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HomeMy WebLinkAboutC09-427 Amend SIA Arrowhead Valley DevelopersAGREEMENT TO AMEND SUBDIVISION AND OFF-SITE IMPROVEMENTS AGREEMENT Arrowhead Valley Developers, LLC This Agreement (the "Agreement"}, is entered into this ~3'~iay of October, 2009 between the Board of County Commissioners of Eagle County, Colorado ("County") and Arrowhead Valley Developers, LLC ("Subdivider"), WITNESSETH: WHEREAS, the County and John and Diane Donovan entered into a Subdivision and Off-Site Improvements Agreement for Arrowhead Ranch Planned Unit Development, File No. PDF-00074, on October 21, 2002, recorded October 29, 2002 at Reception No. 811892 (the "Original Agreement"); and WHEREAS, Subdivider is the successor in interest as subordination to John and Diane Donovan under the Original Agreement; and WHEREAS, the Original Agreement, in Section 1.5 thereof, requires that Subdivider complete all Subdivision Improvements contemplated in the Original Agreement prior to October 22, 2007; and WHEREAS, the Original Agreement, in Section 4.3 thereof states there shall be a two- yearcorrection period, or such longer period as may be prescribed by law, from the time of completion of the Subdivision Improvements 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 consequences thereof. Repair or replacement made under the two-year correction period shall bear an additional one-year correction period from the acceptance of the repair or the 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; and WHEREAS, the surety provided by Subdivider for improvements covered by the Original Agreement does not expire until June 30, 20L0; and WHEREAS, the County and the Subdivider agree that it is in their mutual interest to amend the Original Agreement to extend the base correction period to June 30, 2010, and correspondingly extend the additional correction period to one year from inspection and acceptance of all the work detailed on Exhibit "A". W`~-~~ NOW, THEREFORE, in consideration of the foregoing premises and following promises, the County and the Subdivider agree as follows: The date for completion of the base corrections to the Subdivision Improvements as required by Section 1.5 of the Original Agreement, as amended, and as detailed on Exhibit "A" hereto, is extended to June 30, 2010, and correspondingly to extend the additional correction period to one year from inspection and acceptance of all the work detailed on Exhibit "A". IN WTI'NESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. ATTEST: Clerk to the Board of """"'_ County Corn e 13~-t' ~rd~z-~- -----~I~~ri ~- COUNTY OF EAGLE, STATE OF COLORADO, By and Through Its BOARp OF COUNTY COMMISSIONERS Y- Chairman Address for giving notice: P.O. Box 850 Eagle, CO 81631 (970) 328-8685 Valley Developers, LLC Y~ Names: ~ y~~. N ~m Title: ~ ~~n~ q ev- Address for giving Notice: P O Box 2633 Edwards, CO 81632 STATE OF COLORADO ss. COUNTY OF ~~~ The foregoing instrument was acknowledged before me this 23~ day of (~~~ , 2009 by ~iLC~ ~~/1Ll~S Witness my hand and official seal. Nota~ Public My commission expires: 1 l 7 ~Q '~;;~~~~'~e~~" ,=~UBLiC BID SCHEDULE PROPOSAL Arrowhead River Ranch Infrastructure Improvements BUI Project No: 09019 10!21!2009 -- Construction Plans (Shts 1-5, Qated 10-19.09) ltem Est. unit No. Qty. Unk Description and Unit Price in Words Price Total Price t LS Mobiization, incuding but not limted to, any and a1 equlprnent necessary to complete proJep, (this item amount can not exceed 