The URL can be used to link to this page

Browse Search

Home My WebLink About20022599.tiff • RESOLUTION 038 RE: APPROVE CANCELLATION AND RELEASE OF COLLATERAL FOR IDAHO CREEK PLANNED UNIT DEVELOPMENT, S #554, PHASE 1 - KB HOME OF COLORADO, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, by Resolution dated March 7, 2001, the Board did approve the application of KB Home of Colorado, Inc., c/o Kent Carlson, P.O. Box 247, Eastlake, Colorado 80614, for a a Site Specific Development Plan and Planned Unit Development Final Plan, S#554, for 351 Residential lots in the Mixed Use Development area on the following described real estate, to wit: Part of the NW1/4 NE1/4 of Section 10, Township 2 North, Range 68 West of the 6th P.M., Weld County, Colorado, as shown n the final plat as Phase 1 of Planned Unit Development Final Plan, S #554, Idaho Creek, and WHEREAS, on October 22, 2001, the Board of County Commissioner of Weld County, Colorado, did approve an Improvements Agreement According to Policy Regarding Collateral for Improvements (Public Road Maintenance) for Idaho Creek PUD, S #554, Phase 1, between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and KB Home of Colorado, Inc., with terms and conditions being as stated in said agreement, and accept Development Bond #26 68 23, from American Home Assurance Company, in the amount of$2,001,967.00, and WHEREAS, staff from the Weld County Departments of Public Works and Planning Services have conducted a visual inspection and recommends reduction of said collateral to $533,454.00. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Development Bond #26 68 23, issued by American Home Assurance Company, be, and hereby is, reduced to the amount of$533,454.00, as stated in the Surety Rider issued on October 24, 2001, a copy of which is attached hereto and incorporated by reference. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said Surety Rider accepting the reduction of said collateral to $533,454.00. /�'•� 2002-2599 199403 29940381I 0/200 IIII V 02 05P 1111111111 County, unt , C0 I Fi /�Pp PLC ph) PL1321 1 of 2 R 0.00 D 0.00 J.A. "Suki" Tsukamoto CANCEL COLLATERAL - KB HOME OF COLORADO, INC. PAGE 2 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 23rd day of September, A.D., 2002. BOARD OF COUNTY COMMISSIONERS WEL COUNTY, C LORADO Etm1 ATTEST: £y4 ' a �Glenn Vaad, Chair Weld County Clerk to th{ 9-. t 0 k9 ,EXCUSED D TE OF SIGNING (AYE) David E. L g, Pro-Tern BY: /, - �.,+��;L� „ •. 11_ Deputy Clerk to the Boarr.� M. J. eile AP OV AS TO FO • EXCUSED DATE OF SIGNING (AYE J rke�IIp1` o0nty Attorn Y Robert D. Masden Date of signature: 1/ 1111111111111111111 IIII 1111111111111111 III IIIII IIII IIII 2002-2599 2994038 10/07/2002 04:05P Weld County, CO PL1321 2 of 2 R 0.00 D 0.00 J.A. "Suki" Tsukamoto fata MEMORANDUM -7 win TO: Board of County Commisioners 1( 2 Cr? I I ^° 3 I COLORADO DATE: September 10, 2002 RECD FROM: Kim Ogle, Planner III r' SUBJECT: S-554, Idaho Creek, Filing I On-Site Improvements Release of Collateral On April 30, 2002 the Weld County Department of Public Works preformed a site inspection of the transportation portion of Exhibit A, Filing I for Idaho Creek PUD, case number S-554. Don Carroll in his memorandum dated May 3, 2002 states that all transportation related items for Filing I have been completed. In the Improvements Agreement, Item Nos. 8.1.5 and 8.1.6, it states that fifteen (15) percent shall be retained for a period of one year. At the end of one year and if no distress or repairs are needed to the asphalt, the fifteen (15) percent collateral ($25,000.) for the internal roads and ($6300.) for Weld County Road 7.5 off-site shall be released. On May 14, 2002, the Department of Planning Services preformed a site investigation of the completed improvements for Idaho Creek, Filing I at the request of the applicant. The Department of Planning Services determined that all non-transportation items associated with the First Filing have not been completed. Given this circumstance, the Department of Planning Services recommends retaining five hundred two thousand one hundred fifty-four (502,154.00) and no/100s dollars until the non-transportation related items are installed and approved by this office. Therefore, the Department of Planning Services and Department of Public Works recommend that two million and one nine hundred sixty-seven thousand (2,001,967.00) dollars and no/100s, be released. Staffs recommendation is to release the collateral, in the form of a Letter of Credit. This release is conditioned on the posting of a new form of collateral by the applicant. The applicant has submitted a new Surety Rider Bond for five hundred thirty-three four hundred fifty-four and no/100s (533,454.00) dollars for replacement collateral from the American International Companies, 70 Pine Street, New York, NY 10270, Bond number 26-68-23 with an effective date of May 14, 2002. 