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HomeMy WebLinkAbout1.0 Partial Release of Collateral Request• M Employee -Owned Company September 20, 2005 Mark Bean, County Planner Garfield County Building and Planning Department 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Re: Ironbridge P.U.D. — Partial Release of Collateral Request Number Five (5) HCE Project No. 2051019.00 Dear Mark: On behalf of LB Rose Ranch, LLC, the Owner of Ironbridge P.U.D., and in accordance with the terms of the Subdivision Improvements Agreement by and between the Board of County Commissioners of Garfield County and the Owners, this letter serves as the fifth request for partial collateral release • High Country Engineering, Inc. (HCE) has been on site as needed to observe the construction on the project and certify that: 1. All costs for which the release is being requested have been incurred in connection with the construction of the improvements; • 2. All work performed and materials supplied are in accordance with the plans and specifications; 3. All work has been performed in a workmanlike manner; 4. No funds are being requested for work not completed, or for materials not installed or stored on site with the exception of the 5 -ft concrete sidewalk totaling $123,648.00 including retainage. This walk was not constructed per an agreement between the owner and county after construction had begun; however the SIA cost estimate was never updated to reflect the deletion of the sidewalk. 14 Inverness Drive East, Suite F-120 Englewood, Colorado 80112 telephone (303) 925-0544 - fax (303) 925-0547 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 telephone (970) 945-8676 — fax (970) 945-2555 • • • Mark Bean September 1st, 2005 Page 2 of 2 The associated request for release is shown in the following table. Cost Estimate Original Total Previously Released 5th Collateral Release Funds Remaining Phase 1 Public Improvements $7,021,526.24 $6,672,259.19 $337,641.70 $11,625.35 Phase 1 Landscaping $279,518.61 $133,104.10 $146,414.51 $0.00 Cart Path $891,726.00 $891,726.00 $0.00 $0.00 RFWSD Payment $370,596.00 $370,596.00 $0.00 $0.00 TOTAL $8,563,366.85 $8,067,685.29 $484,056.21 $11,625.35 Please see the enclosed summaries of the costs being requested on the different areas of the project. We are requesting the funds in the amount of $484,056.21 be released and considered complete. This leaves $11,625.35 to complete the remainder of the public improvements. In this request we have also asked for all of the retainage for those items that have been completed. Those items still incomplete still have the retainage applied. Please contact me if you have any questions or need additional information. Sincerely, HIGH COUNTRY ENGINEERING, IANC. Ron Weidler, P.E. Division Manager Cc: David Joseph — Ironbridge Tim Thulson — Balcomb & Green 2000 elease (September 16, 2005) ROSE RANCH P.i1.D.PHASE 1 PL: PARTIAL RELEASE OF ITEM OUANTITY UNIT COST COS "f 6 Mobilization Earthwork Earthwork for util. above ditch Water Tank Base Prep. Retaining Wall (Face Area) Rock Excavation 1 L.S. 100,000.00 $100,000.00 1IL.S. 300,000.00 1 $300,000.00 11.00 5573,903.00 11L.S. 10,000.00 $10,000.00 521731CY Road Construction 3' Asphalt__........