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HomeMy WebLinkAbout4.0 Related DocumentsEDWARD MULHALL, JR. SCOTT BALCOMB LAWRENCE R. GREEN TIMOTHY A. THULSON DAVID C. HALLFORD CHRISTOPHER L. COYLE THOMAS J. HARTERT CHRISTOPHER L. GEIGER ANNE MARIE MCPHEE AMANDA N. MAURER DEBORAH DAVIS* DAVID P. JONES * ALSO ADMITTED TO PRACTICE IN NEW YORK AND MISSOURI BALCOMB & GREEN, P.C. ATTORNEYS AT LAW P. 0. DRAWER 790 818 COLORADO AVENUE GLENWOOD SPRINGS, COLORADO 81602 Telephone: 970.945.6546 Facsimile: 970.945.8902 www.balcombgreen.com /004,1 February 10, 2004 Mark Bean Garfield County Building and Planning Department 108 Stn Street, Suite 201 Glenwood Springs, CO 81602 OF COUNSEL: KENNETH BALCOMB JOHN A. THULSON Re: Ironbridge PUD - Partial Release of Collateral Request No. 4/HCE Project No. 20000075.02 Dear Mark: I enclose herewith for your review and reference the following documents: 1. Reduction Certificate, Key Bank National Association, Irrevocable Standby Letter of Credit No. S304308 dated February 28, 2002; 2. Acknowledgment of Partial Satisfaction of Subdivision Approval Agreement; 3. Request for Release of Collateral (4th Request) along with Engineers estimates of probable construction costs prepared, executed and stamped by Vernon Hope, P.E. of High Country Engineering Inc. dated February 2, 2004. 4. Release of Collateral Clarification prepared, executed and stamped by Vernon Hope; this letter confirms that all improvements, heretofore the subject of earlier release have in fact been constructed in conformance the plans as most recently approved by the Board of Commissioners per its resolutions addressing the PUD amendment and Preliminary Plan for the Ironbridge PUD. Mark Bean February 10, 2004 With regard to this collateral reduction request I would note that the provided engineers assessment of probable construction cost do include all construction cost finished to date and are reflective of all construction changes that were recently approved under our amended P.U.D. and preliminary plan. Please disregard my earlier comments on the subject. As with the previous reduction request I am sure that the bank will want to issue a new letter or credit in the reduced amount unless the County is willing to forward the original letter of credit to the bank for presentation. In the past the County has been unwilling to give up the original evidence of credit in this matter and I do not expect them to agree at this time. Should you have any questions or concerns regarding any of the above please feel free to contact me at your convenience. Very truly yours, BALCOMB & GREEN, P.C. By TAT/de cc: Mike Staheli Don DeFord E:\WP Docs\2004\Tir\lronbridgeUr. Mark Bean02-10-04.wpd Ti Or -74 Thulson EDWARD MULHALL, JR. SCOTT BALCOMB LAWRENCE R. GREEN TIMOTHY A. THULSON DAVID C. HALLFORD CHRISTOPHER L. COYLE THOMAS J. HARTERT CHRISTOPHER L. GEIGER ANNE MARIE MCPHEE AMANDA N. MAURER DEBORAH DAVIS* DAVID P. JONES ' ALSO ADMITTED TO PRACTICE IN NEW YORK AND MISSOURI BALCOMB & GREEN, P.C. ATTORNEYS AT LAW P. 0. DRAWER 790 818 COLORADO AVENUE GLENWOOD SPRINGS, COLORADO 81602 Telephone: 970.945.6546 Facsimile: 970.945.8902 www.balcombgreen.com EB 1 2004 _ �� e` ''�'''.'e"bruary 10, 2004 ,41 ING Mark Bean Garfield County Building and Planning Department 108 8th Street, Suite 201 Glenwood Springs, CO 81602 OF COUNSEL: KENNETH BALCOMB JOHN A. THULSON Re: Ironbridge PUD - Partial Release of Collateral Request No. 4/HCE Project No. 20000075.02 Dear Mark: I enclose herewith for your review and reference the following documents: 1. Reduction Certificate, Key Bank National Association, Irrevocable Standby Letter of Credit No. S304308 dated February 28, 2002; 2. Acknowledgment of Partial Satisfaction of Subdivision Approval Agreement; Request for Release of Collateral (4th Request) along with Engineers estimates of probable construction costs prepared, executed and stamped by Vernon Hope, P.E. of High Country Engineering Inc. dated February 2, 2004. 