5 percent of total bld) , per Lump Sum. Ten Thousand Ddlars and NO/100 (Lump Sum - Words ) 2 LS Install 4' diameter new controls storm sewer manhole SDMH D- I On existing 18" die. storm drain pips, indud'ng but not limited to excavatlon, cut existing pipe, poured-in-place concrete base with 24" sump, pretest risers & cone, HDPE snout with SS brackets ~ bolts, adjuabrtem rings, cast Iron ring and cover, compaged select backfill, misc. materials, camplate and in place, per Lump Sum. 510,000.00 Seven Thousand Eight Hundred Ninety Dollars and NO/100 57,890.00 { Lump Sum -Words ) 3 30 LF IS" dia, ADS-N12 Pipe Replacement {from STA I+15 to STA I+45) of exsting storm drain, including but not limited to, excavation, cut Sr remove ex'sting pipe, new pipe and couplings, eompaded pipe bedding & trench backfill, misc. materials, complete end in place, per Lump Sum. Sixteen Thousand Five Hundred Ten Dollars and NO/100 Stb,510.00 (Lump Sum - Words ) 4 L3 InstaA t8" dia, deanout CO D-1(Sta 1+45) on existing IB" die. (CPP) storm drain, Including cwt not limped to excavation, cu[ & remove exbdnp pipe, 18" die. pipe & finings, iocking metal ring and cover, compacted select backfill, misc. materials, complete and in place, per Lump Sum. Four Thousand Six Hundred Dollars and NO/100 54,600.00 ( Lump Sum - Words ) 5 LS Landscape replacement for all disturbed areas abng 18' Storm Drain Improvement corridor between STA 1+15 to STA 1+45, Including but not limited to salvaging and replacement of existng vegetation, trees, boulders end ell other landscape features plus repair of any disturbed lawn sprinkler systems, wireless dog fence and other shallow utilities, excavation, complete and in place, per Lump Sum. Two Thousand Fight Hundred Fitty Dolars and NO/100 (Lump Sum -Words) 6 t EA 24` Nyloplast drain or 36"x36" basin a2 on 18" Nt2 Stonn pipe including but not limited to, excavation, basin Installation, lid, couplings, bedding, grout, bacldill, 90X compactbn in landscape areas, complete and in place, per Each. Two Thousand Two Hundred Fitt' Dollars and NO/F00 1 52,850.00 52,250.00 81D SCHEDULE PROPOSAL Arrowhead River Ranch Infrastructure Improvements BUI Project No: 09Q19 10/21/2009 -- Construction Plans (Shts 1.5, Dated 10-19.09) Item Eat. Unit No. Qty. Untt Description and Unit Price in Words Price Total Price (Lump Sum - Words ) 7 2 EA 12"x6" full body Wye for 6" existing PVC service drain (49 & 51 LF from curb inlet), inducting but not 6miled to exeavaton, pipe removal, new wye, misc. pipe & couDNngs, bedding, misc. materials, 90% compacted backfill, complete and In place, per Lump Sum. Two Thousand Five Hundred Ddlars and NO/l00 32.5~•~ (Lump Sum - Words ) 8 LS Remove twin 6" PVC drain pipes (with twat tape) between inlet 31A1 and N. edge of oortcrete crosspen, inducting but not limited to excavation, pipe & wire removal, compacted class 6 ABC baekflll, misc. materials, complete end fn glace, per Lump Sum. Six Thousand Four Hundred Twenty Dollars and tJ0/100 36,420.00 ( Lump Sum -Words ) 9 2,600 SF Removal of All Asphabic and Concrete Surfaces, including, but not Ilmlted ro, saw cutting (full depth), demallshing & removal of sidewalks, curb & gutter, Curb cuts, ramps, driveway cross pans, street pavement of any thickness and their dlsppsal off site, complete and in place, per Square Foe. Eleven Thousand Seven Hundred Ddltxs and NO/100 311,700.00 ( Lump Sum -Words ) 10 LS Install new concrete Inlet box Ai-1 (Ste 0.00) induding but not limbed to excavation, box removal, salvage & replace