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HomeMy WebLinkAboutC06-305 BIKE/PEDESTRIAN TRAIL LICENSE THIS LICENSE, made this \(01U day of L..P- , 20010... by and between the State of Colorado for the use and benefit of THE DEPARTMENT OF TRANSPORTATION, hereinafter referred to as the "State", and County Commissioners, Eagle County, hereinafter referred to as the "Local Agency", WHEREAS, required approval, clearance and coordination has been accomplished from and with the appropriate agencies; and WHEREAS, the State owns certain property as shown on the map attached as Exhibit A, hereinafter referred to as the "State's Right of Way" which is used for Highway 6 right of way; and WHEREAS, the Local Agency has planned and anticipates a project for the construction appurtenances to a non-motorized trail, as defined by Section 33-11-103(4), C.R.S., as amended; and WHEREAS, the Local Agency desires to construct a bike/pedestrian path within the State's Right of Way (the "path") as part of the Eagle to Gypsum Trail Phase I Project alongside Highway 6, and WHEREAS, the Local Agency has requested permission to construct the path to allow for non-motorized trail traffic to enter, occupy, and then exit the State's Right of Way as shown on the attached plans ("the Trail Project"); and WHEREAS, the State desires to allow the Local Agency to use the State's Right of Way for construction and use of a trail, as described herein, subject to the terms and conditions of this contract; and WHEREAS, the Local Agency recognizes that the State must retain the superior right to use the State's Right of Way for highway purposes, and the Local Agency desires to agree to relinquish the use of such right of way without any cost or liability to the State, pursuant to the terms of this contract; and WHEREAS, the Trail Project is to be specifically described in the plans and specifications ("the Plans"), which Plans shall be provided by the Local Agency; and WHEREAS, the Local Agency desires to pay for the cost of the Trail Project; and WHEREAS, the State desires to review the design and construction of the proposed Trail Project to ensure the integrity of the State's right of way in the project area; and WHEREAS, the State and Local Agency consider it to be in their mutual interest to cooperate in and to agree upon certain responsibilities with regard to performance of the Trail Project; and WHEREAS, this contract is executed by the State pursuant to the provision of Sections 43-2-103 and 43-2-144, C.R.S., as amended; and WHEREAS, the Local Agency has executed this contract under the appropriate authority. NOW, THEREFORE, it is hereby agreed that: A. The Local Agency shall be responsible for the preparation of the Plans and for the accuracy and completeness of the Plans. The Plans are made a part of this contract by this reference. Use of the trail will be limited to bicycles, pedestrians, wheelchairs, and other non-motorized users. No motorized vehicle use will be permitted, with the exception of motorized vehicles necessary for maintenance of the trail, motorized wheelchairs, and emergency vehicles and emergency access. B. The Local Agency shall be responsible for the construction of the Trail Project in accordance with the Plans and intends to retain an independent contractor (the "Contractor") to construct the Project. The Local Agency shall administer and provide technical direction to the Contractor concerning such construction, as provided herein. C. The State shall review the Plans for the Trail Project, the Local Agency's contract with the Contractor, and review construction of the Trail Project as described herein, so that construction of the Trail Project by the Local Agency will meet Federal and State standards, the provisions of this contract and the Local Agency's construction contract. D. The Local Agency shall be solely responsible for all costs of the Trail Project including, but not limited to, costs of design and construction of the Trail Project. E. The Local Agency shall be solely responsible for any and all damage to the State's roadway, structures and/or associated facilities caused by the construction, operation, or maintenance of the Trail Project within the State's Right of Way, except for damage caused by the State or its agents. Any such damage shall be corrected in accordance with the State's standards at the Local Agency's sole expense. F. The Local Agency shall be solely responsible and liable for any and all claims, damages, liability and court awards including costs, expenses and attorney fees, which arise as a result of the acts of its employees or agents or their acts of omission, if any, in constructing, operating, or maintenance of the Trail Project within the State's Right of Way. Nothing in this contract shall be construed as a waiver by the State or the Local Agency of the provisions and protections of the Colorado Governmental Immunity Act, Section 24-10-101, et seq., C.R.S., as now enacted or hereafter amended. G. The State will provide liaison with the Local Agency through the State Region Transportation Director, Region 3, located at 222 South 6th Street, Grand Junction, Colorado 81501. Said Region Transportation Director is responsible for coordinating the State's activities under this contract. H. The Local Agency will provide: 1. Preliminary engineering, design services and preparation of construction plans, and special provisions. 