2002-2599 Wel Planer- n n,artment rY CFP 09 ZUUZ September 5, 2002 R r L.-+q Weld County Board of County Commissioners Kim Ogle, Planner 1555 N. 17 Avenue Greeley, CO 80631 RE: On-site Improvements Bond #26-68-23 Reduction for KB Home Idaho Creek, Filing 1 Subdivision. Dear Ms. Ogle, Pursuant to your letter dated May 15, 2002 enclosed is the original bond reduction rider for the above-mentioned bond. Also enclosed is a duplicate rider that must be signed by Weld County accepting the rider. Please sign and return the rider to AON (return envelope enclosed) as soon as possible. If you have any further questions or concerns please contact me at (303) 220-6059. Sincerely, KB Home Colorado Inc. Katie Schiel Sr. Land Coordinator KB HOME COLORADO INC. 8401 EAST BELLEVIEW AVENUE SUITE 200 DENVER, CO 80237 TEL 303 220 6000 FAX 303 773 1930 KBHOME.COM AoNAon Risk Services Joyce Herrin Commercial Surety Department Phone: 213-630-3321 Fax: 213-689-9731 August 13, 2002 Ms. Katie Schiel KB HOME 8401 East Belleview Avenue, Suite 200 Denver, CO 80237 RE: RIDER(Bond Decrease) Development Bond OBLIGEE: County of Weld Dear Katie: Please find enclosed the executed rider(s) and copy(ies)pursuant to your request. We urge that you recheck all signatures, dates, and verify that the information on the rider(s) is correct. The rider(s) must be filed with the Obligee as part of the original bond(s). The copy that is stamped DUPLICATE must be signed by the Obligee to show their acceptance and returned to us in the attached returned envelope. If you have any questions, please give me a call. Sincerely, J' yc Herrin urety Analyst Enclosure(s) Aon Risk Services, Inc. of Southern California Insurance Services 707 Wilshire Blvd., Ste. 6000•Los Angeles, California 90017•tel:(213) 630-3200•fax: (213)689-44450 Mailing: P.O. Box 54670, Los Angeles. California 90054-0670•License No. 0530733 Alt)Insurance Company ��`'{ � American Home Assurance Company nRI wMdrrtls 9anawq Granite State Insurance Company The Insurance Company of the State of Pennsylvania American International Companies National Union Fire Insurance Company of Pittsburgh,Pa. Principal Bond Office New Hampshire Insurance Company 70 Pine Street New York,N.Y. 10270 SURETY RIDER To be attached to and forma pan of Bond No. 26 68 23 dated October 24, 2001 executed by KB HOME Colorado Inc. as Principal,and American Home. Assurance Company as Surety,in favor of County of Weld as Obligee, In consideration of the premium charged,n is understood and agreed shat effective on May 14, 2002 The Bond Amount was reduced FROM: Two Million One Thousand Nine Hundred Sixty Seven and NO/000 ($2,001,967.00) TO: Five Hundred Thirty Three Thousand Four Hundred Fifty Four and NO/000 ($533,454.00) Provided, however,that the liability of the Surety under the attached bond and under the attached bond as changed by this rider shall not be cumulative. Nothing herein conleined shell be held to vary, waive,alter or extend any of the terms,conditions, agreements or warranties of the above- mentioned bond.other than as stated above. SgnedaealadanddiwW August 13, 2002 KB HOME Colorado Inc. (Principal, (Seal) Accepted: Pros% errt - Deny-6S Welsch (tale) /y,CC/%,ountyo1ff �Wel�d(�(� American Home Assurance Company 7.By �1rJrIAM.4.!/F'Or� ry Clt` gC� x }} 47— Glenn Vaad, (09/23/2002) (Title) By aria Pena Attorney-in-Fact 33012(Vaal ey- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles On August 13. 