok too) @ end of dead end lines ® Air release valves at all major high points Fire Hvdrants Est" Fire hydrant spacing (Coverage) R Fire hydrant location (relative to curb) ® Fire hydrant - detail/type specified ❑ Fire flow calculations provided Service Lines Service lines - materials and size specified from main to meter 4d Services provided to all lots to a point beyond sidewalks on both sides of street o:\,kve_sc for,m\e~Aoc 3n5/99 1 of 12 Project Name: 7G~`e C ~e4 af)t. 44X 7A Review Date: Reviewer: Public Wastewater Infrastructure General 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? P Sealed and Signed ❑ Engineers Estimates Lines IA Pipe material Pipe sizes (allowable.... 6,8,10,12,15,18) Depth (min cover) Depth (excessive) 9 Separation distances (TNRCC) All utilities in plan & profile w/sizes and type ❑ Private vs. Public line distinction 00 Wyes not past property line ❑ Grades - existing and proposed (centerline, right and left) shown in profile 19 Flowlines (specified/labeled) Full TNRCC compliance Conflicts with other utilities shown (min. 1'clear / except water - see TNRCC) Labels on all major items in plan & profile (crossings) flg Size/Location sufficient for overall City needs/masterplan Lines located in PUE/ROW Stationing on all manholes and services Manholes K 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 19 Manholes accessible from public ROW/easement 93 Manholes at change of alignment, grade or size Drops through manhole (TNRCC) Service Lines Jq Service lines - materials and size specified from main to end 114 Services provided to all lots to a point beyond sidewalks on both sides P Services > 6" enter at manholes o:\,dcve wr~for=\ct g\chkLctdoc 3/25/99 3 of 12 Project Name: el i~e C1 eek 40*w". P14a-v- Review Date: Reviewer: Public/Private Streets General 00 Overall plan layout of streets 50 Plan and profile for all streets ❑ If separate instrument easemg~ are needed - do not approve until we get them recorded ❑ TOOT permits needed? /VV K Sealed and Signed 0 Engineers Estimates Street Paving Plan OR Sidewalk locations per subdivision regs. 50 Curb inlets shown ❑ Culverts location IX Storm Sewer location ❑ Bike lanes/striping [a Street widths ;K Right of way/easement width ~t Radius sizes for (curb returns, median noses, turn lanes, etc) Curb and Gutter delineated Street Names JQ Plan and Profile - stationed piL Benchmarks referenced )4 Centerline stationing info. (PC, PI, PT, other angle/bearing) 1 L Curve info (length, tangent, radius, angle) ti Min. and Max. grades ~4 Radii Sidewalks K Width Location ~L X-slope X-section (bedding, thickness, steel) - see details Handicap ramps (location, x-slope, long slope, landing width, sideslopes, no curb returns on ramps) Paving Profile pt All proposed and existing utility conflicts shown with size and flowline J~ Profile of existing ground (centerline, right and left) Location of proposed storm sewers with size and grade ~I Top of curb profile with grades Proposed paving profile o:%deve_seefanm`engr~chkLsLdoc 3125/99 5Of12 1 I Project Name: W~ k Oa AW'I . Naie V Review Date: Reviewer: Public/Private Storm Sewer General A Overall plan layout of drainage facilities (can be shown on street plan) showing easements 14 If separate instrument easements are needed - do not approve until we get them recorded 19 Plan and profile for all storm sewers ❑ TXDOT permits needed? ItJlf1 0. Sealed and Signed ❑ Engineers Estimates Storm Server/Culverts J4 Pipe material (RCP = storm, RCPorCMP = culvert) Ja Pipe sizes labeled (see pg.47 DPDS) od Size/Location sufficient for overall City needs/masterplan Jd Depth (min cover) J9 Depth (excessive) K 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 Flowlines (specified/labeled) Conflicts with other utilities shown Labels on all major items in plan & profile 1a Located within drainage easement or right-of-way (specify width) (public only) 14 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 Boaes/Manboles/Inlets Lines end in JB/NM l~ JB/Manhole spacing (see pg 47 DPDS) JB/Manholes accessible from public ROW/easement /Id JB/Manholes at change of alignment, grade or size Drops through inlet/manhole/JB (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) 'I Details for all non-standard items (included/ok) (not on CS Std. detail sheet) Ck Embedment details (specify option) X Trench safety if deeper than 5' )d Erosion control notes ❑ Culverts (SET) C L Inlet/J-Box or manhole details (manhole access) o:\deve_&cTlforms\engr\chklstdoc 3/25/99 7 of 12