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Home My WebLink AboutC09-054 Eagle County School District_Miller Ranch Rd.,~ PUBLIC IMPROVEMENTS AGREEMENT 2008 MILLER RANCH ROAD IMPROVEMENTS THIS PUBLIC IMPROVEMENTS AGREEMENT ("Agreement") made and entered into this ~' _ day of ~•t'~1Q~.t , 200, by and between the County of Eagle, State of Colorado, a body corporate and politic, by and through its Board of County Commissioners (hereinafter "County") and Eagle County School District RE SOJ (hereinafter "District"). WITNESSETH WHEREAS, the District, as a condition of approval of the 2008 Miller Ranch Road Improvements, desires an Agreement as provided for by the Land Use Regulations of Eagle County, Colorado, 2008, as amended ("hereinafter referred to as "Land Use Regulations") Chapter II, Section 4-600; and WHEREAS, pursuant to the same authority, the District is obligated to provide security or collateral sufficient in the judgment of the County to make reasonable provisions for completion of certain public improvements (hereinafter described as "Public Improvements"); and WHEREAS, pursuant to Article IV, Section 4-610 of the Land Use Regulations, development in the unincorporated areas of Eagle County shall be planned and designed, or under the direct supervision of a Professional Engineer; and NOW, THEREFORE, in consideration of the premises and the covenants and agreements herein contained to be kept and performed by the parties hereto, it is hereby understood and agreed as follows: 1. PUBLIC IMPROVEMENTS 1.1 Public Improvements. Public Improvements are deemed to include all public improvements related to this development on and off-site. 1.2 Scope of Work. The District hereby agrees, at its sole cost and expense, to furnish all necessary equipment and material, and to complete all Public Improvements as referenced in the attached Exhibit "A", and as set forth in all documents, construction drawings, designs, maps, specifications, sketches, and other materials submitted by the District as accepted by the County, and in accordance with all laws of the United States of America, State of Colorado, County of Eagle, and their respective agencies and affected governmental entities. Such performance shall include acquisition of all necessary rights-of--way. A maintenance schedule is included as Exhibit "D" and shall list all public improvements that shall be maintained by the County, and which improvements shall be maintained by the District. 1.3 Duties of District. For those Public Improvements required herein, including but not limited to the reconstruction and physical improvements of that portion of any road subject to this Agreement, the District shall retain an engineer whose duties shall include observation of construction for conformance to the approved plans and specifications, and materials sampling, testing and inspection using the Colorado Department of Transportation 2001 Field Materials Manual as a guide for frequency of sampling and testing. 1.3.1 Testin .Where applicable and by way of example only, the following is a highlighting of the acceptance testing that will be required of the District: a. Utility and drainage culvert trench backfill under roadwayprisms -one density test per 200 C.Y. of backfill or a minimum of one test per roadway crossing. This will require daily visits to the site by a testing laboratory when utilities or drainage culverts are being backfilled within the roadway prism. b. Embankments for roadways -one density test per 2,000 C.Y. of any additional embankment(s); and one density test per 500 C.Y. when within 100 feet of bridge approaches. c. Finished Sub- rg_ade -one density test per 2501ineal feet of roadway. d. ~gregate base course -one in-place density per 2501ineal feet of roadway, and gradation and Atterberg Limits test per 2,000 tons of aggregate base course. e. Hot Bituminous Pavement -two asphalt content, gradation and in- place density tests per day's production. f. Concrete -Curb and Gutter. Sidewalks and Bike Paths -tests for air content, slump and compressive strength per 50 C.Y. of concrete placed or minimum of one set of tests per day. 1.3.2 Notification/Road Construction. District or his Engineer shall notify the Eagle County Engineer for the purpose of arranging an on-site inspection no less than twenty-four (24) hours in advance of the following stages of road construction: 1) Finished Aggregate Base Course 2) Asphalt Placement 3) Concrete -curb and gutter, sidewalks and bike paths The County Engineer shall make an on-site visit within twenty-four (24) hours notification or as shortly thereafter as reasonably possible for the purpose of observing proof rolls on item 1) above and for general observation of construction methods being employed at these stages. Said on-site inspection by the Eagle County Engineer shall in no way abrogate the duties of the District as outlined elsewhere in this Agreement. The 2 District shall provide the proof rolling by arranging for a loaded single unit truck carrying 18,000 pounds per rear axle. 1.3.3 Test Reports. All test reports shall be consecutively numbered, with copies furnished directly to the Eagle County Engineer from the laboratory as they are reported to the District or its engineer. 1.3.4 Record Drawings of Public Improvements. Surveyed Record drawings, sealed, signed and dated by a Registered Professional Engineer showing the as- constructed horizontal and vertical locations of Public Improvements shall be submitted to the Eagle County Engineer prior to commencement of the two year warranty period and the final release of collateral by the County. 1.4 Compliance with Colorado Department of Transportation's State Highway Access Code. District shall provide the County with designs in compliance with the Colorado Department of Transportation's State Highway Access Code for all road improvements. 1.5 Date of Completion. All Public Improvements shall be completed prior to September 1, 2008 or one (1) week prior to the commencement of student attendance of June Creek Elementary School, whichever occurs first. 1.6 Approval and Acceptance of Work. 1.6.1 Copies of all test results corresponding to work which is being inspected and any other information which may be necessary to establish the satisfactory completion of the work for which inspection is requested must be submitted prior to said inspection. All such information shall be accompanied by a letter from the District's engineer verifying the satisfactory completion of the work performed to date. 1.6.2 Notwithstanding Section 1.3.3 above, promptly after receiving a request for inspection and the required documentation, the County Engineer shall review the information presented and, if necessary, make a public inspection of the work completed. 1.6.3 All said work shall be done to the reasonable satisfaction of the County Engineer and/or the County Department of Community Development, and shall not be deemed complete until approved and accepted as complete by the County. 1.7 Estimated Costs of Public Improvements. The estimated cost of the Public Improvements is the sum of $1,212,176.07, as summarized in Exhibit "B". To secure and guarantee performance of its obligations as set forth in this Section 1, including the completion of the required Public Improvements, the District hereby agrees to provide security and collateral in the form and as set forth in Section 2, below. 2. SECURITY AND COLLATERAL 2.1 Collateral. Security and Collateral required in Section 1.7 herein, as security for the performance by District of its obligations under this Agreement, shall secured by a Corporate Bond, attached as Exhibit C. The District shall obtain collateral in such form acceptable to the County ("Collateral") prior to approval of the 2008 Miller Ranch Road Improvements. 2.2 Partial Release of Collateral. District may apply to the County for the release of portions of the Collateral based upon the work completed in accordance with this Agreement. To make such releases, District shall request the County Engineer to inspect the work in order to verify satisfactory completion in accordance with plans and specifications in accordance with Section 1.6. 