2. Design worksheets used in design of the Trail Project. I. The Local Agency will comply with the following: 1. The Local Agency will be responsible for the plans being accurate and complete. 2. Notwithstanding any review or consents given by the State for said plans or the performance by the State of the construction review services, the State will not be liable or responsible in any manner for the design details, or construction of the Trail Project. J. The State will review The Local Agency's construction plans and special provisions and indicate those changes necessary to assure compliance with State and FHWA requirements. The Local Agency will afford the State 30 business days to review the construction plans and special provisions as changed and said plans shall be considered final when accepted by the parties hereto. In the event the State does not object to the construction plans and special provisions within 30 business days after the date of mailing by the Local Agency, the construction plans and special provisions shall be deemed accepted by the State. K. The Lessee shall obtain and maintain at all times during the duration of this Lease, insurance in the following kinds and amounts. The Lessee shall require any Contractor working for them on the Leased Premise to obtain like coverage. The following insurance requirements must be in effect during the entire term of the Lease. Lessee shall, at it sole cost and expense, obtain insurance on its inventory, equipment and all other personal property located on the Leased Premises against loss resulting from fire, theft or other casualty. 1 ) Workers' Compensation Insurance as required by state statute, and Employer's Liability Insurance covering all employees acting within the course and scope of their employment and work on the activities authorized by this Permit. 2) Commercial General Liability Insurance written on ISO occurrence form CG 00 01 10/93 or equivalent, covering premises operations, fire damage, independent Consultants, products and completed operations, blanket contractual liability, personal injury, and advertising liability with minimum limits as follows: a. $1,000,000 each occurrence; b. $2,000,000 general aggregate; c. $2,000,000 products and completed operations aggregate; and d. $50,000 anyone fire. If any aggregate limit is reduced below $1,000,000 because of claims made or paid, the Lessee, or as applicable, their Contractor, shall immediately obtain additional insurance to restore the full aggregate limit and furnish to CDOT a certificate or other document satisfactory to CDOT showing compliance with this provision. 3) Automobile Liability Insurance covering any auto (including owned, hired and non- owned autos) with a minimum limit as follows: $1,000,000 each accident combined single limit. 4) If any operations are anticipated that might in any way result in the creation of a pollution exposure, Lessee shall also provide Pollution Legal Liability Insurance with minimum limits of liability of $1,000,000 Each Claim and $1,000,000 Annual Aggregate. CDOT shall be named as an additional insured to the Pollution Legal Liability policy. The Policy shall be written on a Claims Made form, with an extended reporting period of at least two year following finalization of the Lease. 5) Umbrella or Excess Liability Insurance with minimum limits of $1,000,000. This policy shall become primary (drop down) in the event the primary Liability Policy limits are impaired or exhausted. The Policy shall be written on an Occurrence form and shall be following form of the primary. The following form Excess Liability shall include CDOT as an additional insured. B. CDOT shall be named as additional insured on the Commercial General Liability and Automobile Liability Insurance policies. Coverage required by the Lease will be primary over any insurance or self-insurance program carried by the State of Colorado. C. The Insurance shall include provisions preventing cancellation or non-renewal without at least 30 days prior notice to CDOT by certified mail. D. The insurance policies related to the Lease shall include clauses stating that each carrier will waive all rights of recovery, under subrogation or otherwise, against CDOT, its agencies, institutions, organizations, officers, agents, employees and volunteers. E. All policies evidencing the insurance coverage's required hereunder shall be issued by insurance companies satisfactory to CDOT. F. The Lessee, or as applicable, their Contractor, shall provide certificates showing insurance coverage required by this Lease to CDOT prior to occupation of Leased Premise. No later than 15 days prior to the expiration date of any such coverage, the Lessee or Contractor shall deliver to CDOT certificates of insurance evidencing renewals thereof. At any time during the term of this Lease, CDOT may request in writing, and the Lessee or Contractor shall thereupon within 10 days supply to CDOT, evidence satisfactory to CDOT of compliance with the provisions of this section. G. Notwithstanding subsection A of this section, if the Lessee is a "public entity" within the meaning of the Colorado Governmental Immunity Act CRS 24-10-101, et seq., as amended ("Act'), the Lessee shall at all times during the term of this Lease maintain only such liability insurance, by commercial policy or