2002 before me, Joyce M. Herrin, Notary Public, personally appeared Maria Pena, personally known to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. JOYCE M.HE "al COMM.M1323635 9 N0IANY P119UC�CAlIf0flNIP a y�•_�p.,oy7.r, , LOS ANGELES COUNTY (Threatce M. Herrin I !s My COMM E NES OCE.4.2005 American Home Assurance Company POWER OF ATTORNEY National Union Fire Insurance Company of Pittsburgh, Pa. Principal Bond Office:70 Pine Street,New York,N.Y. 10270 No.05-B-01233 KNOW ALL MEN BY THESE PRESENTS: That American Home Assurance Company, a New York corporation, and National Union Fire Insurance Company of Pittsburgh, Pa., a Pennsylvania corporation,does each hereby appoint ---Tracy Aston,Peter Arkley,C.K. Nakamura, E.S.Albrecht,Jr.,Lisa L.Thornton, William A.Sadler,Dennis T.Simard III,Maria Pena,Betty Walker,Tom Branigan, Marina Tapia,Clarice Lee, Richard E. Bigley,Joyce Herrin: of Los Angeles,California--- its true and lawful Attorney(s)-in-Fact,with full authority to execute on its behalf bonds,undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF.American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh,Pa.have each executed these presents .... Pitt 4,4 this 9th day of November,2001 tf ,.e "E j f _ `� . a '�r t'lrLrPo 1" '� l la ce Vice President STATE OF NEW YORK } COUNTY OF NEW YORK }ss. On this 9th day of November, 2001 before me came the Ass above named officer of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa., to me personally known to be the individual and officer described herein, lRIRO PARKER NAN Pubic. ie of New Yak and acknowledged that he executed the foregoing instrument and N0.01 AAlipp5pg��1 affixed the seals of said corporations thereto by authority of his WSW RidnttotlQi�t!��L� office. E ' aSL2 CERTIFICATE Excerpts of Resolutions adopted by the Boards of Directors of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh,Pa.on May 18, 1976: "RESOLVED,that the Chairman of the Board,the President,or any Vice President be,and hereby is,authorized to appoint Attorneys-in-Fact to represent and act for and on behalf of the Company to execute bonds,undertakings. recognizances and other contracts of indemnity and writings obligatory in the nature thereof.and to attach thereto the corporate seal of the Company,in the transaction of its surety business; 'RESOLVED. that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile.and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seat shall be valid and binding upon the Company when so affixed with respect to any bond,undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED. that any such Attorney-in-Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thereof,said date to be not later than the date of delivery thereof by such Attorney-in-Fact." I. Elizabeth M.Tuck,Secretary of American Home Assurance Company and of National Union Fire insurance Company of Pittsburgh,Pa.do hereby certify that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations,and the Powers of Attorney issued pursuant thereto,are true and correct,and that both the Resolutions and the Powers of Attorney are in full force and effect. IN WITNESS WHEREOF.I have hereunto set my hand and affixed the facsimile seal of each corporation this 13th day of August 2002 • I.ate. wr `C;\ b" Elizabeth M.Tuck,Secretary(.: ;,:) \�uacw tv a ior 65166(41991 07/11/02 13:58 FAX 970 304 6498 WELD PLANNING Z002 MEMORANDUM TO: Board of O02 ty Commisioners DATE May 15 COLORADO FROM: Kim Ogle, Planner IIIiC SUBJECT: S-554, Idaho Creek, Filing I On-Site Improvements Release of Collateral kV 2U-- °'b "23 On April 30, 2002 the Weld County Department of Public Works preformed a site inspection of the transportation portion of Exhibit A, Filing I for Idaho Creek PUD, case number S-554. Don Carroll in his memorandum dated May 3, 2002 states that all transportation related items for Filing I have been completed. In the Improvements Agreement, Item Nos. 8.1.5 and 8.1.6, it states that fifteen (15) percent shall be retained for a period of one year. At the end of one year and if no distress or repairs are needed to the asphalt, the fifteen (15) percent collateral ($25,000.) for the internal roads and ($6300.) for Weld County Road 7.5 off-site shall be released. On May 14, 2002, the Department of Planning Services preformed a site investigation of the completed improvements for Idaho Creek, Filing I at the request of the applicant. The Department of Planning Services determined that