_. ....................... 6" Class 6 ABC 1' Ribbon Curb BLIC IMPROVEMENTS COLATERAL QUANTITY PREVIOUS QUANTITY CURRENT HCE JOB NO: 97042.05 ^k:\, , rodata\file\ 97\97042\collateral#5.xls QUANTITY AMOUNT AMOUNT TO DATE CURRENT TO DATE 0 1.00 0 1.00 50.001 $100,000.00 $0.00; $300,000.00 52173 0 52,173.00 50.001 5573,903.00 6263': S.F. 15001C.Y. 32.00 5200,416.00 30.00 •: 545,000.00 SUBTOTAL 11 6263 0 1.00 50.001 $10,000.00 0 6,263.00 50.001 5200,416.00 15001 0 18,739 1S.Y. 3,469 1C.Y. 12,826 L.F.; 1.5' Median Curb 1,248 L.F.1 $1,229,319.00 8.00 1 $149,912.00 20.00: $69,380.00 9.00 11.00 $13,728.00 $115,434.00 18,739... .............................._0 3,469 i 0 12,826 i 0 1,248 1 0 1.500.00 50.00: 545,000.00 SUBTOTAL $0.00" 51,229,319.00 18739.00............._$0:00-...._....__..,....5149,912:00 3,469.00 5 0.001 569,380.00 12,826.00 50.00; Y_...__. 5115,434.00 50.001 513,728.00 1,248.00 1 Check Dam Construction 2.00 ; 52,888 :00 Sod in roadside ditches 1,137 !S.Y. 0.50 I 5568.50 10' Concrete bike path 4,623 'S.Y. 29.00 ; 5134,067.00 Maintenance Road to Water Tank 2,008 ' S.Y. 9.00 1 $181072.00 5' Concrete Sidewalk 28,102 !S.F. - 4.00 $I12,408.00 SUBTOTAL' 5616,457.50 Counts Road 109 Grading und:Earthwork Earthwork 1,444 L.F 11L.S. 126,000.00 5126,000.00 Rock Excavation 50C.Y. 50.00: 52,500.00 4" Asphalt 1 9352 S.Y. 8.00 ' $74,816.00 12032 S.Y. 6.00 1 $72,192.00 2" Asphalt 12" Class 3 ABC 6" Class 6 ABC .................................... Boulder wall Storm Drain CMP.................................. _ . Tared End 3150jC.Y. 16001C.Y. 1,444 i 0 0� 0 0 1,444.00 a 0.00 4,623 4,623.00 1 $0.001 $2,888.00 50.001 50.00 5134,067.00 $134,067.00 0 2,008 2,008.00 i $18,072.001 518,072.00 0 ': 28,102 28,102.00 i $112,408.001 5112,408.00 SUBTOTAL 5264,547.00 - 5615,889.00 1 0 1 50.001 $126,000.00 50 1 50.001 52,500.00 9,352: $0.001 ▪ 574,816.00 12,032 ': 50.001 572,192.00 3,1501 $0.001._..__.._. $63,000.00 1,600 • 50.001 533,600.00 1,600 50.001 532,000.00 501 _........____.._..__0 93521 0 12032; 0 20:00_!.._._...__.._ 5632000.00 21.00 ; 533,600.00 31501 0 16001.S.F. 20.00 i $32,000.00 16001 0 16001 0 81;L.F. 21 Each 50.00; 600.00 1 $4,050.00 51,200.00 MP......................................_........._......_........._....._.._i..- .._...... 2051L:F_.. Flared End ; 8lEach SCC1lanennS . Guardrail CDOT 1 pc 3 Revegetate/Landscape Class 1 Ground Sign Surveying/Construction Staking Soils Testing 2658 L.F. 1 L.S. 15FEach I ILS. IIL.S. 30.00 •; $6,15000 600.00 1 $4,800.00 25.00 $66,450.00 5,000.00$5,000.00 250.001 $3,750.00 8,000.00 ; 58,000.00 8,000.00 i 58,000.00 81 0 81 1 50.001 • 54,050.00 21 ...............__.._4. 205;...........__......