self-insurance, as is necessary to meet its liabilities under the Act. Upon request by CDOT, the Lessee shall show proof of such insurance satisfactory to CDOT. Public entity Lessees are not required to name CDOT as an Additional Insured. If the Lessee engages a Contractor to act independently from the Lessee on the leased premise, that Contractor shall be required to provide an endorsement naming CDOT as an Additional Insured on their Commercial General Liability, Auto Liability and Umbrella or Excess Liability policies. L. The State hereby grants a license to the Local Agency to use a section of the State's Right of Way as described in Exhibit A, attached hereto and made a part hereof. The sole purpose of the license is for the construction and maintenance of a recreational trail to allow for non-motorized traffic (as defined in paragraph A of this License) to enter State Right of Way, travel within State Right of Way as shown on the Plans, and then exit the State's Right of Way. M. The Local Agency recognizes that the State must retain the superior right to use the State's Right of Way for highway purposes and that the Local Agency's use of the State Right of Way, as described in Exhibit A, is at all times subordinate to and subject to any and all current and future roadway operations, maintenance and State highway needs and purposes, as determined by the State in its sole discretion. The Local Agency agrees that this license is limited in scope, use, and time, as described herein. The license granted herein is a personal right of the Local Agency, and vests no property interest in the State Right of Way to the Local Agency. The Local Agency agrees that this license is revocable by the State at no expense to the State pursuant to the following provisions: a) The State may revoke this license, and the Local Agency shall relinquish all use of the State Right of Way without any cost or liability to the State whenever the State, in its sole discretion, determines that the State Right of Way is required for any emergency state highway purpose. The State has the right, if it determines that an emergency situation exists, to terminate this license, to stop construction of the Trail Project, or to close the Trail Project, at any time to protect public safety, to facilitate transportation activities, or for other highway purposes. b) In non-emergency situations, the State may revoke this license and, in that event, the Local Agency shall relinquish the use of the State Right of Way without any cost or liability to the State within 180 days after receipt of written notice from the State that such right-of-way is needed for current or future roadway operations, maintenance, or other State highway needs and purposes. N. The Local Agency will be responsible for acquiring any additional rights of way required for the completion of the Trail Project, including any necessary construction easements. Any additional right of way must be acquired in accordance with current Federal Highway Administration directives and State Law requirements. Specifically the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act and all relevant regulations promulgated thereto, Colorado revised Statues 24-56-101 through 121, Real Property Acquisition policies and the CDOT Right of Way Manual. Prior to the commencement of construction, the Local Agency must certify in writing to the State that all additional right of way has been secured accordingly or that no additional right of way is required. O. The Local Agency shall obtain any required proper clearance or approval from any utility company or ditch company, which may become involved in this project, by separate agreement between the Local Agency and such other entity, if necessary, as determined by the Local Agency. Prior to the Trail Project being advertised for bids, the Local Agency must certify in writing to the State that all such necessary clearances have been obtained. P. For the Trail Project: 1. a. The State will review and inspect the construction of the Trail Project within or affecting State Right of Way to ensure that it meets Federal and State standards and the Plans. 1. b. Except for emergencies, or in the event an immediate threat to public safety exists, the State's Inspector will not have direct contact with the Contractor but will notify the Local Agency's Project Representative, as identified in the construction contract documents, of any State directions concerning proposed construction contract modifications, and will coordinate such modifications and its construction review services with the Local Agency. After consultation of the State's Inspector and the Local Agency's Project Representative, the State's directions will be implemented. In the event that the Local Agency project representative fails to concur in any State construction direction, then the matter will be referred to the State's Region 3 Program Engineer for resolution. 1. c. The State's Inspector may, in writing, suspend the construction of those portions of the Trail Project within or affecting State Right of Way, wholly or in part due to the failure of the Local Agency or the Contractor to correct conditions unsafe for the workmen or the general public; for failure to carry out provisions of this contract or the construction contract including construction modifications or directions required by the State; for such periods as the State's Inspector may deem necessary due to unsuitable weather; for conditions considered unsuitable for the prosecution of the work or for any other condition or reason deemed to be in the public interest. The State shall notify the Local Agency and provide opportunity to correct such conditions prior to any suspension. The Local Agency shall include this provision in its contract with the Contractor. 