2.3 Final Release of CollateraUWarranty. Within thirty (30) days after District has completed all of the work required by this Agreement and the work has been approved and accepted by the County, the entire remaining amount of the Collateral, less an amount equal to ten percent (10%) of the original Collateral, shall be released. District shall be responsible for the condition of the Public Improvements for a period of two (2) years after completion; this shall be guaranteed either through the retention of Collateral, as set forth above, or District may provide a guarantee bond in an amount and in a form acceptable to the County -which would be substituted for the release of the entire amount of the Collateral. 2.4 Substitution of Collateral. The District may at any time substitute the Collateral originally deposited with the County herein, for another form of collateral acceptable to the County, to guarantee the faithful completion of the Public Improvements referred to herein and the performance of the terms of this Agreement. At the time of substitution of collateral, an inflationary and/or deflationary factor based upon the Denver-Boulder, Colorado Consumer Price Index for All Urban Consumers, All Items (1967=100) published by the U.S. Bureau of Labor Statistics, 303-837-2467, or, alternatively, an approved construction cost index, shall be used to determine an adjusted estimated cost for all Public Improvements as described herein, and collateral shall be submitted by the District in accordance therewith. Z.5 Draws. Draws against the Collateral shall only be made as directed by written Resolution of the County, stating that there has been an event of default under this Agreement and that a sum certain is required to remedy the default. Any amount drawn on the Collateral must be applied for the purpose of completing the work required by this Agreement and related expenses and costs. 2.6 Events of Default. The following events shall be deemed "Events of Default," entitling the County to draw on the Collateral: 2.6.1 If District has not completed the work required by this Agreement within thirty (30) days prior to the Date of Completion set forth herein, the County may, after ten (10) working days written Notice to District, draw upon the Collateral an amount sufficient to complete said work and compensate the County for its reasonable costs and expenses related to said draw. 2.6.2 If the original collateral presented to the County (or any extension thereof) is due to expire and the work is not yet completed, and District has not provided substitute collateral or the bank's written extension to the original collateral (as it may have been previously extended), the County shall draw on the Collateral according to the 4 provisions set forth in this Section 2. It is District's responsibility, with or without notice, to ensure that the Collateral is extended, or that substitute collateral is provided in a form acceptable to the County, at least ten days prior to its expiration. If Collateral is neither extended nor substitute collateral provided, in a form acceptable to the County, at least ten days prior to its expiration, the District shall pay the County an additional $500 (Five hundred dollars) for the additional administrative work required because of the failure to extend or substitute collateral in a timely manner as required by this agreement. 2.6.3 If the Collateral is substituted, as otherwise provided herein, this Agreement may be amended or modified in order to set forth specific Events of Default deemed necessary, in the County's sole discretion, commensurate with the type of collateral substituted. 2.7 Costs and Expenses. District agrees to pay any costs and expenses, including but not limited to legal fees, which the County may incur in determining to accept collateral, in drawing upon the collateral, or in accomplishing an extension of its expiration. 3. INSURANCE and INDEMNIFICATION 3.1 Certificates of Insurance. The District shall secure from any contractor or subcontractor engaged in the work necessary to comply with this Agreement a Certificate of Insurance providing for liability protection in the minimum amount of $150,000 per individual and $600,000 per occurrence, naming the county as an additionally named insured. The District, if it serves as the contractor for the Public Improvements, shall provide insurance in the same form and amounts as required of the general contractor. Said limits shall be adjusted to comply with any changed limits in the Colorado Governmental Immunity Act, Title 24, Article 10, Colorado Revised Statutes. 3.2 County Incurs No Liability. The County shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the Public Improvements 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 property injured or damaged by reasons of the nature of said work on the Public Improvements, but all of said liabilities shall be and are hereby assumed by the District. The District hereby agrees to indemnify and hold harmless the County and any of its officers, agents and employees against any losses, claims, damages or liabilities for which the County or any of its officers, agents, or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon any performance by the District hereunder; and the District shall reimburse the County for any and all legal and other expenses 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 District may have. 4. GENERAL PROVISIONS 5 The following shall apply to all Public Improvements, including off-site improvements, set forth in this Agreement: 4.1 Compliance with Land Use Regulations. The District shall be required to obtain all necessary permits and comply with the provisions of the Land Use Regulations, including but not limited to the Regulations for Construction within the Public Ways of Eagle County (Chapter V), as the same are in effect at the time of commencement of construction of the Public Improvements referred to herein. 4.2 Public Improvement Agreement Controls. In the event of any inconsistency or incongruity between the provisions of this Agreement and the Land Use Regulations, the provisions of this Agreement shall in all respects govern and control. 4.3 Warranties and Guarantees. There shall be a two-year correction period, or such longer period as may be prescribed by law, from the time of completion of the Public Improvements during which time the District 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. The work shall be inspected, at the request of the District no less than sixty (60) days prior to expiration of the one-year additional correction period, and any deficiencies shall be noted to the District. 4.4 Amendment and Modification. The parties hereto mutually agree that this Agreement may be amended or modified from time to time, provided that such amendment or modification be in writing and signed by all parties hereto. 4.5 Assi ,, n~ty. This Agreement shall be enforceable against the District, provided, however, that in the event the District sells, transfers or assigns all or part of the subject property, the obligations of the District under this Agreement as to that portion of the subject property may be assumed in writing by the purchaser of the parcel, and the District shall have no further obligations hereunder. It is agreed, however, that no such assumption of these obligations shall be effective unless the county gives its >I riOT written approval to such assumption following an investigation of the financial condition of the purchaser. The District shall not otherwise assign, transfer, convey, pledge or otherwise dispose of this Agreement without prior written consent of the County, which consent shall not be unreasonably withheld. 4.6 Binding upon Successors. This Agreement shall inure to the benefit of and be binding upon the parties hereto, their respective successors, and assigns. 