4. Release of Collateral Clarification prepared, executed and stamped by Vernon Hope; this letter confirms that all improvements, heretofore the subject of earlier release have in fact been constructed in conformance the plans as most recently approved by the Board of Commissioners per its resolutions addressing the PUD amendment and Preliminary Plan for the Ironbridge PUD. Mark Bean February 10, 2004 With regard to this collateral reduction request I would note that the provided engineers assessment of probable construction cost do include all construction cost finished to date and are reflective of all construction changes that were recently approved under our amended P.U.D. and preliminary plan. Please disregard my earlier comments on the subject. As with the previous reduction request I am sure that the bank will want to issue a new letter or credit in the reduced amount unless the County is willing to forward the original letter of credit to the bank for presentation. In the past the County has been unwilling to give up the original evidence of credit in this matter and I do not expect them to agree at this time. Should you have any questions or concerns regarding any of the above please feel free to contact me at your convenience. Very truly yours, BALCOMB & GREEN, P.C. By TAT/de cc: Mike Staheli Don DeFord E: \W1' Docs\2004\Tim\Ironbridge\Ltr. Mark BeanO2-1Q-04.wpd KeyBank KEYBANK NATIONAL ASSOCIATION Irrevocable Standby Letter of Credit No. S304308 dated February 28, 2002 ANNEX 1 REDUCTION CERTIFICATE TO: KeyBank National Association Standby Letter of Credit Processing and Service Center 4910 Tiedeman Road — OH01510435 Cleveland, Ohio 44144-2338 Re: KeyBank National Association Standby Credit No. S304308 Gentlemen: The undersigned, a duly authorized official of the Board of County Commissioners, Garfield County, State of Colorado hereby certifies that the improvements required by the Subdivision Improvement Agreement, Rose Ranch Planned Unit Development Phase 1, dated September 13, 1999 have been partially completed and, therefore, the amount of the above -referenced Letter of Credit shall be reduced by USD $2.683,395.65 to a new total of not exceeding USD $499,681 5h The original Letter of Credit is attached for endorsement. _Authorized Signature Page 3 of 3 Board of County Commissioners Garfield County, State of Colorado By: Title: r / Authorized gnature ACKNOWLEDGMENT OF PARTIAL SATISFACTION SUBDIVISION IMPROVEMENTS AGREEMENT KNOW ALL MEN BY THESE PRESENT that: WHEREAS, Roaring Fork Investments, LLC, a Colorado Limited Liability Company, entered into a Subdivision Improvements Agreement with the Board of County Commissioners of Garfield County, Colorado (hereinafter "Board"), recorded on September 11, 2000 as Reception No. 569190 and first and second amendments thereto also recorded on September 11, 2000 as Reception No. 569191 and 569192, respectively. WHEREAS, all right title and interest in and to the above described subdivision improvements agreement as amended, as has theretofore been assigned by Roaring Fork Investments LLC to LB Rose Ranch LLC, a Delaware limited liability company (hereafter "Owner"). On February 19, 2002 Owner and the Board executed third and fourth Amendments to the subdivision improvements agreement which were recorded on February 20, 2002 as Reception No. 597597 and on March 1, 2002 as Reception No. 598280, respectively. WHEREAS the obligations of the owner have been partially satisfied as verified in the attached statement from Gregory G. Shaner, P.E., High County Engineering, Inc. dated February 2, 2004 that the work described therein has been completed consistent with the improvements described within the subdivision improvements agreement. NOW THEREFORE, at the request of the owner and in consideration of the premises and prior agreements, the Board hereby acknowledges the satisfaction of the subdivision improvements agreement entered into by Owner and the Board for the release of security in the amount of $1,776,973.12 for work completed consistent with improvements described in the Subdivision Improvements Agreement, and retaining $495,681.56 for the remaining improvements. STATE OF COLORADO )SS COUNTY OF GARFIELD Board of County Commissioner Garfield County, Colorado The foregoing instrument was acknowledged before me this