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Home My WebLink About01. Barron Crosing Proposed ImprovementsLETTER OF COMPLETION CITY ENGINEER DATE: January 11, 2016 CITY OF COLLEGE STATION COLLEGE STATION, TEXAS RE: COMPLETION OF Barron Crossing Proposed Street, Utility and Drainage Improvements t7ear Sir: 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 subcontracts 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. Phillips Utility and Road The one-year warranty is hereby affirmed and agreed to by Construction, LLC and by their subcontractors as indicated by signatures below. WORK COMPLETED PUBLIC WtR LtnIES�Fi2E �-IYp(7tV•LT5 PUPJ+-4C. �++�:C•2Y 5Ey�1Gr(Z Owner: BCS Development Co. Phone Number: 979-690-1222 Address: 4090 State Highway 6 S College Station, Texas 77845 mchilders@styleg,raftbuilders.com City Repr�ntativii City E gineer WARRANTY DATE .Zrl Tans zolt� 2r7 s4,., Z.oi� 2 `1 J'A,�t 20 t Phillips Utility and Road nstruction, LLC Contractor: Co Phone Number: 979-690-7250 Address: 4490 Castlegate Drive College Station, Texas 77845 arnoldclint28@gmail.com Signature: i YlIL1 Revised 1/31/07 Barron Crossing MBESI PROJ #: 10530027 Engineer's Opinion of Probable Construction Costs for Public Infrastructure January 9, 2015 Item # I Description Unit Quantity Ljmit Price Total I.00 Site Prenaration 1.01 Mobilization LS 1 $10,000.00 $10,000.00 1,02 Curb & Gutter Removal LF 76 $5.00 $380,00 1.03 Concrete Sidewalk Removal SF 246 $6.00 $1,476,00 Miscellaneous Subtotal: 11,856.00 2.00 Paving Construction 2.01 Earthwork Excavation and Embankment for Public ROW, LS 1 $150,000.00 $150,000.00 Common Area, and Lots (Cut: f3,803 CY; Fill: ±15,512 CY) 2.02 8" Lime Stabilized Subgrade (5 % by weight) SY 404 $2,05 $828,20 2.03 6" Lime Stabilized Subgrade (5 % by weight) SY 113373 $2,05 $23,314.65 2.04 Lime/Cement for Stabilized Subgrade TN 134 $165.00 $22,110.00 2.04 8" Crushed Limestone Base SY 1,311 $14.00 $185354,00 2.05 6" Crushed Limestone Base SY 25847 $10,75 $3005.25 2.06 2"HMACPavement SY 4,159 $11.58 $48,161.22 2.07 Concrete Curb and Gutter (Typ. 6" Raised Curb) LF 2,012 $11.50 $23,138.00 2.08 Concrete Curb and Gutter (Laydown Curb) LF 55 $11,50 $632.50 2.09 8" Reinforced Concrete Pavement SY 349 $39.60 $135820.40 2.10 6" Reinforced Concrete Pavement SY 4_,980 $35.10 $174,798,00 2-A 1 6" Reinforced Concrete Sidewalk SF 240 $4,25 $1,020.00 2.12 4" Reinforced Concrete Sidewalk SF 15,043 $3.70 $55,659.10 2.13 TAS/ADA Sidewalk Ramps w/Truncated Domes and EA 6 $650.00 $35900.00 Contracting Color 2.14 TAS/ADA Sidewalk Ramps w/o Truncated Domes and EA 14 $500.00 $7,000.00 Contracting Color 2.15 Grasspave2 (includes Grasspave2 and 12" Sand/Crushed SY 52 $35.00 $15820,00 Limestone Base) 2.16 Flat Curb (I' wide x 6" thick) for Grasspave2 Border LF 45 $11.50 $517.50 Paving Subtotal: 575,678.82 3.00 Drainage System Improvements 3.01 60" RCP Pipe, (ASTM C-76, CL IV) (Str. Backfill) LF 245 $380.00 $93,100.00 3.02 54" RCP Pipe, (ASTM C-76, CL IV) (Str. Backfill) LF 25 $250.00 $6,250.00 3.03 54" RCP Pipe, (ASTM C-76, CL III) (Str. Backfill) LF 168 $225,00 $37,800.00 3.04 48" RCP Pipe, (ASTM C-76, CL IV) (Str. Backfill) LF 7 $200,00 $1,400.00 3.05 48" RCP Pipe, (ASTM C-76, CL III) (Str. Backfill) LF 353 $185,00 $65,305.00 3.06 24" RCP Pipe, (ASTM C-76, CL 1II) (Str. Backfill) LF 99 $52.00 $5,148.00 3,07 18" RCP Pipe, (ASTM