4.7 Sole Responsibility of District Prior to County Acceptance. It is further agreed and understood that at all times prior to the completion and acceptance of the Public Improvements set forth herein by the county, each of said improvements not accepted as complete shall be under the sole responsibility and charge of the District. When it is necessary to allow the general public to utilize the roadways under construction by the District, traffic control and warning devices shall be placed upon such roadways by the District in accordance with the 6 Manual on Uniform Traffic Control Devices for Streets and Highways as prepared by the U.S. Department of Transportation, Federal Highway Administration. 4.8 No Rights to Third Parties. This Agreement does not and shall not be deemed to confer upon or grant to any third party any right to claim damages or to bring any lawsuit, action or other proceedings against either the County or its officers, employees or agents because of any breach hereof or because of any terms, covenants, agreements or conditions contained herein. 4.9 Notice. Notice required pursuant to the terms of this Agreement shall be deemed given on the day that the same is placed in the United States Mails, postage prepaid, certified or registered mail, return receipt requested. 4.10 Enforcement and AttorneyFees. The County may enforce the provisions of this Agreement in the same manner and with the same remedies applicable to the enforcement of land use regulations pursuant to the Eagle County Land Use Regulations, as they maybe amended from time to time, or as otherwise provided by law. Alternatively, the terms of this Agreement may be enforceable by the Board or its designee by any appropriate equitable or legal action, including but not limited to specific performance, mandamus, abatement, or injunction. The remedies explicitly provided herein are cumulative, and not exclusive, of all other remedies provided by law. The prevailing party in any action brought pertaining to this Agreement shall be entitled to an award of costs and reasonable attorney's fees. IN WITNESS WHEREOF, the parties hereto have executed this Agreement this ~_ day of k-.~'4-~,~,AQ.~t , 200. ATTEST: County Commissioners '' ~` - ~n STATE OF COLORADO ) SS County of Eagle ) j SCHOOL DISTRICT RE SOJ I.l.c~, for ~ivi ~ notice: P.O. Box 740 Eagle, CO 81631 (970) 328-6321 The foregoing wa acknowledged before met ~s ~~' day of , 200 , by as of • ,aL~ , a WITNESS my hand and official seal. My commission expires ....;M} ~~?~KOT~RY ~ Nota blic ~~ •... 8 ~~~ COUNTY OF EAGLE, STATE OF COLORADO, By and Through its BOARD OF COUNTY COMMISSIONERS P hairman.~t-a-~ -~-<-~°~ Address for giving notice: P.O. Box 850 Eagle, CO 81631 (970)328-8605 DISTRICT: EAGLE COl By: CONSTRUCTION PLANS FOR MILLER RANCH ROAD IMPROVEMENTS CMC BUS STOP, HIGH SCHOOL & ELEMENTARY SCHOOL ACCESS A PART OF SECTION 4, TOWNSHIP 5 SOUTH, RANGE 82 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF EAGLE, STATE OF COLORADO END BYNS-ROWIDABOUT IMPROVEMENTS STA: 25+00.00 BEpN BMNS-EAST ACCESS NIOENING NIPROVEMENTS END BMNS-EAST ACCESS STA: 16+50.00 ~ WbENIND IMPROVEMENTS BEpN JUNE CREEK ELEMENTARY SCHOOL STA: 31+50,001 r111QElUI4G IMPROVEYeNTs ai rr m 0 m U BEpN dIC BUS STOP IMPROMENENTS STA: 7+00.00 ENO CHIC BUS STOP NIPROVEYENTS STA: 10+50.00 BEgN BLAHS-ROUNDABOUT NIPROVEYENT$ STA: 20+50.00 VICINITY MAP scALe r-iaaD' END .HIE CREEK ELEMENTARY SCHOOL CONTACT LIST oNIER EAGLE CWNTY SMO0. OIS1RICl CONTACT RAYMpq SCOTT (9)O) ]18-1]11 oYlExS REPr9:scnrAnvE ARC INn:GiiAlEO PROGRAM MANAGEMENT, LNG CRITACT pONpVAN NRAN (9)0) 895-{]00 PROEM ENf9NEER LMRQL t LANCE, INC CgiTALT OiEG BONpISN (9)O) 192-58]5 APVflovAL A¢NCr EA0.f COUXTY EN(iIEEMNG CIXiTACT GREG SCIIROEDEfl (9)O) J28-358) 8MN9/JUM CHEEK EfEMEHTMY PROJECT ENPNEER PEAK LARD CRISULTANTS INC CONTACT piANT NIOERSQI (9)O) 1)9-88H BMHS ARancT H1L ARCHITECTURE CQVTACT JOHN NENlEB (XIS) 299-{T1{ AINE CREEK EIEMENTMY ARCHI1ECi KUPP MQKITECTI.9TE CONTACT piEC LROYER (XI]I 993-1990 GEOIECHNICK ENGINEER GRWNO ENCNEFPoNC CONSULTANTS INC CONTACT JAMES KOWAlSKY (XUl 299-1999 1OC11 AGENCY ECO 1HANSIi CMTACT pAND JOHn50N (0)0) ]38-]SN URLITIEB SOURCE GAS C0ITALT RON VATMAIN (970) 929-0108 FOR AND OTI BEHALF OF CAPoi0l1 t LANCE. NIL EXHIBIT A CONSTRUCTION PLAN5 7 COVER SHEET 2 STANDARD PLAN LIST 3 GENERAL NOTES 4 TYPICAL ROAD SECTIONS 5-6 SUMMARY OF APPRO%IMATE QUANTITIES 7 STRUCTURE QUANTITIES EARTHWORK QUANTITIES k SURFACING TABULATION 8 TABULATION OF PAVEMENT MARKINGS TABULATION OF SIGNS 9-12 HORIZONTAL SURVEY CONTROL 13-14 RIGHT OF WAY PLAN 15 CMC BUS STOP DETAILED PLAN 16-17 ELEMENTARY SCHOOL ACCESS PLAN k PROFILE 78 ELEMENTARY SCHOOL ACCESS INTERSECTION PLANS 79 HIGH SCHOOL EAST ACCESS PLAN k PROFILE 20-21 HIGH SCHOOL ROUNDABOUT PLAN k PROFILE 22-24 HIGH SCHOOL ROUNDABOUT DETAILED PLAN 25-28 STORM SEWER PLAN AND PROFILES 29 CMC BUS STOP SIGNAGE AND STRIPING PLAN 30 ELEMENTARY SCHOOL ACCESS SIGNAGE AND STRIPING PLAN 31 HIGH SCHOOL EAST ACCESS SIGNAGE AND STRIPING PLAN 32 HIGH SCHOOL ACCESS SIGNAGE AND STRIPING PLAN 33-38 TRAFFIC CONTROL PLANS 39-42 STORMWATER MANAGEMENT PLANS 43-44 ELEMENTARY SCHOOL ACCESS ROAD CROSS SECTIONS 45 HIGH SCHOOL EAST ACCESS ROAD CROSS SECTIONS 46 EROSION CONTROL DETAILS 47 STORM SEWER AND STREET DETAILS PREPARED FOR: ~I_ Carroll a Lange ~N/E1pU11ED PRDTNAM YANAOEMENT, NG, \ / uinx n,~ z+n ~ °°~ LATEST REVISI( § ~ PLAN M STANDARD PAGE PAN M STANDARD PAGE PLAN S STANDARD PAGE €~ ~~~~ = ~ NUMBER TITLE N M R N M R TITLE NUMBER N M R TIT N M R ipg. I~ ~ p ~ a~ M-100-1 STANDARD SYMBOLS (3 SHEETS) i-3 ~ M-607-1 WIRE FENCES AND GATES (3 SHEETS), 84-86 a~ 5-612-1 DELINEATOR INSTALLATIONS (5 SHEETS) .131-135 ~ A a a a a €~ p ~L°@ p M-203-1 APPROACH ROADS 4 p M-607-2 CHAIN LINK FENCE (3 SHEETS) . 87-89 a~ 5-614-1 GROUND SIGN PLACEMENT (2 SHEETS) 136-137 ~ ".3~1E w 0 ~ ~ M-203-2 DITCH TYPES .... . . 5 0 M-607-3 BARRIER FENCE .. . . . . . 90 ~ 5-614-2 CLASS I SIGN ... . .. . . 138 ~ " ~ pS i$ o M 203-11 SUPEREIEVATION CROWNED AND 6 . . .. . .... e 4 a - .. . . . DIVIDED HIGHWAYS (3 SHEETS) -8 p M-607-4 DEER FENCE AND GATES (2 SHEETS) . . 91-92 o S-6t4-3 CLA55 II SIGN. 139 aA ~ ~67 ~ 000^ ~ ~ p M-607-10 PICKET SNOW FENCE , 93 0 5-614-4 CLA55 III SIGNS (3 SHEETS) . .... .. . 140-142 }~Y; 6 o M-203-12 SUPERELEVATION STREETS (2 SHEETS) 9-10 p M-607-15 ROAD CLOSURE GATE (9 SHEETS) .94-102 ~ 5-614-5 BREAK-AWAY SIGN SUPPORT DETAILS 143-144 ~ M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 11-12 ~ M-608-1 CURB RAMPS (4 SHEETS) 103-106 FOR GROUND SIGNS (2 SHEETS) . (2 SHEETS) ~ M-609-1 CURBS GUTTERS AND SIDEWALKS (3 SHEETS) 107-109 ~ 5-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS .. . 145-146 , , FOR CLASS III SIGNS (2 SHEETS) "g D M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) 13-14 O M-611-1 CATTLE GUARD (2 SHEETS) 110-111 ~ 5-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS) 147-151 33 ~ ~ M-208-1 TEMPORARY EROSION CONTROL (7 SHEETS) 15-21 D M-613-1 ROADWAY LIGHTING (4 SHEETS) 112-115 s o M p 5-614-10 MARKER ASSEMBLY INSTALLATIONS 152 -210-1 MAILBOX SUPPORTS (2 SHEETS) .. 22-23 o M-614-1 RUMBLE STRIPS (3 SHEETS) ... .. 116-118 ~ 5-614-12 STRUCTURE NUMBER INSTALLATION 153 a~ o M-214-1 PLANTING DETAILS 24 oM-614-2 SAND BARREL ARRAYS (2 SHEETS) 118-120 p 5-614-14 FLASHING BEACON AND SIGN INSTALLATION (3 SHEETS). 154-156 o M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 25-29 o M-615-1 EMBANKMENT PROTECTOR TYPE 3 . . 121 ~ 5-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS 157 p M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 30 p M-615-2 EMBANKMENT PROTECTOR TYPE 5 122 . . .. . p M-601-1 SINGLE CONCRETE BOX CULVERT (2 SHEETS) 31-32 p M-616-1 INVERTED SIPHON 123 p 5-614-21 CONCRETE BARRIER SIGN POST INSTALLATIONS. ..158 ~ ~ ~ 5-614-22 TYPICAL MULTI-SIGN INSTALLATIONS _ 159 p M-601-2 DOUBLE CONCRETE BOX CULVERT (2 SHEETS) 33-34 p M-620-1 FIELD LABORATORY C1A55 1 124 ~ 5-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS 160-166 C7 M-601-3 TRIPLE CONCRETE BOX CULVERT (2 SHEETS) 35-36 p M-620-2 FIELD LABORATORY CLASS 2 ....- ... .. 125 (7 SHEETS) p M-601-10 HEADWALL FOR PIPES 37 o M-620-11 FIELD OFFICE CLA55 1 126 o 5-614-40A ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS .167-171 ~ ~ ~ p M-601-11 TYPE "S" SADDLE HEADWALLS FOR PIPE . . . 