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Home My WebLink About30 Development Permit 99-322 Campus Park Ph. 1B 630 Holleman DrDate: October 5, 2000 To : Amanda Hudec, Accounting From : Bob Mosley, City Enginee~ Subject: Completed Infrastructure from Private Development By the attached letter of completion for the Campus Park Phases IA, IB and 2 development, we have accepted the following improvements to the City of College Station infrastructure. Streets: 28-foot wide pavement (Townplace Drive) Sidewalks: 4-foot wide concrete Storm Sewer: 24-inch diameter RCP 30-inch diameter RCP 4 foot by 2 foot box culvert 5 foot by 5 foot junction box Sanitary Sewer: Water: 6-inch PVC sanitary sewer main (SDR26 3034) 4-foot diameter manholes 6-inch PVC main (C900 Cl.200) Fire Hydrant, Type C 321 linear feet 7 44 square feet subtotal $42,250.00 31 linear feet 24 linear feet 24 linear feet 1 each subtotal $8,270.00 986 linear feet 6 each subtotal $59,662.00 292 linear feet 3 each subtotal $29,660.00 The above added infrastructure totals $139,842.00 . Please note that the above totals have been adjusted. A revised engineers estimate has been requested from UDG. c: Natalie Ruiz, Development Coordinator John Logan Engineering Technician Missy Green, Staff Assistant LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: RE· COMPLETION OF CAnP//~ PAR Y- Phc._scJ IA IA{Zc The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City is requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. The one year warranty is '/3. A -CA-!lf6Y, LLC indicated by signatures below. WORK COMPLETED rowv f L--AU: Pe 1 t.N:= TOWN ?LA-CE f;'JDEWALI<. 7 . z.S-· <.) 0 E&APPROVAL ~.10112.1924( hereby affirmed and agreed to by and by their sub-contractors as DATE if«7Jlj.t!/oo rf!)f 7%1 t/ tJ () ~ 7 ?l,!1 /()tJ %1 JA./ I //Jo Owner: Bt..v11c.E CA1716Y Address: 8t7.K' 9s1 ?-, c!cu.G(;€f;VJ... Signature: ~d_~ I Contractor: 09 .-.l0c-r CJv.-eiLp.e..'363 Address: \->.(!) · ~X:. qc/f£J2- {),[I~ -s.'Tlo.~ ~ Signature~ ;c: CAMPUS-PARK SUBDIVISION PHASE 1-A PROllAllLE COST ESTIMATI ~ PAVING & SITE IMPROVEMENTS * 1 Excavation (6" depth) CY 15 $2 .50 2 8" Flexible Ba se SY 75 $9 .00 3 Lime Tr ea tment (6" depth) SY 75 $1.50 4 Reinforced Concrete Curb & Gutter LF 55 $8.00 5 Reinforc e d Concret e Pavin g SY 61 $27.00 6 Reinf. Con c rete Handicap Ramp EA 2 $750.00 7 Sawcut, tie and repair at str ee t EA 1 $500.00 ESTIMATED PAVING IMPROVEMENTS *Does not include paving for individual units DRAI NAGE IMPROVEMENTS 8 Detention Pond (Earth Work) LS 1 $10,000.00 9 Silt Fencing (Erosion Control) LF 200 $1.25 10 30" RCP LF ~: ':" 29 $45.00 11 4' x 2 ' Box Culvert LF 24 $120.00 12 24" RCP LF 31 $35.00 13 5' x 5' Junction Box EA 1 $2 ,500.00 14 Headwall EA 1 $500.00 ESTIMATED DRAINAGE IMPROVEMENTS WATER IMPROVEME NTS LF ., ' 84 $20 .00 --·-# ' 15 6" P.V.C. ~R 3034 Water Line 16 6" M .J. Gate Valve & Box EA 1 $800.00 17 8"x6" Tapping Sleeve w/ valve EA 1 $1,500.00 18 Cement Stabilized Embedment LF ~3 $10 .00 ESTIMATED WATER IMPROVEMENTS c :\C ostP h aselA . xi s 1 of 2 $37 .50 $675.00 $112.50 $440 .00 $1,647.00 $1,500.00 $500 .00 $4,912.00 $10,000.00 $250 .00 $1 ,305.00 $2,880.00 $1,085.00 $2,500.00 $500.00 $18,520.00 .:} ·' ~. {_ ' - -$1-,-680 .00 $800.00 $1 ,500 .00 _.