day of , by John Martin, as Chairman of the Board of County Commissioners of Garfield County, Colorado. WITNESS my hand and official seal. My commission expires Garfield County Clerk E:\WP Does \2004\Tim\Acknowledgedment of Partial Satisfaction Subdivision Improvements Agreement02-03-04.wpd 15;eGff CU/f�Tr -NG/NEE/771. February 2, 2004 Mark Bean, County Planner Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Re: Ironbridge P.U.D. — Partial Release of Collateral Request Number Four HCE Project No. 2000075.02 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 fourth request for partial collateral release. High Country Engineering, Inc. (HCE) has been on site daily 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 supplies 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. Except on this request we are asking for release of all funds related to the construction of the water treatment facility. Since we are joining the Roaring Fork Water and Sanitation District these facilities will not be necessary and will be the responsibility of the district if needed in the future. 5. The Project Engineer has inspected, approved and has certified that all such improvements have been constructed in accordance with the plans and specifications. The associated request for release is shown in the following table. 14 Inverness Drive East, Suite D-136 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 February 2, 2004 Page 2 of 2 Cost Estimate Original Total Previously Released 4th Collateral Release Funds Remaining Phase 1 Public Improvements $7,021,526.24. 5,480,052.17 $1,192,207.02 $349,267.05 Phase 1 Landscaping $279,518.61 $0.00 $133,104.10 $146,414.51 Cart Path $891,726.00 $810,660 $81,066.00 $0.00 RFWSD Payment $370,596.00 $0.00 $370,596.00 $0.00 TOTAL $8,563,366.85 $6,290,712.17 $1,776,973.12 $495,681.56 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 $1,776,973.12 be released and considered complete. This leaves $495,681.56 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. We have also requested the release of 100% of the landscape cost since the contingency of the landscaping portion was 110%, this leaves the 10% for constructing the landscaping. This 10% will not be requested to be released until the warranty period with the county has expired. Please contact me if you have any questions or need additional information. Sincerely, HIGH COUNTRY ENGINE RING, INC. Vernon Hope, P.E.. .�.0r,. M, . - / -. Principle P l a; Y l . 4V,9 ";R A 1 -,,:,,,,s...- ;:.' Enc Cc: Mike Staheli — Ironbridge Tim Thulson — Balcomb & Green __ O _ __ _ __ E P. U.D. PHASE 1 PUBLIC, IMPROVEMENT ENGINEERS ESTIMATEOF PROBABLE, CONSTRUCTION COST February 4, 2004 4th Release (February 2, 2004) HCE JOB NO: 97042.05 k:1wp\97\042\collateral#4r2.xls (sublic im•rovements) Item Quantity Unit Cost Cost Previous Release 4th Colateral Release Quantity Installed Request Remaining RELEASE REQUEST Check Dam Construction 1,444 L.F. 2.00 2,888.00 0.00 1,444.00 2,888.00 0.00 C.R. 109 Improvements 1 L.S. 511,508.00 511,508.00 502,758.00 0.02 8,750.00 0.00 H.W. 82 Int. Improvements 1 L.S. 745,016.00 745,016.00 740,016.00 0.01 5,000.00 0.00 Pump House 1 Each 10,000.00 10,000.00 0.00 1.00 10,000.00 0.00 Pump House Appurtenances 1 L.S. 20,000.00 20,000.00 0.00 1.00 20,000.00 0.00 Water Treatment Building 1 L.S. 160,000.00 160,000.00 0.00 1.00 160,000.00 0.00 Water Treatment Appurtenances 1 L.S. 230,000.00 230,000.00 0.00 1.00 230,000.00 0.00 Water Treatment Pumps 1 L.S. 80,000.00 80,000.00 0.00 1.00 80,000.00 0.00 Settling Pond Intake Structure 2 E.A. 2,000.00 4,000.00 0.00 2.00 4,000.00 0.00 Below grade lift station 2 Each 65,000.00 130,000.00 65,000.00 1.00 65,000.00 0.00 Subtotal 585,638.00 REMAINING WORK Sod in roadside ditches 1,137 S.Y. 0.50 568.50 0.00 0.00 0.00 568.50 10' Concrete bike path 4,623 S.Y. 29.00 134,067.00 0.00 0.00 0.00 134,067.00 Maintenance Road to Water Tank 2,008 S.Y. 9.00 18,072.00 9,000.00 0.00 0.00 9,072.00 5' Concrete Sidewalk 28,102 S.F. 4.00 112,408.00 0.00 0.00 0.00 112,408.00 Baffled Oil Skimmer 4 Each 2500.00 10,000.00 0.00 0.00 0.00 10,000.00 Revegetate/Landscape 1 L.S. 50,000.00 50,000.00 0.00 