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Home My WebLink AboutC84-009 Subdivision Improvements Agreement_Arrowhead at Vail_second amendmentI SECOND AMENDED SUBDIVISION IMPROVEMENTS AGREEMENT 2 8 9 3 9 PAGE — U— JOHNNETTE PHILLIPS EAGLE CTY. RECORDER IN V II 55 AM'8q THIS AGREEMENT is made and entered into this ZA day of T - 19R47 by and between ARROWHFAD AT VAIL, a joint venture, here- inafter referred to as the "Subdivider," and THE BOARD OF COUNTY COMMISSIONERS OF THE COUNTY OF EAGLE, STATE OF COLORADO, hereinafter referred to as the "County." RECITALS. A. In accordance with Colo. Rev. Stat. 9 30-28-137, as amended, the Subdivider and the County have previously entered into a Subdivision Improvements Agreement (the "Original Agreement") regard- ing improvements to be completed in the subdivision in Eagle County, Colorado known as Arrowhead at Vail (the "Subdivision"). The Original Agreement was dated October 18, 1983, and recorded January 3, 1984, in Book 375 at Page 881, and amended by instrument dated April 25, 1984, and recorded April 26, 1984, in Book 383 at Page 985, both in the real property records of the County of Eagle, State of Colorado. B. The Original Agreement was further amended and restated by that certain First Amended and Restated Subdivision Improvements Agreement (the "First Amended Agreement") between the Subdivider and the County, dated April 25, 1984, and recorded April 26, 1984, in Book 383 at Page 988 in the real property records of Eagle County, Colorado. The First Amended Agreement pertained to those portions of the Subdivision platted as Arrowhead at Vail Filing No. 10, ("Filing No. 10"), Arrowhead at Vail Filing No. 11 ("Filing No. 11"), and Arrowhead at Vail Filing No. 12 ("Filing No. 12"). C. The Subdivider, as a condition of approval of the final plat of Arrowhead at Vail Filing No. 15, County of Eagle, State of Colorado ("Filing No. 15"), wishes to further amend and restate the First Amended Agreement, also in accordance with Colo. Rev. Stat. S 30-28-137, to restate the obligations incurred by the Subdivider under the First Amended Agreement, and to document the obligations to the County hereby incurred by the Subdivider in connection with Filing No. 15. D. Pursuant to the statutory authority referred to above, the Subdivider is obligated to provide security or collateral suff icient in the judgment of the County to make reasonable provisions for completion of certain improvements as set forth in Exhibit A attached to and incorporated in this Agreement by this reference. E. The Subdivider wishes to provide collateral to guaran- tee performance of this Agreement, including construction of the above- referenced improvements, by means of a Second Amended Promissory Note and a Second Amended Deed of Trust. COVENANTS. In consideration of the following mutual covenants and agreements, the Subdivider and the County agree to amend and restate the First Amended Agreement, as follows: 1. Improvements. The Subdivider hereby agrees, at its sole cost and expense, to furnish all equipment and materials neces- sary to perform and complete, in a good workmanlike manner, all improvements as shown in the final plat documents for the Subdivision, in accordance with all plans and specifications for the Subdivision filed in the office of the County Engineer and/or Department of Community Development, and to do all work incidental thereto according to and in compliance with the following: a. All final plat documents submitted prior to or at the time of final plat approval. b. All