38 r M-620-12 FIELD OFFICE CLASS 2 . . . 127 (5 SHEETS) V o M-601-12 HEADWALLS AND PIPE OUTLET PAVING, 39 ~ M-629-1 SURVEY MONUMENTS (2 SHEETS).. .. 128-129 p 5-614-50 MONOTUBE OVERHEAD SIGNS (14 SHEETS)... ..172-185 Z_s o M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS . .. 40 ~ 5-627-1 PAVEMENT MARKINGS (5 SHEETS) 186-190 ~ o M-603-1 METAL AND PLASTIC PIPE (2 SHEETS). . .. 41-42 ~ 5-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 191-202 ~ M-603-2 REINFORCED CONCRETE PIPE 43 - THE STANDARD PLAN SHEETS INDICATED HEREON BY A (12 SHEETS) a < m o M-603-3 PRECAST CONCRETE BOX CULVERT 44 MARKED BOX ARE TO BE USED i0 CONSTRUCT THIS ~ 5-630-2 BARRICADES, DRUMS, CONCRETE BARRIERS TEMP ( ) 203 ' S PROJECT AND VERTICAL PANELS ~ ~ M-603-10 CONCRETE AND METAL END SECTIONS (2 SHEETS), 45-46 0 5-630-3 FLASHING BEACON (PORTABLE) DETAILS 204 = p M-604-10 INLET, TYPE C 47 - sul Ho p M-604- I I INLET, TYPED 48 ~ , ~ o ~ M-604-12 CURB INLET TYPE R (2 SHEETS) . . 49-50 ~ °'" v (LS 9 d"' M o M-604-13 CONCRETE INLET TYPE 13 51 J ,° N„a a~ M-604-20 MANHOLES (3 SHEETS) ....... 52-54 ~ - - p M-604-25 VANE GRATE INLET WITH FRAME (5 SHEETS) 55-59 - --omo p M-605-1 SUBSURFACE DRAINS 60 ~ ' ='o~ p M-606-1 GUARDRAIL TYPE 3 W-BEAM (16 SHEETS) 61-76 (~ _ o ~ n m p M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) . 77-80 ~ ~ ~ U ~m~ p M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) 81-63 / \ X Q Z ~ H S W O L~ Q > G ~ °o! a w ~' t~i1 J J N ~ ~ Prohol Titer SC°" N/A P:k1270\CONST\COVER NOTESW270.CVR-NTS.dwg, 12/26Y2007 9.51:50 AM, II-03, 1 2, Carroll 8 Lange, Inc ~; ~a$F~ a~ s~° s~~ ~~v a>as`a ~^" ~~ m`~°a ~ ~~ ~g~ a~F;~ ~a''P ~~ ~$~~ ~~$ ~:~ g~~R`a ~~$~ so€ $~ ~~ ~~9 ~~ :~m~s a ,oo ag ~~>= Q~'~ ga. <~ ~~a~ ~ ~,a ~~~ ~xq~" fox" amm ,~~a€ ~~~ R~ ~v~~s ~~ ~ ~ ~" $~~ ~e ~"s',~s" $ ~_ ~~ ~m~ g~~s ~~~ ~~ agv€ 2 ~g ~€w w~°~$ ° a~ `Qm$ ~~~~ es$ ~$ ~~$ ~~~$ ~~ a ~~ n°> ~~ ~$~`$ a o~ _~~ $~ ~~~~ ~~~ ~~ a=~~ "~< °$g ~c; ~ay~~ ~~'g s~~ ~q's~ of _~ ~€R~ ~~$~ ~~ ~ ~€ ~$g ~; ~€Fom $ ~~ E~€ §m qb~4 8a f?~ ng~: 4 >R~ .R'~: mS°q4 ~~FF =xR f7e ~~ mad o^ ~qc'~ ~~_ ~~ o :3 A9 ~ =e ~~€ $ a e a~ s~ ~~~~ ¢ ~~ _m~„ $ emu ° a, ~ ~~ " ~o Am " ~m n s= ~~$~~ 3? ~~ ~~~ 5~ ~~~ ga ~F ~~ $ ~~ ~~ m~~~ ~~N~ w~ $~ s~m a~ g4~" ^~ns~ g ~$ ~€ °" ~a°°° Q ~$ .o o$s s~ ~F Fm ~ 9m ~~ ~m~~ °°~~ ws ~~~ ~;€ ~_~ z,"~Q spa ~~ a ~ =m a= '"~ ~ 'w~ e= <~f sm '~ ow ~~ e€ ~"R `$~~ m 2° ~~~ ~ ~~°~ ~xa mo $ a3 ' $s°~~ E om 3 ~s ~~ ~~ ~~ o~ ~ ~~ a ~as€ ~"sm~ _~ gas: ~a~ ~> s~~~ $~~ a' ~ m~ s` ~~ °~~^~ s~ ~~~ g~ age "e ~$ ~~ p ~ w° ":~ ~sRce ~~ ~~~ ~3. 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C n C m C D m N ~2~9p ~N~ E ooo ~ u°i~?~g mRa"z g..u'L a~mo~r ~p~o~b ~ m~~~ pNae ' F ~ " S~a~ P4~8 ~ ~q w ~o O ~g~ ' d t R a ~ ~ ^ ~ a MILLER RANCH ROAD ecor Documen s " " " ° IMPROVEMENTS Carroll ~ Lange = /` ~. ~~ ~ .~ ,o " Pr°lessl°nal Ei0lneers 8lan0 SUrvey°~s _ ir® ~~ ~®r.e,ee eo.u ~w, x 4 P , ° STRUCTURE QUANI TIES do ° 39858wttt Lincoln Ave Suite 250 L°velantl C°I°ratl° 8053] `~ ° N _ 4 Re"mma wAxn eNAn Oe,e By QI, p sn"r.•u e V yz OF EARTHWORK SUMMAR/~Y PHONE (910) 292-5635 FAX (910) 292-5639 ¢E NASIER REMSION/TRACKING TABULATION ^ n°.,.n ~ ~a 1 , QUANTITIES WWW CARROLL-LANCE COM ,,y B GNO [I,ecYed B O N D y D to D N D ; r N + N + O + o A A ~ 0 ° 0 ° 0 ° ° i O ° o o = D i I O I 4 I N I - ° - D ~ ° Z ° + o O + °o O + 0 O P , „ ~ REMOVAL ° e - " OF PIPE REMOVAL OF N ~ J o ~ ASPHALT MAT ~, REMOVAL OF o CURB AND GUTTER P ~ REMOVAL OF = TREE REMOVAL OF i INLET m ro P A SAWING ASPHALT a ~ m w ~ -~ MATERIA 6 INCH SOIL ^ U ~ in < PREPARATION ~ ~ „ SPECIAL w < RIPRAP (12 IN) it ^' ~ CONCRETE CONCRETE w ~' ~ < PAVEMENT 6 INCH N m o ~ 4" PLASTIC PIPE ( , n 18" CONCRETE , s END SECTION 18" REINFORCED w ~ CONCRET PIPE CI P N D 24" CONCRETE i END SECTION 24" REINFORCED ~ ~ CONCRETE PIPE CI P n INLET TYPE R LS i (5 FOOT) a NLET TYPE R L10 i (70 FOOT) 5' DIAMETER SLAB +` ~ BASE SANITARY ~ MANHOLE ° > ~ CONCRETE CURB o v RAMP w - " „ ~ ~ -n CURB & GUTTER TYPE 2 SECTION e ^' J 11-8 PECIAL CURB & GUTTER rn TYPE 2 SECTION 1-B N CURB & GUTTER o ~ YPE 2 (SPECIAL) SECTION 1-B ~, CURB TYPE 2 (SECTION B) w MEDIAN APRON ~ ~ COVER ( ATTERNED w CONCRETE O n n m o o z ~ ~ O D ~ N ~ O ~ ~ + +°o F < O ~ ~ y o o o o D TI D Z C7 N Z O !'n m j ~ m o ~ D CD °' - z ~ D o C ~ ° ° r- ~ z T r om Z D a u ~_i -~ '' z ,~ O N ~ `"~, Z J J Z Q nN '1 _ z y .-. °° n O Z D N~ m ~T1-~ N rn C7 w w w ~ z ~ ~" ~ ' n ,,, ~m ( ~ x ° „ _ ~ ° D ~ ~, ~'' ~~ ~ C Z D ~2 0~ '^ V/ N D ° 0' O ~ V Of V m ~ Z ~ 1 4 ~ ~1 C m D CD V z D 2 D ~ IN/I~m ~ mm N N ~ D O m` ~ y n ° Z n H m ~ ° O N D + y o D '~ ~ O ~ a o° D ~ N (~ O ~ D o °o D Z ~ r y ~ N p z o D c ~ ~ C m r N v ~ m ~ O ~ D V Of °i 2 O ~ O~ ~ z ~ _ ~m ~ C 2 D ti G N V r ,. Z J° O J Z ~ 0V z z ~ my C D ~- m Z f~l N N N ~ Z D i NC O~ ~ -y~ N a r x f o FBI T Z n D 3^.1 ~~ FTrI /` Z A ~ ~_ ~ D m ti r u, 4~ w ~ ~ ~ O O o i c ~ n m ~ m N la/I r~n z D '~ O1mm D N ~ BOOK z PAGE ~ m SHEET x x o ; o; O° o ~ O z D D D D ~ D~D ~ y r r r ~ ~ ~ n AAAA x AAA ''n^ Vl - ~ ~ ~ Ilrr ~, Irll C z z ~ ~ _N UI In~N z ~ 1NNy ~ - DDDD ~ DDDD Z Z ° ~N X D x ~ O+ ~ Nmo+ ° ~ D > ~l OOOp ° ° ° ° D ~I 000 ° ° ° ° ~ ~ ~ o ° o ~ ° ° o ~ " z I I 1 1 I I I I O ~ z - o,cn+ ~ - wNO } TI _ ~ ~ ~ ° N O O V ~ O O+ ~ ~ "oo° ~ o0o Frl D D oa°° ° ~ D °o°° ° D { ~_ ~ z o -_i ° O ~ z z ~ Z O v O > n ~ D j v ~ O .Z7 ~ Z C D Z _ l W w ~ C .' n C W - n C rO A ~ FTl A .1 ° rn N N P ~ O ~ Nr°U~ a ,C O N ,°cou~ NJNJ j O D Z O T U) N r ° ~ ~ A f l A 1 t7 n n O c c c T Z D { O -( O { O ~ VI ~ ~ ~ O D D O TJ n m 4 z ° ~ O ~+ p y l J D ° °o K D Z r ~ ~ ~ Z `~ o D c ~ m C r m y rn v D o y a2 _I A Ol z ° ~ °° O ~ z r z cy m Z z D ~ V, me x ~ ~ v . . _Z ~ Jg N O ~ ~ ~ 2 O ~ L7ID/1 -TIl N ° ~ ~i ~ Z z ~ u m~ I y W r °° = N w a ~ ~~ C FTl (r fT w Z " D D S Fm N O ^c o D yo D ~9 -I - D ~ Z= ~~ D y ^ l J D fTl m m J ~ i A (./) V V 2 0 O C ~ /~ V I Z D ~ f /Al~ z I+1 m ~ D N D T V ~ ~ o y m VI ~ D a D ~ °z C ~ --1 N O DO ~ O -- ~ N ~ O o N D j N y n r D ~ ~ C7 N O Z Z O rn o ~ ~ D m ~ m c O1 m 9 O ~ r w v J i ~ oo D o z - I _ ~ ~'= _ „ z D r -~i `A ,Ac " O Z v z O ~ N ~ °1 ~ Z ~ ~ L)~ O ~ z y cox I~ Z N ~~ ~ r ~ D ~~ ~ u w w z a o~? D `~ 0T. ~~ TT N '" D O ~ Z D ti ~ C -+ Z o~ Z ti 0 D _ O _ O W a j ~ D " A O OB °o C m m i ~ °r DgD `A C z D z m aJm °'rnW D -I P•41270\CONSTIOUANTITIES412740UAN.tlwg, 12/28/2007 9.52:13 AM, p-03, 1:2, Carroq 8 Lange, Inc. n n n A 1 1 1 1 $ ~ ~ > R 8 `? >° ,s 4 O ~ 1 a o I ~, + I + ~ C! } ~ A N > o A Z C iw b ,.~ D ~Or~~' 9 ~2 ~ ~ S EZ ~ ? g ~ m ~~^~ c `~~Fa C A O '~, n O Z ; Z22 v ~ - pGy yZj ZOF 1y ° ro Fy ~ to L . . y ~ ~ m ; o - r ~ - ~i~ aiQ~ O ~ ~ ~ F <n ; ~ ~r ~g~ ~ pti~ _" a~g ;A << 0 yy No y p T9~ N Z n ~O O g° - y ~~ Si o m m A ~ O~ ~ y y ~~ Z ~ O~ D~~ m Z=0 ti~ ;IR ~~ 2 ~~ e4 R'I RA .~ : ~ ° e ~ MILLER RANCH ROAD Record Documents ° ° - IMPROVEMENTS Carroll ~ Lange = , \ ~ . • m vanesamnal ERel~era a Lano srvnawrs ~ _ a ~~ ~~ ,,,..a.... r e ~ ~ a FENCING, SIGN dt 3985 Suutrv Lincoln Ave sane zso Lovelantl, Coloratlo 0053] 1 rve w~ ~~ ~n y Rename uryAn Oe,e ^~ By ~ GE ,..m O fw ° g v § PAVEMENT MARKINGS FAK N9](09]01~25G-9635 9 gE MASIER REVISION/TRACKINC iABULAiION OP"r °' rrv TABULATION OLL-LANCE COM WWW CARR Oe etl a CNe Crvecked B ^ N ~ o m " A N : u '= i; ; A~ ~ m .~l m : 4 N o o m v ~ : u N a m m ~ y > A W ti - a o4 L Y cn A Y A 1 ~ A ~ F f y _ m y ^ 9 i A . 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R~" ~a \ p~~ ~ r~ I ~3>U ~ Ip ~ O I 1 u`~ 1 :k IQ ~N 8 ~I ~R I ;1 1 1 1 8 +I 'ou~'a6ue'l g IplieO 'Z:l '£011'Wtl EZ~ZS~6 LOOZ/8Z21'6MP 1N00-OLZb\102f1N00 A3A21f1SLLSN00\OLZ%•d P•41270\CONSTSURVEY CONTROLW270-CON7.dwg, 12128/2007 9.52:28 AM, II-03, 1:2, Carroll & Lange, Inc n2 by u gg~ F vo Go C Z~ ;+ e~ v FF m a w a <u, w^ ~ ~O n,2 ^ ~A bN m U~ ;n 4 a' ^ 2omN=oo~ AmA~-f zo~p~imm D ;m mmfynn ~yA ZzyANC~ ~ NiN D Pz~~~cm~ p;ndl 'iNmmm ~~AO?OD pNacln T z- > ppL~]N~AO ZopFN~iA msm> o~ Z pz9uNnN ~m~g O io Or'ri22 pa mo .