all non-transportation items associated with the First Filing have not been completed. Given this circumstance, the Department of Planning Services recommends retaining five hundred two thousand one hundred fifty-four (502,154.00) and no/100s dollars until the non-transportation related items are installed and approved by this office. Therefore, the Department of Planning Services and Department of Public Works recommend that two million and one nine hundred sixty-seven thousand (2,001,967.00) dollars and no/100s, be released. Staff's recommendation is to release the collateral, in the form of a Letter of Credit. This release is conditioned on the posting of a new Letter of Credit by the applicant. The applicant shall submit a new Letter of Credit for five hundred thirty-three four hundred fifty- four and no/100s (533,454.00) dollars for replacement collateral. 0 PUBLIC WORKS DEPARTMENT rs PHONE (970) 356-4000, EXT. 3750 FAX: (970) 304-6497 WEBSITE: www.co.weld.co.us 1111 H STREET I ID P.O. BOX 758 C. GREELEY, COLORADO 80632 COLORADO July 25, 2002 David Nickels KB Homes 8401 East Belleview Ave., Suite 200 Denver, CO 80237 RE: Idaho Creek, Filing 1, 1-25 and Highway 119, S-554 Dear Mr. Nickels: I have recently received the final asphalt compaction test provided by CTL/Thompson, Inc. Consulting Engineers. There are 17 failures out of 69 compaction tests taken throughout the Filing 1 project on the final lift. This computes to approximately 25% of the final lift failing. I have retained 15% of your paving item, which is usually done for a period of one year for a guarantee. We require that a guarantee period now be extended for two years due to the high percent of failure. During the two-year period, we will monitor for distress or repairs needed. Possibly an additional overlay or seal coat is needed. At the end of the two-year period, we will re- evaluate Idaho Creek, Filing 1 , prior to release of any collateral associated with the pavement item. Please find attached the asphalt compaction tests provided for Filing 1. Sincerely, 4a' Donald Carroll Engineering Administrator pc: Drew Scheltinga, Engineering Division Manager Kim Ogle, Planner III, Planning Services Carol Harding, CTB S-554 file M:\WPFILES\DON-C\KBHomes-let.wpd Asphalt Compaction CTUTHOMPSON, INC CONSULTING ENGINEERS Test Report DATE: 11/29/01 JOB NO. FC2131 CLIENT: KB HOMES REPORT NO. 1 SHEET 1 OF 2 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK I-25 AND HIGHWAY 119 SUITE 200 WELD COUNTY, COLORADO DENVER CO 80237 BELOW LIFT MAX FIELD COM- TIME MIX AIR TEST LOCATION FINISH THICK- DENSITY DENSITY FACTION TEMP TEMP NO. GRADE NESS PCF % F - F INCHES INCHES Butte Drive,STA 23+50 1 10 feet right of centerline 2.5 4.0 152.8 145.0 95 1200 265 32 Butte Drive,STA 24+50 2 10 feet right of centerline 2.5 4.0 152.8 144.0 94 Butte Drive,STA 24+00 3 at centerline 2.5 4.0 152.8 142.0 93 Butte Drive,STA 24+50 4 10 feet left of centerline 2.5 4.0 152.8 144.0 94 Idaho Creek Parkway,STA 11+00 5 8 feet right of centerline 2.5 4.0 152.8 142.0 93 Idaho Creek Parkway,STA 11+50 6 10 feet left of centerline 2.5 4.0 152.8 142.0 93 Weld CR 7 1/2,STA 16+00 7 25 feet left of centerline 2.5 4.0 152.8 141.0 92 Weld CR 7 1/2,STA 14+00 8 20 feet left of centerline 2.5 4.0 152.8 145.0 95 Weld CR 7 1/2,STA 13+00 9 20 feet left of centerline 2.5 4.0 152.8 142.0 93 Weld CR 7 1/2,STA 11+50 10 25 feet left of centerline 2.5 4.0 152.8 143.0 94 Weld CR 7 1/2,STA 17+00 11 15 feet left of centerline 2.5 4.0 152.8 142.0 93 Weld CR 71/2,STA 15+00 I 12 10 feet left of centerline 2.5 ' 4.0 i 152.3 143.0 I 94 , , i MIX TYPE: SG WIND: AM 0-5 PM THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS OF MAXIMUM MAX.THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY SPECIFICATIONS: 92 - 96 THE NECESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIED TYPE OF EQUIPMENT AND NUMBER OF UNITS: Blaw Knox PF 5510 COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST Paver,CAT CB534C Smooth Drum Roller,CAT PS 1508 Rubber DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT MEETS SPECIFICATIONS. Tire Roller, Hyster C350C Smooth Drum Roller PROGRESS REPORT: As requested,a site visit was made to observe and test placement of asphalt. LaFarge placed the bottom lift of asphalt for Butte Drive,Idaho Creek Parkway,and Weld County Road 7 1/2. ©IN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANO TEST NO.