laws of the United States of America, State of Colorado, County of Eagle, and its respective agencies, affected special districts and/or service districts. c. Such other designs, drawings, maps, specifica- tions, sketches, and other matters submitted by the Subdivider to and approved by any of the above -referenced governmental entities. All said work shall be done under the inspection of and to the satisfaction of the County Engineer and/or the County Building Official, respectively, and shall not be deemed com- plete until approved and accepted as completed by the Board of County Commissioners of the County or said Board's appointed designee. d. In addition to the foregoing, the Subdivider agrees to retain a registered engineer whose duties shall include the inspection, construction engineering, surveying, and -2- FM materials testing, as applicable, of the improvements to be installed and completed pursuant to this Agreement in accordance with the plans and specifications approved by the County includ- ing, by way of illustration and not limitation, density testing of soils. The engineer retained by the Subdivider shall file with the County written quarterly reports of the results of such engineering services. The Subdivider shall perform and complete the work described above relating to Filing No. 10, Filing No. 11, and Filing No. 12 on or before November 30, 1984, and the work described above relating to Filing No. 15 on or before November 30 , 1985. 2. Cost-collateral_. The total estimated cost of said work and improvements for Filing No. 10, Filing No. 11, Filing No. 12 , and Filing N o . 15 is the sum of three million seven thousand six hundred and ninety one dollars ($ 3, 007, 691.00 ) as evidenced by the final estimate of probable construction costs contained within Exhibit A. To secure and guarantee performance of its obligations as ,set forth herein, the Subdivider agrees to provide security and col- lateral in the form of a Second Amended Promissory Note in the amount of three million seven thousand six-_hmdred and ninetX one Dollars ($ 3 s OOZ, 691. 00 ) , secured by a Second Amended Deed of Trust evidencing a first lien on Lot 21, Arrowhead at Vail Filing No. 11, County of Eagle, State of Colorado, according to the final plat thereof. The original deed of trust filed in connection with the Original Agreement, recorded in Book 375 at Page 880, as amended and restated in the First Amended Deed of Trust recorded April 26, 1984, in Book 383 at Page 989, all in the real property records of Eagle County, Colorado, is again amended and restated in its entirety by the Second Amended Deed of Trust. 3. Substitution of Collateral. The Subdivider may at any time substitute the collateral originally deposited with the County under this Agreement for another form of collateral acceptable to the County to guarantee the faithful completion of those improvements referred to herein and the performance of the terms of this Agreement. The County agrees that to the extent any district sells its bonds or bond anticipation notes to provide funds for any of the improvements described in Exhibit A and covenants with the County and Subdivider to install any of the improvements, the note and collat- eral of the Subdivider shall be released by the County to the extent the improvements are actually completed pursuant to this Agreement. The County acknowledges that the property provided as collateral -3- �qwv 4-NOW �%Ww 1"0-1 under this Agreement has a value in excess of the costs of the improvements described in Exhibit A. Accordingly, the County agrees that the subject property provided as collateral may also serve as collateral for other improvements to be constructed by the Subdivider within Arrowhead at Vail up to an aggregate maximum of five million dollars ($5,000,000.00) . 