- ~" ~" m z ; p~~N _ ~'~~ >Yag~~ >";~~~ ~~ so< . :~;,~~ s~~~~~ 48~'"oR~ ~~~~~5 3~tla~~ H~ g~ a avo l~ n ~ ~A / ~ i ^ I o » / : n ai$ /; ~ . i' I B ~ ~ ~~ n e, I ; n ~'~ ~ ~ '~ os'a a ,z yo a g /. a n,mo I ; I i ern u-~i pe 4N rn~ / r 2 _` / 8 /; -J 7 J Nn ~ ~ / K / / my I r O l / / I / ' -I- J r ,O I ~ 491 I l i I I I / PO S7A 35+29 JO / 8 I ~ I I I D ~ I I I Z C~ 1 a ~~ AO V O A Z'~ mZ~ - I l S 1 I I 2y o~sA ropm I I I i ~ ~oia 'u Z~~ I I o°4y8 y n ~L I t I~ ~ - O~~ ~ p o~A i (r Y.u b i I I ~ e; T~ _ ~Zg ~ ° o i _ N ~ 1 ~ 2 ~ ~o ~ s 1 i ~\o y ~ I I I I ON= / l. 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I% 81 .: / .. /: x °~ I u ~~ - z ~o a s ~~°~ 'gp~i E~c~ ~"m eqn~ eg aaa~ mv~o eon ~m ~n UA m~ ''~ ~ ~`,. b r,~F P®~. g ~ ~ ^ o MILLER RANCH ROAD rtecora uocuments _ ° - - IMPROVEMENTS Carroty ~ Lange = ~" ^ I I \ Prolesslonal tngineers 8 Lantl Surveyors _ r 3 e e a 8 4 3995 South Lincoln Ave Sulte 250 L land Colorado 80531 X trot mtrn welurs9 R ir/nM D t p B ae ^r..m HORIZONTAL SURVEY " I ove PfloNE 197mz92-ss35 ° ewerone a e y 0 a.rr.av ~ ~ FA% (910) 292-5639 gE NASTER RENSION~TRAp(INC iABULAPON ^,,,..~, ^ CONTROL WNhV CARflOLL-LANCE GOM Oaognad~_ GerAeE By rs ^ a ~9 wr•r~ owo •e w~nw 10a1 N00 uw p ~^ ^"a'a °M' "°' W0~ 3`~NYI-llOtltlYJ MhVr1 ~„ ~ NOLLYIOBYl 'JNIN7YN1/N015N3tl N3lSYN 3E SE9S Z6Z (OG6)G3NOHd A3nanS lV1NOZIaOH ~ -vw oz.w xn ^ ~I9J RB qoa ~•a ^N LEa OB oPeiolo~ Puelanol , ` lyya OSZ a11nS Y uloauil YlnoS 596E b g m o d o s~ota S Duel 8 slaaul®u3 leuoissalald rF," ~ `a'"~° w ~a6ue~ ~ ~~oaae~ ~~ s1N3w3noadwl - ~, o ys}uawnao4~~p~ooaay Ovoa HoNVa a3lllw d ~Is~e~ .o®-~ _'_' gl4~mo F F F F ~ w w w w ^ ( I f , w I ,.. 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R.w«on. om. er aw R o ~..•...o RIGH 7 OF WAY PLAN "RHONE c9>o> z9z-seas ^ «...o ~, FAX (970)292-5639 SEE NA51ER RENSION/TRACKING iABULAT1IXi ~ ~n W W W CARROLL-LANCE GOM ~~~~ R. n1n [F.d,.n R. ~..,., .,..a ... n ,..,, P 41270\CONST\ROW PLANSkl270-ROW.tlwg, 121282007 9.52:43 AM, 11-03, 1.2, Cayro118 Lange, Inc. a~ n= mi 0 ova cam ?i -c0 ti~0 ~'~ ~ _ ~ ~ aaA _~ n2< ~o~ ~cm g ~'~ a zo\ ry °"" n ~~~ b m / ' / , / i / ' / t: r I I is 1 a ~~ ~ t ~'o 1 , o~~ 1 ; emy I ' °e'ZO I u-f2 I I 1 ,~ '3 1 ~C ! / fpTA ~ b ]a A '~O a~ ~nA n, 2 ~ ~~A Z?x n o p\ '' "' ; m ~~m q ~ A X20 '~ o \ ~ / ~~X / n to 1`. ym2 mv~ ~ 1 -~ o~c~ n 1 , a ~o~ 4 ~ I i~~ " n I n n~k y-C ~ N ~Otn D A ~ ~ N n~~ O _ C a ALA 1 4 > OnLj o + y. "' n I m °n = Z~m I ° col ona 1 =mo v it^i n 1 -s n ego I < c~2 / t0 1 j 30 1 30' ; 1 1 ~ - I r 1 ~ , I , I / ` I ,b , I 1 i 1 I 1 [ ~~~qRa~ ! E trj >"'~ybo >s I , z ~ ~~OVa` a 9yN~N N ~ _ ~~~ B ~~y~~z 2 I a n ~ ~ ~ ~ ~i i ~Y sd~s~ gr=` _ / ~_ e ~~ z ~~~o b. ,E ~B~oAa ~ o x g : ~ • "A m _y'rD~CB ~N~~~h 8 e N ~ P ~ °-®° ~ ~ ~ ^ e MILLER RANCH ROAD Record Documents ° - IMPROVEMENTS Carroll st Lange = -_w~_ ~._ n ,\ __ _ ~, Professional EVglneers 8 Lantl Surveyors 3 0 R 3985 South Lincoln Ave Suite 250 ~ "]nA^ Lovelantl Coloratlo 8053] ' c ReMnme medtf Bate By Pk • pan ~ w ~ ~ ~ RIGHT OF WAY PLAN `/ PHONE (9]0)292-5635 ^„e,,.w, ~~ FAX (9]0)292-5639 SEE MASTER RENSION/TRACKING TABULATION WWW CARROLL-LANCE COM p aw b B d10 Lnetl,M B ^ ~" n 1 -e vl n N 1 ~ n~ ~_ o m 1 ~ 30 30' n ~ a e rn I N n "~'o I m o ,~,~<o \ I b N O n O / ~ vm0 P•~4270\CONSTROAD PLANSW270-CMGBUS.dwg, 12/28/2007 9:52.51 AM, II-03, 1:2, Carro118 Lange, Inc s ~ - r C ° m m ~ ~ ~~q~ . z m y D ~ > O N ° cT y',a'O oa $ : x '~a~ io ~ x °n m ~n ~ BOw 7]04 20~ ~m Om J ~ TBC~ / U m ~ u R m u m D O n (n EOA JOa 08 ~ ~ _ ~ u u °w A Z m ~ s ~ o / ° _ rn f m F p m z m - ~ / ° /lO n~~ ~y Z ym~ry. °o SAWCUT ME I IELEV.727292 N \ ~° r U~~^ ~m ~` 'I~ ~o ~n m -mom 2~ g ~ 1~ ~- » ~ ~~ ~ a r i _ Z n ~ _ _ ~~ ~ ~ F m J A O J U J O r O 0 ~ _ _ _ _ ~ ...~O _ ~ 1 G O A N ITl A ~ O ~rZ233_a0 I __ 7 A P ~ 0 Z w O < 9+ \ 't m D ~ \ BOW 727688 ` _ II II- n N I D O ~ IBC 7236.fi9 EOA. 7]36.32 O D ~ -~ O 1 ° SAWCUT M E lit EIEV 72 6 SS J li II N + 1 1 ~ iw Q O J O 1 V N 1N ~ O V J N N N W N N N C) ~ (.] N O (n O O o No______ / --moo UI f i (~ ~ . l ~Y 4 y ~ $'~ v\\ i i> ~~ b \ ` ~ \ ~o~, ~ \~ ~' S~° 111 1 ` 4~i "$ 111 {~ 1 i; ~ 1 ~ i r, N ttt~~~ 1 x~ '~ 1 11 L l 1• Y.iS 1 \ 'Lit II 1 m~> ~ ~r w ~ 1 F r i - / _. s \~~.° J N W N .~ F 4uJ~~ m awe n i H$ ~y ~~8~ ~ 'a~. ~~ y ~3~Rrw <~~ 4 u~m J S } ~~ ^~ ' ~~ . ,~~s' 1~ ~~ /O~' ~; ~`~~, jj ~(~~x •,4 n1°j UI i No- ---__ ~~ '_ o P51 r 1 -~ ~. _af = m n ~ I / = n ' Eoc 7271 5 ~ i=e ~ } T~'>o < ~ I-; ug~z mz ~ O L-723015 ~ Q 31 A ~ N x ag N r~ - ~ - ~T ~ N 0 '1 N Z AO ~ O N ~ ' ~ w~ T L~ a~ e ry D D mm o C7 )I BOW 7232 20 I 0 j j mm ~w I ,-, m~$ ~ BOW7277 O9~ ~ ~~ fBC 7232 97 o °K ~ i ~~$ ~$ ~ ~ t ~ v \\ ~' II I ~ N ] 78 ~ FOA 711164 ~ ~ II II O W mNm u . ~ ~ ~ ~~ ^;~ i_° ~~ ; .'~ . 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"°~° '°`~ ~~ N N ~ Proresslonal Engineers 8 lantl Surveyors _ "`m ~n'.e .°,.'r' m 3 g o ~ _ - \ 3995 Soutn Lincoln Ave Sulfe 150 L°velantl C°loratl° 90531 / N 0 ra[ m/'^ ~~'w 1 Raxxone "~~ 0°la w 9y Gk ~~ ~ ^ x.,r. ea CMC BUS STOP F^ON91(9] g)? 56-9635 gE NASTER REM610H/TRAO(ING TABULAPON ~ "°"~° ^° DETAILED PLAN www cARRO~L-LANCE coM o ~ a layo cn~~ e o P \4270\CONST\ROAD PLANS4t270-PP-ES.dwg, 1288/2007 9.53:02 AM, IF03, 1.2, Carroll & Lange, Inc. 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' K "'~ .~ ~ - ~ ~ Prolesslonal Enpineers8 Lan0 SUrveyo~s , rA. „„~ mawcm memo „e.e,n mo o ; HIGH SCHOOL ROUNDABOUT TOR ER 39655outnllncolnAVe swrezso lovelarW orado 8053T COl \, ~ fl. ~~,r~n e.„.,,, r norm ool. +. ey o. c.. ,..m ~ ~ M SEW S (( ) FAX ~9~Oj 242-563935 uAS7ER RENSION/TRACKING 7ABtILAT10N $EE o„„.:o Irv PLAN & PROFILE WWW CARflOLL-LANCE GOM ~, M a fMO Gecvai B O P~\4270\CONSTSTORM PLANS\4270.STM-RAB tlwg, 12/28/2007 9:54:33 AM, N-03, 12, Carroll & Lange, Inc ' ( I ~ Q , IV ( I 10 I , VVV N N V IU O r~A O , CAF C >< R'F fl~R ~g 7 ' I ~ 9g p R~~~ / / - f ! ~ ~ I I ~ ~~pp $ i ~ ! ~ gd ' I y ; 5 ~~ ~ i ~ ~ / ~~ + ~ I G ' \~ /; j I I I I \ ~ 8e ~ • ~ \I , t F a y r I i ~ ~I~ ~ \\ T'i~ / • ~ f jLi I q ~ I t ' ~ (T ~ I i I ;a ~a / ~N~~w. ~~ r~ ^ ~ i ` ~ , 3"'..a4 ~$ B ~ it ~ , n°~ mN ~/ , / ~ + , a \\ ~o mn ~ ~, N) o __ _ _ __ __-~_ _ -- -~_ - ~__ __ _ _ I ' Q~~- _ _ E O 3 ~ i i i ~ y I I m~ m n / g YY ~ r R ___ ___t_ _ _ ~~_ _ _-~_ __ -__-_ __--_ y _ 1 n f; m / ~ }t O N O T ~ t _ - ._______ C] / { i i ~ I ~ I z - ~ ~ I G ~ I ~ B' DOVER f ~~ ~ a~ I i i ' ~ m I ~ ` ° ~ 9 w t ~ ~ I ~, c .. ,. 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' a go ~ ` ) ,/ Y s- 1 ~ / I ~~~~D ~ ~ 4 ~ 1 ~$ uom ' ' N p 9 € ~Ag m ~ &~ ~€4N' ~ `~ I , i .,» ~ o ~g~~$~ - ~ ~ r~ 9g C~ 1 a a'" I $~ R y~ 0 3~ o X Y x i i i I ~ ~ u, u,Ha ~ z ya« g~€ a~ ~ ~ ~ ~ \ ~ ~ ~ o ~ o ' ' ~ ~ ~ ~^o'2s ~ ~ - R V b a ~ u, R ~ ~ ~ g g F g ~~ _ ~ ` ~ a : ~ o a ot~ _ ~ ?vao ~s Via. ~ ~ a a ° r g ~ ° e ~ MILLER RANCH ROAD Record Documents IMPROVEMENTS Carroll 6t Lange = u ~ `,~' ~ c - MC BUS STOP ~ Processional Engineers 8 LanO Surveyors 3985 Soutn Lincoln Ave Suite 250 Lovelantl Culoratlo 6053] "PHONE (970) 292-5635 qc ~a[ ~^ ws„n r q~w~ana oNM Oats ~ 9y oq Cn4 _ w~ ~®~ .W „n ` p arr• m FAX (9]0) 292-5639 W SEE NAS7ER RENSIIX J~TRACKING TABULAPp! p ~,~~, p• p ~ SIGNAGE AC STRIPING WW CARROLL-LANCE COM On eE a GMO CneNeE B p P•W270\CONST\SIGNAGEkt270-SS-ES.dwg, 12/28/2007 9.54:56 AM, 1403, 1 2, Canoll 8 Lange, Inc. / , ~pF r.,., ~ ¢p 9 ~~~ a~ a -- cyg ' yw ~ ~ p R - N \ ~\ 't ~' . ° vb ~ g~ ' RbgQ ~y°OC ~ ~ ;,e ` \ - , ~ ~~ \ 1 L a N ~ a o9 ,~ m -~ = x a~ ` ~ °~~ _.~.~z - ;~ £ .`\\ Om Om ~ •r . 00 ~ a $ £ \ ,, m -L , 3 I A m , D ~ II ~ ' x - ~ 'f j °011 d ' °~' ~ =g f ® ~ ~ ' = ~ 0~1 a N~ o Imfl ~ ~ p , Nw~~ g= - r r , <r • ~ w o p ; I O~^ , , er ~ ~ I I ~~ ~~ -, ;` I 4 a~ J z F j _I Q ,nic~9L`O I I ~'~v t r ~Y~m~Ao n~'"~~R -~ I I "'c~ `~ ZC ~m ~~° i 9~ ~ ' J 1 \~~ { ~ ~ I J , s \ ~ \ ~m ~m I 1 \ = 7C ~ I ' I ~~ O ~ O ~ t\1 O I ' ` I i S r r I I I f ! / ~ ~ I ~ ` 19q I +e> •, 1 I I ~ ' I ~:04~4 V F'o; ~~ i r ggm I _ x,pa ~F~R f ~ r ~ m 11 r f , ~ 8" a .