existing grate & kettle, new caxxete box 24" sung, snout, grout pipe, compacted becldll 95X, complete and in place, per Lump Sum. Slx Thousand Nlne Hundred Seventy Dollars and NO/100 ( Lump Sum - Words ) 11 95 LF 18" diameter ADS N12-WT Storm Drain Plplnp, includng but not Ilmited to, excavaton, new pipe insta~etion, couplings. bends, bedding, backfill, 957: compaction in road areas end 9074 compaction in landscape areas, complete and in place, per Lineal Foot. 36,970.00 Twenty-Six Thousand One Hundred Forty Dpllars and NO/100 326,140.00 ( Lump Sum -Words ) 12 2 EA 24" Nyloplast drain or 36"x36" bealn A2-2 & A2-3 on 18" N12 Storm pipe including but not limited to, excavation, basin installation, lid, ceuplings, bedding, grout, baddill, 9574 compacton In road areas and 90X compaction In landscape areas, complete and In place, per Each. BID SCHEDULE PROPOSAL Arrowhead River Ranch Infrastructure Improvements BUI Project No: 09019 10121!2009 -- Construction PEans (3hts 1-5, Dated 10.19-09} Item Est. Unit No. Qty. Unit Description and Unit Prise in Words Price Total Price Four Thousand Five Hundred Dollars and NO/100 54,500.00 (Lump Sum -Words ) l3 LS Correct 18" N12 Storm pipe tnlo existing concrete inlet box (STA 0+91) including but not united to excavaurxr, cut hole, grout pipe, hackfitl, complete and in place, per Lump Sum. Two Thousand Seven Hundred Fitry Dolars and NO/100 S2,TSOAO ( Lump Sum -Wards ) 14 LS Landscape replacement for all disturbed areas along 18" Slam Drain (Alternate B) rAnida, including but not Ilmited to salvaging and replacement d existing vegetation, trees, boulders, edging scrips, and all other existing landscape leaWres plus repair of any disturbed lawn sprinkler systems, wireless dog fence end other dlsturbed shetlow uttllties, exravaton, complete end In place, per Lump Sum. Two Thousand Three Hundred Sixty Dollars and NO/100 S2,3fi0.00 (Lump Sum - Words) IS 38 LF 18" diameter ADS N12-Wl' Stone Drain Piping, including twl rat limited to, excavation, new pipe installation, couplings, bands, bedding, backflll, 95% tampaclbn in roads areas and 90% compaUlon In landscape arose, complete and in place complete and in place, per Lineal Foot. Eleven Thousand Five Hundred Dotlars and NO/100 SI1,500.00 (Lump Sum - Words ) 16 LS Install 4' diameter new concrete storm sewer meNale SDMH- 2 (Ste 0+42) , InGuding but not united to excavation, cut exisbng pipe, poured-In-place concrote base with 24" sump, precast risers & lid, HDPE smut with SS brackets & bohe, adjustment rings, cast iron ring and cover, compacted select baekflll, misc. materials, complete and In place, per Lump Sum. Seven Thousand Eight Hundred Ninety Ddlaro end NO/100 (Lump Sum - words ) 17 36 LF 18" diameter ADS N12-WT Stone Drain Piping between (00083 & 0105 ), Including but nd limited to, excavation, new pipe Installation, couplings, bends, bedding, beckfltl, 90% compaction, complete and In place, per Lineal Foot. E~,89o.00 Nineteen Thousand Eight Hundred Ten Dollars and NO/100 519,810.00 ( Lump Sum - Words ) 3 BID SCHEDULE PROPOSAL Arrowhead River Ranch Infrastructure improvements BUI Project No: 09019 10!21!2009 --- Construction Plans {Shts 1-5, Dated 10.19.09) Item Est. Unit No. Qty. Unit Description and Unit Price in Words Price Total Price 18 3 EA 24" Nybplast dreln or 36"x36" Conuete basin (B-3, 4 & 5) on 18• ADS-Nt2 Stonn pipe Induding but not limited to, excavation, basin installation, grout, Ud, couplings, bedding, backfill, 95% compaction in road areas aM 90% compaction In landscape