0.00 0.00 50,000.00 Class I Ground Sign 7 Each 200.00 1,400.00 0.00 0.00 0.00 1,400.00 Subtotal 317,515.50 SUB TOTAL $6,383,205.67 5,480,052.17 $585,638.00 $317,515.50 10% Contingency $638,320.57 $606,569.02 531,751.55 TOTAL $7,021,526.24 5,480,052.17 $1,192,207.02 $349,267.05 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. IRONBRIDGE P. U D ' PHASE l I ANI)SCAPING ENGINEERS ESTIMATE OF PROBABLE CONSTRUCTION COST February 4, 2004 4th Release (February 2, 2004) HCE JOB NO: 97042.05 k:\wp\97\042\collateral#4r2.xls (landscape) Item Unit Cost Original Cost Previous Release 4th Colateral Release Request Remaining Phase 1 Estimated Cost SUB TOTAL $133,104.10 $0.00 $133,104.10 Phase 1 Revegetation Contigency $133,104.10 $133,104.10 10% Construction Cost Contingency $13,310.41 $ 13,310.41 TOTAL $279,518.61 $0.00 $133,104.10 $ 146,414.51 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. IRONBRIDGE.P ;U D. - CART PATH UP RAVINE: ENGINEERS ESTIMATE OF PROBABLE; CONS I'RTICTION COST February 4, 2004 4th Release (January 29, 2003) HCE JOB NO: 97042.05 k:\wp\97\042\collateral#4r2.xls (cart path) Item Unit Cost Cost Previous Release 4th Colateral Release Request Remaining Sub Total $810,660.00 $810,660.00 $0.00 10% Contingency $81,066.00 $81,066.00 $0.00 Total $891,726.00 $810,660.00 $81,066.00 $0.00 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. February 2, 2004 Mark Bean, County Planner Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Re: Ironbridge P.U.D. — Release of Collateral Clarification HCE Project No. 2000075.02 Dear Mark: This letter is to serve as a clarification for the previous Releases of Collateral received by Garfield County. During construction, plans and specifications have changed to address safety and onsite conditions. All changes have been incorporated into the most recently approved construction documents. Items in the preliminary cost estimate used for bonding may have been altered through the course of review and construction. High Country Engineering certifies that all work has been performed and materials supplies are in accordance with the plans and specifications as approved to date. Please contact me if you have any questions or need additional information. Sincerely, HIG I COUNTRYENGINEI RING, INC. Vernon Hope,,P.;. Principle Enc Cc: Mike Staheli — Ironbridge Tim Thulson — Balcomb & Green 14 Inverness Drive East, Suite D-136 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 Garfield County Building & Planning Memo To: Board of County Commissioners From: Mark Bean, Director Date: 11 /10/2005 Re: Ironbridge PUD — Partial Release of Collateral Request No. 5 Staff is still working with the Ironbridge PUD representatives to clarify the basis for releasing $113,53208 from the obligations contained in the SIA. (See attached) It appears that there may be a need for an amendment to the SIA to recognize the change proposed from 5 ft. wide concrete sidewalk to an 8 ft. wide horse and walking trail. At this time there is no definite proposal to present to the Board regarding this issue. Staff has proposed to $369,524.13, which is the difference between the original request and $113,532.08 for the sidewalk and $1,000.00 for revegetation of the area noted in Michael Erion's letter. Staff may present a partial release to the Board at the meeting, if this is agreeable to the developer. 1 :::::RESOURCE ma. ■••EM E N G I N E E R I N G I N C. Mr. Mark Bean Garfield County Building and Planning Department 108 Eighth Street, Suite 201 Glenwood Springs CO 81601 2005 October 31, 2005 RE: Ironbridge PUD — Partial Release of Collateral Request No. 5 Dear Mark: At the request of Garfield County and lronbride PUD, Resource Engineering, Inc. (RESOURCE) has reviewed the fifth partial release of collateral submitted by High Country Engineering, Inc. RESOURCE attended a site review with HCE on October 14, 2005. The request is to release all of the remaining balance except for two items that have not been completed. The uncompleted items include sod in roadside ditches and baffled oil skimmers in the storm drain system. The items total $11,625.35 including a 10 percent contingency. The requested amount of release $484,056.21 appears to be consistent with the SIA for the work completed, except as noted below. 