1. d. The inspections done by CDOT's Inspector shall only be visual, and does not constitute an acceptance of the workmanship or materials used in the work done by the Local Agency's contractor on the Trail Project. Inspection by CDOT's Inspector does not confer any liability for the work of the Trail Project on CDOT's Inspector or CDOT. 2. a. The Local Agency shall provide construction engineering during the construction of all elements of the Trail Project. Said construction engineering will include field and office engineering, land survey controls, inspection and material testing and control by qualified personnel. 2. b. The Local Agency shall be responsible for the administration of and payment to its contractor of all costs incurred for project construction under the construction contract with the Contractor. Q. Upon satisfactory completion of construction of the Trail Project, the Local Agency will issue to the State a Certificate of Final Completion showing the date of final completion and certifying that the Trail Project has been constructed according to the approved plans and specifications. Determination of satisfactory completion of the Trail Project shall be made by the State in accordance with the following procedures: 1. Upon due notice from the Local Agency's project representative of presumptive completion of the Trail Project, the State's Inspector will participate in an inspection of the Trail Project with the Local Agency and the Contractor. 2. If construction of those portions of the Trail Project, within or affecting State Right of Way is found completed to the satisfaction of the State's Inspector, that inspection shall constitute the final inspection and the State's Inspector will notify the Local Agency in writing of the State's acceptance of the Trail Project as of the date of the final inspection. 3. If the inspection discloses any work, in whole or in part as being unsatisfactory, the State's Inspector will give the Local Agency directions for correction of same, and the Local Agency shall direct its contractor to implement the State's directions subject to the provisions of paragraph P.1.b. of this contract. 4. Upon correction of the work, another inspection will be made which shall constitute the final inspection provided the work has been satisfactorily completed. In such event, the State's Inspector will notify the Local Agency in writing of the State's acceptance of the Trail Project as of the date of the final inspection. 5. Final acceptance by the State under this paragraph does not waive any State legal rights contained herein. R. The State shall not be precluded or estopped by acceptance of the Trail Project work from showing at a later time that the Project work as constructed does not in fact conform to the approved as-built Plans. The State shall not be precluded or estopped by acceptance of the Trail Project work from recovering from the Local Agency such damage as the State may sustain by reason of the Local Agency's failure to comply with the terms of this contract. Neither acceptance by the State of the Trail Project work nor any possession of the constructed Trail Project facilities by the State, shall operate as a waiver of any portion of this contract or of any power herein reserved, or of any right to damages. A waiver of any breach of this contract shall not be held to be a waiver of any other or subsequent breach. S. Within 120 days after Local Agency issuance and State acceptance of the Certificate of Final Completion, the Local Agency shall prepare and deliver to the State the final sets of plans and specifications (the "As-built" plans) for the Trail Project, based upon field notes maintained by the Local Agency. A copy of said plans shall be made a part of this contract by reference. T. The Local Agency will maintain and operate the improvements constructed under this contract, at its own cost and expense during their useful life. The Local Agency covenants that it will annually request sufficient funding for maintenance of such improvements but if denied the Trail will be removed at licensee's expense. The Local Agency shall be responsible for mowing weeds and grasses in those areas, between the Trail and the edge of the State's Right of Way where such mowing needs to be performed by walking lawn mower, rather than a tractor-type lawn mower. The parties shall meet to determine the location of these areas. Such maintenance and operations shall be in accordance with all applicable statutes and ordinances, and regulations promulgated thereunder, which define the Local Agency's obligation to maintain such improvements. The State may make periodic inspections of the Trail Project to verify that such improvements are being adequately maintained with respect to protection of the State's Right of Way. In the event that the Trail Project is not maintained in an appropriate manner, as determined by the State, the State reserves the right to notify