$330.00 -. . $4,310.00 SEWER IMPROVEMENTS :::Mtln ::m::r::r:::::1:rnr1::1:111P:e$Y.Rnt11mtittttttr:::::::1r::::i::::::: :1:1n1Ntnr:1:: 1rnr:mlioc(::1r'n:tQf.n1rnaq$1rn:n:::m:mm+@P:rP.m$1Wrn 5td!;2.~ v ) 19 4" Service taps to Ex 8" (avg 25') 20 6" PVC Sewer Pipe (6'-8' depth) 21 4' Dia. Standard Manhole 22 Tie to Existing Manhole 23 Trench Safety 24 Standard Cleanout 25 4" PVC Sewer Service Line EA LF EA EA LF EA LF 3 45 $300.00 $35.00 $2,500.00 $500.00 $2.00 $200.00 $28.00 ESTIMATED SEWER IMPROVEMENTS ESTIMATED PROJECT COST Contigency (153) TOTAL PROJECT COST NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST $900.00 $1L,285;{)0 / )/~ .. u $7 ,500.00 $500.00 --$+-02-;00 75;2, r.J !) $200.00 $1,260.00 . $23r347·.oo :2 J u; ,2 $51,089.00 $7,663.35 $58,752.35 Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applic~_ble development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable construction cost prepared by UDG. / /. I¥', rc:r c :\Cost PhaselA.xl s 2 of 2 \ ,. ~ CAMPUS-PARK SUBDIVISION PHASE 1-B PROBABLE COST ESTIMATE PAVING & SI T E IMPROVEMENTS* --------------------------------·------ 1 Excavation (6" dep~l_ _________ CY 5 $2.50 -----2 6" Flexible Base SY 230 $9.00 3 Lime Treatment (6" depth) SY 30 $1.50 4 Reinforced Concrete Curb & Gutter LF 31 $8.00 5 Reinf. Concrete Handicap Ramp EA 2 $750.00 6 Sawcut, tie and repair at street EA 1 $500.00 ESTIMATED PAVING COST *Does not include paving for individual units DRAINAGE IMPROVEMENTS 7 Grading/Earthwork CY 605 $2.50 8 Silt Fencing (Erosion Control) LF 200 $1.25 ESTIMATED DRAINAGE COST WATER IMPROVEMENTS 9 LF $20.00 10 Std. Fire Hydrant Assembly EA $2,000.00 11 6" M.J. Gate Valve & Box EA $800.00 12 Cement Stabilized Embedment LF $10.00 13 12" x 6" Tapping Sleeve w/valve EA 1 $1,600.00 14 6" MJ Bend (22.5 Degree) EA ·1 $250.00 15 6" M.J. Plug EA 1 $250.00 -------- ------$12.50 ___ $2,070.00 $45.00 $248.00 $1,500.00 $500.00 $4,375.50 $1,512.50 $250.00 $1,762.50 00:00 $2,000.00 $2,400.00 ~6-;60 $1,600.00 $250.00 $250.00 ESTIMATED WATER IMPROVEMENTS c\CostPhaselB 1of2 <ruu.:; J ;2 ,j ,;J ~-,: SEWER I!viPROVEMENTS 16 4" Service Taps 17 6" PVC Sewer Pipe (6'-8' depth) 18 Cement Stabilized Embedment 19 4' Dia. Standard Manhole LF LF LF EA 5.S-:J )")cl $28.00 $35.00 $10.00 $2,500.00 -$1,9 80;() 0 '.)( w,000;00 ~"? ;i :r ~' $.{i,000.00 .S-.>c;(I . v u $2,500.00 20 Tie to Existing Manhole EA $500.00 $500.00 21 Trench Safety LF 22 Standard Cleanout EA $2.00 $200.00 $-1,2-0o.eo I I Ou , uiJ $200.00 /l et / )-,, 1 ~· /,,.,,, ._/ ESTIMATED SEWER IMPROVEMENTS $39;380~· ESTIMATED PROJECT COST Contigency (150/o) TOTAL PROJECT COST NO"tES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST $59,218.00 $8,882.70 $68,100.70 Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment as an experien_ced and qualified professional engineering firm generally familiar with the construction indusby and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable ccinstruction cost prepared byUDG. c:\Cost:Phase1B 2of2 CAMPUS-PARK SUBDIVISION PHASE TWO PROBABLE COST ESTIMATE PA YING & SITE IMPROVEMENTS* 1 Excavation (6" depth) CY 914 $2.50 2 2" H.M.A.C. SY 1455 $6.00 3 6" Flexible Base SY 1750 $9.00 4 lime Treatment (6" depth) SY 1750 $1.50 5 Reinforced Concrete Curb & Gutter LF 766 $8.00 6 4" Reinforced Concrete Sidewalk SF '/'-;.;.: -1062 $3.00 7 Reinf. Concrete Handicap Ramp EA 5 $750.00 8 Sawcut, tie and repair at street EA 1 $750.00 ESTIMATED PAVING IMPROVEMENTS *Does not include paving for individual units DRAINAGE IMPROVEMENTS 9 Silt Fencing (Erosion Control) LF 330 $1.25 ESTIMATED DRAINAGE IMPROVEMENTS WATER IMPROVEMENTS $2,285.00 $8,730.00 $15,750.00 $2,625.00 $6,128.00 $3;-1:86.00 2 3J, dv .$3,150.00 -· $750.00 $43,-204~0 --S:--9 .2 ,2)u. Ju $412.50 $412.50 }NQ~t •Uti@:':ttttttfll•PESY.RlRJlQNillttf:tt:••••=t:mtm:t::t: :tt::::u:N:lmt:rnmm tr•tQ.li¥it:t :t :tUN.lm~~~P:O.$.ll:ill t WtQT.Al@¢()$.[if C. 9oD (..../,~uu 10 6" P.V.C. SOR 3034 Water Line 11 Std. Fire Hydrant As~embly 12 6" M.J. Gate Valve & Box 13 6" M.J. Bend (11.25 degree) 14 6" M.J. Bend (22.5 degree) 15 6" M.J. Bend (90 degree) 16 Cement Stabilized Embedme·nt SEWER IMPROVEMENTS 17 4" Service Taps To Existing 6" 18 6" PVC Sewer Pipe (6'-8' depth) 19 Cement Stabilized Embedment 20 Tie to Existing Manhole 21 4" Service Ta s 22 Standard Cleanout c:\CostPhase2.xls LF EA EA EA EA EA LF 9 1 2 1 $20.00 $2,000.00 $800.00 $250.00 $250.00 $250.00 $10.00 ·ESTIMATED WATER IMPROVEMENTS EA LF LF EA LF EA • ~ 12 460 1 $300.00 $35.00 $10.00 $500.00 $28.00 $200.00 ESTIMATED SEWER IMPROVEMENTS 1of2 . $1~ ... -=.~~ J C)'-f<J,J ~ $2,000.00 $7,200.00 $250.00 $500.00 $250.00 -$3l.,4()(M)O-11 , 1 L? () $3,600.00 $3,3-25:00 I 0 rJ • u ~ ~00;()0 (.;J ,.)J ' J, $500.00 $12,880.00 A_ $200.00 • ESTIMATED PROJECT COST Contigency (15%) TOTAL PROJECT COST NOTES CONCERNING OPINIONS or PROBABLE CONSTRUCTION COST $101,521.50 $15,228.23 $116,749.73 Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable construction cost prepared by UDG. )Z. /k-~4 c:\CostPhase2.xls 2 of 2 CAMPUS-PARK SUBDIVISION PHASE 1-B PROBABLE COST ESTIMATE PAVING & SITE IMPROVEMENTS* 1 Excavation (6" depth) CY 5 2 6" Flexible Base SY 230 3 Lime Treabnent (6" depth) SY 30 4 Reinforced Concrete Curb It Gutter LF 31 5 Reinf. Concrete Handica Ramp EA 2 6 Sawcut, tie and repair at street EA 1 $2.50 $9.00 $1.50 $8.00 $750.00 $500.00 ESTIMATED PAVING COST *Does not indude paving for individual units DRAINAGE IMPROVEMENTS 7 Grading/Earthwork CY 605 $2.50 8 Silt Fencing (Erosion Control) LF 200 $1.25 $12.50 $2,070.00 $45.00 $248.00 $1,500.00 $500.00 $4,375.50 $1,512.50 $250.00 ESTIMATED DRAINAGE COST $1,762.50 WATER IMPROVEMENTS 9 6" P.V.C. SDR 3034 Water Line LF 255 $20.00 $5,100.00 10 Std. Fire Hydrant Assembly EA 1 $2,000.00 $2,000.00 11 6" M.J. Gate Valve It Box EA 3 $800.00 $2,400.00 12 Cement Stabilized Embedment LF 210 $10.00 $2,100.00 13 12" x 6" Tappin Sleeve w /valve EA 1 $1,600.00 $1,600.00 14 6" Ml Bend 22.5 Degree) EA 1 $250.00 $250.00 15 6" M.J. Plug EA 1 $250.00 $250.00 ESTIMATED WATER IMPROVEMENTS $13,700.00 c \CostPhase1B lof 2 ... ,; ;, .. .. . ·-' '. ! ' , . . ., ,, ..... t . SE WER IMPROVEMENTS t•.w rnn::n?;mr:mrnrr o•.