1. The 5 foot concrete sidewalk was not constructed. This item has apparently been deleted from the project. It is our understanding that the County has agreed to the deletion of the sidewalk in exchange for construction of a trail through the first phase of the residential development. The trail is to be included in the SIA for the next phase of residential development. The concrete sidewalk deletion represents $113,532.08 of the total requested release. 2. Vegetation is sparse on several areas on the disturbed slopes uphill of County Road 119. These Uphill areas do not appear consistent with the vegetation growth that has been established on the slopes downhill of County Road 119. Please call if you have any questions or need additional information. Sincerely, RESOURCE E GI�IEERING, INC. Michael J. E on, P.E. Water Re .urce Engineer MJE/mmm 885-16.0 • E:1Client1885116.0 Ironbridgelmb partial release no, 5 885.doc CC: Ron Weidler, P.E., HCE Consulting Engineers and Hydrologists 909 Colorado Avenue • Glenwoori SnrinnR1 REVI ■ rami P P-8777 f=av ra-7n1 q/1_11 ' 7 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, INC. Ron Weidler, P.E. Division Manager Cc: David Joseph — Ironbridge Tim Thulson — Balcomb & Green 5, 2000 elease (S .tember 16, 2005) HCE JOB NO: 97042.05 ^k: • • rodata\file\97\97042kollateral#5.xls ITEM QUANTITY T MITT COST COST r\TIAMTITV nr1 A1.1TTTV ru1AMTTTV PREVIOUS CURRENT TO DATE A Mal TMT CURRENT AMOUNT TO DATE m _ 2111. _ ._ .. 122,. . 5211 1 Mobilization 11L.S. .._100.000.00;..._._...__...5100,000.00........._._........_...._o... 1.00 . Earthwork l IL.S. 300,000.00 i $300,000.00 l 0 1 AO _ _ _ W $0.00; 5300,000.00 _......_._......_ 215._ _.....__.._.- ..._..._.__.._ 2111. _ _.._.._ __. , _.....__...._ 1112 .._._._...._ � . _ .__......__.._...«_. ........._. 52173 ICY 11.00 I 5573,903.00 521731 0 52 173.00 ! 50.001 5573,903.00 «-----•,..-- __ ..t...__._...._...__...._._.._._ __..___.._.... . Water Tank Base Prep: _ - 11L.S. I 10,000.00 1 $10,000.00 I' - 0 1 1.00 I $0.001 $]0,000.00 _.. _...._....__ _.. -1121._ .. - ._.__.___-__ __.__..., 1222__ _..�.___.. __ 2212_. �..__ _ .__ _ ,_.--_ 0, .. RetaRetainiag Wall Areal 1-_- 6263 LS.F. 1 32.00 1 $200,416.00 6263: 0 L_ 6,263.00 $0.001 $200,416.00 .._... 2211 r__...._.._..._.._.__6..._...__..._.._._ _._._.._._._.._. _. _- ._. T--5512._-'-22.52• Rock Excavation 15001 C.Y. ! 30.00 ! $45,000.00 1500•. 0 i 1,500.00 $0.00. $45,000.00 • $0.00; $100,000.00 Earthwork for util. above ditch •ars�,r+u lkiTeM 3" Asphalt __._.._. 6" Class 6 ABC 1' Ribbon Curb 1.5' Median Curb Check Dam Construction Sod in roadside ditches 0' Concrete bike_path - Yw Maintenance Road to Water Tank 5' Concrete Sidewalk 1111.. ....._.._.............:............._......................__. SUBTOTAL $1,229,319.00 SUBTOTAL: $0001 $1,229,319.00 18,739 IS.Y. 3,469 iC_Y._ 1. 12,826 L.F.II ad' t yyw 8.00: $149,912.00 ...._..._....... 18,739 ____.._. 0 I 18,739.00 1 50.001 $149,912.00 20.00 i $69 380:00 3,469 ! 0 i 3.469.00 i $0.001 $69,380.00 ..�..._....__._..� ... - 1112.__. 2111 1121...2111_ _ 1211 50-2...1 .-21 380.00 9.00 I 5115,434.00 12,8261 0 12,826.00 ; $0.001 $115,434.00 __.._..__-.-_........_..._,_.__.._._._...._.. ..__.__..._........ 0..50^-555 5;11-___.. 1,248 IL.F. 1 11.00 i $13,728.00 13248 1 0 I. 1,248.00 �- Y� $0.00! 513,728.00 _..._...__..__...._____. __._.. ___._.._-...._....._2111-.....i...._.___._.__.5121. 1,444 L.F.II 2.00 1"._.. 52,888.00 1,444 I 0 i 1,444.00 '• $0.001 52,888.00 1,137 S.Y.I! 0.50 1 5568.50 0 ! 0 I 0.00 I _ 50.001 50.00 _._..w,__.___.__..._..__ 1412.-.. _. »1222 2121 2211._ 4,623 IS.Y. ! 29.00 1 $134,067.00 0 1 4,623 1" 4,623.001 5134,067.001 $134,067.00 2,008 IS.Y. ! 9.00 LS18t072.00 0 i 2,008 2,008.00 L-518,072.001 518,072.00 _ 5512. _ .._ ,_. �._.._..._.. �. 28,102 IS.F. I 4.00 5112,408.00 0 , 28,102 1 28,102.00 I 5112,408.001 $112,408.00 1 ' 1221_. ( _.5121, . SUBTOTAL! $616,457.50 1 ! SUBTOTAL! 5264,547.001 $615,889.00 C'rr itlE s iBs t t d fi r' 1 i 1 I Earthwork IIL.S. I 126,000.001"` 5126,000.00 11 0 1 1 50.001 $126,000.00 ....