_.._._0 8 0 2 50.001 51,200.00 205 i $0.001 56,150.00 8 i 50.001 54,800 N00 26581 0 11 0 SUBTOTAL' $511,508.00 Highway B2InterserNan Grading and Earthwork Earthwork 1 L.S. 77,000.00 $77,000.00 100 FC.Y. 55.00 j $5,500.00 Rock Excavation 0; 15 11 0 11 0 2,658:.........._..._...._......_50.001 S66,450.00 1 $0.001 55,000.00 15.._.........._......... $3,750:00.__.._.... ..._53,750:00 t ; 50.001 $8,000.00 $0.001 58,000.00 4" Asphalt (2-Lifs), Class CX 5,300 S.Y. 1.5" Asphalt Overlay, Class CX ._.,_.. 1 19,400 S.Y. 12" Class 1 ABC 1,750 C.Y._. 6" Class 6 ABC 880 IC.Y. Retaining Wa11 Median Curb & Gutter 3,600 S.F. 100 L.F. 9.60 4.; $50,880.00 4.101 $79,540.00 20.00 $35,000.00 SUBTOTAL i S3,750.001$511.508.00 1 i 0 1.00 ; $0.00; $77,000.00 100 1 0 i 100.00 i_ $000' _----$5,500.00 5,300 0 5,300.00 19,400 ; 0 19,400.00 ; $0.00; 579,540.00 1,750 ' 0 ; 1,750.00 50.001 $35,000.00 21.00 8.00 11.00 24" CMP 24" Flared End 263 1L.F. 3 ;Each $18,480.00 528,800.00 880 1... 0 ; 880:00. 50.001 518,480.00 3,600 i 0 3,600.00 $0.001 $28,800.00 $1,100.00 1001 0 100.00 32.00 µ $8,416.00 400.001 $1,200.00 • 263 0 3i 0 8' Concrete Box Culvert 440 L.F. Relocate Inlets Controls ................:.........................:....................................:.:..: TrafficSinals ....................................... Traffic Loops Pavement Striping Guardrail Type 3 Guardrail Type 4 2 Each 350.00 ; 5154,000.00 1,000.001 $2,000.00 1 L.S.i 1 ;L.S. 1 ;L.S. 1,800 ;L.F. 1,150 ':L.F. 440 1 0 21 0 263.00 ? 50.001 58,416.00 3.00: 50.00; 51,200.00 440.00 i 50.001 5154,000.00 2.00: 50.001 $2,000.00 i 1.00 ; 50.00 5100,000.00 50.00; $1,100.00 100,000.00 i $100,000.00 13,000.00 ; 513,000.00 10,000.00: $10,000.00 22:00: $39 600.00 50.00 ; $57,500.00 11 11 0 0 111 0 1,800 0 Class I Ground Sign Traffic Control 4 ; Each 250.00 1 51,000.00 1 L.S.; 35,000.00 1 535,000.00 tilities • • • • • • • 1,150 1 0 4 0 0 1:00: 50.001...................._$13,000;00 1.001 50.001 $10,000.00 1,800.00 ..........._............_50.001 539,600.00 1,150.00 ; 50.001 557,500.00 4.00 1 50.001 $1,000.00 1.00 1 50.001 $35,000.00 1 IL.S 10,000.00 1 $10,000.00 getate/Landscape Surveying/Construction Staking Soils Testing 1 1L.S. 1 L.S. 1LL.S 5,000.00: 55,000.00 7,000.00 $7,000.00 5,000.00 I 55,000.00 SUBTOTAL! $745,016.00 I1.............._........._.... 01 1 1.00 1 50.001 $10,000.00 1.00 1 55,000.001 55, 000.00 11 0 11 0 1.00 i 50.001 57,000.00 1.00. 50.001 55,000.00 SUBTOTAL; $5,000.001 $745,016.00 ROSE RANCH P.U.D. PHASE 1 PUBLIC IMPROVEMENTS PARTIAL RELEASE OF COLATERAL ,2000 elease (September 16, 2005) HCE JOB NO: 97042.05 k: \gprodata\file\97\97042\collateral#5.xls ITEM QUANTITY UNIT COST COST QUANTITY QUANTITY QUANTITY AMOUNT PREVIOUS CURRENT TO DATE CURRENT AMOUNT TO DATE 18" ADS N-12 132 L.F.:.:; ..._._._ 27.00 ,:.:._.__.. $3,564.00 1321 0 132.00 $0.00i 53,564.00 24" ADS N-12 30" ADS N -I2 36" ADS N-12 42" ADS N-12 48" ADS N-12 24" C.M.P. 36" C.M.P. 10'x10' Concrete Box Culvert 18" CMP Flared End 424 L.F. 30.00 1421L.F. 651L.F. 50.00 70.00 $12,720.00 57,100.00 4241 1421 0 0 $4,550.00 65 0 1743 L.F. 334 L.F. 60 L.F. 124EL.F. 90.00 110.00 32.00 $156,870.00 536,740.00 $1,920.00 1743, _.._..._........