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Letter of Completion 4 LETTER OF COMPLETION CITY ENGINEER DATE: o4/15/15 CITY OF COLLEGE STATION COLLEGE STATION, TEXAS RE: COMPLETION OF Creek Meadows Section 3 , Phase 3 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 Larry Young Paving and by their subcontractors as indicated by signatures below. WORK COMPLETED WARRANTY DATE Water (Wellborn SUD) 04/15/15 Sanitary Sewer 04/15/15 Storm Sewer 04/15/15 • Streets and Sidewalks 04/15/15 owner Creek Meadows Partners, L.P. Contractor:Larry Young Paving, Inc. Phone Number:(979) 268-2000 Phone Number: (979) 823-4888 Address: 2800 S Texas Ave. Ste 400 Address: 1852 Silver Hill Road Bryan, TX 77802 Bryan, TX 77807 Signature: �,,, .�� % Signature: - ACCEPTANCE & PPROVAL :�L.FLAT FILED Ci eprese tati e A : OFFSITE ESMTS FILED TEMP BLANKET ESMT FILED or NO OTHER ESM TS IVES • C' ngineer Revised 1/31/07 SOP: Filing of Final Plats - Letters of Completion 04/23/14 Engineering Inspector/Date::i7z1),. 1/ 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: ,,,((;:krosion/Drainage: Donnie Willis (0: 764-6375, C: 229-7632) S Water Services - General: Charles"Butch"Willis (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 'jA o CS Water Service— Liftstation: Doug Wallace (0: 764-6333) ".ix o CS Electric and Streetlights: Gilbert Martinez (0: 764-6255) pKCS Public Works—Traffic Signs/Markings): Lee Robinson (0: 764-3695) BTU Electric and Streetlights: Sonia Creda (0: 821-5770) lre-etlitts John Fontinoe or Randy Trimble (0: 821-5728) P6";-'8. bit"Y"4 ,,.-Confirm with development review engineer that service agreement is in place with BTu Y�+ 6- 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 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 o Record 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: ci file one set of Record Drawings in Public Works files, and of 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: the date on the Letter of Completion Warranty should reflect the date when all associated zp—unchlist items are completed, and the 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), Chris Haver (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 o place the original in Development Permit file. - 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 3, PHASE THREE 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 $8,000.00 $8,000.00 Construction Entrance, Inlet Protection) 3 Clearing &Grubbing (ROW&All Easements) 1 LS $2,000.00 $2,000.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 1,750 CY $5.00 $8,750.00 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway, Alleys, 500 CY $5.00 $2,500.00 Sitework, etc..) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil,Landscape 915 CY $3.00 $2,745.00 Berms&Miscellaneous)(Excavated On-Site) 7 4"Thick Reinforced Concrete Sidewalk (Includes 5,026 SF $5.00 $25,130.00 H/C Ramps) 8 24" Laydown Concrete Gutter 1,571 LF $13.00 $20,423.00 9 Concrete Apron at Street Intersection 113 SY $55.00 $6,215.00 10 6" Compacted Lime Stabilized Subgrade 3,182 SY $5.00 $15,910.00 (Residential Street) 11 6" Compacted Limestone Base (Residential Street) 2,345 SY $12.00 $28,140.00 12 2" Compacted Hot-mix Asphaltic Concrete 2,345 SY $16.00 $37,520.00 (Residential Street) SUB-TOTAL = $162,333.00 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $5,000.00 $5,000.00 (Including TV)by Contractor&Trench Safety 2 Recessed Curb Inlet(10' Opening) 3 EA $5,200.00 $15,600.00 3 Concrete Headwall (30" Pipe) 1 EA $4,500.00 $4,500.00 4 24" RCP (CL 4) Storm Sewer w/Non-Structural 36 LF $100.00 $3,600.00 Backfill 5 24" RCP (CL 4) Storm Sewer w/Structural Backfill 209 LF $125.00 $26,125.00 6 30"ADS (N-12) Storm Sewer w/Cement Stabilized 27 LF $125.00 $3,375.00 Sand Bedding & Non-Structural Backfill SUB-TOTAL= $58,200.00 CD1-260-0426-E07.xlsx 1 of 3 1 - _._.. Engineer's Cost Estimate 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 586 LF $22.00 $12,892.00 Backfill 3 4" PVC Water Line (C900, DR14) -Structural 63 LF $26.00 $1,638.00 Backfill 4 Tie into Existing Water Line 2 EA $750.00 $1,500.00 5 8" (MJ) Gate Valve & Box 1 EA $1,200.00 $1,200.00 6 4" (MJ)Gate Valve& Box 1 EA $800.00 $800.00 7 2" Blow-Off Valve& Riser 1 EA $1,500.00 $1,500.00 8 8"x 8" (MJ) Tee 1 EA $1,050.00 $1,050.00 9 8" x 4" (MJ) Reducer 1 EA $600.00 $600.00 10 4" (MJ) Plug w/2"Tap 1 EA $300.00 $300.00 11 Dual Water Service (Long Side) 5 EA $1,900.00 $9,500.00 12 Dual Water Service(Short Side) 3 EA $950.00 $2,850.00 13 Single Water Service (Long Side) 3 EA $1,400.00 $4,200.00 14 Single Water Service (Short Side) 1 EA $600.00 $600.00 SUB-TOTAL = $42,630.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety &TV Inspection 1 LS $2,000.00 $2,000.00 (Sewer Line) 2 Adjust Existing Manhole Rim & Cone 2 EA $2,000.00 $4,000.00 3 Dual Sanitary Sewer Service (Long Side) - 6 EA $2,500.00 $15,000.00 Connected to Existing Sewer Line 4 Dual Sanitary Sewer Service(Short Side) - 4 EA $950.00 $3,800.00 Connected to Existing Sewer Line 5 Single Sanitary Sewer Service(Short Side) 1 EA $750.00 $750.00 Connected to Existing Sewer Line SUB-TOTAL = $25,550.00 CD1-260-0426-E07.xlsx 2 of 3 Engineer's Cost Estimate ...".• v_ Ell ESTIMATED CONSTRUCTION COST= $288,713.00 .. P• • OF .•.' li j 10% CONTINGENCY= $28,871.30 '$ .. *,' * �' GRAND TOTAL = $317,584.30 "p/� :: 83 % _Aw,„,- 4r� Z 1 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 Wiwi► -d' _-=/ POST OFFICE BOX 9253 [ COLLEGE STATION,TEXAS 77842 Ci iing Eiragiiirswar OFF/FAX: (979)764-0704 f li 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. CD1-260-0426-E07.xlsx 3 of 3 Engineer's Cost Estimate CREEK MEADOWS - SECTION 3, PHASE THREE PAVING,DRAINAGE,& UTILITY IMPROVEMENTS COLLEGE STATION,BRAZOS COUNTY,TEXAS UNIT PERCENT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COMPLETE REMAINING PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 100% $0.00 Testing by Contractor&Trench Safety SWPP Measures(Rock Rip-Rap,Seeding,Silt Fencing, 2 Construction Entrance,Inlet Protection) 1 LS $8,000.00 63% $3,000.00 3 Clearing &Grubbing (ROW&All Easements) 1 LS $2,000.00 100% $0.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 1,750 CY $5.00 100% $0.00 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway,Alleys, 500 CY $5.00 100% $0.00 Sitework, etc..)(Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil,Landscape 915 CY Berms&Miscellaneous)(Excavated On-Site) $3.00 100% $0.00 7 4"Thick Reinforced Concrete Sidewalk(Includes 5,026 SF $5.00 50% $12,565.00 H/C Ramps) 8 24" Laydown Concrete Gutter 1,571 LF $13.00 100% $0.00 9 Concrete Apron at Street Intersection 113 SY $55.00 100% $0.00 6"Compacted Lime Stabilized Subgrade 10 3,182 SY $5.00 100% (Residential Street) $0.00 11 6"Compacted Limestone Base(Residential Street) 2,345 SY $12.00 100% $0.00 12 2"Compacted Hot-mix Asphaltic Concrete 2,345 SY $16.00 0% $37,520.00 (Residential Street) SUB-TOTAL= $53,085.00 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $5,000.00 100% (Including TV)by Contractor&Trench Safety $0.00 2 Recessed Curb inlet(10'Opening) 3 EA $5,200.00 100% $0.00 3 Concrete Headwall (30"Pipe) 1 EA $4,500.00 100% $0.00 4 24" RCP (CL 4) Storm Sewer w/Non-Structural 36 LF $100.00 100% $0.00 Backfill 5 24" RCP(CL 4) Storm Sewer w/Structural Backfill 209 LF $125.00 100% $0.00 6 30"ADS(N-12) Storm Sewer w/Cement Stabilized 27 LF $125.00 100% $0.00 Sand Bedding &Non-Structural Backfill SUB-TOTAL= $0.00 CD1-260-0426-E08.xlsx 1 of 3 :3 • Engineer's Cost Estimate WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 100% $0.00 Contractor&Trench Safety(Water Line) 2 8" PVC Water Line(C900, DR14)-Non Structural 586 LF $22.00 100% $0.00 Backfill 3 4" PVC Water Line(C900, DR14) -Structural 63 LF $26.00 100% $0.00 Backfill 4 Tie into Existing Water Line 2 EA $750.00 100% $0.00 5 8" (MJ)Gate Valve&Box 1 EA $1,200.00 100% $0.00 6 4" (MJ)Gate Valve& Box 1 EA $800.00 100% $0.00 7 2" Blow-Off Valve& Riser 1 EA $1,500.00 100% $0.00 8 8"x 8" (MJ)Tee 1 EA $1,050.00 100% $0.00 9 8"x 4" (MJ) Reducer 1 EA $600.00 100% $0.00 10 4"(MJ) Plug w/2"Tap 1 EA $300.00 100% $0.00 11 Dual Water Service(Long Side) 5 EA $1,900.00 100% $0.00 12 Dual Water Service(Short Side) 3 EA $950.00 100% $0.00 13 Single Water Service(Long Side) 3 EA $1,400.00 100% $0.00 14 Single Water Service(Short Side) 1 EA $600.00 100% $0.00 SUB-TOTAL= $0.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $2,000.00 100% $0.00 (Sewer Line) 2 Adjust Existing Manhole Rim&Cone 2 EA $2,000.00 100% $0.00 3 Dual Sanitary Sewer Service(Long Side)- 6 EA $2,500.00 100% $0.00 Connected to Existing Sewer Line 4 Dual Sanitary Sewer Service(Short Side) 4 EA $950.00 100% $0.00 Connected to Existing Sewer Line 5 Single Sanitary Sewer Service(Short Side) 1 EA $750.00 100% $0.00 Connected to Existing Sewer Line SUB-TOTAL= $0.00 CD1-260-0426-E08.xlsx 2 of 3 Engineer's Cost Estimate �P�E OF TE4,111 ESTIMATED CONSTRUCTION COST= $53,085.00 c-) •••••"••. 6` iii 10%CONTINGENCY= $5,308.50 of .* :: aN J GRAND TOTAL — $58,393.50 -1%, ... ,,E.N 5.;`)....4(,.0, / 1hVts.N":" ( I I l ....... RME Consulting Engineers i �. _ "�� TEXAS FIRM REGISTRATION No.F-4695 A "" d .""‘ �_� POST OFFICE BOX 9253 _ COLLEGE STATION,TEXAS 77842 C7"1122""1"��gr , ri'elle.r OFF/FAX: (979)764-0704 r 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. CD1-260-0426-E08.xlsx 3 of 3