__._.. -. -ifL.S. 2112.__ __...__..._.- .._..�_.._...-. ._ _ �_ . ._...._. Rock Excavation 501C.Y. ! 50.00 T� - $2.500.00 50`: 0 50 •: $0.001 $2,500.00 _.. _.._..._.001 __ _..__._.._.__. 4" Asdihalt_5252 93521S.Y. 8.00 I $74,816.00 93521 0 9,352 1 $0.001 574,816.00 r_._......._.__._.._......5211._ _....___. -._ -r- 6.00 r 2" halt I 120321S.Y. 1-6:00 ! $72,192.00 120321 __�_.____0 :- _. I2T032!�-_ $000:, 572,192.00 ....!»_........_.__._._-.___._.._.__..__.....__..___I-_.__.__......_.......__.,_....._._. r.�_.__ .._......__.-I- 1 1222._. 12" Class 3 ABC 1 150Lc L.... 20.00 $63,000 00 3150'1 _ _ _ _ _ 0 i_ M -3 _150 1 $O�OOy $63,000.00 _._.._._._.__...______ _.._.....___._2111___ 2211_ .. 2221.2221_ I_..__.___._...._._..__. 3,00 2_. 6" Class 'ZABC I 16001C.Y. 21:00 L _ $33 600 00 16001 0 1 600 $0.001 533,600.00 ...._.....__..._....._.....-..__._..__._.__...._...._.___.___. 1112. __.___.........._. ,.._..._.__.__. ....._.. 2221 2122_ . _..._... ._,._-..-_.__...__.._.__. Boulder wall I...._._._._.1�lS_F. 20.00 532,000.00 16001 0 1,600 1 $0.001 532,000.00 Boulder _..._._.._......_. ,. -.._.__..., 2112 ---..___.__._....._..._. _._._.._..._.___ -. _I__ 5121.. _ _ _ -.____W 5122 __�_.__ _ ..n s: - -5555-- ...._... ..' 30" CMP 81 L.F.I1 50.00 1 $4,050.00 811 0 Flared End 21Each 1 600.00 51,200.0021 0 I 2 I 50.001 51,200.00 JMP_ 2051L.F.1 30.00 1 56,150.00 2051 0 205 1 50.001 56,150.00 .'tared End 8IEach 600.00 1 54,800.00 81_ 0 8�1- 50.001 54,800.00 I I , 61 I 50.001 54,050.00 Guardrail CDOT Type 3 26581L.F. 1 25.00 1 566,450.00 2658! 0 I 2,658 1 $0.001 566,450.00 Revegetate/Landscape 1 L.S. 5,000.001 55,000.00 1! 0 1 I 50.001 55,000.00 Class! Ground Sign 15 [Each 1 250.00 r 53,750.00 Oi 15 15 1 $3,7555000.:006111 3,750.00 $3,750.00 Surveying/Construction Staking I IL.S. I 8,000.00 58,000.00 11 0 1 I I $0.001 $8,000.00 Soils Testing I I IL.S. 1 8,000.00 1 58,000.00 11 0 1� 1 1 50.001 58,000.00 I 1 i r SUBTOTAL] 5511,508.00 SUBTOTAL i $3,750.001 $511,508.00 Slu�#tYiL' ix r:sti' rr9y° f.ei? ykak6K 1 Earthwork 1 11L.S. 77,000.00 577,000.00 1 0 1.00 50.001 577,000.00 Rock Excavation I IOOIC.Y. i 55.00 i 55,500.00 100 i 0 `: 100.00 1 $0.00 55,500.00 4" Asphalt (2 -Lifts, Class CX 1 5,300 S.Y. i 9.60 I $50,880.00 5,300 I 0 1 5,300.00 4. I $0.00! 550,880.00 1.5" Asphalt Overlay, Class CX 19,400 IS.Y. I 4.10 i $79,540.00 19,400 ! 0 19,400.00 $0.001 $79,540.00 12" Class 1 ABC 1,750 C.Y.I1 20.00 i 535,000.00 1,750 0 1 1,750.00 ! $0.001 535,000.00 6" Class 6 ABC 880'IC.Y. 1 21.00 I 518,480.00 880 I 0 I 880.00 I $0.001 $18,480.00 Retaining. Wall 3,6001S.F. I 8.00 $28,800.00 3,600 0, 3.600.00 $0001 $2880000 Median Curb & Gutter 100 L.F.1I 11.00 T$1,100.00 100 ? 0 ' 100.00 $0.00•; $1,100.00 1I i- L.F. { 32.00 58,416.00 263 ' 0 263.00 t $0.001 58,416.00 3 IFach I 400.00 1 $1,200.00 3 ' O i 3.00 i 50.001 51,200.00 440i $0.00 $154,000.00 c 1 1,000.00 52,000.00 2 0, 2.00 I $0.001 52,000.00 ii. $100,000.00 24" CMP ..4431..... I I i 1 2631 } 24" Flared End 8' Concrete Box Culvert 440 �L F 350 00 I 5154,000.00 0 440 00 Relocate Inlets 2 Ea h I I i i_. . I 4 Traffic Signals 1 ' 100,000.00 L_ 5100,000.00 1 I 0 i 1.00 I 50.001 Traffic Loops 1 I.L.S.L.S. 1 13,000.00 I 513,000.00 1 1 0 1 1.00 I 50,001 513,000.00 10,000.00 1 $10,000.00 1 1 0 1.00 ! $0.00} $10,000.00 Guardrail Type 3 ( 1,800 L.F.I1 22.00 4 539,600.00 1,800 I 0 ! 1,800.00 I $0.001 - $39,600.00 Guardrail Type4 Iy1501L.F. 1 50.00_1 557,500.00 1,150, 0 !,150.00 50.001 557,500.00 Class I Ground Sip_ i 4 [Each -I250.00 i 51,000.00 4 1 0 i 4.00 $0.001 51,000.00 traffic Control 1 I L.S. 1 35,000.00 535,000.00 1 T 0 t - 1.00 ; 50.001 535,000.00 ! 1 i i I T r -T T Jtilities I .L.S. 1 10,000.00 1. $10,000.00 1 1 0 4 1.00 j wool. $10,000.00 etate/Landscape 1 1 L.S.15,000.00 1 $5,000.00 0 I 1 1 1.00 1 $5,000.00 $5,000.00 lurveying/Constmction Staling I 1 L.S.11 7,000.00 i 57,000.00 1 1 0 1.00 1 J I1 L.S.II 5,000.00 t 55,000.00 1! 0 I 1.000 1 50.001 $5,000.00 1 I I i , 1 1 SUBTOTAL! $745,016.00 SUBTOTAL! 55,000.001 $745,016.00 Pavement Striping_ T 50.001 57,000.00 oils Testing .6, 2000 elease (September 16, 2005) HCE JOB NO: 97042.05 rodata \file \97 \ 97042 \ collateral#5.xls UNIT ITEM QUANTITY COST COST QUANTITY QUANTITY QUANTITY AMOUNT AMOUNT PREVIOUS CURRENT TO DATE CURRENT TO DATE ''''•! 