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Letter of Completion LETTER OF COMPLETION CITY ENGINEER DATE: ' ‘/ CITY OF COLLEGE STATION COLLEGE STATION, TEXAS RE: COMPLETION OF Creek Meadows - Section 4, Phase 3B Dear 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. The one-year warranty is hereby affirmed and agreed to by Phillips Utility & Road and by their subcontractors as indicated by signatures below. WORK COMPLETED WARRANTY DATE Streets and Sidewalks 09/28/2015 Sanitary Sewer 09/28/2015 Storm Sewer 09/28/2015 Water Distribution (Wellborn SUD) 09/28/2015 Owner: Creek Meadows Partners, LP Contractor: Phillips Utility & Road Phone Number: (979) 268-2000 Phone Number: (979) 690-7250 Address: 401 S. Texas Ave. Ste 401 Address: 4490 Castlegate Drive Bryan, TX 77042 College Station, TX 77845 Signature�P(/'/f / j Signature: AC TANCE APPROVAL / v— I,s— Cit epresentative FILED tPLAT OFFSITE EMITS FILED TEMP BLANKET EMT FILED NO anew MOTS Afr1/41-Th ity ngineer Revised 1/31/07 SOP: Filing of Final Plats - Letters of Completion 10/14/2015 Engineering Inspector/Date: j.:6(-,44 Project Engineer/Date: DP Number: - Inspectors shall acquire written (i.e. email) punchlist comments and subsequently written confirmation from the following contacts before forwarding Letter of Completion to development review engineer: ti Erosion/Drainage: Donnie Willis (0: 764-6375) eCS Water Services - General: Gwtes-"Bu "-WiUis (0: 764-3435, C: 777-1202) • Water - coordinate fire flow analyses (or the design engineer for non-city utilities) and confirm test results meets min requirements with the dev review engineer (specific hydrants to test, if simultaneous, and min allowable flow) • Sanitary o CS Water Service— Liftstation: Doug Wallace (0: 764-6333) o CS Electric and Streetlights: Gilbert Martinez (0: 764-6255) o CS Public Works—Traffic Signs/Markings): Lee Robinson (0: 764-3695) P BTU Electric and Streetlights: Sonia Creda (0: 821-5770) John Fontinoe or Randy Trimble (0: 821-5728) Confirm with development review engineer that service agreement is in place with BTU o Non-City Utility Service Providers: (Wellborn Water SUD, Brushy Creek SUD, Wickson Creek SUD, etc) confirm with development review engineer that infrastructure is complete and for outstanding issues, o Digital Constrution Pictures: From contractor on CD-R, Inspector to confirm and file o Record Drawings: (2 Red-Lined Copies) for all Public Infrastructure with the following attestation: "I, , General Contractor for development, certify that the improvements shown on this sheet were actually built, and that said improvements are shown substantially hereon. I hereby certify that to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any are stated correctly hereon." General Contractor PRecord Drawings: (2 Red-Lined Copies) for Public Drainage Infrastructure including Private Detention Facilities with the following attestations: "I hereby attest that I am familiar with the approved drainage plan and associated construction drawings and furthermore, attest that the drainage facilities have been constructed within dimensional tolerances prescribed by the Bryan &College station Unified Stormwater Design Guidelines and in accordance with the approved construction plans or amendments thereto approved by the City of College Station." (affix seal) Licensed Professional Engineer State of Texas No. "I certify that the subdivision improvements shown on this sheet were actually built, and that said improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any, are stated correctly hereon." General Contractor - Inspectors to review Red-lined Record Drawings, upon acceptable confirmation of drawings, inspector to: file one set of Record Drawings in Public Works files, and forward one set of Record Drawings to Jeffery Speed (CSU) - Inspectors should forward Letters of Completion to the development review engineer that reviewed and stamped the construction plans after confirming: ill the date on the Letter of Completion Warranty should reflect the date when all associated punchlist items are completed, and ciithe Owner is shall be listed as the one affirming the one-year warranty - Development review engineer to: o add Dev Permit Number to Letter of Completion o stamp the