·•·· : 16 4" Service Taps 17 6" PVC Sewer Pipe 6'-8' depth 18 Cement Stabilized Embedment 19 4' Dia. Standard Manhole 20 Tie to Existing Manhole 21 Trench Safety 22 Standard Cleanout LF 285 $28.00 LF 600 $35.00 LF 600 $10.00 EA 1 $2,500.00 EA 1 $500.00 LF 600 $2.00 EA 1 $200.00 ESTIMATED SEWER IMPROVEMENTS ESTIMATED PROJECT COST Contigency (150/o) TOTAL PROJECT COST NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST $7,980.00 $21,000.00 $6,000.00 $2,500.00 $500.00 $1,200.00 $200.00 $39,380.00 $59,218.00 $8,882.70 $68,100.70 Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable c0nstruction cost prepared by UDG. c: \CostPhase1B 2of2 \ c . . ' From: To: Date: Subject: Eric Johnson <ericudg@txcyber.com> <jtondre@ci .college-station .tx.us > 1/7/00 11 :31AM Campus-Park Subdivision In talking with Ted Mayo yesterday , he said you would need to have an in-house meeting about resolving the waterline being too close to the easement and build ing on Lot 20 . After d iscussing this w ith Blake Cathey , he decided to move the sewer line so the water line could be relocated further from the easement and building . We are currently adj ust ing the plans to reflect th is. We wanted to let you know about this so you would not waste any staff time having a meeting regarding this issue. Eric Urban Design Group 909 Southwest Parkway East College Station , TX 77840 (409) 696-9653 Fax: (409) 696-9752 DEVELOPMENT PERMIT PERMIT NO. 99-500322 Campus Park Phase 1-B FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: Holleman & Welsh DATE OF ISSUE: 1/19/2000 OWNER: Blake Cathey 6345 Smith Road Bellville, Texas 77418 409-218-1200 TYPE OF DEVELOPMENT: SPECIAL C O NDITIONS: F ull P ermit No n e SITE ADDRESS: 630 Holleman Dr. DRAINAGE BASIN: Bee Creek Trib B VALID FOR 12 MONTHS C O NTRACTOR: The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. 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. I hereby grant this permit for development of an area OUTS IDE the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of ollege Stati n that apply. I -;9 ·-z otJ' Date Date Contractor Date 01 /28 /2000 10:57 5959752 URBAN DESIGN GROUP . ...__, CAMPUS-PARK SUBDIVISION PHASE 1·8 PROBABLE COST ESTIMATE PA YING & SITE IMPROVEMENTS• 1 2 3 4 5 I *Doe9 not Include paving for lndlvldual units DRAINAGE IMPROVEMENTS 7 I WATER IMPROVEMENTS • 10 11 12 13 14 15 CY 5 $2.50 SY 230 9.00 SY 30 $1.50 LF 31 $8.00 EA 2 $750.00 l!A 1 $500.00 ESTJMATl!D PAVING COST CY 605 $2.50 lF 200 1.25 EmMATED DRAINAGE COST ,• LF 255 20.00 EA 1 000.00 EA 3 $800.00 lF 210 $10.00 EA 1 1600.00 EA 1 250.00 EA 1 $250.00 !STIMAnD WAT!R IMPROVEMENTS 1of2 PAGE 02 $12.50 $2,070.00 $45.00 $248.00 1,500.00 $500.00 $4,375.50 ,1,512.50 250.00 $1,762.50 5 100.00 2 000.00 $2,400.00 $2,100.00 1,600.00 250.00 $250.00 $13,700.00 01 /28 /2000 10 :57 6959752 SEWER IMPROVEMENTS 16 17 11 11 20 21 22 Standard aeanaut URBAN DES IG N GROUP . : . LP 215 $28.00 LF 600 $35.00 Lf 600 fl0.00 1 2 500.00 1 $500.00 Lf 600 $2.00 1 $200.00 EST!MATEDSEWERIMPROVEM!NTS ESTJMATED PROJECT COST Contigency (15«M.) TOTAL PROJECT COST NOIES CONCERNING OPINIONS OP PROBABLE CONSTRUCTION COST PAG E 03 $8,000.00 500.00 500.00 $1,200.00 $200.00 $39,380.00 $59,218.00 $1,112.70 $68,100.70 Urblln Dellen Group'• (UDG) opinion• of probable conatructlon a>R pravtcled for herein .,. made an the ba .. 