areas Eleven Thousand Five Hundred Sixty Dollars and NO/100 ( Lump Sum - Words ) 19 LS Landsapa replacement for all di:iwbsd eras along 18" Storm Drain Improvement corridor between 0083 & 0105, including but not limited to seNaging and replacement ar existitg vegetatbn, trees, boulders and all other landscape features plus repair of any disturbed lawn sprinkler systems, wireless dog fence and other shallow utvities, excavaUOn, complete and in place, per Lump Sum. Two Thousand Four Hundred Fony Oolars end NO/ 100 ( Lump Sum Words ) 20 45 LF 18" diameter ADS N12-WT Storm Drain taping between (0181 & 0203), including but not limited to, excavation, new pipe instdlaNon, couplings, bends, bedding, beckflll, 90% compedbn, complete and in place, per Lineal Foot. Ten Thousand One Hundred Twenty-Five Dollars end NO/100 ( Lump Sum -Words ) 21 LS Landscape replacement br all disturbed areas along 18" Storm Drain improvement corNdor between OI81 & 203, Induding but not limited to satveging and replacement of existing vagetatbn, trees, boulders and e1 other landscape Teatures plus repair of any drsturbed lawn sprinkler systems, wiekss dog fence and other shallow utilitles, excavation, complete and in place, per Lump Sum. Et t, 560.00 5z,4ao.oo Sto,125.00 Two Thousand Six Hundred Sevemy-Flue Oollers end NO/100 52,675.00 (Lump Sum - Words ) 22 LS Replace existing corx~ele inlet box aM7 opposite of existing curb cut between 0181 & 0203 ), Including but nd Ilmilsd to excavation, removal of existing concrete box, selvage & replace existing prate & creme, new Concrete box with 24" sump, HDPE snout with SS bredtets & bolts, 95% compacted backfYl, misc. materials, complete and in place, per Lump Sum. Four Thousand One Hundred DGlars and NO/100 ( Lump Sum -Wade ) b4,100.00 BID SCHEDULE PROPOSAL Arrowhead River Ranch Infrastructure Improvements BUI Protect No: 09019 10/21/2009 -- Construction Plans (Shts 1~, Dattad 10-19-09) Item Est. UnK No. Qty. Unit description and Unil Price In Words Price Total Price 23 3 EA 18" Plastic Flared End Sedtons FES Ct, C2, & 86 for new 18" ADS-N12 Storm Drain Pipe, Includirg but not Bmlted to, excavation, coupling, baekfll, complete and In piece, per Each. One Thousand Slx Hundred FIRy Dollars and NO/I00 11,650.00 ( Lump Sum - Worck ) 24 1 EA 12" Plastic Flared End Section FES 2 for existing 12" ADS M12 Stortrt Draln Pipe (on river bank between OOlS & 0023) , Including but np[ Iimlt@d to, excavation, ootrpling, rock backfAl, wmplete and In place, per Each. Five Hundred Dollars and NO/100 5500.00 (Lump Sum -Words) 25 6 EA Grout pipes entering existing concrete box inlob, including but not limited to, loose grout removal and repair grouting, fir~hed surface, complete and in place, per t:ach. Two Thousand One Hundred DoAara erd NO/100 12,100.00 ( Lump Sum - Words ) 26 400 SF Corwete Driveway Goss-Pan Replacement, includag but not Ilmited to excavaton, compacted subgrade preparation, fumisNng & compacdon of B" Class 6 ABC subbase, forming, hxnishing & placement of 6" concrete wNh polypropylene Bbers, Bowls, cdored, finisttirtg, Joints, cuNrtg, comDleta and In place, per Square Foot. Six Thousand Nine Hundred Seventy Dollart end NO/100 56,970.00 (Lump Sum -Words ) 27 120 SF Concrete Vagey Pan, including but not limited to excavatbn, compacted subgrade preparation, fumfshing & compaction of 8" Class 6 ABC subbase, funning, famishing ~ placement o} 8" concrete with polypropylene fibermesh, coloring, rebar, finishing, joints, wring, eompkte and in place, per Square