Letter of Completion to confirm by initialing that the final plat is filed (or mylar is ready to be filed), all necessary easements (including offsite) have been filed, and blanket easement issues are resolved, and o Initial and route the Final Plat Mylar for filing. (Note if the developer provided surety the plat it may have been filed ahead of construction.) - Deborah Grace-Rosier(Planning) to file the Final Plat utilizes a coversheet to confirm: o infrastructure is accepted by Letter of Completion —or- Surety is provided and acceptable, o signed and notarized mylar of final plat, o parkland dedication has been paid, o digital file of final plat is provided, o a current paid tax certificate has been submitted, o sidewalk fee in lieu paid (if applicable), and - Development review engineer, upon the filing of Final Plat, stamp the Letter of Completion with the new stamp and verify-initial-n/a the Final Plat was filed, offsite easements have been filed, we have all necessary easements, etc - and then forward the Letter of Completion to Alan Gibbs (City Engineer) for final signature. - Carol (Sr. Asst. City Engineer) to: o enter the engineer's estimate and Letter of Completion date into Inspection List o forward hard original of finalized Letter of Completion to Crystal (P&DS). - Crystal to: verify o signatures on the Letter of Completion, o forward scanned copy of Letter of Completion and associated Engineers Estimate to the owner, developer, contractor, Terry Boriskie (Building), Ben McCarty (Building), Brian Binford (Building), Carol Thompson (Accounting), Kristina Keller (Accounting), Courtney Kennedy (Accounting), Jeffery Speed (CSU), Stephen Maldonado Sr. (CSU), Charles "Butch"Willis (CSU), Carol Cotter (Engineering), Alan Gibbs (Engineering), Erika Bridges (Engineering), Danielle Singh (Engineering), Gilbert Martinez (Electric) and Deborah Grace- Rosier (Planning). Kristina Keller will forward to Diane Broadhurst (CSU) after her review. o If don't have email addresses, mail copies to the owner and contractor, and attach it to the project in TRAKiT. - Deborah to place a hard copy of the Letter of Completion in the associated Planning Final Plat file. Engineer's Cost Estimate CREEK MEADOWS - SECTION 4, PHASE 3B PAVING,DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 $5,000.00 Testing by Contractor&Trench Safety 2 SWPP Measures(Rock Rip-Rap,Seeding, Silt Fencing, 1 LS $9,500.00 $9,500.00 Construction Entrance, Inlet Protection) 3 Clearing & Grubbing (ROW &All Easements) 1 LS $3,500.00 $3,500.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 875 CY $4.50 $3,937.50 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway, Alleys, 500 CY $4.50 $2,250.00 Sitework, etc..) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil, Landscape 650 CY $3.00 $1,950.00 Berms&Miscellaneous)(Excavated On-Site) 4"Thick Reinforced Concrete Sidewalk(Includes 7 6,770 SF $4.25 $28,772.50 H/C Ramps) 8 24" Laydown Concrete Gutter 1,622 LF $11.50 $18,653.00 9 6" Compacted Lime Stabilized Subgrade 2,938 SY $4.75 $13,955.50 (Residential Street) 10 6" Compacted Limestone Base (Residential Street) 2,169 SY $11.00 $23,859.00 11 2" Compacted Hot-mix Asphaltic Concrete 2,169 SY $13.00 $28,197.00 (Residential Street) SUB-TOTAL= $139,574.50 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $7,000.00 $7,000.00 (Including TV)by Contractor&Trench Safety 2 Recessed Curb Inlet(10' Opening) 1 EA $4,700.00 $4,700.00 3 Recessed Curb Inlet(15' Opening) 2 EA $5,500.00 $11,000.00 4 Storm Sewer Junction Box 2 EA $2,500.00 $5,000.00 5 Tie into Existing Storm Sewer Junction Box or Storm 3 LS $750.00 $2,250.00 Sewer 6 24" RCP (CL 4) Storm Sewer w/Structural Backfill 35 LF $115.00 $4,025.00 7 24"ADS (N-12) Storm Sewer w/Non-Structural 143 LF $105.00 $15,015.00 Backfill &Cement Stablized Sand Bedding 8 36" RCP (CL 4) Storm Sewer w/Structural Backfill 43 LF $145.00 $6,235.00 Engineer's Cost Estimate 9 36"ADS (N-12) Storm Sewer w/Non-Structural 278 LF $135.00 $37,530.00 Backfill &Cement Stablized Sand Bedding SUB-TOTAL = $92,755.00 WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor&Trench Safety(Water Line) 2 8" PVC Water Line (C900, DR14) - Non Structural 306 LF $19.00 $5,814.00 Backfill 3 6" PVC Water Line (C900, DR14) - Non Structural 