1 of our cxpeirtence • qualltlc:atktM and ,..,,_.,tour Nit Judgment as an experienced · mid quallfled Pl oht rfONll mgl.....tng flnn generally famlller wtth the construction Industry and applable davelopmead: regulatk>nl. ttowwer, since UDG ha not obtained approval from the approprtata jurf9dlctlon and UDG has no control owr the aMt of labor, materials, equipment or ~ fumlmhed by others, or over the Contndor'a methods of detarmlnlng prica, or over mmplllftive bidding or market mndltlonl, UDG cannot and do8I not guarantee that propoul1, blcll or lldllel CIDMtrudlon COit wttl not vary from opinions of probable c:an.trud:lon cmt prepared byUDG. a\CDllfll I Sii 2af2 01 /28/2000 10 :57 6969752 hone : •09-696-9653 F1x:40&-e9&-9752 Fax Toe Bridgette George Pax1 764-3496 Phone1 ··= URB AN DESIGN GROU P PA GE 01 Urban Design Group from: Susan Sasser D•te: January 28 , 2000 P•1 .. : 2+covr CC: CJ Utpnt 0 For Review D Pl .... Comment CJ Plwe lteply 0 Pl .... Recycle •COftllllenta: Bridgette, Here is the Cost Estimate for Phase 1-8 of Campus-Park . If you need anything else , let me know . Thanks , Susan Public Water Infrastructure Ge I Overall utility layout sheet -showing easements (platted or by separate instrument) £~7-~ O If separate instrument easements arc needed -do not approve until we get them recorded D TXOOT permits needed? Ji Sc:alcd and Sigilcd AJJD Rngi~rs Estimates Linet ~pc material ff Pipe si7.es (allowable .... 6,8,12,16,18 -note no 10" approved) · 0 Depth (4'+) (min.max) 0 Separation distancu (TNRCC) £" All utilities in plan /Jr. profile w/si:n:.s and type 0 Private vs. Public line distinction 0 Wyt:ii not past property line (so meter can be within ROW/easement) 0 Max # of connections for size waterline (TNRCC) 0 Pipe deflection (noted as~ .. degrees, radius -with begin/end curve, not atjt) ft Grades -existing and proposed (centerline, right and left) shown in profile 0 Full TNRCC compliance ;( Conflicts with other utilities shown ~ Labels on all major items in plan /Jr. profile (crossings) )'.I SiuJLocation sufficient for overall City needs/masterplan ~ ~~:m=~~~w ;-/~ ?~ 1vt e,,~, bJt (,()w ~ Li ~ ~Stationing on all~ and taps !tfo Y!!m 0 Valve spacing (SOO') O Valves • system isolation 0 Valves ·at hydrant 0 Backflow prcvcntcr&I and choclc valves uses as ncccssary (@irrigation/fire sprinldcr/pooWhazards) 0 Blowotrs (FH ok: too) @ end of dead end lines 0 Air rdeasc valves at all major high points Fire Hydrants 0 FU'C hydrant spacing (Coverage) 0 F°U'C hydrant location (rclalivc to cwb) 0 Fire hydlant • detail/type t;pc":i fied 0 F°U'C flow calculations provided Service Lines 0 Scrvic:c lines • ~ and size specified from main to meter 0 Services provided to all lots to a point beyond sidewalks on both sides of street I olll • Project Name:. _________ _ Review Date : __________ _ Reviewer: ___________ ~ Public Water Infrastructure< cont.) Details 0 Standard Details noted or included (referenced as city oC CS Standard Details) O Details for all non-standard items (included/ok) (not on CS Std. detail sheet) 0 All MI valves and fittings 0 Thrust blocking 0 Easement