Foot. Two Thousand One Hundred Forty-Two Ddars and NO/100 32,142.00 (Lump Sum - Words) 28 60 LF 18" or 24" Concrete Curb & Guner Replacement including, but not limited to exwvaNon, compacted subgrade preparation, furnishing d compaction or Clara 6 ABC eubbaisa, rorming, furnishirtg & placement of concrete with polypropykne fibers, coloring, finishing, jonts, and cuing, t»mplets and in place, per Lineal Foot. One Thousand Eight Hundred Dollars and NO/100 ( L1xnp Sum - Words ) 5 31,800.00 BID SCHEDULE PROPOSAL Arrowhead River Ranch Infrastructure Improvements BUI Protect No: 09019 10/2112009 - Construction Plana (Shts 1-5, Dated 10-19-09) Item Est. Unit No. Qty. Unit Description and Unit Price In Words Price Total Price 29 2,150 SF Asphaltk Pavement Replacement, irtdudng but not imFled to excavaton, grading, compacted subgrade properatlon, min. 8" d compacted Class 6 ABC, proof roling, min. 3" asphalt pavement, inhered heal patch pints (except sown lines) , complete and in place, per Square Foot. Eleven Thousand Four Hltrtdred Fitly Dollars aM NO/100 511,450.00 (Lump Sum -Words) 30 680 LF Jetflueh end clean existing 12" & 18" die storm drain pipes, Including but nd fmiled to mud/gravel/debris & trash removal ( prevent wash water from entering inlUtretors) , complete end in place, per ineal foot. Four Thousand Twelve Ddlara end NO/100 54,012.00 (Lump Sun -Words ) 31 7 EA Chan existing storm dram inlets, including but not imilad to mud/gravel/debris & trash removal (prevent wash water hom entering inalbators) , complete and b place, per Each. Two 7ltarsand Four Hundred Fifty DoIWrs arW NO/100 52,450.00 (Lump Sum -Words ) 32 LS Construct 12" Drainage Swale abng west side of 0015, including but not united b salvage grass-sod & bpsdl, excavate drainage swats, repair of any disturbed lawn sprinkler systems, appurtenances, replace topso8 & grass-sod all disturbed areas, complete and b piece, per Lump Sum. Five Thousard Three Hundred Sbny-Four fbllars end NO/100 55,364.00 { Lump Sum - Words ) 33 LS Conswct 6" Drainage Swale abng east side of 0015, including but not limited to selvage grass-sod S topsoil, exeevets drainage 8wele, repair of any diswrbed lawn sprinkler systems, wireiesa dog fence lines, appurtenances, replace topsdl & gtass- sod all disturbed areas, complete and in plea, per Lump Sum. One Thousand Six Hundred Seventy-Five Dollars end NO/100 51,675.00 ( Lump Sum - Words ) 34 LS Cut & Plug existktg two 4" PVC drain pipes at SW corner of Eagle River ~Roed & Erttrettee Rosd intersection (East of 0050) draining low area, including but not limited to excavation, cut & remore 2 feet d pipe, cep end of pipe, backflll, repair landscape, complete & in place, per Lump Sum Three Thousand Five Hundred Doiars and NO/100 53,500.00 (Lump Sum -Words ) BID SCHEDULE PROPOSAL Arrowhead Rlver Ranch Infrastructure Improvements BUI Project No: 09019 1012112009 -- Construction Plans (Shts 1-5, Dated 10-19-09) Item Est. Unit No. Qty. Unit Description and Unit Price in Worda Price Total Price 35 LS Erosan antl Sediment Control as required, inclutling, but not Nmited to material (Inlet protection, silt fencing, fabric, erosion logs, etc.) necessary to complete project, par Lump Sum. Four Thousand Eight Hundred Odlars and NO/100 54,800.00 (Lump Sum - Wads ) 36 LS Performance, Payment end i Year Warranty Bond, complete and In place, per Lump Sum. Twee Thousand Two Hundred DoNars and NO/100 53,200.00 (Lump Sum - Words) 3229,153.00 Engineering S 2 S ,000.00 3254,153.00 Warranty 525,415.30 3279,568.30