C-76,_CL III) (Str. Backfill) LF 433 $48.00 $20,784.00 3.08 Junction Box (7.5' x 4.0') EA I $4,500.00 $4,500.00 MBESI PROJ #: 10530027 Engineer's Opinion of Probable Construction Costs for Public Infrastructure January 9, 2015 Item # Description Unit Quantity Unit Price Total 3.09 Junction Box (6.5' x 6.5') EA 1 $4,000.00 $4,000.00 3.10 Junction Box (6.5' x 4.0') w/T x 3' Grate EA 2 $5,250.00 $10,500.00 3.11 Junction Box (2.5' x 2.5') EA 3 $2,400,00 $7,200.00 3.12 Standard 10' Recessed Inlet EA 5 $300.00 $19,000.00 3.13 3' x 3' Grate Inlet EA 5 $35100,00 $153500.00 3.14 Drop Headwall for 48" RCP EA 1 $1000.00 $10 000.00 Drainage System Subtotal: 300,487.00 4.00 Water Svstem Improvements 4.01 8" AWWAC900 CL305, Water Line, Str. Backfill LF _ 245 $32.00 $7,840.00 4.02 6" AWWAC900, CL 305, Water Line, Str. Backfill LF 689 $28.00 $19,292.00 4.03 4" AWWAC900, CL 305, Water Line, Str. Backfill LF 796 $20.00 $155920.00 4.04 Trench Safety (water) LF 81 $1,00 $81,00 4.05 8" Gate Valve EA 0 $1,400.00 $0.00 4.06 8" x 4" D.I. Tee EA 1 $375.00 $375.00 4.07 8" D.I.45 Deg. Bend EA 6 $350,00 $2,100.00 4.08 8" D.I. 22.5 Deg. Bend EA 0 $350.00 $0.00 4.09 8" x 6" D.I. Reducer EA 1 $300.00 $300.00 4,10 8" Anchor Coupling EA 1 $285,00 $285,00 4.11 6" Gate Valve EA 2 $868.00 $13736.00 4.12 6" D.I. Tee EA 1 $350,00 $350,00 4,13 6" D.I. 45 Deg. Bend EA 4 $300,00 $t,200.00 4.14 6" x 4" D.I. Reducer EA 1 $275.00 $275.00 4.15 6" Anchor Coupling EA 3 $275.00 $825.00 4.16 4" Gate Valve EA 4 $680,00 $2,720.00 4.17 4" D.I. Tee EA 1 $280.00 $280.00 4.18 4" D.I. 45 Deg. Bend EA 13 $280.00 $3,640.00 4,19 4" D.I. 11.25 Deg. Bend EA 2 $280,00 $560.00 4.20 4" Anchor Coupling EA 4 $-260.00 $1,040.00 4.21 Fire Hydrant Assembly EA 2 $35450.00 $6,900.00 4.22 2" Blow Off Valve Assembly -EA I $15200,00 $1,200.00 4.23 Water Service (Double), 1.5" type K Copper, EA 26 $1,650.00 $42,900.00 Short side (< 20') 4.24 Water Service (Single), 1.0" type K Copper, _ EA 3 $I,100.00 $3,300.00 Shots side (< 20') 4.25 Water Service (Double), 1.5"type K Copper, EA 5 $1,850.00 $9,250.00 Long side (> 20' but _<50') 4.26 Water Service (Double), 1.5" type K Copper, EA 3 $25000.00 $6,000.00 Long side (> 50') 4.27 Connection with existing 8" water line. EA 2 $800.00 $1,600,00 Water System Subtotal: 129,969.00 2of4 MBESI PROJ #: 10530027 Engineer's Opinion of Probable Construction Costs for Public Infrastructure January 9, Lutn Item# I Description Unit Quantity Unit Price Total 5.00 Sewer Sntem Improvements 5.01 18It AWWA D3034, SDR 26 PVC Pipe LF 1,634 $28.00 $45,752.00 5.02 6" AW WA D3034, SDR 26 PVC Pipe LF 932 $25.00 $23,300.00 5.03 Trenching & Backfill (Str.) (5'-8' Depth) LF 118 $16,00 $108.00 5.04 Trenching & Backfill (Str)(8'-10' Depth) LF 883 $18.00 _ $152894.00 5.05 Trenching & Backfill(Str) (10'-12' Depth) LF 888 $21.00 $18,648.00 5.06 Trenching & Backfill (Non-Str.) (5'-8' Depth) LF 89 $14.00 $15246.00 5.07 Trenching & Backfill (Non-Str.) (8'-10' Depth) LF 588 $16.00 $9,408.00 5.08 Trenching & Backfill (Non-Str.) (10'-12' Depth) LF 0 $19.00 $0.00 5.09 Trench Safety (sewer) LF 2,566 $1.00 $25566.00 5.10 Standard Manhole, 0-6 ft. deep EA 11 $2,900.00 $31,900.00 5.11 Doghouse Manhole, 0-6 ft deep EA 1 $3,200.00 $3,200.00 5.12 Extra Depth (>6) VF 44 $250.00 $11,000.00 5.13 4" Sewer Service Single - Short Side (< 20') _ EA 4 $1,500.00 $6,000.00 5.14 4" Sewer Service Double - Short Side (< 201) EA 21 $1,900.00 $3%900.00 5.14 4" Sewer Service Double - Long Side (>20') EA L 13 $2,500.00 $32,500.00 5,15 16" Dia. Steel Encasement LF 64 $65.00 $4,160,00 5.16 Concrete Cap LF 85 $15.00 $1,275.00 Sewer System Subtotal: 248,637.00 6.00 Erosion Control Improvements 6.01 Erosion Control Plan &Sedimen tation Con I, ncludes LS I $I5,000.00 $15,000.00 monitoring, record keeping, grass seeding, and cleanup) 6.02 Hydroseeding and Fibermulch SY 10,192 $1.25 $12,740.00 6,03 Silt Fence (Type I) LF 967 $3,00 $2,901.00 6.04 Curb Inlet Protection EA 7 $150,00 $1,050.00 6.05 Grate Inlet Protection EA 6 $150.00 $900.00 6.06 Entrance/Exit EA 1 $15500.00 $1,500.00 Erosion Control Subtotal: $34,091.00 3 of4 n I ' MBESI PROJ #: 10530027 Engineer's Opinion of Probable Construction Costs for Public Infrastructure January 9, 2015 Item # I Description I Unit I Quantity I Unit Price I Total 7.00 Miscellaneous Im rovements 7.01 Dumpster Pad, Single (14' x 14') (Includes bollards and screening) EA 3 $1,400,00 $4,200.00 7.02 Dumpster Pad, Double (14' x 26) (Includes bollards and screening) EA 2 $25700,00 $59400,00 7.03 "Street Name" Signs and Posts EA 5 $550,00 $2,750.00 7.04 Fire lane/Tow-Away Signs and Posts EA 10 $400,00 $4,000.00 7.05 Pavement Striping and Marking LS 1 1 $7,500.00 $7,500.00 Miscellaneous Subtotal:1 $23,850.00 Total Construction Cost: $1,324,568.82 The above construction estimate is based on the engineer's opinion of probable construction costs. This estimate constitutes our best judgment at this time for public improvements only. Private infrastructure costs (i.e. phone, CATV, Electrical, etc.) are not included in this estimate and should be determined obtained by the developer/owner. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which inflation may affect project costs between now and the bid date. During construction, additional features may become apparent as the work progresses, which may result in an increase or decrease in the project cost. McClure &Browne Engineering/Surveying, Inc. Firm Reg. No. F-458 000000000080900 J. DALE BROWNE, JR. WOO :;Q The City of College Station CITY OF COLLEGE STATION P.O. Box 9960 • 1101 Texas Avenue • College Station, TX 77642 • (979) 764-3570 January 29, 2015 Texas Department of Transportation Attn: Karl Nelson, P.E. 2102 Tabor Road Bryan, Texas 77803 RE: Barron Cut -Off connection to S.H. 40 Dear Mr. Nelson: �Ep ARTMCN I OF T� NSq F AREA OFFICE o9� JAN302014 2/ I VEv/ Please find the following enclosed permit application regarding the above referenced project: • Permit to Construct Access Driveway Facilities - 1 application The applicant has submitted a permit to construct a public street connection to S.H. 40. This development will extend Barron Cut -Off from the current terminus at W.S. Phillips Parkway to S.H. 40. The City of College Station will defer final permit conditions to TxDOT on this permit application. Please review this submittal at your earliest convenience and return a signed copy of the permit for our distribution. If you have any questions feel free to contact me at 9794 64-6221. Thank you, Danielle Singh, P.E. Transportation Planning Coordinator cc: TxDOT Driveway Permit file Encl. Form 1058 Home of Texas A&M University Permit to Construct Access Driveway Facilities on Highway Right of Way Form 1058 05113) Page 1 of 2 PERMIT NUMBER: TxDOT