476 LF $18.00 $8,568.00 Backfill 4 6" PVC Water Line (C900, DR14) - Structural 53 LF $26.00 $1,378.00 Backfill 5 Tie into Existing Water Line 2 EA $750.00 $1,500.00 6 8" (MJ) Gate Valve & Box 2 EA $1,100.00 $2,200.00 7 2" Blow-Off Valve & Riser 1 EA $1,100.00 $1,100.00 8 8" x 6" (MJ)Tee 1 EA $850.00 $850.00 9 8" (MJ)45 deg Bend 4 EA $550.00 $2,200.00 10 8" (MJ) Plug w/2"Tap 1 EA $300.00 $300.00 11 Dual Water Service (Long Side) 4 EA $1,900.00 $7,600.00 12 Dual Water Service (Short Side) 6 EA $950.00 $5,700.00 13 Single Water Service (Long Side) 2 EA $1,400.00 $2,800.00 14 Single Water Service (Short Side) 2 EA $600.00 $1,200.00 SUB-TOTAL = $45,210.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $4,000.00 $4,000.00 (Sewer Line) 2 6" PVC Sanitary Sewer(SDR-26, D3034) - Non 993 LF $25.00 $24,825.00 Structural Backfill 3 6" PVC Sanitary Sewer(SDR-26, D3034) 57 LF $42.00 $2,394.00 Structural Backfill 4 4' Diameter Standard Manhole w/32" Opening (Ring 4 EA $3,200.00 $12,800.00 & Cover) 5 4' Diameter Drop Manhole w/32" Opening (Ring & 1 EA $5,200.00 $5,200.00 Cover) Engineer's Cost Estimate 6 Tie into Existing Sanitary Sewer Line 1 EA $1,000.00 $1,000.00 7 Structural Bedding (Cement Stabilized Sand) 20 LF $23.00 $460.00 8 Dual Sanitary Sewer Service(Long Side) 6 EA $1,750.00 $10,500.00 9 Dual Sanitary Sewer Service (Short Side) 5 EA $650.00 $3,250.00 10 Single Sanitary Sewer Service (Long Side) 1 EA $1,200.00 $1,200.00 SUB-TOTAL = $65,629.00 .�_ ...xxxx ESTIMATED CONSTRUCTION COST= $343,168.50 --\E OF TEX S1 10% CONTINGENCY= $34,316.85 .:::%\\''.."` i • *:' )k # GRAND TOTAL = $377,485.35 e" RABO► &t3 S°.••' -- "•'. 88583 0 ct- 0,4•• /CENS�....i ar F '• ••• Gi " 1L SSiONAL� �. .............. iRME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 .0,014491110111:141 POST OFFICE BOX 9253 COLLEGE STATION,TEXAS 77842 C aracjifrintiefeirs OFF/FAX: (979)764-0704 v E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules,operation and maintenance costs,equipment characteristics and performance,and operating results are based on this office's experience,qualifications and judgment as a design professional. Since RME has no control over weather,cost and availability of labor,material and equipment,labor productivity,construction contractor's procedures and methods, unavoidable delays,construction contractor's methods of determining prices,economic conditions,competitive bidding or market conditions and other factors affecting such estimates or projections,this office does not guarantee that actual rates,costs,performance,schedules,etc.,will not vary from estimates and projections prepared by the Engineer of record. LETTER OF COMPLETION DATE: CITY ENGINEER '6) -2)‘ ) 1 C CITY OF COLLEGE STATION • COLLEGE STATION, TEXAS RE: COMPLETION OF G . SCC-tat-IA((ll .7 ,; AI 41 A A . 51 f of - 00 2- ) Dear Sir: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under City inspectionthe of comCplleted ted according to plans and specifications as approved and required byCity 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. The one-year warranty is hereby affirmed and agreed to by t iop 11'C• and by their subcontractors as indicated by signatures below. WORK COMPLETED WARRANTY DATE (o S ( ,vl ._ c_\ou`3 -1% '---'arCa,� tLit..i't1 r'-J ' St Ib '.ter . Owner. �\3r ) '"v� )- Contractor: Phone Number: "i1�1- �i -R9-9 (itt Phone Number enCV 492- Li-92 11 a Address: Address: 1 16 ,.\(-)\,-, _ a Si natureq��(� cv Signature: Al i j; 9 / • i ...— ACCEPT CE & APPROVAL j,10,- - ---, s--1 - i City Representative �,,� ��4.111 PLAT FILED City Eng/ '-'^' �'�� .0 - b a_OFFSITE ESMTS FILED ' rt IGS TEMP BLANKET ESMT FILED NO OTHER ESMTS NEEDED Revised 1/31/07 Lakeridge Townhomes Engineers Estimate - FM 2818 Sidewalk Replat Item # Description Quantity Units Unit Price Price 1 Mobilization 1 LS $ 1,500.00 $1,500 2 Erosion Control 1 LS $ 1,500.00 $1,500 3 Cellulose Fiber Mulch Seeding 1446 LF $ 0.40 $578 4 4" Reinforced Concrete Sidewalk (6'wide) 8826 SF $ 4.00 $35,304 5 Handicap Ramp 1 LS $ 500.00 $500 6 24" HDPE Pipe 20 LF $ 50.00 $1,000 SUBTOTAL $40,382 Contingency (15%) $6,057 I TOTAL $46,4401 ..F.......................... ..Xgs ,.. .1".1 A. *.% i�ERpNIA J.B Mp iT 1 i 4f :..... 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