4. ,Indemnity. Neither the County nor any officer or employee of the County shall be liable or responsible for any acci- dent, loss, or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the County, nor any officer or employee thereof, be liable for any persons or properties injured by reason of the nature of said work, and all of said liabilities shall be and are hereby assumed by the Subdivider. The Subdivider hereby agrees to indemnify and hold harmless the County, and any of its officers, agents, and employees against any losses, claims, damages, or liabilities to which the County or any of its officers, agents, or employees may become subject, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) are based upon any performance of the Subdivider under this Agreement; and the Subdivider shall reimburse the County for any and all legal or other expenses reasonably incurred by the County in connection with investigating or defending any such loss, claim, damage, liability, or action. This indemnity provision shall be in addition to any other liability which the Subdivider may have. 5. Enforcement. It is mutually agreed, pursuant to the provisions of Colo. Rev. Stat. 5 30-28-137 (3) , as amended, that the County or any purchaser of any lot, lots, tract, or tracts of land subject to a plat restriction which is a security portion of this Agreement shall have the authority to bring an action in any district court to compel the enforcement of this agreement on the sale, con- veyance, or transfer of any such lot, lots, tract, or tracts of land, or the enforcement of any other provision of that statute. Such authority shall include the right to compel rescission of any sale, conveyance, or transfer of any lot, lots, tract, or tracts of land contrary to the provisions of any such restrictions set forth in the plat or in any separate recorded instr ument, : but any such action shall be commenced prior to the issuance of a building permit by the County where so required. 6. Release of collateral - application. It is further mutually agreed that pursuant to the provisions of Colo. Rev. Stat. -4- S 30-28-137 (2) , as amended, as improvements are completed, the Subdivider may apply to the County f or a release of part or all of the collateral. Upon inspection and approval, the County shall release said collateral. If the County determines any of the improvements are not constructed in substantial compliance with spec- ifications, it shall furnish the Subdivider a list of specific defi- ciencies and shall be entitled to withhold collateral sufficient to ensure such substantial compliance. If the County determines that the Subdivider will not construct any or all of the improvements in accordance with all of the specifications, the County may withdraw and employ from the deposit of collateral such funds as may be neces- sary to construct the improvements in accordance with the specifications. 