(5): 1-13 0 REG/s� n ❑IN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): • ,9 �J ❑CONTRACTOR'SJCLIENTSREPRESENTATIVEADVISED: ci,O� OO2�C1 SCOPE OF OESERVATION: ❑ FULL TIME L7 PERIODIC,ON CALL BASIS :> 3' CTL/THOMPSON, INC ' 2 810 Fred Braun - FIELD REPRESENTATIVE APPROVED BY e,j;,. M 4a�c� Eg1 Asphalt Compaction CTL/THOMPSON, INC CONSULTING ENGINEERS Test Report DATE: 1 1/29/01 JOB NO. 1=C2131 CLIENT: REPORT NO. 1 SHEET 2 OF 2 KB HOMES SUBJECT: IDAHO CREEK 8401 EAST BELLEVIEW AVE. 1-25 AND HIGHWAY 119 SUITE 200 WELD COUNTY, COLORADO DENVER CO 80237 BELOW LIFT MAX FIELD COM- TIME MIX AIR TEST LOCATION FINISH THICK- DENSITY DENSITY PACTION TEMP TEMP NO. GRADE NESS PCF % F F - INCHES INCHES Weld CR 7 1/2,STA 13+00 13 15 feet left of centerline 2.5 4.0 152.8 144.0 94 1 ND: AM 0-5 PM THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR MIX TYPE. SG WI OBSERVATION OF ASPHALT PLACEMENT.AS WELL AS THE TESTS THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY SPECIFICATIONS: 92 - 96 OF MAXIMUM MAX. THE NECESSARY COMPACTIOE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER OF UNITS: Blaw Knox PF 5510 PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE Paver,CAT CB534C Smooth Drum Roller,CAT PS 150B Rubber ASPHALT MEETS SPECIFICATIONS. Tire Roller, Hyster C350C Smooth Drum Roller PROGRESS REPORT: 00 REG/S le DIN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): O. • El IN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): •'O 0ti�O ❑CONTRACTOR'SJCLIENTS REPRESENTATIVE ADVISED: 29810 SCOPE OF OBSERVATION: 0 FULL TIME O PERIODIC,ON CALL BASIS • CTUTHOMPSON, C �•• • q, Fred Braun APPROVED B;' /j) FIELD REPRESENTATIVE • Asphalt Compaction L J U I L/ I MUIVIYJVIN, IINU. = V CONSULTING ENGINEERS Test Report DATE: 04/17/02 JOB NO. FC2131 CLIENT: KB HOMES REPORT NO. 4 SHEET 2 OF 2 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK SUITE 200 I-25 AND HIGHWAY 119 DENVER CO 80237 WELD COUNTY, COLORADO BELOW LIFT MAX FIELD COM- TIME MIX AIR TEST LOCATION FINISH THICK- DENSITY DENSITY PACTION TEMP TEMP NO. GRADE NESS PCF % F F INCHES INCHES PROGRESS REPORT: As requested,a site visit was made to observe and test asphalt placed. Aggregate Industries placed the bottom lift of asphalt along Durango Place and Idaho Creek Parkway. MIX TYPE: G WIND: AM 0-5 mph PM THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS SPECIFICATIONS: 92 - 96 %OF MAXIMUM MAX.THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER OF UNITS: Blaw Knox, PF 510 PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA CAT CB 534C Smooth Drum,CAT PS 130 Rubber Tire, ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT MEETS SPECIFICATIONS. Hyster C350A Smooth Drum GIN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): CIIN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): ECONTRACTOR'S/CLIENT'S REPRESENTATIVE ADVISED: 0\-.es •pDO s7 tit SCOPE OF OBSERVATION: FULL TIME O PERIODIC,ON CALL VO-•+° �/A%•�cc`O t)I CTL/THOMPSON INC. i . .; y • � C • Fred Braun - • p_ • FIELD REPRESENTATIVE APPROVERS tf �,r BUJ oft, , ll 9 • Asphalt Compaction JUL 1. G 2002 L CTUTHOMPSON, INC. Test Report PUBLIC COUNT`;' CONSULTING ENGINEERS WORKS DEPT DATE: 04/06/02 JOB NC. FC2131 CLIENT. KB HOMES REPORT NO. 2 SHEET 1 OF 2 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK SUITE 200 1-25 AND HIGHWAY 119 DENVER CO 80237 WELD COUNTY, COLORADO LOCATION BELOW LIFT MAX FIELD COM- TIME MIX AIR -EST FINISH THICK- DENSITY DENSITY PACT:ON TEMP TEMP NO. GRADE NESS PCF ! F F - INCHES INCHES East of Ridge Road centerline, 160' S 14 -of Durango Place centerline 3.0 4.0 153.4 127.0 83 1030 125 Retest 14 14 a 3.0 4.0 153.4 _ 133.0 87 1130 110 East of Ridge Road centerline, 150' S 15 of Butte Drive centerline 3.0 4.0 153.4 137.0 89 1145 150 North of Butte Drive centerline,200'E 1 16 of Highland Drive centerline 3.0 4.0 153.4 136.0 89 11145 At intersection of Butte Drive and Highland Drive, 17 North of Butte Drive centerline 3.0 4.0 _153.4 138.0 90 1200 North of Butte Drive centerline,200'W 18 of Highland Drive centerline 3.0 4.0 153.4 139.0 91 1320 West of Butte Drive centerline,400'W 19 of Highland Drive centerline 3.0 4.0 153.4 