-',~~ 2- 1 as 11 I ~ ~ 'FF ~ i4 ig I ~ ~ I 1 ~ w4~{ ~ \ Tmz ~ S \ ~ r° ~ ^• - 5 \ Sv~t \ zu$ ~ j~ i ' 1 \ 9 \ - ~ 1 \ ` ~\ 1 i L ~ ~~ Y; p B / o 1 ~ ~ \ ~ ~ \ ~ Q : ~ L\ \ ~ \ ~L\~ ~ l ~ ~~ S m g \ , '. R'm o~ '~' n, v r~ a O I I t IKO ~ r"Y:A 11n$~~zn, ° tl ~ I y N ~ ~, ~ ~'~ ~~ ~o ~u $~p ^ ~ ~ a~i SOB I I a.1 ~ /' ~ f 4 p a p u ~ gBn~X~ ~md I nq ~m D 8 nsa~ ~ a a \~ am m ~$C $ ~ y q8q Q ~ y 7 ~ 7 N ~nG _ ,~ O~ n X{ o~ n n ~ n ~V\~~V ~ o ~ 7 ~ ~ i ~ ~ ~~ ~ r r i ~ _~ ~ ., ' R ~ ~ ~ s ~ ° MILLER RANCH ROAD ecord Documents • i ' i • ° e a - IMPROVEMENTS Carroll ~ Lange= nm..o .. ~ "' s P ~ ,~. ~~ g : ~ ~ ELEMENTARY SCHOOL \ Professional Engineers 8 LanO Survey°rs 3985SomNLlncolnAVe,SUIte250 Lovelane c°mraao aos3] ~ ~ R° ~Lm.nman [ R.Hem. erom om. +"~ ey E _ _ °°~~"°~ o ,..,...e ~ $IGNAGE QC STRIPING PHONE (9]0, 292-5635 FAX (9]f)292-5639 SEE NASiER REWSI ON/TRApCING iABULAiION p n°,,.e .. ~ ~'° PLAN WWW CARROLL-LANCE COM Dex eE B CAfe CM1ede3 B O P:W270\CONST\SIGNAGEW270.SS-HSE dwg, 72/28/2007 9:5506 AM, II-03, 12, Carroll & Lange, Inc ~ ~ ' 7 1 I / 1 1, u9>~O r ~ ~I uoi~i9 Il / 1 i _N4 1 _ 1 1 gi~~ m 111 I 'loifl L`~ n r / I / 1 o~t~ r / 1 ' z~ / _ I ~N~ , I 1 ~ , I 4 I 1 ~ o I I ~ 1 .i~, ~ I O °oR O 1 I fr I r S' ~Nt~r~ k 1 1 a~~ =o i I ~Y34~ ~ - i i f ' 1 1 I ~a$ ,1 i eq~Y a v§ ~ , i d s'=tea, p= i i i m~R a ~ I I I Aim ~~~ i i ij ~~^ , I ~m r 1 I ' I 4a I r 1 f ~4 i ~ 1 ~~ ~ 'a i a~ I 1 ~ ' p~Y~~~ by i 'E~L.I i ~ «cf m~ m~i~rn ~~~ O =$ ~ Illl ~ f ~n~ ~~ ~ ~~E ~ F ~ I I (t mgr"off S~yd'" ~' i i , .4o°~b m4~ ~ I - I it - -- ~~ ~ ~mm ~ ~ / b 0 ;~ o~N ~ 1 ' Fin>$`~ °mNr~ 1 s 'D 8°C - --- ~ o I r a - ~ HIGf{ ~ ~, f( a- ~c'"°releEaa~rs- EAST ACCE 5 • 1 ao e 1 f~ ~$-'~'r~At:143r I ~ ~'~ I ' 1 >nc° I^i I ~ F 1 1 nu3 I F i I j f ~~ _ ~ F I _ m I /1 f f nom a $o ~N ~qq$ \ E ~~ ELm x I ~1 ~ ~ ot"i c4 ~ia~:i ~nn~'n I I t~ I ~~ b b ~ ~ ~~ ° ~ ~ o a I 1 bA~ b _ - ~ z ~~ iE° E'm€~€ I ~ + S~f C o~R wo a ~ 1 jr x^~' ~,,/ 4ab I i i ~~ O RN'= ~ ~~" s I , ob~ / t S.w~c , ~ ~ ~g~4 o r- o y '~y tlj~ =9: ~zR g-a~ A ~ ~ w y a qa ~~> ~ f ~ ,~~ ~4~ v i r 1 1 / ' J 6®e-. ~ ° ~ ~ MILLER RANCH ROAD It Record Documents - IMPROVEMENTS Carroll st Lange = '_~;°..~~. - u u ee . , \ Professional E~pineers 8 LanO Surveyors wa ~~ ~,~ ~,~ HIGH SCHOOL 3985 South l Incoln Ave 6uite 250 [MU tbxn raeun rr/nM as .w.m N ~ S Lovelantl Coloratlo 0053'! Re Rannena pate By Cn4 ~ ^ enr.av V EAST ACCESS " PHONE (9]0)292-5635 p „a,sa e. J W c SIGNAGE AC STRIPING PLAN PAX (910) 292-5639 SEE MAS7ER RENSION/TRALKINC iA&ILAiION W W W GARROLL-LANCE GOM pan b B G1de CneheE B ^ Ng P:W270\CONST\SIGNAGEk1270.SS-RAB dwg, 12/28/2007 9:5511 AM, II-03, 1 2. Carroll 8 Large, Inc O i o B~ 4~ ~ g "' ~' a ,~ xcn ~a ~.. ~ jomc~ !,' son:'" A ~~~~ i gm~~~E !~ ~V'_t ~1 ' X {~' y O g~ O awe ~` ~NO ~^!• e ~ ~yd' ggii~ ~ ~ N y~ ~ N A f dd rR r ~ t { ~ ~4 ai6 xN ~ ~ ° k f 77 P~9~;E y O N~4: _ _ _ ~ ~~ o ~~eo~Ed ~o~~ .~-~ ~~ N~~ a f j o f- '~ 3wf'~ -~'~° it ~w'yE .~ ;,~c _ l Viz' ...,;, og ~» .e u, ~ w N o - t G t^~ mf S~ _ ; ~ ~ ~ ~~ ~ v~ xNO ~ E~ xm ~ xa= ' ~ ,~' .~aF F ~~ ~. ,~ w r ~- _ B .~ el .. J ~ ~~4A~ i gear - _ ~ 11 G `~' - _:32 ~ ~~ ~ p~°d o~ ~~~ vr'ti ~ 1 xr:~ -e.4 ~~ ,aa~ s wm,= ~_m~~ m~ ~ t n~my ~~ >v` .,~ 7 j _ ~~o~o. # :3~y r„ ~°A°3 ~'"A~m f E ~S~_ ~8.~~~N ri~~ ~ f i~' ~i Yp ~ Q*~'UI`SvO mnA~~ 9:~~$ ~ ~N~o~~ ~ 8~~~: it , s.m~ o~ r v? g~ =a~ fr - ; ~cn ~w~ ~- ~ ~ ; ~: `< ~:~° ~Q a 8>Rg~ q v~ ~ ^ i i 'b ~v ~:' ~ 9s ~E ~ sm v v a mo y z$~ s '~ ~ 4 ~ ~ ~ ~~ • ~ s ' # w m~ m ~e m m 6-®a. ~ ~ ~ ~ g ~ ~ g° e ~ MILLER RANCH ROAD Record Documents ° - IMPROVEMENTS Carroll ~ Lange = -°~,~s u ~ ~ ~ , \ Proreasi°nal Eypineers 8 Ldn~ Surveyors a ~° ~"m ~~ ~,~ - HIGH SCHOOL ~ 39R55°umLincolnAVe smrezso ~ ~aE~^m.na ~~rom w ~ ^a ° L°vel°ntl Colorado B053Y xc r Re..xan. 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TaH A+ a ~~ ~ ~ 7PQq ~L ~ a c b ~~ '~ ~ C - e~~~q$ 4 S s, ~~~'~~ i8 ~ ~~ ~ ~ ~ L-' ~ > z S 8 9 Q ;!x ' 36 °~~apn za ~" O ,z W o G ~ ~ m ~~ ~ I ~ ~-i ~ d ~' ~, - e {A { 8Aq ~ ~ I I z~ r m _ i ~~ An € ~ ~Y ~ ~ I R 11~ ~ m ~ 0 ~ ~ ~ ° !~ ~ MILLER RANCH ROAD Record Documents ~ "' N _ N IMPROVEMENTS Carroll ~ Lange = ~~ ~:~ ~ o ~ Prolesslonal Engineers 8 tantl Survey ~s , ®~ M6 ~ eW,p ~ ~ e \ ~ _ ' EROSI TRO ET C S \ 3985 South Lincoln Ave Suite 250 Lovelantl Coloratlo 8053] , No iac op.Rtr ~aM r Rexnme ~~~~ Oate ~ By ew CN4 .~ `pawner:o ON A ON L O II PNONE 9]0)292-5635 FA% (97 )292-5b39 SEE NASIER RENSIpI / TRACI(ING iABULAnGN p,,,,,~a wu u WWW CARROLL-LANCE COM Oew neE By d10 CNedeO B p [1 rw N 1O1s ~ c.wwewww 6Va•PaMJ OYq BP° °0 NOLLtll09Y1 'JNINJVal/NDISN3tl tl315VR 335 W0030NV1-llOtltlVO MMM be95-Z6Z (OL6) XVi SE9S-L6Z (OG6) 3 NOH d SlIV130 WZIOlS ~ 1332J1S 1VL13N3`J n ~w ua .w•wa O nwJ R6 ale0 '"atl O a B opeaolo0 Pu I ^ ~ LEa0 , ` b ~ e '~• _ ~~~ ° ° + lppr(u 0 oPSZ aun5 uloaull ulnas SB6E s• A S Puea g saaaul6u31eualssalPld ~ ~ ~ n ` "" "~~_ ~ w M ~ 8~UL1 ~ ~~OJJL~ " S1N3W31~021dW1 - ' s}uawnao ~o~aa aV021 H~NbLI a3lllW ~ o ~ s ~ Q p , U ~ ~ a N J " M ~ ~ W+ m N ^ ~ ZNNN In ~_~ 4J O N -.. a \ i '< i ~ MO M +Nr7 yV OCC ~ ~• ~ ~ ~ ~ N ~ ~ VI V10H ~~ ~ ~ N NO + ~ / Np1 " ? ~ a ~ H VI LLI a j p y rn O'- •.`!.~.. ¢ . N O + ~ J ~ ~ ~ ¢g 8 i3 :f3 ~ $ J .~ \}TN €:~ ~ ~ ~ +~ ~ p 0p -F~~~ ~ 5yo ~ + kK w a ~ p, ~ a N O b W ~ ~ r I ° f ~ ud ~'`,~,,, ` . x P ~,° J U .- m o ~ H O ~ ~ ai'~~ o Xbry l S ~ p J ° p3J 0 on 'g ~ ~ Z W `•V o aw 0 a j ~ d NN , Qf ~~ ~ N~ n O+~ ~ ~ N II F N ~ VI O N W ~y O_ I L - M0~ ~ Z ~d ~ ~ l~ Mlb HVl Ino .N L.L ~ Z 07 ~ ~vi NOS s // o ~P~ sLL ~ ~ C ~ Q ~~ ~~~ ~ m~ o U~ ~ 1 W d~~ a.s( ~ ;~ M ~a m~ ~~ W J ~ a a ow J ao~ Q U ~ aw N ~ \ O ~ II Z+ ~ .~ ~~. X Z II M F. I ~ N w b s m~ x W (j ~ an Z H u~iao N ~ Xb_ ~ r='_ a ~I ~ ~ O .- ~ ~ a ~ 8 n ~~£ a ~ N '7\i~~`~~_i9 ~ >~I^~ ~ O ~ = LL ~ x w ~ _ p ~ W ~+ ~~ ~ CY ~ N ~ O w ZN^~ NV) MMO NM1^ O ~W d ~ a II ~ ~ N - N Ip M Q II InOF ,_-_-__'- _ __ \y N V ~ c~ ~ F ~ CO ~ ~ N -11 H I U ~ --* ~ _ l - ~ , ~ ... ~ J in W "\~ ~ Z ~ - sP i ca \o m q ~ 7yRy '3$ 6 '6 O F- E I C!~ ~ ~~ ~ m ;' ~ N ~~ ~ Z U Z ~~. ~ m4 tiQ ^ C ~ C U r ~ ~ !! FS ~ (il Ul W Q ~ rrr...~~~ '(.5 O ~ n N d€~os~ V < s t U ~ / y {. 4v ~.J~ v ~u~ u ~5 i 8~:~i= ~aJ~ r >' ~ N 6 Z ~ o 5 `WN S ~ ~ ~ -II ~ r~a~~oo u, a~$o \ m c N O ~ ~ ~ ~¢~Je _ N~'[Swi~ ?pry ~ EM H OJO 0 ~ NO ~y ~, 'W I!1 V, ~ ^ G x ~Zw ~ ~~ ~ ~~ u NNO h 0 _ ~O~ + II ryM ~ W ~ J a Z / i ~_ °i^w a N ~ ~ ~ ~ ,~ '"~ ~o8ms>i N U Who J<~m ~' U aul 'a6ue~ g Il~a~ 'Z~ ('E011' WV E (~LS•6 LOOZIBZ2 ('~P W1S-134"OLZNSlIV130LLSN00\OLZb1~d Exhibit B -Construction Costs # Descri tion Cost 1 CMC Bus Sto Im rovements $123,791.39 2 BMHS East Access Im rovements $148,442.95 3 June Creek Elementa Im rovements $276,734.71 4 BMHS Roundabout Im rovements $663,207.02 Total Construction Costs $1 212,176.07 Enclosure: Contractor's Bid Sheet, dated 02/19/2008 (5 pages) 3:.i l r f; ' j ~ ~. ~;r P.O. Box 1729 . { R.. ~, ~''::: Edwards, CD 61632 ~ ` ` ,~' ~. 970-926-3311 n'~ ' ~ ` Fax 970.926-23dd To: Eagle County School District Contact: Donovan Address: 0757 3rd Street, PO Box 3133 Phone: 328-6321 Eagle, CO 81631 Fax: Project Name: CMC Bus Stop Improvements Bid Number. Project Location: Bid Date: 2/19/2008 Line # Item # Item Description Estimated Quantity Unit Unit Price Total Price 1 201 Clear & Grub 1.00 LS $2,437.50 $2,437.50 5 202 Removal Of Pavement Marking 81.00 SF $6.41 $519.21 4 202 Removal Of Tree 4.00 EACH $200.20 $800.80 3 202 Remove Asphalt Mat 50.00 SY $17.15 $857.50 2 202 Remove Pipe 31.00 LF $28.42 $881.02 6 202 Sawcutting Asphalt (6") 453.00 LF $2.42 $1,096.26 8 203 Embankment 308.00 CY $45.04 $13,872.32 9 203 Proof Rolling 5.00 HR $157.68 $788.40 7 203 Undassified Excavation 117.00 CY $37.36 $4,371.12 10 207 Topsoil 102.00 CY $29.50 $3,009.00 14 208 Conc.washout Structure 1.00 EACH $771.79 $771.79 11 208 Erosion Bales(WEED FREE) 25.00 EACH $31.91 $797.75 13 208 ERosion Control Log 8.00 LF $13.80 $110.40 12 208 Silt Fence 369.00 LF $3.67 $1,354.23 15 210 Reset Ground Sign 1.00 EACH $280.99 $280.99 17 212 Seeding(native) 0.20 ACRE $3,848.25 $769.65 16 212 Soil Preparation (spedal) 138.00 CY $26.28 $3,626.64 18 213 Mulching 0.20 ACRE $3,848.25 $769.65 19 304 Aggregate Base Course(class 6) 167.00 TON $45.14 $7,538.38 20 403 Asphalt SX-58-28 68.00 TON $106.06 $7,212.08 21 411 Emulsified Asphalt 13.00 GAL $16.69 $216.97 22 412 Concrete Pavement(6") 97.00 SY $80.17 $7,776.49 23 506 Riprap(12") 3.00 CY $300.15 $900.45 24 601 Concrete 29.00 CY $372.00 $10,788.00 26 608 Conc. Curb Ramp 