the Local Agency, and if such maintenance remains deficient for a period of thirty (30) days after such written notice, to perform maintenance actions deemed necessary by the State and to be reimbursed by the Local Agency for the costs of such maintenance actions. Additionally, if at any time the Trail Project is determined to be obsolete, unnecessary, or a threat to the safety of the traveling public, the parties hereto shall immediately negotiate the most appropriate and mutually desirable course for removing or covering the trail. The Local Agency shall be responsible for the cost of any such removal or coverage. U. In the event the portion of State highway adjacent to or over the improvements constructed under the Trail Project is widened, the Local Agency shall take all reasonable actions to provide the funding necessary for any required relocation or reconstruction of the trail. The State will provide the Local Agency the opportunity to review and comment on State plans for widening. V. The State hereby reserves the right to revoke the use of State Right of Way by the Local Agency in the event the Trail Project is not used as intended or if the Trail Project is found to be detrimental to the highway or its structures. W. Notwithstanding any review and concurrence with the Trail Project design plans or acceptance of the final constructed Trail Project, the State shall not have any liability for the construction, maintenance, or use of the Trail Project or for any act or omission by the Local Agency or the Contractor. X. The parties hereto agree that this contract is contingent upon all funds designated for the work herein being appropriated and made available from the Local Agency. Should the Local Agency fail to provide necessary funds as agreed upon herein, this contract may be terminated by either party. Any party terminating its interest and obligation herein shall not be relieved of any financial obligations which existed prior to the effective date of such termination. After the construction contract has been awarded and the construction contract is fully executed, this contract may not be terminated by the Local Agency until the construction of the Trail Project is completed and final bills are paid in full, unless the Local Agency restores the project site to its prior condition or completes the Project to the extent necessary to ensure public safety and to comply with the State's obligations under the state highway system. Y. The term of this contract, except for provisions regarding maintenance, shall continue through the completion and final acceptance of the Trail Project by the Local Agency with concurrence from the State. The covenants with regard to maintenance of the improvements constructed under this contract shall remain in effect in perpetuity or until such time as the Local Agency is, by law or otherwise, relieved of such responsibility. Z. As between the parties hereto, each of them shall be responsible for its own negligence, if any, and that of its servants and employees, consistent with the provisions of the Colorado Governmental Immunity Act, C.R.S. 24-10-101 et seq. Nothing in this Agreement shall be construed as a waiver by the State or the Local Agency of the respective rights and protections of either under said Act. AA. This contract shall inure to the benefit of and be binding upon the parties, their successors and assigns. AB. The term of this license shall be for a period of twenty five (25) years from the date first written above. The license shall be deemed fully executed when it has been signed by the State. AC. The Local Agency represents and warrants that it has taken all actions that are necessary or that are required by its procedures, bylaws, or applicable law, to legally authorize the undersigned signatory to execute this contract on behalf of the Local Agency and to bind the Local Agency to its terms. AD. The enforcement of the terms and conditions of this Agreement and all rights of actions relating to such enforcement, shall be strictly reserved to the Local Agency and the State and nothing contained in this agreement shall give or allow any claim or right of action whatsoever by any other or third person. It is the express intent of the parties to this contract that any person receiving services or benefits under this Agreement shall be deemed an incidental beneficiary only. The Local Agency, in accepting this license agrees to all terms and conditions stated herein. The use of equipment on the Property and adjacent frontage road areas is subject to a Department approved traffic control plan. All areas disturbed will be restored to CDOT's satisfaction including stockpiling of existing topsoil to be replaced at the completion of the project, finish grading to restore proper drainage, re-seeding, application of certified weed-free mulch, application of an organic mulch tackifier, and the removal of all appurtenances required to support the operation of the contractor. Ingress and egress to the parcel being re-graded is limited to access from the local road only. No ingress or egress from or to the parcel will be allowed from main lanes or shoulder areas of the road. This agreement constitutes a bare license, conferring no enforceable right on Local Agency and creating no property interest. It is a mere personal privilege, non-transferable and revocable at will. This