7. Warranties. Notwithstanding any provision to the con- trary, there shall be a one-year correction period from the time of completion of the improvements referred to in this Agreement (such time being determined by formal hearing and action by the Board of County Commissioners) , during which time the Subdivider shall promptly correct or remove and replace, in accordance with the County' s written instructions, defective work or materials and conse- quences thereof. Repair or replacement made under the one-year cor- rection period shall bear an additional one-year correction period from the acceptance of the repair or replacement by the Eagle County Engineer. The work shall be collateralized during the correction period in an amount and type of collateral as shall be reasonably determined by the County. Such work shall be inspected approximately sixty (60) days prior to the expiration of the one-year correction period, and any deficiencies shall be noted to the Subdivider. 8. Approval of plat. The County agrees to the approval of the final plat of Filing No. 15, subject to the terms and conditions of this Agreement. The previous approval of the County in connection with the final plats of Filing No. 10 , Filing No. 11, and Filing No. 12 is subject to the terms and conditions of this Agreement. 9. Amendment. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amend- ment is in writing and signed by all parties hereto. 10. Assume ion. This Agreement shall be enforceable against the Subdivider, provided, however, that in the event the Subdivider sells or transfers all or part of the Subdivision, as shown in the final plat (prior to extensive sales of individually platted tracts) , the obligations of the Subdivider under this -5- Agreement as to that portion of the Subdivision may be assumed by the purchaser of the parcel, and Subdivider shall have no further obliga- tions under this Agreement. It is agreed, however, that no such assumption of these obligations shall be effective unless the County gives its prior approval to such assumption, following an investiga- tion of the financial condition of the purchaser. 11 . Warning of dangerous conditions—. I t i s f u r t h e r agreed that the Subdivider shall at all times give good and adequate warning to the traveling public of each and every dangerous condition existing in any of the roads within the Subdivision, and will protect the traveling public from such defective or dangerous conditions. It is understood and agreed that the roads within the Subdivision are private, shall be under the charge of the Subdivider for the purpose of this Agreement, and further, that the County shall have no respon- sibilities or liabilities relative to the roads. 12. Amendment- and Res atement. It is understood and agreed that the First Amended Agreement is amended and restated in its entirety in this Agreement, and that the obligations evidenced by the First Amended Agreement comprise part of, and are not separate from, the obligations evidenced by this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. At. . 4ro Bythe Board of ge un.t� ;Eommissi oners COUNTY COUNTY OF EAGLE, STATE OF COLORADO By and Through its BOARD OF COUNTY COMMISSIONERS By: HL t r W. Keith Troxel, C airman SUBDIVIDER ARROWHEAD AT VAIL, a Colorado joint venture consisting of MINEFA RESORTS, INC. , a Delaware corporation, and WEDGE REAL ESTATE LTD. , a Texas limited partnership By: MINEFA. RESORTS, INC., a Delaware corporation By. 4— Willid'J. Wright, Jt. President mom I%W 'qn� By: WEDGE REAL ESTATE LTD., a Texas limited partnership By: MINEFA RESORTS, INC., a Delaware corporation, sole general partner By. A" zk-"Vzv�� - -- WilliVJ. Wright, Jr. President STATE OF COLORADO ) SS. COUNTY OF EAGLE ) ,,44 The foregoing instrument was acknowledged before me this om9 day of July, 1984, by Willis J. Wright, Jr., as President of Minefa Resorts, Inc., a Delaware