ENTER PERMIT NUMBER HERE GPS` ROADWAY REQUESTOR LATITUDE, LONGITUDE HWYNAME 30.552788,-96.291441 FOR TXDOT'S USE NAME BCS Development Co, Inc. CONTROL 4-13I0IT SECTION 2-DIGIT EX. 01 MAILING ADDRESS 4090 toHwy 6 South CITY, STATE, ZIP College Stallen, Texas 77845 PHONE NUMBER 979-690-1222 'GLOBAL POSITIONING SYSTEM COORDINATES AT INTERSECTION OF DRIVEWAY CENTERLINE MATH ABUTTING ROADWAY The Texas Department of Transportation, hereinafter called the State, hereby authorizes hereinafter called the Permittee, to ® construct / ❑ reconstruct a residential street (residential, convenience store, retail mall, farm, etc.) access driveway on the highway right of way abutting highway number S.H.40 in Brazos County, located approximately 990 feet south of the intersection of S.H. 40_South Bound & Barron Road in College Station Subject to the Access Driveway Policy described on page 2 and the following: 1. The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenence of an access driveway on the state highway right of way. pq'(MENTOF_T �• 2. Design of facilities shall be as follows and/or as shown on sketch on page 2 and Is subject to Conditio d belog Y �N, Referto attached drawings. AREA (VmC r JAN 3 0 2014 �EIvE' All construction of materials shell be subject to fnspeclion and approval by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Permiltee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the Slate. 4. The Permittee shall hold harmless the State and Its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks and shall be located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right of way. 6. The Slate reserves the right to require a new access driveway permit in the event of a material change in land use or change in driveway traffic volume or vehicle types. 7. This permit will become null and void if the above -referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 8. The Permittee will contact the State's representative telephone, (_) , at least twenty-four (24) hours prior to beginning the work authorized by this permit. 9. The requesting Permittee will be provided Instructions on the appeal process if this permit request is denied by the State. Date o Issuance �— State Authorized Represci l ative The undersigned hereby agrees to comply with the terms and conditions set forth in his ermi for construction and maintenance of an access driveway on the highway right of way. Date: _January 12, 2015 Signed: �/,A' (Property own r or owner's representative) Form 1058(Rev. 05/13) Page 2 of 2 Access Driveway Policy Title 43 Texas Administrative Code (Transportation), Chapter I I (Design), Subchapter C (Access Connections To State Highways) and the "Access Management Manual" establish policy for the granting of access and the design, materials, and construction of driveways connecting to state hiehways. All drivewav facilities must follow this oolicv. TxDOT Driveway Permit Request Contact For a local contact for your TxDOT Driveway Permit Request visit: http://www.txdo[.gov/inside-txdot/district.html. You can click on the section of the map closest to your location to find the local TxDOT office. You can also click on the drop down box below the map to find the district for your county. Sketch of Installation SH40 Barron Cut-off Connection Access. Access Driveway + 14' Deceleration Lane along SH40 + 4' Shoulder