-0 3341 0 0 60 72.00 58,928.00 124 0 424.00 I 50.001 512,720.00 142.00 1 $0.00i. 57,100.00 65.00 50.001 $4,550.00 1,743.00 r $0.001 5156,870.00 334.00 $0.001 536,740.00 60.00 ' $0.00; 51,920.00 85IL.F. 4IEach 24" CMP Flared End 10 Each 1,050.00: 589,250.00 851 200.00 5800.00 4 250.00 1 • $2,500.00 10 0 0 30" CMP Flared End 4lEach Wing Walls for Concrete Culverts Baffled Oil Skinner 41Each 41Each 650.00 ! 1000.00 2500.00 1 52,600.00 54,000.00 $10,000.00 41 4! 01 0 0 0 0 124.00 50.001 58,928.00 85.00 ; $0.001 589,250.00 4.00 i 50.001 5800.00 10.00 50.001 52,500.00 4.00 i $0.001 52,600.00 4.00 0.00 50.001 54,000.00 50.001 $0.00 Domestic; Water .price includes trenching and fittings and restraints where needed SUBTOTAL: $341,542.00 12" DIP Waterline 10" DIP Waterline 8" DIP Waterline 6" DIP Waterline 12" Gate Valve 10" Gate Valve 8" Gate Valve 1" Water Service 6.539 L.F.F54.00 : 4T $353,106.00 6,539 2,023IL.F. 41.051 $83,044.15 2,023 9,794 1L.F. 31.33 1 $306,846.02 9,794 1 1,418 L.F.:`•! 20.00 i 528,360.00 1,418 I 0 SUBTOTAL 50.001 5331,542.00 0 1 6,539.00 ! 50.001 5353 ,106.00 O 2,023.00 •: $0.001 $83,044.15 9,794.00 1 50.001 5306.846.02 1,418.00: 50.00 528,360.00 10.00 50.00 $9,750.00 8.00 1 50.001 56,800.00 24.001 50.001 516,200.00 10 Each 975.00 8 Each 24 :Each 82 !Each PRV Vault Fire Hydrant Assembly Air Vac 2 1 Each 10 /Each ,750.00 10 ! 0 850.00 1 56,800.00 8 ; 0 675.00 ! $16,200.00 24 0 1,000.00 $82,000.00 82 16,500.00 $33,000.00 2 1 2,500.00 1 • 525,000.00 10 1 0 82.00 1 50.001 $82,000.00 0 2.00 50.001 533,000.00 0 10.00 1 $0.00; 525,000.00 2 1Each 3,000.00 6" PVC Drain from Tank 880 i L.F. Pump House House Appurtenances Tank(300k gal) Concrete er Tank Appurtenances Water Treatment Building -_ Water Treatment Appurtenances Water Treatment Pumps Connection to Exist Aspen. Glen Settling Pond Intake Structure 1 !Each 1 •.L.S. L.S. L.S L.S 20.00 10,000.00 1 $6,000.00 2 $17,600.00 880 510,000.00 1 20,000.00 520,000.00 11 450,000.00 1 5450,000.00 1 17,000.00 i 517,000.00 1 I 0 i , 160,000.00 i $1602000.00 1 ' 0 ! 1 iL S. 1 •:L.S. 1 iL.S. 2 E.A. O 2.001 50.001 $6,000.00 0 880.00 150.001 517,600.00 0 1.001 $0.00; $10,000.00 O 1.00 i $0.00! $20,000.00 0 1 1.00 i 50.001 $450,000.00 1.00 i. 50.00; 517,000.00 1.00 i 50.001 $160,000.00 230,000.00 $230,000.00 1 0 80,000.001 $80,000.00 1.00 $0.00 5230,000.00 11 0 0 4,000.00 1 54,000.00 2,000.00 8" SDR 35 Sewer Pipe 4' dia. Manhole 5421 L.F. SUBTOTAL • 32.00 $00000 ..................................2 $1,942,706.17 5173,472.00 54211 Sewer Services 23 Each 82 /Each 4,000.00 4" PE Sanitary Sewer Force Main Force Main Manhole Below grade lift station Concrete Encasement Electric Utility Conduit & Wire Electric Vault/Manhole 98981L.F. 24 [Each 21Each 4811L.F. 592,000.00 600.00 L549,200.00 12.00 12.00 _........ 