138.0 90 1330 West of Butte Drive centerline,600'W 20 of Highland Drive centerline 3.0 4.0 153.4 139.0 91 _1345 West of Butte Drive centerline,750'W 21 of Highland Drive centerline 3.0 4.0 153.4 140.0 91 1400 i Middle mat,400' N of Idaho Creek Pkwy centerline, i 22 on Butte Drive 3.0 4.0 153.4 135.0 88 1430 Middle mat,600' N of Idaho Creek Pkwy 23 centerline,on Butte Drive 3.0 4.0 153.4 127.0 83 1435 r Middle mat,800' NE of Idaho Creek Pkwy 24 centerline,on Butte Drive 3.0 4.0 153.4 135.0 88 1445 Middle mat,1000'NE of Idaho Creek Pkwy 25 centerline,on Butte Drive 3.0 4.0 153.4 139.0 91 1515 Middle mat,200'S of Butte Drive centerline 26 on Ridge Road 3.0 4.0 153.4 140.0 91 1540 65 MIX TYPE: G WIND: AM 5 PM 15 THIS REPORT PRESENTS OPINIONS FCRMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS SPECIFICATIONS: 92 - 96 %OF MAXIMUM MAX.THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIOE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER CF UNITS: Rubber Tire Roller, PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA Finish Rollers,Vibratory Roller ARE NOT THE SPECIFICATIONS. LE 30-36FOR OPINIONS ON WHETHER THE ASPHALT MEETS 30-36 2 I OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): - 14, 14a, OIN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): OO REGIS OCCNTRACTOR'S/CLIENT'S REPRESENTATIVE ADVISED: Aggregate industries ��j••••o.DO •lFe, SCOPE OF OBSERVATION: FULL TIME 0 PERIODIC,ON CALL V�Cf� Q�6dd CTL/THOMPSON, INC. :"'J • r '�Steve Ouellette �+`~'-- '_.J, • a+' yk- 14erFIELD REPRESEINTATIVE APPROVED BY,' O { - , , 44+ ,.. Fes_ ")..a.. r. Asphalt Compaction v i u I nuivtroviv, II' L . CONSULTING ENGINEERS Test Report CLIENT: DATE: 04/06/02 JOB NO. FC2131 KB HOMES REPORT NO. 2 - SHEET 2 CF 2 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK SUITE 200 I-25 AND HIGHWAY 119 DENVER CO 80237 WELD COUNTY, COLORADO TEST LOCATION BELOW LIFT MAX =IELD COM- TIME MIX AIR FINISH THICK- DENSITY DENSITY PACTION TEMP TEMP NO GRADE NESS PCF % F F INCHES INCHES Middle mat,400'S of Butte Drive centerline 27 on Ridge Road 3.0 4.0 153.4 140.0 91 1542 65 Middle mat,300' N of Idaho Creek Pkwy 28 on Butte Drive 3.0 4.0 153.4 136.0 89 1544 65 Middle mat,at intersection of Highland Drive 29 and Butte Drive 3.0 4.0 153.4 135.0 88 1546 65 Third mat,West of Ridge Road centerline 30 at the intersection of Forester Place 3,0 4.0 153.4 143.0 93 1610 65 Third mat,West of Ridge Road centerline 31 at the intersection of Durango Place 3.0 4.0 153.4 142.0 93 1612 65 Third mat,South of Butte Drive centerline, 32 200'E of Highland Drive centerline 3.0 4.0 153.4 142.0 93 1620 50 Third mat,South of Butte Drive centerline,100'W 33 of Highland Drive centerline 3.0 4.0 153.4 143.0 93 1630 60 Third mat,South of Butte Drive centerline,400'W 34 of Highland Drive centerline 3.0 4.0 153.4 142.0 93 -1717 50 Third mat,East of Butte Drive centerline,600'S 1 35 ' of Highland Drive centerline 3.0 4.0 153.4 143.0 93 1720 50 Third mat,330' N of Idaho Creek centerline, 36 E of Butte Drive centerline 3.0 4.0 153.4 147.0 96 1759 50 PROGRESS REPORT: As requested,a site visit was made to observe and test placement and density of asphalt along Ridge Road and Butte Drive. Around noon the foreman ordered a heavier vibratory roller. Only retests with change in density were recorded. The larger vibratory roller arrived at 3:10 pm. The large vibratory roller improved compaction results,and the third mat had all passing tests. Rolling of the mat continued until densities within project specifications were reached. Tests in this report represent about 1/4 of the tests performed. MIX TYPE: G WIND: AM 5 PM 15 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS SPECIFICATIONS: 92 - 96 %OF MAXIMUM MAX.THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIED TYPE OF EQUIPMENT AND NUMBER OF UNITS: Rubber Tire Roller, COMPACTION DURING LOCATIONIMESS WHEN CUR OBSERVER WAS NOT PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA Finish Rollers,Vibratory Roller ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT MEETS SPECIFICATIONS. IN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): O IN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): 0 RE OCONTRACTCR'SCLIENTS REPRESENTATIVE ADVISED: O� i•.....9.a..