non-transferable permission shall be valid and remain in effect from to or until the conditions are met in full as determined by a CDOT representative. This permission may be terminated earlier in writing by either party. This permission shall not be considered a commitment by State nor in any way authorizes or guarantees any continuing use of the Property. State Agency assumes liability for the maintenance, operation, and use of both the temporary access and the re- grading area and agrees to defend, indemnify, and hold harmless the grantor and any employees, agents contractors, or other representatives of the State against any and all damages, claims, liability, loss, or expenses, including attorney's fees and litigation costs, arising from or in any way related to the maintenance, operation, or use of the access or the issuance or use of this license. Upon the expiration or cancellation of the license, the Local Agency shall close the access to the highway right of way and restore the highway property to the satisfaction of the State. This permission to cross the A-line automatically expires when, and if; the State Agency ceases as an organization or fails to perform the above maintenance responsibilities during the effective time of this license. This Permission to cross is not a State Highway Access Permit. AF. The State and the Local Agency affirm and agree that periodic closures of the pathway may be made necessary on a seasonal basis due to weather conditions or maintenance activities, and that the trail is not intended to be provided with routine winter maintenance. Such closures shall be initiated by the Region 3 Transportation Director in consultation with the Local Agency. Further, the State and the Local Agency agree that where extraordinary circumstances require the closure of the trail (acts of God and Nature, accidents and emergencies, structural failure of the adjacent highway or the trail itself, or similar such incidents), the parties hereto shall close the trail for an appropriate period of time until restoration activities are complete or safety conditions assured, as negotiated between the parties at that time. IN WITNESS WHEREOF, the parties hereto have executed this contract the day and year first above written. Department of Transportation State of Colorado ATTEST: By By: Chief Clerk for Right of Way Craig Siracusa, PE Chief Engineer LICENSEE ATTEST: ~ By Teak Simonton 1;,'-(', ~ ' DV\J, '" Title (" (f" I( /( Title Clerk of the Board of Chairman, Eagle County Board of County County Commissioners Commissioners I ECO TRAILS EAGLE TO GYPSUM TRAIL PHASE 1 ~ INDD OF SHfFTS US HIGHWAY NO. 1 TrTlE SI-E:ET 6 2 ST HolDAAD PL,t,HS 3 GEIol:RN.. NQTES EAGLE COUNTY < TYPICAl SECTllliS 5 SLRVtY CONTRl1 Si-I:ET 6-11 TRA 1 L PLAN 12 SK lll~ GiL01 CRmW<<i PLAN 13 SK[UIW-l Cll..01 CRO.$SH<<:; PRETll[ " SKllll'4AH GllCH BRIDG[ DeTAILS 15 SXilU4AN GU..GI BRIOCl: CRt:.t)S SfCTlr::tlS 16 LtnOO PlIClf[C LtlOCRPASS PlAN SKILLMAN GULCH 17 lJIlf{J.l pofrClrrC ltW(Rf'ASS PR(TllE 18 UH[OO PACIFIC LIIDfRf'ASS OCTAllS I STA: 198+ 17.64 END STA' 283+95.56 19 llR1Y[\iAY DETAILS lABul AlIGN OF l FNGTH ~ Orsrr.N DATA VIOLET LANE @ US 6 20 HS[ BLOCK 'JALl OCTA1LS 2l SEAGO CROSS S:[(T!(f(S 22 RETAINli<i IIAll ~JlES AND OCTAIlS ""'" ...... ..... APPROXIMA TE MP 148.65 23 an..n I'f:Sfl ROAD !HT(RS(CTlOO OCTA[L ....... 2"-27 s:u.GO SECTION PROFft( S;"l~ ltftU;S(ClIQllC!ntrIl[SAIOtU: At-"3 US 6/V!CLET LANE ROJIDABIlJT ptl+f$ ffA n~~ 14,0n (AlPlI< ENG[/fIRr~) llll.CTlM: A< KEYSnK RfTAJNI~ WAll SYSTEMS su. l~l1_'t STANDAAD UNIT lB - TR[ PlAC( FA([ DETAilS ! "IUM< "'"'" "'IT rr... niQl,. "IT -""""'" ~ It,0 ... DMl (IV I..llIiTKJ tt,0rt .......SI1lC1IJ11[ '"IT NEW ANO RfVlSFn STANOAROS M-609^'OI MB, GUTTERS, AND SIOC'JALKS (R(vISED 10/2'9103) H--629-01 SlRvtV KNJI€NTS (R(VISfD (}9/23/(}4) " UPRR UNDERPASS STA: 238+57.98 t ! START STA. 139+66.70 e I I US HIGHWA Y 6 @ , COOLEY MESA ROAD I I APPROXIMA TE MP 146.05 I m ! 6 >< I I SCALES or ORIGINAL 11 ):17 DRAWINGS VICINITY MAP Z , PLAN SHEETS ,"=100' NTS I SCHMUESER I GORDON I ME YER - I (: N C I ... ( f R S . 5 U R \f [ YO R S- III ! Com uter File Information Index of Revisions Eagle to Gypsum Phase 1 As Constructed I CreQt~ Date: 06/22/06 k1itiab LMB c.:::J "'/23/06 Bid Set lll8 Conlroctor: - ust Uodifkabon Dote: oe 22 06 Inilio~ tUB c.:::J ecotr~i.l!.. . No Revisioos: R"sident Eri ." ... i fllll Path t~ikl c=:> Project Er.qifieer. SchIT\tJtlMr Gonklfl ""eyer I i Revi:sed: ! lXa.i file Nome' SI'1~etSet 1. dw c.:::J PROJf.CT STAATED ACCEPTED: / ~ koo Vel"- 2002 So"" N/A Un;{.s: ENGUSH c.:::J """ Comments' Sheet ~rr.bef 1 , I PLAN NEW OR M STANDARD PAGE PLAN NEW OR M STANDARD PAGE PLAN NEW OR S STANDARD PAGE NUMBER REVISED TITLE NUMBER NUMBER REVISED TITLE NUMBER NUMBER REVISED TITLE NUMBER . M- 0 STANDARD SYMBOLS (3 1-} o M-507-1 D W!RE FENCES AND GATES (3 SHEETS) 84-.86 . 5-612-1 o DELINEATOR INSTAllATIONS (5 131~135 . M""'20,)-1 0 APPROACh ROADS 4 o M-607-2 CJ CHAIN LINK FENCE C3 SHEfTS) 87-89 . $-614-1 o GROUND SiGN Pl.ACEMENT (2 136-- 13 7 . M-.203-'2 0 DiTCH TYPES 5 o M-607-3 o BARRIER FENCE 90 . $-614-2 0 I 1.38 o M-203~ 11 0 6-8 o M-607-4 D DEER FENCE AND GATES (2 SHEETS) 91-92 o S-614-3 o CLASS II SIGNS D M-607-1O "0 PICKET SNOW FENCE 93 o 5-614-4 0 140 .142 o M'"'203~12 0 SUPERElEVAlION STREETS (2 SHEETS) 9-10 o M-607-15 o ROAD CLOSURE GATE (9 SHEETS) 94-102 o 5-614-$ 0 14.3-144 . M-206-1 0 AND BACKFILL FOR STRUCTURES 11--12 o M-608-1 o CURB RAMPS (4 SHEETS) 103-106 . 