5118,776.00 98981 5,000.00! $120,000.00 241 65,000.00 L 51302000.00 21 23 82 30.00 $14,430.00 Telephone/ Cable Utility Cond&Wire Gas Utility Q17POU5 Revegetate/Landscapc I L.0 ! .50,000.00 Class I Ground Sign 7 Each i 200.00 Sediment control fence 148541L.F. i 1.00 1.00 I 50.001 580,000.00 L.._.._....._ 1.001 ......$0.00: 54,000.00 01_2:��..............................._$0.00 54,000.00 SU13FOT.AL 50.00: $1,942,706.17 0 �........... 5,421.00 - .............._$000_.... 5173,472.00 0 23.0082.00 1 $0.001 592,000.00 0 1 $0.001 549,200.00 O 9,898.00 i $0.001 5118,776.00 O 24.00 1 50.001 W __. $120,000.00 0 i 2.00 1 50.001 $130,000.00 481.00 $0.001 514,430.00 SUBTOTAL; 50.001 ▪ 5697,878.00 4811 0 SUBTOTAL 5697,878 00 8650 L.F. . 20.00 1 5173,000.00 86501 , 26 Each ...:.........._..........._600.00_:......__..__._$151600.00 26!0 86501L.F. 1 1.00 i $8,650.00 86501 0 8650 L.F. 3.50 $30,275.00 86501 0 0 8,650.00 i 50.001 $173,000.00 26.00 1 50.001 $15,600.00 8,650.00 50.001 58,650.00 8,650.00 1 $0.001 530,275.00 $0.00'. $227,525.00 SUBTOTAL $227,525.00 $50,000.00 01 $1,400.00 0 $14,854.00 148541 011110101. 1.00 S50,000 00, $50,000.00 7 7.00 I 51,400.001 51,400.00 0 14,854.00 i 50.001 514,854.00 Erosion and Sediment Control ILLS. 5.000.00 $5,000.00 .....1. SUBTOTAL' $71,254.00 56,383,205.67 01 1.001 $0.00 55,000.00 $638,320.57 SUBTOTAL 551.400.00i $71,254.00 57,021,526.24 •$324,697.00; $6.372,637.17 $32.369.701 $637,263.72 5357,166.70 1.1 $7,009,900.89 • • July 6, 2000 5th Release (September 16, 2005) ROSE RANCH. P.U.D. P}-LkSE 1 LANDSCAPING PARTIAL RELEASE OF COLATERAL HCE 164 NO: 97042.05 ^k:\gprodata\file \ 97\97042\collaaeral#5.xls Blue arS icecniry. Evergreen Trees (8. Average .1 ....................................... Deciduous Trees (4" Caliper) Deciduous Trees (4" Caliper) Irrigation UNIT QUANTITY UNIT ....»»COST ,_.._._._._..._.__COST,.,.., 67 EA .........................:5480..00;....._._._...._032,160:00 95 EA ' $510.001 548,450.00 67EA 5480.001 $32,160.00 4509: LF 51.30`: $5,861.70 Ever en Trees 8' Avera e 3 5' Berm 36" ADS Pipe Irrigation SUBTOTAL $118,631 70 $480.00 $1,440.00 QUANTITY QUANTITY QUANTITY AMOUNT AMOUNT PREVIOUS CURRENT TO DATE CURRENT 10 DATE is: �M'_. .........................._0_._.................. 67 67 $32,160.00 032,160.00 01 951 95; $48,450.00 oT 671 67: $32 160.00' 532,160.00 45094 45091 55,861.701 55,861.70 SUB TOTAL 5118,631.70. $118,631.70 31 ...3. 51,440.00; $48,450.00 51,440.00 1384: CY 56.10 $8,442.40 1001 LF 535.50 $3,550.00 8001 LF 51.30 $1,040.00 Phase 1 Revegetation Contigency...__...........__....._..:._.............._....._..._... S11B TOTAL $14.472.40 SUB TOTAL- $133,104.10 ................._$13,31041.. ..._......._...._. _. .._5133,104.10 01 13841 1384; 58,442.40' 68,442.40 01 1001 1001 $34550.001 $3,550.00 ............................. 01 800i 8001 $1,040.00: $1,040.00 :SUBTOTAL i $14472.40' 514472.40 YJ. '-'1A JAS:, 1 5133,104.10± 51331104.10 ..._.........._.....__....d ......................._......1 513:310.411 $13,310.41 11 01 _...11 50.001 5133,104.10 TOTAL! 5279,518.61 TOTAL: 5146,414.51! $279,518.61