corporation and joint venturer in Arrowhead at Vail, a Colorado joint venture. WITNESS my hand and official seal. My commission expires �- �- �r . STATE OF COLORADO COUNTY OF EAGLE PI Notary Public racy Address ) SS. The foregoing instrument was acknowledged before me this �. day of July, 1984, by Willis J. Wright, Jr. as President of Minefa Resorts, Inc., a Delaware corporation and sole general partner of WEDGE Real Estate Ltd., a Texas limited partnership and joint venturer in Arrowhead at Vail, a Colorado joint venture. WITNESS my hand and official seal. My commission expires (0 - I//- M - - -- - . r = 4 . .WON • public -7- -. fit• { � ,4wjr� STATE OF COLORADO ) ) COUNTY OF EAGLE ) SS. The foregoing instrument was acknowledged before me this day �jf July, 1984, by W. Keith Troxel, as Chairman, and HMOM Il:ILLI Ps as Clerk of the Board of County Commissioners of Eagle County, Colorado. [SEAL] WITNESS my hand and official seal. My commission expires DE-C. C-)R Notary Public -6 6L JE, Coco &A DC) 81 G3 Address M. Exhibit A to Subdivision Improvements Agreement Eagle County Board of County Commissioners and Arrowhead at Vail Description of Improvements Arrowhead at Vail shall construct water, sewer, roads and landscaping at Arrowhead at Vail in accordance with the engineering plans prepared by Centennial Engineering, Inc. The details of all such improvement work are attached to this Exhibit A. The following is a cost and timetable for completion of each category of improvement. Filing Roads _Water Sewer Total 10 $ 147,125 $ 1569645 $ 1319736 $ 4359506 11 2359600 260,280 1812321 6773,201 12 3222442 94,500 12,825 4299767 15 4480,520 275,000 1759810 9319330 Offsite - 8292790 58,136 887,926 $ 191852687 $ 126162215 $ 5599828 $ 33,3619730 Completed 1983 - (1259520) (2289519) (3549039) S 1.185.687 S 1.490.695 S 311.309 S 3.007.691 CENTENNIAL ENGINEERING, INC. ,Oi=FICE LOCATION: 15000 WEST 64TH AVENUE , COLORADO MAILING ADRESS: P. O. DRAWER 1307, ARVAD ADO 80001 CEI Job No 1.92.03 Date Page of f Checked by (Date) Client Arrowhead at Vail Project Arrowhead at Vail Lsti.mat=e of Probable Construction Costs for Filing No. 10 (for Subdivision Im rovemeilts Subject g p �- Agreement) --� 11-16-83 By WD COST ESTIMATE APPROX. UNIT ITEM TOTAL ITEM NO. ITEM DESCRIPTION QUANTITY UNIT COST COST COST ROADWAYS Removal_ of Asnhal. t ILIA a.t 40 S A. . 5 00 Excavation/Embankment- 6,175 C.Y. G 0 37,050.� Revegetation 3 AC. 1 1,850 00 5,550. _ A z;re ate Base Course (Class IJ i � -- 2 or 4) 1,625 i TON 7 30 11)375. _ _ 4 Awe ate Base Course (Class 6) 3�325 _TON 9 00 29,925. Hot Bituminous Pavement ------= �.---- Grading L (Haul & Asphalt) 1,800 i TON 3z — o 57 60U. •' -� - - — --i Hot Bituminous Pavement -- _ Gradino E (Haul. & Patching) 15 TONi 100 0 1 5U() . � IHot Bituminous Pavement Lelrelin g ._ ----� Grading EX (Haul & Asphalt) 65 TO�i 45 _.__._. Crack Sealing 000 ,; L .,. i 1. o 1, 000. . �---� ROADWAY TOTAL 147 1.25. -- -- - tRoadway quantities include lwidening of U.S. 6 & 24) DOMESTIC WATER _ p1 Ductile iron PiL i 830 L.F. f 32 0 26,3600 r _ 112" Ductile Iron Pipe 2,030 l..F. 42 0 85�260. -__ i S Gate Valve & Valve Box 2 EACH 750 DO 1, 500 . - -- Butterfly Valve & Va1.ve BU:: !� I ACIi 1 050 0 4 31200. T Fire Hydrant Assembly5 EACH i 3,150 tO 15.750. Water Ser.vice Connecttion 725 i L.T. 25 0. 18 125. Pipe 50 L.F F. 1-05 )0 5,250. DOMESTIC WATER TOTAL 565645. I:NNIAL I N(AINEUBINCI, INC:. ' c�UI(I IAO�) t)r-l-{CI' [.O(.A I {r it I: IWOO WI':;1' 64T)1 AVra�l1) �!. r,aAlt_1trG; ADc1I:JS. P. U. DRAWER 1307, ARVAI�o'L% iAUo 80001 CEI Job No. 1.92 .03 Client Arrowhead at Vail Date i_l-7.6-83 Qy Page 2 .