7•f), 1, t., . i',-• - ' 7I ,'-*,:..7.•• ,;' :' •4,711'Pl12'4•7•,. - ,,,:,-. ,'' 7 7 ' ' ." 14 un,':, - • ' 18" ADS N-12 1321L.F. 27.00 1 $3,564.00 24" ADS N-12 1 424 L.F. , 30.00 1 I $12,720.00 30" ADS N-12 ! .4,44 50.001 57,100.00 •-'I 1421L.F. 1 AD 36" S N-12 65 .F 1_ 70,00 54,550.00 132! 0 : 132.00 $0.00! $3,564.00 4241 0 1 424.00 1 $0.00.1 512,720.00 1421 • ; 0 1 142 00 I 4. 50.001 57,100.00 65! 0 1 65.00 1 so.o5I 54,550.00 .11.,. 42" ADS N-12 1 17431L.. I ; F 4 90.00 1 5156,870.00 48" ADS N-12 ! 3341L.F: 1 110.00 1 536,740.00 i• 17431 , , , 50.001 5156,870.00 4 0I 1 743.00 I 3341 0 1 334.00 i 50.001 536,740.00 24" C.M.P. 601L.F. 1 32.00 1 51,920.00 i.- r 36" C M P L 124114.F.72.00 58,928.00 601 0 1 60.00 1 . 50.001 51,920.00 I-- 124:t 0 • 124.00 I I- soboi 58,928.00 10'x10Concrete Box Culvert ....L. 8.1L.F. 1 1,050.00 1 589,250.00 851 0 I 85.00 1 50.001 589,250.00 I 18" CMP Flared End ' .41Each 1 200.001 5800.00 41 0 1 4.00 1 10:001 iFo 24" CMP Flared End 1 10iEach 1••;- 250.00 i 52,500.001 30" CMP Flared End -1 41Each 1 650.00r 52,600.00 Wing Walls for Concrete Culverts 4 !Bach 1 1000.00 L $4,000.00 -.4- Baffled Oil Slcimmer ! 41.;Each 1 ! 2500 00 1 • : $10,000.00 • I • SUBTOTAL! $341,542.00 oti . riedrif&;;;;'1, ki;',/ackM4W4Vigff :7; 42.04T4- "0;I 0 I 10.00 1 . 50.001 52,500.00 41 0 I 4.00 1 50.001 52,600.00 41 o 1 t: 4 00 I 50.001 $4,000.00 • i. 01 0.00 I 50.001 50.00 : 0 ;1 • ; . SUBTOTAL 50.00!1 5331,542.00 A.... ,,a; ,,..7!.,(,7fitL,,,,z7,,, IA. i„,,,,,,,,var,,.:..-....i....,,,,n.L.;,.., *price includes trenching and fittings 1 and restraints where needed 1 II ' 'fl- ; 1 1 7 12 Waterline 39 11...F. I 6 5 , I 54.00 1 $353,106.00 6,539 1 0 1 6,539.00 1 $0.00 $353,106.00 10" DIP Waterline 1 2,023 L.F. 1 41.05r 583,044.15 .- 2,023 1 0 1 2,023.00 1 50.00 583,044.15 8" DIP Waterline 1 9,794 11....F. 1 31.33 , 5306,846.02 -_, • 4_4. - 4- 9,794 1 0 1 9,794.00 1 50.00 5306,846.02 6" DIP Waterline , . . 1 20.00 I 528,360.00 1,418 ; 0 L 1,418.00 L... $0.00 528,360.00 12" Gate Valve 10.1Each _1 975.00 1_ $9,750.00 10" Gate Valve 8 1Esachr850.00 1 56,800.00 -8" *iialve -F737661- ..._ 0 1 10.1 -4.- $0.001 $9,750.00 o --if- 10.00 1 8 1 8.00 i 50.001 56,800.00 Gle 1 Z.-4 ff,;:ii 1, s 16,200.00 1" Water Service 1 82 14.Each i 1' 000' oo 1 582,000.00 11 i PRV Vault 2 lEacb 1 16,500.00 1 $33,000.00 Fire Hydrant Assembly 10 !Each 1 2,500.00 1 525.000.000 Air Vac 2 !Each 1 3,000.00 1 56,000.00 6" PVC Drain from Tank 1 880 L.F. 1 20.00 1 517,600.00 Pumg_House 11 Each 1 10,000.00 I $10,000.00 7 House Appurtenances 1 114..S. 1 20 000 00 r $20,000.00 -7. ; ' • I ' 24 1 0 1 24.00 r $0.001 S16,200.00 82 1 0 1 82.001 50.001 582,000.00 i 21 0 1 2.00 ' $0.001 533,000.00 1 10.00 ; $0.001 525,000.00 io7 + . 2 , 0 1 ; 2.00 i so.00i 56,000.00 880 ! 01 ' 880.00 L 50.001 517,600.00 . '-- 11 0 ; 100 1 50.001 510,000.00 • : 1 I 0 1 1.00 1 $0.00 520,000.00 if inkAppurtenances '1 11,000 1 4--- 4 roOi0O0 s ITO55766 v, ater Treatment Buildigg Water Treatment Appprtenances Water Trpatment rump! .._ Tolnection to ETcist Asygn dien Settling Pond Intake Structure .,117g7 1 114.S. 4..._ 160.000.00 I $160,000.00 1 1.1...S.2. 230,000.00 i 5230,000.00 t- _ 1 1LS. .1.____ 80,000.00_1 _$80,000.00 1 1L.S. 1 4,67-)4q 1 54,006766 21E.A. 1 2 000.00 1 $4,000.00 -4- 4,4 ' -+ ..... 1 I _ 0 L___ .1.00L , 50.00; $16000.00 1 I 0 1 T.VO- i 1 o -4- ; 1 1_. _ 0 1 ___ LOO 1 . _ $0.001 ii000To 121 Eil -Foci ioTooi 1To6O7O-5 0 ; 2.00 50.001 $4,000.00 -4- -1.- .., -4- 1 1 SUBTOTAL 51,942.706.17 ! 1 i I SUBTOTAL! $0.00' $1,942.706 A 7 -1 '2 ',',,,,,'1:%4''.'ritif:"V',;.,,J,',14%-,g1 4,4 •7-4;"1;;;,„e°, 8" SDR 35 Sewer Pipe 4' dia. Manhole Sewer Services 4" PE San4i. Sewer Force Main Torce Maui Manhole -1 ;41,,,„,,.e.....17,t P;- ;;;;;;;...••!;tf F1 1', 141,?1,4,N'1..:' ; 54211L.F. ; 32.00 ; $173,4 72.00 ! 231Each 1 4,000.00 592,000.00 821Eacb I 60000i 549,200.00 98981L.F. 1 12.00 1 $118,776.00 24!Eacb 5,000.001 5120,000.00 Le7,11' -,,,t,g:Vi,41YA! '',.•47':'''21P43,07'1•. -.---'--. •4.1:1,4 tr;7' ;;;";;;';;;: '''!.