27 609 Curb & Gutter Type 2(Section II-B)(Special) 28 612 Delineator (Flexible)(Type 1) 29 614 Sign Panel (Class 1) 31 614 Steel Sign Support (ZS/2"Round Sch.80)(post & Slip Base) 30 614 Steel Sign Support(2" Round) Post And Socket 32 620 Sanitary Facility 33 625 Const.Surveying 34 626 Mob. 35 627 Epoxy Pavement Marking .36 627 Thermoplastic Pavmnt Marking(x-walk Line) 37 630 Traffic Control 'F!!!9D' 2/19/2008 2:42:46 PM ,~?. ~~ 14.00 SY $97.39 $1,363.46 297.00 !F $26.13 $7,760.61 10.00 EACH $119.04 $1,190.40 15.00 SF $33.83 $507.45 11.50 LF $92.58 $1,064.67 10.50 LF $74.46 $781.83 1.00 EACH $372.00 $372.00 1.00 LS $3,848.25 $3,848.25 1.00 LS $17,146.77 $17,146.77 2.00 GAL $141.10 $282.20 96.00 SF $17.96 $1,724.16 1.00 LS $15,392.99 $15,392.99 Total Price for above Items: $123,791.39 Total Bid Price: $123,791.39 Page 1 of 2 - ~ ~~ kXC7lV,'l"11.NG u - '' ~ ~_ ~~ ~: j ~~ M ~~ ,~~, , 1 ~' P.O. Box 1729 Edwards. CO 81632 Ph. 970-926-3311 Fax 970.926-2344 To: Eagle County School District Contact: Donovan Nolan Address: 0757 3rd Street, PO Box 3133 Phone: 328-6321 Eagle, CO 81631 Fax: Project Name: BMHS East Access Improvements Bid Number: Project Location: Bid Date: 2/19/2008 Line # Item # Item Description Estimated Quantity Unit Unit Price Total Price 1 201 Clearing & Grubbing 1.00 LS $5,073.77 $5,073.77 4 202 Removal Of Asphalt Mat 123.00 SY $24.91 $3,063.93 6 202 Removal Of Pavement Marking 298.00 SF $6.81 $2,029.38 3 202 Removal Of Pipe 40.00 LF $47.51 $1,900.40 2 202 Remove Fence 359.00 LF $3.60 $1,292.40 7 202 Remove Ground Sign 1.00 EACH $169.87 $169.87 5 202 Remove Tree 2.00 EACH $385.05 $770.10 8 202 Saw Cutting Asphalt(6") 959.00 LF $2.57 $2,464.63 30 203 Embankment 112.00 CY $86.45 $9,682.40 11 203 Proof Rolling 5.00 HR $167.39 $836.95 9 203 Unclassified Excavation 307.00 CY $49.15 $15,089.05 12 207 Topsoil 89.00 CY $31.72 $2,823.08 15 208 Conc.washout Structure 1.00 EACH $806.93 $806.93 13 208 Erosion Bafes(weed Free) 45.00 EACH $37.84 $1,702.80 14 208 Silt Fence 980.00 LF $5.14 $5,037.20 17 210 Reset Electrical Vault 1.00 EACH $9,614.27 $9,614.27 16 210 Reset Ground Sign 4.00 EACH $241.83 $967.32 19 212 Seeding (Native) 0.20 ACRE $6,808.97 $1,361.79 18 212 Soil Prep.(special) 235.00 CY $30.14 $7,082.90 20 213 Mulching 0.20 ACRE $6,808.97 $1,361.79 21 304 Agg.base Course{class 6) 267.00 TON $48.03 $12,824.01 22 403 Asphalt SX 58-28 194.00 TON $116.33 $22,568.02 23 411 Emulsified Asphalt 35.00 GAL $7.59 $265.65 24 412 Concrete Pavement (6") 54.00 SY $77.11 $4,163.94 2S 603 4" PlasFir Pine 1.92.00 LP $22.43 $4.306.56 26 27 28 29 30 31 32 33 34 612 614 614 620 625 626 627 627 627 Delineator(Flexible) (Type I) Sign Panel (Class I) Steel Sign Support(2" Round)(Post & Socket) Sanitary Facility Const.surveying Mob. Epoxy Pavement Marking Thermoplastic Pavmnt Marking{Word-symbol) Thermoplastic Pavmnt Marking(X-walk-Stop Line) Traffic Control 12.00 EACH $229.12 $2,749.44 14.00 SF $43.17 $604.38 21.50 LF $36.76 $790.34 1.00 UNIT $817.07 $817.07 1.00 LS $5,719.53 $5,719.53 1.00 LS $6,070.06 $6,070.06 11.00 GAL $149.80 $1,647.80 81.00 SF $20.43 $1,654.83 84.00 SF $19.07 $1,601.88 1.00 LS $9,528.48 $9,528.48 Total Price for above Items: $148,442.95 Total Bid Price: $148,442.95 35 630 s 2/19~OII8 ~34 PM Page 1 of 2 f ~~ ~ ti ~ ~ ~. s :,;-~ ~-~ .~ ~ ~~ ~ ~' s: '~` ~, , P.O. i#ox 1729 Edwards, CO 81632 Ph. 970.926-3311 Fax. 970.926.2344 To: Eagle County School District Contact: Donovan Nolan Address: 0757 3rd Street, PO Box 3133 Phone: 328-6321 Eagle, CO 81631 Fax: project Name: June Creek Elementary Improvements Bid Number: Project Location: Bid Date: 2/19/2008 Line # Item # Item Description Estimated Quantity Unit Unit Price Total Price 1 201 Clearing & Grubbing 1.00 tS $5,642.32 $5,642.32 5 202 Removal Of Curb & Gutter 670.00 LF $11.29 $7,564.30 3 202 Remove Asphalt Mat 75.00 SY $33.33 $2,499.75 2 202 Remove Ground Sign 2.00 EACH $139.89 $279.78 4 202 Remove Inlet 1.00 EACH $1,364.96 $1,364.96 6 202 Remove Pavmnt Marking 244.00 SF $6.25 $1,525.00 7 202 Sawcutting Asphalt(6") 670.00 LF $3.52 $2,358.40 9 203 Embankment 143.00 CY $81.92 $11,714.56 10 203 Proof Rolling 5.00 HR $170.20 $851.00 8 203 Unclassified Excavation 1,098.00 CY $28.56 $31,358.88 11 207 Topsoil 43.00 CY $103.05 $4,431.15 14 208 Conc.Washout Structure 1.00 EACH $1,131.84 $1,131.84 1Z 208 Inlet Protedaon 2.00 EACH $435.67 $871.34 13 208 Silt Fence 910.00 LF $4.64 $4,222.40 15 210 Modify Manhole 1.00 EACH $1,257.93 $1,257.93 17 212 Seeding (Native) 0.10 ACRE $6,249.80 $624.98 16 212 Soil Prep (special) 448.00 CY $24.49 $10,971.52 18 213 Mulching 0.10 ACRE $6,249.80 $624.98 19 304 Agg.base Course(class 6) 510.00 TON $42.21 $21,527.10 20 403 Asphalt SX 58-28 277.00 TON $109.28 $30,270.56 21 411 Emulsified Asphalt 51.00 GAL $5.61 $286.11 22 412 Concrete Pavement (6") 133.00 SY $72.96 $9,703.68 23 601 Concrete 117.00 CY $362.49 $42,411.33 24 603 18" RCP 35.00 LF $203.92 $7,137.20 26 604 Manhole Slab Base(5') 27 608 Concrete Curb Ramp 28 612 Delineator(Flexible)(Type I) 29 614 Sign Panel (dass I) 30 614 Steel Sign Support(2" Round)(Post & Socket) 31 620 Sanitary Facility 32 625 Construction Surveying 33 626 Mob. 34 627 Epoxy Pavement Marking 35 627 Thermoplastic Pavmnt Marking(Word-symbol) 36 630 Traffic Control EI^.~~l4-` ./~ 2/19/20b PM 1.00 EACH $6,579.54 $6,579.54 50.00 SY $90.08 $4,504.00 8.00 EACH $280.07 $2,240.56 50.00 SF $37.50 $1,875.00 74.50 LF $31.25 $2,328.12 1.00 EACH $999.97 $999.97 1.00 LS $4,999.84 $4,999.84 1,00 LS $18,252.16 $18,252.16 7.00 GAL $137.50 $962.50 162.00 SF $17.50 $2,835.00 1.00 LS $18,186.92 $18,186.92 Total Price for above Items: $276,734.71 Total Bid Price: $276,734.71 Page 1 of 2 'j ~i dd~ ~F G ~ '1 ~. h ~ G ~ 'E fYXC11v~4~fIJyC~~s,. ~~ = i ;~": .;.bra: r. '., a ~~ ~ ~ V °~ x , iA ~,, ~: ,_ ~f'" P.O.Box 1729 Edwards. CO 61&~ P~,. 97agzs-~1 Fax 970-926-2344 To: Eagle County School District Contact: Donovan Nolan Address: 0757 3rd Street, PO Box 3133 Phone: 328-6321 Eagle, CO 81631 Fax: Project Name: BMHS Roundabout Improvements Bid Number. Project Location: Bid Date: 2/19/2008 Line # Item # Item Description Estimated Quantity Unit Unit Price Total Price 1 201 CLear 8c Grub 1.00 LS $5,912.17 $5,912.17 5 202 Removal Of Asphalt Mat 1,157.00 SY $6.67 $7,717.19 6 202 Removal Of Tree 4.00 EACH $182.68 $730.72 2 202 Remove Fence 177.00 LF $1.36 $240.72 4 202 Remove Ground Sign 2.00 EACH $51.75 $103.50 3 202 Remove Pipe 149.00 LF $22.06 $3,286.94 7 202 Saw Cutting Asphalt(6") 476.00 LF $3.15 $1,499.40 9 203 Embankment 957.00 CY $49.03 $46,921.71 10 203 Proof Rolling 10.00 HR $158.86 $1,588.60 8 203 Unclassified Excavation(CIP) 1,832.00 CY $26.93 $49,335.76 11 207 Topsoil 272.00 CY $21.11 $5,741.92 16 208 Conc.washout Structure 2.00 EACH $723.85 $1,447.70 12 208 Erosion Bales (Weed Free) 37.00 EACH $31.84 $1,178.08 13 208 Erosion Control Log 50.00 LF $9.11 $455.50 14 208 INlet Protection 3.00 EACH $125.55 $376.65 15 208 Silt Fence 1,305.00 LF $3.92 $5,115.60 17 208 Stabilized Const.Entrance 2.00 UNIT $757.38 $1,514.76 18 210 Reset Monument(Type 3A) 4.00 EACH $1,008.47 $4,033.88 20 212 Seeding (Nat9ve) 0.50 ACRE $3,781.77 $1,890.86 19 212 Soil Preparation(Special) 975.00 CY $18.89 $18,417.75 21 213 Mulching 0.50 ACRE $3,781.77 $1,890.88 22 304 Agg.Base Course (Class 6) 1,098.00 TON $32.93 $36,157.14 23 403 Asphalt SX 58-28 613.00 TON $91.41 $56,034.33 24 411 Emulsified Asphalt 113.00 GAL $1.33 $150.29 26 601 Concrete 85.00 CY $365.57 $31,073.45 28 603 18" RCP 937.00 LF $76.03 $71,240.11 29 603 18"RCP FES 3.00 EACH $912.50 $2,737.50 30 603 24" RCP 196.00 LF $86.28 $16,910.88 31 603 24" RCP FES 2.00 EACH $973.65 $1,947.30 27 603 4" Plastic Pipe 156.00 LF $28.74 $4,483.44 32 604 Inlet Type R L5 (5') 3.00 EACH $4,814.26 $14,442.78 33 604 Manhole Slab Base (5') 4.00 EACH $3,463.91 $13,855.64 34 608 Concrete Curb Ramp 47.00 SY $80.75 $3,795.25 36 609 Curb & Gutter Ty.2 (section I-B) 426.00 LF $25.87 $11,020.62 37 609 Curb & Gutter Ty.2 (Section I-B)(Special) 220.00 LF $27.00 $5,940.00 35 609 Curb & Gutter Ty.2 (section II-B)(Special) 1,122.00 LF $27.43 $31,337.46 38 609 Curb Type 2 (Section B) 167.00 LF $35.40 $5,911.80 39 610 Median Cover Matl.