(••T(c9 SCOPE OF OBSERVATION: FULL TIME O PERIODIC,ON CALL • CTUTHOMPSON,INC. �;7o ��t� ' • 29, 1p • ' Steve Ouellette ' ; FIELD REPRESENTATIVE APPROVED BY i r� �� SLYM n r ro 4-CAC . Asphalt Compaction v ‘..., I Li I r7l.JIIVtro%JIM WM.. CONSULTING ENGINEERS Test Report CLIENT: DATE 04 1 7102 JCB NO. FC2131 KB HOMES REPORT NO. 4 SHEET 1 OF 2 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK SUITE 200 1-25 AND HIGHWAY 119 DENVER CO 80237 WELD COUNTY, COLORADO TEST LOCATION BELOW LIFT MAX FIELD COM- T,ME MIX AIR FINISH THICK- DENSITY DENSITY PACT,ON TEMP TEMP NO. GRACE NESS PCF % F F INCHES 'NCHES STA 11+00, 13' left of the centerline 1 37 Durango Place 2.0 3.0 152.6 145.0 95 i STA 14+50, 15'left of the centerline 38 Durango Place 2.0 3.0 152.6 143.0 94 STA 18+00, 15'left of the centerline I 39 Durango Place 2.0 3.0 152.6 142.0 93 STA 20+00,12'left of the centerline 40 Durango Place 2.0 3.0 152.6 144.0 94 STA 10+50, at the centerline 1 41 Durango Place 2.0 3.0 152.6 143.0 94 ' STA 13+50,at the centerline 42 Durango Place 2.0 3.0 152.6 142.0 93 STA 16+50, 3'right of the centerline 43 Durango Place 2.0 3.0 152.6 143.0 94 STA 19+00,at the centerline 44 Durango Place 2.0 3.0 152.6 145.0 95 .,STA 20+00,5'left of the centerline 45 Durango Place 2.0 3.0 152.6 143.0 94 ~ STA 11+00, 12'right of the centerline 46 Durango Place 2.0 3.0 152.0 143.0 94 STA 15+00, 15'right of the centerline 47 Durango Place 2.0 3.0 152.0 143.0 94 STA 17+50, 13'right of the centerline 48 Durango Place 2.0 3.0 152.0 142.0 93 I 1 STA 19+50, 18'right of the centerline 49 Durango Place 2.0 3.0 152.0 143.0 94 STA 13+50, 15'right of the centerline 50 Idaho Creek Parkway 2.0 3.0 152.0 142.0 93 MIX TYPE' G WINO: AM 0-5 mph PM THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS SPECIFICATIONS: 92 - 96 A,OF MAXIMUM MAX.THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY CCMPACTIVE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES'WHEN CUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER OF UNITS: Blaw Knox, PF 510 c PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TFET DATA CAT CB 534C Smooth Drum, CAT PS 130 Rubber Tire, ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT MEETS SPECIFICATIONS. Hyster C350A Smooth Drum 2 I OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): 37±50 DIN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): ❑CONTRACTOR'S/CLIENT'S REPRESENTATIVE ADVISED: Pflb REG/S SCOPE OF OBSERVATION: FULL TIME O PERIODIC,ON CALL y��.• fl ••.7 e CTL/THOMPSON, N V C. �1'1O' �tjO.•1OQ Fred Braun - J-t FIELD REPRESENTATIVE APPROVED Y jfm 13° (C.,O 1� Asphalt Compaction :±13:_dr V I S t ' >I G E NGIlli, StrV• Test Report CONSULTING ENGINEERS CLIENT: DATE: 04!22102 JOB NO. FC2131 KB HOMES REPORT NO. 6 ' SHEET 1 OF 1 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK SUITE 200 1-25 AND HIGHWAY 119 DENVER CO 80237 WELD COUNTY, COLORADO LOCATION BELOW LIFT MAX FIELD COM- TIME MIX AIR TEST FINISH THICK- DENSITY DENSITY FACTION TEMP TEMP NO. GRADE NESS PCF % F F INCHES INCHES Highland Dr @ Butte Dr,W Side 55 0.0 2.0 151.5 149.0 98 1220 59 Highland Dr @ Stagecouch Rd,E Side 56 0.0 2.0 151.5 145.0 96 1225 59 Ridge Rd @ Durango PI, E Side 57 0.0 2.0 151.5 146.0 96 1405 64 Butte Dr,N Side,150'E 58 of Highland 0.0 2.0 151.5 147.0 97 _ 1410 64 Butte Dr,N Side,200'W 59 of Highland 0.0 2.0 151.5 146.0 96 1415 64 I PROGRESS REPORT: As requested,a site visit was made to observe and test placement and density of asphalt on Highland Drive,Ridge Drive,and Butte Drive. MIX TYPE: CS WIND: AM 10 MPH PM 10 MPH THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS SPECIFICATIONS: 92 - 96 %CF MAXIMUM MAX,THEO. SHOWN ABOVE.WE HAVE REUED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER OF UNITS: 1 PAVER, PRESENT.AND AT LOCATIONS OTHER THAN THOSE TESTED, TEST DATA I SMOOTH DRUM ROLLER,AND 1 WHEELED ROLLER ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT MEETS SPECIFICATIONS. 55-59 a IN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): OIN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): C OCONTRACTOR'SlCLIENTS REPRESENTATIVE ADVISED: Q ........: i'e v. SCOPE OF OBSERVATION: FULL TIME Q PERIODIC,ON CALL QUO • O. ��•�0--p�Q CTLITHOMPS N,INC. ti. 2 • Dan Thomas , --1-- \-- -., I 4... FIELD REPRESENTATIVE APPROVE B ` �,, �'s; .