+71i'1'.I14!,11';Fi 54211 0 1 5,421.W , $0.00 $173,472.00 1 231 0 1 23.00 ; 50.001 592,000.00 821_ 0 L 82.00 4....' 50.001 S49,200.00 9898, 0 I 9,898.00-1 . $0.00.1 5118,776TO 4: 1- . 241 0 24.00: 50.001 5120,000.00 Below grade lift station ; 21Each 1 65,000.00 i1 $130,000.00 Concrete Encasement 1 48 1 • 1L.F. .1 30 00 r 514,430.00 : 2i 0 1 2.00 1 $0.001 $130,000.00 481 0 T 481.00 1 50,661 514,430.00 1 ..4- 1 SUBTOTAL! 5697,878.00 1 1 SUBTOTAL i 50.001 5697,878.00 ,, _ ry-Vrh*kALike;iiW,T%rtW,L 7 77,1..sif, :v,-•1;10,••v•j-4.',. • .'' 7' • •• • l'A..iii. 7.1•Ultri•-`' ''':-•!z.,-,-(iiir e'ler,V.:1,22.:402:':',2..'r.7::`,.. i,.- :1•,..• ; ' •;',''"L Electic Utility Conduit & Wire Elect= Vault/Manhole Telephone/ Cable Utiliv Cond&Wire Gas ' ' 8650 iL.F. ! 20.00 1 73,000.00 26 [Each ! 600.00 r $15$1,600.00 : ;. . . • I. , . 865011-.F. 1-- 3.50 1 $30,275.00 SUBTOTAL, $227,525.00 . 86501 , 8.650.00 1 $0.001 5173,000.00 i - 26oi 1 26.00 ; 5000l s15,600.00 -1-- : . $8,650.00 I • • l' 50.00; 86561 0 • 8,650.00 1 50.00! $30,275.00 1 1 SUBTOTAL 1 $0.00: 5227.525.00 «IiNt4Si:T7,';.:R:e,'4.-4.A7.:..z.''.:M. RevegetatefLandscape 11L.S. Class I Ground Sip 71.Each ., Sediment control fence 1 148541L.F. 1 Erosion and Sediment Control 11L.S. 1 I I t i• • 1 9614 '?4,7.A Tliagi 50,000.00' $50 000.00 00.00I 2 $1,400.00 ; 1,00 1 $14,854.00 5,000.00 L $5,000.00 SUBTOTAL! $71,254.00 a:61;57_ -4.t. 0 i 1 01 7 14854T 0 1! 0 1.00 i $50,000.00.: 550.00000 7.00 I . 51.400.00; 51,406..65 14,854.00 I- 50,001 514,854.00 1.00 1 S0.001 $5,000.0.0 SUBTOTAL 551,400.00 571,254.00 ''' ••'''''' a ,;:e 't,V.t., 0 'Nfi'41!,A* Ve'Vs:''4.Ix,1, it:''- :7'41 4 !ere 74: ' LI. 7!:-..°',27c4i1V' A B TAL I $6,383,205.67 -- ... I !SUTO ---- dr• f , i NR :1 OF i ° • I 110% Continency z ! 5638,320.57 - .„..... i 4111, .117 !TOTAL i S7,021,526.24 4,'''' '''''''''''ill;7''' ' _ , 74t°''"n ' `7 ' 7 '''' .1".' •.:, 4 `r. " ''' 404 i. 532Z,697.001 5637263717 : 4 :----- - ! 1 $32.469.701 S637,263:72 -1-- 1 . I . ! 1 • ! $357,166.70 ! S7,009,900.89 -,. •z 35617 f •: ,.., I'3 -76Z '1. • .. , .: , 4'..'!"'‘.. 1:4 V' .4pti'do.ael.•• ikl\'' •••** vi,,,' ...t ;: • st..* A 1 pspM �i4i } t V July 6, 2000 5th Release (September 16, 2005) 'V ,C'S li ��©f V ffpp P pp.,J Bpf Y l' L. l ,.M1 @✓i 1� �B ® 1 }p �.Y} �} J ,+. �q 9 "' � .�' �14 4'{,' "4` t�'i } f' f .: d� 1 Jt" Yj ri HCE JOB NO: 97042.05 :ypmdau\6169717042 \ coLlateral#5.xls UNIT -�- *�:�••• ITEM QUANTITY UNIT COST COST QUANTITY QUANTITY QUANTITY AMOUNT AMOUNT PREVIOUS CURRENT TO DATE CURRENT TO DATE � . 7.kr ,_ a - a ta .: a .� Evergreen Trees (8 Average) 67 Deciduous Trees (4" Caliper) „_._• 95 DeciduousTrees(4ACaliper)__._. i 67: Imigation.___,�•._.__.._...._..__..._.__..___._.I-.._..._._.._.__4509! ,TMJ r ; �, ... iia 52ry .2' EA i $480.00 $32 160 00 EA 5510.00; 848,450.00_.. EA 1 5480.001 $32,160,00 LFI_.._. -• 51.30' 55,861.70 SUBTOTAL! S 118,631.70 " "^' ... w s , A-'4 4:4••••• ' 'Iz&^ 3 "`.3 :i'.• ,s., ".':�£ i ";.. 0 67 67 $32,160.00' $32,160.000 0........._......._.._..95L............_....__-95 $48,450.00--$48,450.00 -10 532,160.00 0 671 671 532,160.0 0; 45091 4509: 55,861.70;-55,661.70 • SUB TOTAL 1 S 118,631.70 S 118,631 7D Evergreen Trees (8 Average) 5' Berm 36" ADS Pipe Irrigation..__..._._._.__.._....___M..._..__.._..__ M s x�±gr 3 EA S480.00 $1,440.00 • 13841 CY S6.101 58,442.40 1007 LF 8001 .LF •. S1.30j 51 040.00 SUB°TOTAL $14,472.40 114472 40 4rs Pkx 0 3 _ 3; _S 1F440.00 51,440.00 0'-•• •��• 1384i_�••• Y� 13841 ��• 38,442.401 $8,442.40 100.:11 53,550.00 0 800: 800 81_040.00: $1,040.00 SUB TOTAL 514.472.40 $14,472.40 • w"'{7;1~ :' 8: #' � 4'; �I A° 91� � �'k%,u .,^!:a „^• „ _.._..._.___.._.._.______....._....___..,._....._....................j. 10% Construction Cost Contingen�Y....._._.._...._._..i._.__.._ ....._ ._._..._.__._ Phase 1 Reve etation Conti en __.._._.g g. 0Yi_...._..__...__.___ u" -ter'` 'riS .i.z3',a) v ,4• F,s 'n,r' ^ SUB TOTAL 5133,104.10 .................... -,..__..... $13,310.41 ............._._._....._..___.__._.».. _5133.104.10 TOTAL:' $279,518.61 $133.104.10; 5133,104.10 ; $13.31 0.41' S13,310.41 •• •--•^ 1t 0! l; $0.00 3133104:10 TOTAL: 5146.414.51: $279,518.61