Addition -: See Attached Provisions (Important) :- Mar 13, 2015 SH40 (South ROW) +/-990' East of Barron Rd. Barron Cut-off Connection Brazos County Access Driveway Width 38' (40'R) w/ 24"x 115' RCP/CMP/HDPE w/SETS 6:1 + 14' Deceleration Lane w/ 100' Storage + 180' Taper + 4' Wide Shoulder (+/- 280') GENERAL SPECIAL PROVISIONS (Access Driveway Permit): 1) Traffic Control plan is required per TMUTCD prior to start of construction in the SH40 right-of- ways. 2) Areas within ROW disturbed by construction shall be restored to equal or better conditions than existing prior to construction, contractor is responsible for repairing damage to existing ROW front and backslope e.g. re-establishing vegetation and fill-in ruts 3) Contractor shall be responsible for locating all utilities within the right-of-way construction site. Contacts with local utility companies and utility locators are required. 4) Any lane closure will be allowed only between 8:30 AM and 4:30 PM, 5) No undercutting of existing asphalt pavement will be allowed. Existing pavement on SH40 @ the entrance site shall be removed by neat cutting as indicated. 6) Driveway shall be constructed as per Plan Details & Specifications (See attached). Driveway radius shall be 40'. Pavement shall be Non -trackable. 7) SETs (6:1) shall be required for ends of access driveway pipe (See attached). 8) Ditch Sections upstream and downstream at proposed access driveway shall be graded to drain. 9) Pavement surfaces shall be kept clear of mud, debris. etc. 10) Contractor shall notify Jeffrey Holland Brazos Maintenance (979-778-8054) for handling of any roadway signs in conflict with access driveway. 11) All signs installed by the Contractor in the ROW shall have breakaway bases as per TxDOT Standard Details 12) Erosion controls shall be installed as required. 13) Contractor shall contact Jeffrey Holland at 979-778-8054 or Jeff rey.Holland@TxDOT.gov. 48 hours prior to starting work. 1) Contractor is responsible for repairing damage to existing ROW front & Back slope (e.g. re-establishing vegetation and fill-in ruts). 2) Pavement Structure for the Deceleration lane should be per plans. a. 8" CRCP (Continuously Reinforced Concrete Pavement) Reinforced per TXDOT Standards attached. b. 8" Lime / Cement Stabilized Subgrade 3) Removal of existing and installation of new pavement markings shall comply with TxDOT Specifications. ® ~- °o oe9 y %TH' / J2 RO-Q �g ( w / z==�, _,9oo mp # ys S IZ: I I , I / I I K \! 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I.„,.u:.o �a.ro pppg� t F a6�ry ��ex�ag� �aai'rv:��.� n$ e� S'3 ASRS86 ao g "can ��. eae Driveway Pipe Requirements Diameter of * Depth of Minimum Required Pipe Ditch Pipe Length 18" 210" Driveway Width + 6' 2'6" Driveway Width + 12' 390" Driveway Width + 18' 3'6" Driveway Width + 24' 4'0" Driveway Width + 30' 24" 2'6" Driveway Width + 6' 310" Driveway Width + 12' 316" Driveway Width + 18' 4'6" Driveway Width+24' 30" 320' Driveway Width+ 6' 3'6" Driveway Width + 12' 4'0" Driveway Width + 18' 4'6" Driveway Width + 24' 36" 3'6" Driveway Width + 6' 410" Driveway Width + 12' 416" Driveway Width + 18' 5'0" Driveway Width + 24' 38" 416" Driveway Width+ 6' 510" Driveway Width+ 12' 5'6" Driveway Width + 18' 610" Driveway Width + 24' NOTE: See page 33. SMALL SLOPING PIPE ENDS--ORIVEWAYS,E7C. 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