- sC.. ....... \G - Asphalt Compaction i-r t, I L/ I nuIVIrauri, Ira... Test Report CONSULTING ENGINEERS DATE: 04/23/02 JOB NO. FC2131 CLIENT: KB HOMES REPORT NO. 7 SHEET 1 Of 1 8401 EAST BELLEVIEW AVE. SUBJECT: IDAHO CREEK SUITE 200 1-25 AND HIGHWAY 119 DENVER CO 80237 WELD COUNTY,COLORADO LOCATION BELOW LIFT MAX FIELD COM- TIME MIX AIR TESTFINISH THICK- DENSITY DENSITY PACTION TEMP TEMP NO. GRADE NESS PCF % F F INCHES INCHES Butte Dr,W Side,50'N - 60 of Durango PI 0.0 2.0 153.7 146.0 95 1325 290 73 Butte Dr,160'E of Highland, 61 E Side 0.0 2.0 153.7 145.0 94 1330 290 73 Butte Dr,W Side,70'W 62 of Highland 0.0 2.0 153.7 147.0 96 1340 290 73 Butte Dr,270'N of Idaho Crk. 63 Prkwy,E Side 0.0 2.0 153.7 146.0 95 1345 290 73 Butte Dr,E Side,90'N 64 of Idaho Crk Pkwy 0.0 2.0 153.7 146.0 95 1400 290 73 • PROGRESS REPORT: As requested,a site visit was made to observe and test placement and density of asphalt on Butte Drive. • MIX TYPE: CS WIND: AM 10-15 PM 10.15 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS SPECIFICATIONS: 92 - 96 %OF MAXIMUM MAX.THEO. SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER OF UNITS: Paver,Wheeled PRESENT,AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT Smooth Drum Roller MEETS SPECIFICATIONS. ©IN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): 60-64 DIN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): 00 REGIS CONTRACTOR'SICLIENTS REPRESENTATIVE ADVISED: N9 .. 0O/j• 'QC SCOPE OF OBSERVATION: FULL TIME Q PERIODIC,ON CALL V;O� -1 CTLITHOMPSON INC. 7 Dan Thomas • t. II 81 �� FIELD REPRESENTATIVE APPROVE BY 9 •. ` FSo,,,..., cif .Asphalt Compaction t. I La I ntJIVII J JIM, I N%.. Test Report V CONSULTING ENGINEERS • DATE: 04/24/02 JOB NO. FC2131 CLIENT: REPORT NO, 8 SHEET 1 OF 1 KB HOMES SUBJECT: 8401 EAST BELLEVIEW AVE. IDAHO CREEK SUITE 200 I-25 AND HIGHWAY 119 WELD COUNTY, COLORADO DENVER CO 80237 BELOW LIFT MAX FIELD COM- TIME MIX AIR TEST LOCATION FINISH THICK- DENSITY DENSITY PACTION TEMP TEMP NO. GRADE NESS PCF % F F INCHES INCHES Durango Place,150'E of 65 Highland,S Side 0.0 2.0 153.0 145.0 95 1140 285 48 Durango Place,100'W of 66 Highland,S Side 0.0 2.0 153.0 146.0 95 1145 285 48 Durango Place,80'N of 67 Idaho Creek Prkwy,E Side 0.0 2.0 153.0 146.0 95 1150 285 48 Durango Place,150'E of 68 Highland,S Side 0.0 2.0 153.0 147.0 96 1340 285 54 Highland,40'S of Durango 69 Place,W Side 0.0 2.0 153.0 145.0 95 1345 285 54 PROGRESS REPORT: As requested,a site visit was made to observe and test placement and density of asphalt on Durango Place and Highland. THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR MIX TYPE: C$ WIND: AM 15 PM 15-20 OBSERVATION OF ASPHALT PLACEMENT,AS WELL AS THE TESTS , -�? SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY SPECIFICATIONS: 92 - 96 % MAXIMUM `. MAX.THEO: THE NECESSARY COMPACTIVE EFFORT TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER WAS NOT TYPE OF EQUIPMENT AND NUMBER OF UNITS: Paver,Smooth PRESENT.AND AT LOCATIONS OTHER THAN THOSE TESTED.TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE ASPHALT Roller,Wheeled Roller MEETS SPECIFICATIONS. 65-69 ©IN OUR OPINION COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S): El IN OUR OPINION COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANS TEST NO.(S): - ( Q RCG/pi.4�Ttl ❑CONTRACTOR'S/CLIENTS REPRESENTATNE ADVISED: �Nick/O0.OOd-. *-�� {I SCOPE OF OBSERVATION: FULL TIME Q PERIODIC,ON CALL iPSoN , IN . U:O 17 t 80 Dan Thomas • . AP •� APPROVED EV .2%tf 1 FIELD REPRESENTATIVE % r. MEMORANDUM TO: Kim Ogle, Planner III May 20, 2002 FROM: Carol Harding COLORADO SUBJECT: S-554 Idaho Creek, Phase I I am returning the attached paperwork regarding S-554 Idaho Creek, Phase I for you to hold until replacement collateral is received. The collateral currently being held is in the form of a Development Bond. The applicant should obtain a new bond for the remaining $533,454.00 of the collateral required, or post any other approved collateral. After you have received the replacement collateral, please return it to me, along with this packet, and I will place it on the Board's agenda. In future, please do not send collateral releases to me until the replacement collateral, if any, is attached. If you have any questions, please call me at extension 4217. Thanks. Hello