(Pattemed Concrete) 3,283.00 SF $12.99 $42,646.17 41 612 Delineator (Flexible)(Type III) 3.00 EACH $72.59 $217.77 2/19/2008 2:34:44 PM p~~r.A Page 1 of 2 Line # Item # Item Description Estimated Quantity Unit Unit Price Total Price 40 612 Delineator(Flexible)(Type 1) 16.00 EACH $73.97 $1,183.52 42 614 Sign Panel (Gass i) 154.00 SF $37.82 $5,824.28 43 614 Steel Sign Support (2" Round)(Post & Socket) 86.00 LF $29.92 $2,573.12 44 614 Steel Sign Support (21/2" RoundSch.80)(Post 184.00 LF $32.79 $6,033.36 & Slip Base) 46 620 Sanitary Facility 1.00 EACH $731.14 $731.14 47 625 Const.Surveying 1.00 LS $13,236.20 $13,236.20 48 626 Mob. 1.00 LS $60,385.83 $60,385.83 49 627 Epoxy Pavement Marking 5.00 GAL $138.66 $693.30 50 627 Thermoplastic Marking (X-walk-stop Line) 238.00 SF $17.65 $4,200.70 51 630 Traffic Control(23 Days) 1.00 LS $57,987.18 $57,987.18 Total Price for above Items: $663,207.02 Total Bid Price: #663,207.02 Notes: • Price DOES NOT include winter work or winter conditions. • Dewatering is exduded. • Excavated materials are to be suitable for trenching and strudural backfill. • Bid assumes full access to job site and is based on no more than one mobilization. • Permits, fees, meters, and PRV's are exduded. • Rock excavation as defined by the CDOT spedfications is excluded. • Shoring and false work is exduded. •Sub-excavation and recompad:ion due to unsuitable materials is excluded. • Televising of sewer line is excluded. • B&B will not warranty any work performed after October 1st. • Colored/Stamped concrete is not induded. The question of what pattern and what color concrete will be placed has not been answered. • The concrete for the bus stop shelter has been assumed as a 6" thick pad only. The plans reference architectural drawings which wen: not provided. • Relocation of existing utilities us will result in additional costs for the owner. The proposed locations of the existing utilities are not shown on the drawings and therefore cannot be priced. • Any ifrared patching is not included. It was answered by the owner's representative that Infrared will not be required, even though it is a requirement of the county. Payment Terms: Payment due within 30 days of date of invoice, regardless of when payment is made by Owner phE ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: B & B Excavating, Inc Authorized Signature: Estimator: Mpettit 2/19/2008 2:34:44 PM Page 2 of 2 EXHIBIT C CORPORATE BOND KNOW ALL MEN BY THESE PRESENTS, that EAGLE COUNTY SCHOOL DISTRICT RE 50-J; aquasi-municipal corporation organized and existing under the laws of the State of Colorado, with principal offices at 747 East 3`~ Street, Eagle, Colorado, as Principal, is held and firmly bound unto THE BOARD OF THE COUNTY COMMISSIONERS, COUNTY OF EAGLE, a Political Subdivision of the State of Colorado, as Obligee, in a penal amount sufficient to mare good the Principal's obligations hereunder, for which payment, well and truly to be made and performed, the Principal by these presents hereby binds itself, its successors and assigns. The condition of this obligation is such that if the above-named Principal (1) faithfully performs all conditions imposed by that certain Subdivision and Off-Site Improvements Agreement dated May 9, 2008 between County of Eagle, Colorado and Principal, relative to the Miller Ranch Subdivision and (2) indemnifies and saves harmless the County of Eagle against and from any and all damages or claims for damages, loss, costs, charges or expense on account of injury to persons or property resulting from or occasioned by the negligence of said Principal in the performance required herein, and (3) satisfies the two (2) year warranty period imposed by the Subdivision and Off-Site Improvements Agreement then this obligation shall be void, otherwise to remain in full force and effect up to and including satisfactory completion of the subdivision improvements and expiration of the two (2) year warranty period as set forth in the Subdivision and Off-Site Improvements Agreement. It is further agreed and understood that at all times prior to the completion and acceptance of the Principal's obligations set forth in the Subdivision and Off-Site Improvements Agreement by the County, each of said improvements not accepted as complete shall be under the sole responsibility and charge of the Principal. When it is necessary to allow the general public to utilize the roadways under construction by the Principal, traffic control and warning devices shall be placed upon such roadways by the Principal in accordance with the Manual on Uniform Traffic Control Devices for Streets and Highways as prepared by the U.S. Department of Transportation, Federal Highway Administration. In the event of any inconsistency or incongruity between the provisions of this Corporate Bond and the Subdivision and Off-Site Improvements Agreement, the provisions of the Subdivision and Off-Site Improvements Agreement shall in all respects govern and control. Executed this ~` day of May, 2008, at 747 East 3~ Street, Eagle, Colorado. By: G:~G~i~~P.I.U Pacheco Title: uperintendent STATE OF COLORADO COUNTY OF EAGLE The foregoing instrument was acknowledged before me on this ~ day of Lc , ,~, by John Pacheco as Superintendent of the Eagle County School District. Exhibit D -Maintenance Schedule This schedule shall specify which improvements will be maintained by Eagle County School District RE SOJ (District) and which shall be maintained by the County. During the warranty period, all improvements shall be maintained by the District. Snow removal shall follow the same areas. Reference Maintai ned b # Description Figure Location Coun District CMC Bus Stop, including asphalt, Exhibit A 1 concrete curb & gutter, concrete sidewalk, Sheet 15 of X concrete bus pad, and concrete bus stop 47 shelter ad & shelter. Miller Ranch Road Paving, approx. STA Exhibit A 2 52+00 to 60+07, all asphalt up to concrete Sheets 16- X curb and utter. 17 of 47 Approx. STA 52+00 to 60+07, east side curb and gutter, attached sidewalks, Exhibit A 3 Handicap Ramps, valley pans and curb Sheets 16- X 1 &2 entries at June Creek Elementary School 17 of 47 entrances. Red Canyon High School, approx. STA Exhibit A 4 57+00 to 58+00, concrete valley pan and Sheet 17 of X 2 curb en 47 East Access to Battle Mountain High School, all asphalt from approx STA Exhibit A 5 26+57 to 31+49, and sidewalk crossing Sheet 19 of X and concrete sidewalk connection on 47 south side. 6 East Access to Battle Mountain High Exhibit A Sheet 19 of X 3 School, concrete valley pan. 47 Roundabout at Freedom Park/Battle Mountain High School Main Entrance, all Exhibit A 7 asphalt and concrete truck apron & Sheet 22 of X interior curb and gutter within the county 47 ROW, up to exterior concrete curb and tter. Roundabout, curb and gutter, detached Exhibit A 8 concrete sidewalk and handicap ramps (4 Sheet 22 of X HC ramps) on the south side. (Freedom 47 Park side Curb and gutter, detached concrete Exhibit A 9 sidewalk and handicap ramps (4 HC Sheet 22 of X 4 ramps) on the north side of the 47 roundabout. BMHS side Exhibit D -Page 1 of 4 Reference Maintai ned b i # Description gure F Location Coun District Roundabout interior landscaping within Exhibit A 10 the central island Sheet 22 of X 5 . 47 Roundabout Splitter Islands, on South, Exhibit A 11 West, and East sides Sheet 22 of X 47 Exhibit A 12 Roundabout Splitter Islands, on North side Sheet 22 of X 4 47 Traffic Signage (* any upgraded signage Exhibit A 13 such as larger or custom posts, larger Sheets 29- X* signs, etc. shall be maintained by the 32 of 47 District Exhibit A 14 Striping Sheets 29- X 32 of 47 F'R 61P+:: &AS >- . .., ~. rP cx+~K,i ;na:, ,p' f ~' ~E~Y ~TNEf7~~ r~x~~ ,r a Rwr .:~ t !3al1EA~ /~ r _tr _ / Figure 1 Exhibit D -Page 2 of 4 r ~ <' ..Z~:.~ '~ ' . / ~ ~ ~. ,C~ ~^~. #3 ~ '4~AE CHEEK - - _., . , ` ~ ELE~E'<dTa~2Y SCH~~L _`. ~,,,k~.,'f ms=s s~"'' tiF3Y G7HEa?;) ~.;±~. ._._..:y„„ _. ,. ~ R9 ~? war £ w T^. ,~ ... .". ~ ~ ~ ~ ~sss artr x \ M urF . 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