� of 2 Checked by (Date) Project Arrowhead at Vail Subject L:scimate of Probable Construction Costs -for riling No. 10 (for Subdivision Improvem Agreement) COST ESTIMATE ITEfUl NO. ► ITEM DESCRIPTION E APPROX. QUANTITY UNIT UNIT COST ITEM COST TOTAL � COST � SANITARY SL'14LR Adjust Manhole Rim 2 EACH 375 00 750 i - - 8" PVC Sewer Manhole (10 foOL) 2�2 G3 2 L.F. EACH 32 1,700 00 00 72,416. 3 G00. 1 Manhole (15 foot:) 2 EACH 2,200 00 4 400. ! Manhole (20 foot:) 4 EACH 2 700 00 l0 800 . ~ 14,gnhole 25 foot:) 3 ) rACH I 3 300 00 9,900_ _ Sanitary Sewer Service Connection 680 ) L.P. 34 00 23 120. - Drop Manhole Connection 1 EACH 1 700 00 1 00. Ca'sing Pipe 50 L.F. 105 0 51250. SAN 1'TARY S EWI ER TOTAL 1131,736 . OVERALL TOTAL 435.506. _ I � r .'GNTE.NNIAL ENGINEERING, INC. +FFICE LOGATION: 15'00 WEST 64TH AVENUE, AF Ia, C' Rpd ;AILING-nDRESS: 1 . C. DRAWER 1307, ARVADA. e 6 i DU 80001 Page -- of .^ 2 ;EI Job No. 192. U3 Date 11-1.6--83 j.1D BY Checked by Date) " .;font Arrowhezd at Vail Project Arrowhead at Vail ubjact Estimate of Probable Construction Costs for Filing No. i_1 (For Subdivision zmprovcinent:s Ai,reement) COST ESTIMATE APPIIOX. UNIT � ITEMNO. I ITEMDESCRIPTIONQUANTITYUNIT COST ITEPA 70TAI+ 11� I T COST i COST i ROADWAYS i� Rc-moval of Asphalt Mat .r - -i Excavation/Embankment �� I:evenetation i -_ Al ,,.re,aa L-e Base Course (Class 1, 2 or 4) - Aggregate Base Course (Class 6) -, Subgrade Reconstruction I -lot Bituminous Pavement Grading H? (Haul & Asphalt) Bituminous Pavement I Grading E, (Haul. & Patrhin&,) - ! I -lot Bituminous Pavement Level -in Grading F:X (Haul & Asphalt) - Crack Sealinp- _ ! ROADWAY TOTAL Roadway quantities include widening of U.S. 6 & 24) r _ — -i DOMESTIC WATER - -6"_Ducti.le Iron Pipe �- -_-_ 8" Ductile Iron Pipe 1.2" Ductile Iron Pipe G" Gate Valve & Val -e Box ----t E 8" Cate Valve & Valve Boy: 12" Butterfly Valve & Valve- Box `.,7acuum & Air Release Valve - ______- 2 0 S.Y. 5- 00 100. i - so C.Y. 6�00 71 000071 0000. 3 AC.� 1,II50 00 5,55C. 1, 625 i `l.'ON 7 00 11,375. 2,600 TON 9 00 23,400. 8.125 U C.Y. 6 J 00 48, 750. 2)200_1 TON 32_ 00 70 p 10 J TUN J 100 00 1,000. 65 TUN 45 00 2,925. .-� 11000 L.F. 1 00 1,000. - 235.600. 235� 27 00 6,345. -1,.F. 9,380 L.F. 32 00 76,160. 2, 725 42 OO =1450. 1 EACHI 52 S 00 52 5 . .12 EACH 750 OU 9,000. ~ 7 EACH 1,050 00 7,350. 1 EACH 2,100 00 2,1ao. • C NT FNNIAL ENGINEERING, INC. -" 'OFFICE LOCATION: 15000 WEST 64TH AVENt ,�� COLORADO MAILING ADiiESS: P. O. DRAWER 1307. ARVA (7L'"RADO BC001 CEI Job No. 1.92 .03 Date la-16-83 By Wll Page 2 _..- of Chocked by (Date) Client Arrowhead at Vail project Arrowhead at Vail Subject Es-Smate of Probabl(,I Construction Costs for riling No. 11(ror Subdivision 7mnrovernent_;; Agreeinent) . COST ESTIMATE ITEM NO. ITEM DESCRIPTION APPROX. UNIT UNIT ITEM TOTAL QUANTITY COST COST COST Fire Hydrant Assembly 8 EACH 3,150 00 25,200. _ 1-1/4" I -later Service Connection 430 L.F. 25 00 10 750. Casing Pipe 80 L.F. 10500 8,400. DOM ISTIC WATER TOTAL 260,280. - - SANITARY SERER - 8" PVC Seuez 4,622 L.F. 27 00 124794 1.0" PVC Sewer j 21.7 L.F. 31 00 6 727. :fanhole (1.0 foot) EACH 1 700 00 22,100. _ Ma►ihole (15 .Coat) 5 EACH 2 200 00 11 0{}0. ---__ Nanhole (20 foot) ._1 EACH 2, 700 00 2 700. _ 4" P C Sanitary Sewer Service --I Connection 560 L.F. 25' 00- i 1.4 000. SANITARY SEWEM TOTAL i 18l 321. OVERALL TOTAL { 77 2 1.. I - CE;+.TEIdNIAL ENGINEERING, INC. _ • OFFICE LOCATION: 1:000 WEST 64TI-t AVENLI , C010RAD0 MAfL NG ADRESS: P. O. DRAWER 1307, ARVA�O ADO 80001 Page of — } -_--- CEI Job No. 19 2.03 Data 11.