width adequate 0 Embcdmcnt details (specify option) 0 Trench safety if deeper than s• 0 Erosion control notes The following items arc variaDc::cs to the College Station public waterline standards: 2 ol12 I r> • Project Name : _________ _ Review Date:, __________ _ Review er: ___________ _ Public Wastewater Infrastructure General A' Overall utility layout sheet -showing casements (platted or by separate instrument) O If separate instrument easements arc needed -do not approve until we get them recorded 0 TXDOT permits needed? ;:( Sealed and Signed /)o o Engineers Estimates .ii ACS Pipe material ;( Pipe sizes (allowable .... 6,8,10,12,15,18) D Depth (min cover) 0 Depth (~ve) 0 Separation distances (TNRCC) _0/ All utilities in plan & profile w/sizcs and type 0 Private vs. Public line distinction D Wyes not past property line ;r' Grades -existing and proposed (centerline, right and left) shown in profile D Flowlines (specified/labeled) 0 F~TNR~oo~liancc / 0 Conflicts with other utilities shown (min. I 'clear I except water -see TNRCC) ~ ~ 1~ ;:]· ? 0 Labels on all major items in plan & profile (crossings) l O Si.uJLocation sufficient for overall City needs/masterplan / ~ 7 /, '1.-L fD D Lines located inPUFJROW ---------------~ D Stationing on all manholes and services Manholes D Liocs cud in MH D Manhole spacing (max 500') 0 Manhole diameter based Oil depth and line me (4 'vs.5' diam.) D Manhole covers -"watertight" oovcr if in floodplain 0 Manholes ~ible from public ROW/easement 0 Manholes at change of aligmncnt, grade or si7.c D Drops through manhole (TNRCC) Scnicc Lines D Service lines -materials and me specified from main to cud I 0 Services provided to all lots to a point beyond sidewalks OD both sides 4 ~ ,/1~5 s ~ 0 Scrvices ~ 6" enter at manholes 3 ol12 .,, Project Name:. __________ _ Review Date:. __________ ~ Reviewer.. ___________ ~ Public Wastewater Infrastructure( cont.) Details 0 Standard Details noted or included (referenced as city of CS Standard Details) 0 Details for all non-standard items (includc/ok) (not on CS Std. detail sheet) O :Easement width adequate 0 Embcchnr.nt details (specify option) 0 Trench safety if dccpcr than s• D Erosion c:ontro1 notes The following items arc varianocs to the College Station public wastewater standards: ··,. FOR OFFIC E U:i;;~, CAS E NO .: lf -~0 DATE SUBMITfED: FINAL PLAT APPLICATION (check one) Minor __ Amending .,/ Final __ Vacating __ Replat The following items must be submitted by an established filing deadline date for P & Z Commissions consideration. MINIMUM SUBMITf AL REQUIREMENTS _./_Filing Fee of$200.00 _./_Development Permit Application Fee of$100.00 (ifapplicable) (submitted previously) _./_Infrastructure Inspection Fee of $300 .00 (if any public infrastructure is being constructed.) _ .,/ _ Application completed in full . _./_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). _.,/_A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. _.,/_Two (2) copies of public infrastructure plans associated with this plat (if applicable). APPLICATION DATA NAME OF SUBDIVISION Campus Park Subdivision Phase 1-B SPECIFIED LOCATION OF PROPOSED SUBDIVISION near southeast corner of