101-&09-1 o CURBS, GUTTERS, AND SIDEWALKS (3 SHEETS) o $-614-6 0 145-146 . M~206-2 0 tXCAVAll0N AND BACKf'lU FOR (2 SHEDS) 1.3-14 107- \09 . M-208-1 0 TEMPORARY EROSION CONTROL (7 $fiEETS) 15-21 o M-61l-1 o CATILE GUARD (2 SHEETS) 110-111 o 5-614-8 0 (5 o M-210-1 0 MAILBOX suPPORrs (2 22-23 CJ M-613-1 o ROADWAY UGrHING (4 SHEDS) 112-115 o 5-614-10 o MARKER ASSEMBLY 152 . M-214"-\ 0 PlAN1\NC D[TAllS 24 CJ M-614-1 o RUMBLE STRIPS (3 SHEETS) 116-118 . 5-614--12 o STRUCTuRE NUMBER I,NSTALLAT\QN o M-..412-1 0 CONCRETE PAVEMENT ,JOINTS SHEETS) 25- 29 CJ M-514-2 0 SAND BARREL ARRAYS (2 SHEETS) 119-120 o 5-614-14 o FLASHING BEACON AND SIGN INSTAllATIONS (.3 SHEETS) o M-510""'1 0 STRuCTURAL PLATE H.-20 LOADING 30 0101-&15-1 o EMBANKMENT PROTEC10R ,'!PE 3 12' o 5-514-20 o TYPICAL INSTAll.ATlONS 157 .M-601~"1 0 SINGLE CONCRETE BOX CUlVERT (2 SHEETS) 31-32 o M-615-2 o EMBANKMENT PROTECTOR TYPE 5 122 D 5-614-21 0 o M601-2 0 DOuBLE CONCRETE BOX CULVERT (2 SHEETS) 33-34 o M-616.-1 0 INVERTED SIPHON 123 o 5-614-22 0 o M-601 0 1RtPlE CONCRETE BOX CULVERT (2 SHEE1S) 35-36 o M-620-1 o FIELD LABORATORY CLASS 1 124 o 5-614-40 0 i60-'\66 o /,A-501 0 37 o M-620-2 o FlELD LABORATORY CLASS 2 125 o M-601~11 0 TYPE 0101-620-.11 o FJELD OFflCE CLASS 1 126 o S-614-40A 0 167~ 17\ .18 _ M-6Ql-12 0 HEADWAllS AND PIPE PAVING 39 o M-620-12 D FIELD OFFICE CLASS 2 127 o $-&14-50 0 172~lB5 . M-601 ~'.20 0 WINCWALlS FOR PIPE OR BOX cULVERTS 40 . M-629-1 o SURVEY MONUMENTS (2 SHEETS) 128-129 . 5-627-1 0 186-190 . M-5()}-1 0 ME.1Al ANI) PLASilC PIPE (2: SHEIlS) 41-42 . 5-630-1 0 191-202 o M-60.3~2 0 REINFORCED CONCRETE PIPE 4.1 . M- 603-3 0 PRECAST CONCRETE 80X CULVERT 44 . $-630--2 o BARRICADES, DRUMS. (TEMP) 203 . M- 603-10 CONCRETE AND METAL fND SECTIONS (2 SHEnS) AND VERTICAL PANELS 0 45-46 C) FLASHING BEACON (PORTABLE) o 5-630-3 204 0 0 INLET, C 47 D M 604-11 0 INl.El, D 48 o M'-604-12 0 cuRB INLET TYPE R (2 SHEETS) 49~SO THE STANDARD PLAN SHEETS INDICATED HEREON BY A o M'o04-13 0 CONCRETE INLET TYPE 13 MARKED BDX ARE TD BE USED TO CONSTRUCT THIS S1 PROJECT. . 0 MANtiOlES (3 SH[t:TS) 52-54 . M-604-25 0 VANE GRATE INLET (5 SHEETS) 55-59 0 0 DRAHIJS 60 , . M-606~ 1 0 GUARDRAIL TYPE .3 W-8EAM (16 StiEETS) 61-76 I 0 0 GUARDRAil TYPE 7 F-SHAPE BARRIER (4 SHEETS) 77-80 COLORADO ! o M-'oO&-H 0 PRECAST TyPE 7 CONCREn: BARRIER (3 SHEETS) 81-83 DEPAFHMENT OF TRANSPORTATION ~ I STANDARD PLANS LIST l I M&S STANDARDS ! July 04, 2006 l I $i'lEa UPDATED , 6 I I SCI'\W}(Sili: I GOll\:)()N IIolCYfR ....'...... .. .~... <.~... ! Index of Revisions Eogl_~~. Gypsum Phase 1 As Constructed Oft/lO/Go Bid Set 1MB Standard Plans List 09/0) /OS com July 4. 2006 Update LMB ecotr~;.lf.. . No Revisions Revised l Borger Sheet$et 1.dw Detailer: I Borger Numbers NfA 'Void Sheet 1 of 1 2 GQ) Existing culverts to be extended sholl be Cleaned prior to exte'nsion/s-ection removal ACRE and for os Item 202 "Clean Culvert" Existing end sections shall be salvaged and 8r BACK FACE if the Engineer determines iht: end s/Xtions con be reused All new crAver! sections 80W BOTTOM OF WAll "Install CMP" include in8faffalion of two end sections os per COOT M-Standards COOT COLORADO DEPARTMENT TRAN5PO/i' fA TfON Many culverts were not bul field locatf!d, so adjustment of grades sholl CUP CORRu(,'A TED METAL (STETL) PIPE Z. performed in the field (0 meet or minimum slope. ECO EAG1I COUNTy TRAILS PROC.RAM CfE2) LL A/I areas disturbed Outside of tr0l7 platform shalf be fe-seeded with dry land seed mix Fe FLE:V El.EVA TlON ~ to pre-construction conditions by Contractor (Seed mix ta be provided by EMBED EMBE{)MEN T Ihe ros EOCE OF SflOUWER LZ Signing and striping will occur 01 the driveway intersections, Skillman bddge, the rodroad Eor EDGE OF TRAIL underpass, and along the Seago Property shown on the detod pIon sheets n. nOmINE Lr LINEAR FEt7 CE'.:D U Type 3 both sides of each end of Skillman bridge MAX MAXIMUM OM- 3L and and placement sholl be approved by the Engineer MIN MINIMUM U All erosion conlrol prOCMlJres sholl comply with COOT "I-Standards No (M-208-!) MM MILE MARKER all MP MILEPOST c:R;I) ~ All excavation and bockfl11 for drainage structures sholl with COO T MSE MEeHAN/CALL Y STABluZED EARTH "I-Standards No, (M-206-1) and tht' UPRR's ~Cuidelines for and Construction of 0/5 OfT SET Cifade Separation Underpass Structures Y found in the Sid manual SF SOUARE FEET lQ. All planting shalf equal or surpass the CDOT !.I-Standards No (1.1-214-1) srA 5 TA nON SQUARE YARD 1'z All medal culvert pipe installotion shall comply with COOT "I-Standards TYP TYPICAL No. (M-603-1) TOW TOP OF WAll Ihe UPRR UNION PACIFIC RAILROAD ill All metoJ end sections sholl comply with COOT M~'5tandards No (1.{-603-1O) (][]) 12 All barricodes and troffic control devices sholl with COOT 5- Standards No. and the MANUAL an UNIFORM DEvrCE5 Construction closure to Install Skillman sholl follow Case XI of 5-630-- I a mph construction zone If a onf,:-Iane of US 6 is necessary to set the bridge, use Cose X of S-630-! wefe required Locotions sholl be directed by GQ) se'parole/y. the following rates of application (jI 133 21 All proftJcf surveyed staking to be provided by the Owner. 58-28) (1 "0 22. Contractor to provide testing of subgrode, base course, and asphalt per ECO specifications 2J., Contractor to proyide materials testing of hodge abutments and 011 concrete work, including certification of tunnel complionce (!ILLI Tr' CON T!