--16--83 wd By Checker! by Data) CUont . Arrowhead at Vail � Project Arrowhead at Vail Subjoct _ Es.t:imat:e of Probable Costs for Orhez: Infrastructure Improvements Needed for. Filin;s No. 10 and No. 11 (For Subdivision Improvements Agreement) COST ESTIMATE ITEh�i ld0. �^ ITEM DESCRIPTION T IOI�I APPROX. UNIT 1TEPJI TOTAL UNIT i QUANTITY COST COST cosT DOMESTIC WATER -i ---? 4" Ductile Iron Pive 1 075 L.F. 26 Oo 27 950. — I i --- " 8Ducti.l.e Iron Pipe _ 10 T .r. ---, 32 co 320 -----+__ 12" DUCtile Iron Pa.De 995 L.F.42 00 41.790.� ~' I � 16" Ductile Iron Pipe _ � 1.595 L.r. 64 00 102 080.�� . 12" Bu(:terf1v Valve & Valve BOX 4 EACH 1-050 00 4.900. •-----.1611 Put.t:erfl.yValve & Valve )so-x 1 EACH 2 100 00 2 1.00. Water Tank L. S . L.S. 1563 b50 0 �----• 0 563,650. slater Chlorination Equipment L.S. L.S. l2 , 800 00 12)800.1 i 15 horsepower. I•latrer Put,i Equip • 1 EACH 11 2200 00 11 200 i — '1 40 Horsepower Water PumL)c�t�}�. 1 EACH 1620.0 00 16 200. 1 Water Control Syste« _ L.S.L.S.4 7 -_-� _ • s L I Soo 00 4 7 Soo . _ DOMESTIC WATER TOTAL, 829,790. SAA:ITARY SE1J}. R E 8" Pyc Sewer 1r ,604 L.F. 24 00 39 936. —' t•sa nho 1 e (.LO foot) o t: j _��- ------- —..._: — EACH l,700 00 _ 8,500. j iM_anhole (15 foot) 2 EACH 1 2 200 00 4,400. =',ianhole (20 foot) EACH 2,700 oa 23,700. `_ Concrete Encasement: _ _ 104 I.. F . 25 00 2,600. --_.— SANITARY S} WER '.TOTAL � 58)136. _-� OVEfbhLL TOTAL I 887,926. + N0,11E: he domestic wav Z-1 e needed for h th Filing 10 and No. ].1.. 'fhe sanitary sewer imj2rovements are needed for only Filinig No. 10. -- �- I { I CE1.vTE-i•1141AL ENGINEERING, INC. IC -FiGE LOCAT!ON: 15C0014EST 64TH AVEN A, COLORADO �AAlt_I�lC-' ADRCSS: P. O. DRAWER 1307, ARV�U (.-t F RADO 80001 - Pad° - ot-------- --- . CEI Job No. 1.92.03 Data 1.1./23/83 By WD Checked by (Date) Client ._ Arrowhead at Vail Project Arrowhead at Veil Subject Summary of Public Tmprovemen L's Constructed in 1.983 for Filings No. 1.0 a.n d NLi . ibased on unit costs from estimates of probable construction costs) _ COST ESTIP41ATE FAPi�ROX' ITs=r.� r•�o. a � �r�t oEscR�pTlo� I QUANTITY UNIT UNIT cosT cosT TOTAL COST I DOMESTIC 14ATI R Duct:ilc! Iron Pi.pc, -' 6" Uucti.lc Iron Pipe 8" mic:t:ilc., Iron Pipe _-�- - 1.2" Ductile :Cron Pipe b" Ga te:_Valve & Valve I3ox _ 8" Gate Valve & Valve Box Fire Hydrant Assemt)ly Casing Pipe DOMESTIC WATER '.DOTAL ! SAN ITA-M' SEWER Adiust Mauho..i.e Rini g" PVC Sewer 075 235 980 795 8 9 130 1. 5.346 ___.____--•--•---}.��•t'-g-��c�Tl>> n 1 � ic�r� � t- rl I r � i r�u --- OVERALL TOTAL L.F. zG 0o ! 27.950. ___----- L.I. 27 - 00E6,34-. I,.I:. 32 00 31,360. ----- r .r.. 1 42 00 33,390. Each-{-525 o0 525 _ - -- Each; 750 00 L 6,000. Each i 3 ,150 00 6,300. j--------- L. F. 1.05 00 13, 650 1.25 520. Each; 375 00 375. L.F 27 68 1.47 977. 4 31. 727. o 700 QDI7n n - - u 354 c -- -__- _`-� C€NTVN•NIAL ENGINEERING, INC. nFFICE LOCATION: 15000 WEST 64TH AVENUE, � DAORADO MAILING ADRESS: P. O. DRAWER 1307, ARVADA,e1!6RADO WW1 CEI Job No, 192.03 Client Arrowhead at Vail Date 2-9-84 Page 1 of 1 By AEP Checked by WD (Date) Project Arrowhead at Vail Subject Filing No. 12 - Final Estimate of Probable Construction Costs COST ESTIMATE ITEM NO. ITEM DESCRIPTION APPROX. QUANTITY UNITCOST UNIT ITEM COST TOTAL. COST 202A Removal of Asphalt Mat 560 S.Y. 1 5 00 27800. 202B Removal of Structures L.S. L.S. 2 000 0 27000. 203A Excavation 199,300 C.Y. 4 0 77,200. 203B Embankment Material 41,000 C.Y. 2 0 8,000. 