Holleman and Welsh .ADDRESS not available LEGAL DESCRIPTION 4 .102 acres of the Holleman Addition Volume 778 Page 173 APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Blake Cathey Street Address 6345 Smith Road C ity College Station State Texas Zip Code 77418 E-Mail Address bcathey@flash.net Phone Number (409) 870-5031 Fax Number NIA PROPERTY OWNER'S INFORMATION: Name same as above StreetAddress _______________ ~ __ City ___________ _ State Zip Code ______ E-Mail Address------------ Phone Number Fax Number-------------- ARCHITECT OR ENGINEER'S INFORMATION: Name Urban Design Group Street Address 909 Southwest Parkway East, Suite E City College Station State Texas Zip Code 77840 E-Mail Address udgcs@txcybe r .com Phone Number (409) 696-9653 Fax Number (409) 696-9752 FINAL PLAT APPLICATION FNLPAPP .DOC 3125199 I of2 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alte~o~: {}fhn~ /) fl!ric /JIL . I B -~ 3 0 ~ IJl/lWf_ ' I, I ~ l,-· . design engineer/owner, hereby acknowledge or affirm that: ACKNO~GMENTS: ~ The il nnation 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 haz.ard areas.) A. I, 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 I 00 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 Ha7.ard 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 Ha7.ard Study. Engineer Date 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 3of3 CAMPUS-PARK SUBDIVISION PHASE 1-B PROBABLE COST ESTIMATE PAVING & SITE IMPROVEMENTS* 1 Excavation (6" depth) CY 5 $2.50 2 6" Flexible Base SY 230 $9.00 3 Lime Treatment (6" depth) SY 30 $1.50 4 Reinforced Concrete Curb & Gutter LF 31 $8.00 5 Reinf. Concrete Handicap Ramp EA 2 $750.00 6 Sawcut, tie and repair at street EA 1 $500.00 ESTIMATED PAVING COST *Does not include paving tor individual units DRAINAGE IMPROVEMENTS 7 Grading/Earthwork CY 605 $2.50 8 Silt Fencing (Erosion Control) LF 200 $1.25 ESTIMATED DRAINAGE COST WATER IMPROVEMENTS $12.50 $2,070.00 $45.00 $248.00 $1,500.00 $500.00 $4,375.50 $1,512.50 $250.00 $1,762.50 Tl\ ;. . U:N IT-.C.O.ST · ·· ·.TQTAC. COST : 9 6" P.V.C. SOR 3034 Water Line LF 255 $20.00 $5,100.00 10 6" M.J. Gate Valve & Box EA 3 $800.00 $2,400.00 11 Cement Stabilized Embedment LF 210 $10.00 $2,100.00 12 12" x 6" Tapping Sleeve w/valve EA 1 $1,600.00 $1,600.00 13 6" MJ Bend (22.5 Degree) EA 1 $250.00 $250.00 14 6" M.J. Plug EA 1 $250.00 $250.00 ESTIMATED WATER IMPROVEMENTS $11,700.00 c:\CostPhaselB 1of2 SEWER IMPROVEMENTS 14 4" Service Taps LF 285 $28.00 $7,980.00 15 6" PVC Sewer Pipe (6'-8' depth) LF 600 $35.00 $21,000.00 16 Cement Stabilized Embedment LF 600 $10.00 $6,000.00 17 4' Dia. Standard Manhole EA 1 $2,500.00 $2,500.00 18 Tie to Existing Manhole EA 1 $500.00 $500.00 19 Trench Safety LF 600 $2.00 $1,200.00 20 Standard Cleanout EA 1 $200.00 $200.00 ESTIMATED SEWER IMPROVEM~NTS $39,180.00 ESTIMATED PROJECT COST $57,018.00 Contigency (153) $8,552.70 TOTAL PROJECT COST $65,570.70 NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations. However, since UOG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UOG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable construction cost prepared by UDG. I Z · / 6 · '""J<7 c:\CostPhaselB 2 of 2