207 Topsoil 21500 C.Y. 3 0 73,500. 212 Reve etation 4 ACRE 19850 0 7,400. 304A Aggregate Base Course (C1.1,2 or 4) 4,900 TON 7 00 342300. 304B Aggregate Base Course (Cl. 6) 3,400 TON 9 00 301,600. 403A Hot Bituminous Pavement Grading E (Haul and Asphalt) 3 100 TON 32 00 99,200. 403B Hot Bituminous Pavement Grading E (maul and Patching) 25 TON 100 00 22500. 403C Hot Bituminous Pavement Levelin Grading EX (Haul and Levelin ) 100 ON 45 00 4,500. 403D Crack Sealing 2 000 L.F. 1 00 2,000. 506 12" Riprap 50 C.Y. 20 00 1,000, 601 Concrete Class A (Wall) 19 C.Y. 400 00 73,600. 603A 18" Corrugated Metal Pie 244 .F. 34 00 8,296. i 603B 24" Corrugated Metal Pipe 177 L.F. 42 00 7,434. f 603 C 42" Corrugated Metal Pie 50 L. F.- 75 00 32750. 603D 78" Corrugated Metal Pie 46 L.F. 142 00 61532. 603E 84" Corrugated Metal Pie 56 L.F. 155 00 82680. 603 F 18" Metal End Section 2 EACH 200 00 400. 1603G 24" Metal End Section 3 EACH 250 00 750. 3221442 604A 8" PVC Sewer 357 L.F. 25 00 8,925. 604B Manhole (10 foot) 1 EACH 1,700 00 1,700. 604C Manhole (15 foot) 1 ACH 23,200 00 00 22200, 12982.5 — l , 775 L.F. 40 713,000. 619A 12" Ductile Iron Pie 619B 12" Butterfly Valve & Valve Box 5-EACH 11,050 00 53,250. 619C Vacuum and Air Release Valve I EACH 2 500 00 29500. 619D Fire Hydrant Assembly 5 EACH 32150 00 152750. 94,500 TOTAL i pads ewer ester. �lE.+ r ;6^';:,L . .�•, ti� ;i.;7x4;-cyC...:�r-cr•• rc-� :��, h:�... i•, r- slmw' �qwv N CENTENNIAL ENGINEERING, INC OFFICE LOCATION: 15000 WEST 64TH AVEN%WAR05A, COLORADO MAILING ADRESS: P. O. DRAWER 1307, ARVADA, COLORADO WW1 CEI .lob No. 192.06 Date 7-17-84 By Page 1 of AEP Checked by BWx 7-18-84 (Date) Client Arrowhead at Vail. Project Arrowhead at Vail Subject Filing No. 15 Estimate of Probable Construction Costs COST ESTIMATE ITEM NO. ITEM DESCRIPTION APPROX. QUANTITY UNIT UNIT COST ITEM COST TOTAL COST 202 Plug Culvert 2 EACH 150 00 300. Roads 203A Excavation 22 150 C.Y. 4 50 99 675. 203B Embankment 2 850 C.Y. 5 50 152675. 207 Topsoil 6,800 C.Y. 5 00 341,000. 210 Adjust Manhole Rim 1 EACH 250 00 250. 212 Reve et at ion 4.3 ACRES 1, 2 00 00 59160. 304 Aggregate Base Coarse Class 6 8,530 TONS 10 00 85,300. 403A Hot Bituminous Pavement 5 670 TONS 37 00 2099790. Gradin E Haul and Asphalt) 403B Hot Bituminous Pavement 10 TONS 80 00 800. Grading E Haul and Patching) _ 403C Hot Bituminous Pavement Leveling 40 TONS 55 00 2,200. Grading EX Haul and Leveling) 403D Crack Sealing 600 L.F. 2 00 1*200. 506A 6" RipraR 55 C.Y. 36 00 1 980. 506B 12" RiT)ray 10 C.Y. 45 00 450. 506C Plastic Filter Cloth 280 S.Y. 2 00 560. 601 Concrete Class A (box culvert) 23 C.Y. 400 00 99200. 603A 36" Corrugated Metal Pie 80 L.F. 55 00 41400. 603B 36" Metal End Section 2 EACH 300 00 600. 604A 8" PVC Sewer 51260 L.F. 23 50 1235610. Sewer 604B Manhole 10 foot 17 EACH 1 300 00 2231100. 604 C Manhole 15 foot 7 EACH 1,600 00 11,200. 604D 4" PVC Sanitary Sewer Service 800 L.F. 21 00 16,800. Connection 604E Concrete Encasement 70 L.F. 29100. 606A Guard Rail (Type 3) W Beam 470 L.F. 14 00 69,580. Roads 606B End Anchorage, Type 3E 4 EACH 600 00 22400. Roads 619A 8" Ductile Iron Pie 2 625 L.F. 32 00 849000. Water 619B 12" Ductile Iron Pie 2,280 L.F. 40 00 91 200. `8" Gate Valve & Valve Box 6 EACH 750 00 4,500. 12" Butterfly & Valve Box 5 EACH 1.500 00 7,500. 619E Vacuum & Air Release Valve 2 EACH 3 000 00 69000. 619F Fire Hydrant Assembly 12 EACH 3 000 00 369000. 1" Water Service Connection 400 L.F. 20 00 8 000. 1-1/4" Service Connection 1,080 L.F. 35 00 37 800. TOTAL $3931.330, SAY $932,000: Roads 480 520 Sewer 175,810 Water 275,000