<J:l::2.. Union Pacific Railroad 6"rabJer (JOJ. 964 4099) 1'own of Eogle Walls SEWER MANHOLe ';01'1 Isobel Telecom. Wagner (9702805540) Cl'fI7tury Tel Communications (.910.3288288) -- UNION PACIFIC RIGHT OF WA Y RAIU?OAD POWeR POLe Owes! Communications Scott fBOo.S7.11Jn) US 6 RIGHT OF WA Y IT! TtLePflONe peDeSTAL Haly Jell Vroom (910 9455425) lID UTILITY POST Corncast Coble: Matt (910. 4682669) PROpeR TY UNE IQJ GAS PEDESTAL Colorado Depor(ment of Tronspcxtotlon ! EXISIINI; FeNCe BURIED FIBeR OP TIC LINE KIIJder Morgan Energy Jeff (970379.0.9.91) ! M GAS PEDeSTAL Town of Gypsum JilT! (970. 524, 7688) -0---0--- PROPOStD FENCE I CD POWER POLE ! eXISTING US 6 EDGe LINe ~ RAILROAD SIGNAL . EXISTING US 6 eDGE OF ASPflAL T @ WA TER WtLL < i CONSIRUCTION ~ UNDERGROUND MARKER ! AREA OUTSIDE TRAIL fllGHWA Y MILEPOST I 0 RAILROAD MiLEPOST ------------------- lANDSCAPE BOUWER OR STACK MSE BLOCK WALL ! ~ EROSION LOG , MSE RETAINING WALL l TRAIL SIGN (/8'XI8') (TYP) t . L1THONIA TUNNEL LlGf! T FIXTURES Index of Revisions Eagle to Gypsum Phase 1 As Constructed lMS c:) OB/23/06 Bid Set lMS - General Notes lidS GQ) 09/07/06 Minor General Note Revisions lM8 ecot~~~I!. . . No Revisions c:) Revised Drowin c:) Ver c:) Void' Sheet 1 6f 1 ) -JMI<< ",_)1'_,0' --""'~"---;;,~,;n;;;;.:',;;;;;t;;;;E~ .-+- U56I1C1/rlOU'11O~I'fi!ME" 12"-0" , 1-- ~V IO'-rr~ " ft'NCE I"IilW. SH()tJttJOl' (~! -1ll'TSET 1fIDn-! IWI'Its! ~.__ ~1,f'ER-iHPrL~ -- (:;(1~llNC WGC or fliMof"t /AflIC (f-,.".m:(1)GCt"lt) --- I Z:fClffiSSS(OF( I '" ~"'" Z:\ -- ~~"::~M::;/"l"'; >t~ (C~=) '''-~~ ~.::~ 1'" CfW'ACTlJ)CXlSTNlGSIJ{K;IWlC ;r -:~:~EA%.oi=--~-' (n'PtCAl) , "._ " C<EAR ZOHC r ~ ---J- - --~-J'~6' fVI(:f --~'_"5/'IOUtDCR<;(Ai1CCvCiSIi)./ Ii\4t POSlS O'SnNG (il/CtMK> <::[2) INTERIM TYPICAl.. PAvEMENT SECTION l -rr='~":::'" n ,"ReX"""" ; (or OrHCkS) ! -'--~ : . =':':_ ,.""U ,_ .__ l \~ ( ! FINAL TYPICAL PA~~"~ I ~ 6 1 ';:"":':~;X,~. (:OO~}, ~~~:~ ! Index of Revisions Eagle to Gypsum 1 As Constructed . . I 'oi"o" 1MB c::> 08/23/06 Bid Sel . 1MB .. Typical SectIOns ~ . If\,tiu\s, LM8 ClEI) 09/07/06 Interim (Dee 06) Section LM8 eco N, 8,,",,0> ~ t\l005\lQC1Sr'S,o" c:::) , "tra i I f Revised Desi~ner l Borger I Drowin File Nome Shee\Set 2dwg c::::) "". Detoiler l Borger - Aced Ver 20D2 Scole N/A Units: ENGLISH ~ ' ' . . . . . . . Void Sheet Subset 4 l ~t TABLE INE LE TH BEARING '2 2'9 " ",)0 3 1 S N7T2G'44"F 4 S .4 N72'S '4 'F IS '1 9 " Ll6 i1 I. 578"24'4 L ____211'22'41"1:;_ Le "'S6'38'?S':"L- L F8. 581'20'16"E L 48. L 242 4 L )7 N22'47'4 L 1S. _581'4S'Sl L 582'1 G' 4C L 1 581'30'0~ L 1: 91 ~1'36~~ L 2.4 581"4;3';;rr..s- 1j74'S4'20"E L 9 11 .01 _,,1:5; IU L 9 1 581'38' 4 7"E Gl:D L 581'56'53"[ L SR"I'4 ',- L 4 586 '.38 N88"39' 33"L....... 7 8 "F 7. 3. ',,), iD 26E N83'04'06"E 12.3' N8D'28'19"E Gl:D 30 -- N6T16'59"E , I I I 1 t 1 REFER Sl-IOWN ON Tl-IE PLAN i : CEN AlIGNMEN T OR T CON TROL liNE. I liMITS AND liNE DA TA Sl-IOWN SKillMAN GULClf TO LANE I : 6 ! :'(~I1.lol.U!:,(;R. ,i ~Qli1??:.l. ~:V;~ i Inforrnotion Index of Revisions Eagle to m Phase 1 As Constructed Survey Control I in,!iQ)s: lM8 c::) 08/23/05 Bid Set 1MB r . '0.1'0" LMB Gl:D 09(07(06 Now Eod 8'd S""oo 3 LMB eco. No Revisions Sheet ~ "II Poth ">00'\"""'" c:::> tra ,"" R . d ~ OraVM! FoIe Nome Sheet Set 4dwg c:::> I eVtse - ked Ver Nj ^ ENGUSH c=:> ... . . . . . . . Void Sheet 1 of 1 Number 5 -- UNION PACIFiC RIGHT OF WA Y UNION PACiFIC co., '" SHOULDER GUARDRAIL SECTION STA: 141+50 TO STA: 15/I 12 US 6 EDGE OF ASPIIAL T ~ BEGIN BiD SECTION I US 6 WIll TE EDGE LINE ~ GRAPIfiC ~) h,.......t...W '1' T " C Dt,.,) '" ~ 1 lad .... IL (J ~ -- ;C.-,c:::::,~",=-^ t 1 158t.E1{:b /59+00 '1:L IfSO./.-(f() a I , t ! l ~ EDGE OF ASPHAL T ! WHITE EDGE LINE ~ , 1 6 I , ~il~?,/<.: ~?~}.~:1;~ ! Index of Revisions Eagle to Gypsum I Crecl,nn UJB c::::J 08/2.1/06 Bid Phase 1 As Constructed Trail Plan lM8 l"B CI:D 09/07/06 Note #1 1MB ecot~~~I.f.. . No Revisions Sta. 139+66.70 to 166+50 ! c::::J Revised ~ Orow;(! 2dw c::::J Detoiler Aced VeL 2002 Units c::::J Void Numwr 6 Sheet 1 of 5 ff _._,<...--c..." """ --\ -" ~ ~ , - - /-"-j EXlsT1NI TH'tFtf..ONE -" - --\1..----- PEDEsTAf (Ol#:sT)' -11>''''- -en \ BE ADJUSTED, IN mE FIELD .~ , I '-. / , - 'i~ \ / ~-~- ~~ ;" ..,.-- ---- ~ \ ,I ~ _.- ..... ! - / , i \ I -, \ \ 1!11~(J) .- --- ----- ~ ,lI6+aC __- 4. 0 , ...~~~ --- --- I____~----..-- ~~/_ ~ ..---= - t ,~~ US 6 EDGE OF AsPH~~~. i ! US 6 Jlf{1TE" EDGf-Wie-- I /' ! ------ jU LL 24" CMP W/ / 1// I ._--, _______ /________FLARED END SECTIONS ____.--/ / ' /? / :::~~~ " . i ~~ / ;:j / // m. "';:..u;,~~~/ T ~/ ! (------/----' //~ Ii / / /r//--;::7~1 1 , / / _ ~ _~ ! . Com uler File Informolion Index of Revisions Eagle to Gypsum Phase 1 As Constructed Trail Plan I c,oot"," 0.". 06/22/06 lnitin\, """ ~ 08/"/06 Bid 5ot....B .. . St 166+50 to 196+00 t LMtl.kxkficotionOQta: 062206 Initiob:L1.18 c:=:> eco.. .........-. NoRm5lOI'IS. a. ! '0' Po", '\-\--~' ~ " trail! R"""" o..i<p= l. a.."" S'"""w. I 00"_ "" Nom, Sh..tSol 2dw ~ . ,'. . ... . ., . . 0.1,;1." L a...... """""" 511<.1 """'.... 7 ~ kod v~_ 2002 Sc~: 1 ;50 Units: ENGUSH c=:) ". .." . .. . . ." .". . . . Yoid; Sheet Subset; Sheet Subteh 2 of 5 "",.oa 'U.. --~----- i'r.J~()IJ I ! 1 I , GR/J'RIC scALE 1 ~r-L 3 l l ! (111 ftI:t 1 t"""""'''. .. 1 I 6 . 1 'f~\:~::,I<.~ (:*'~r:.:.~:~\: I ! Index 0\ ReVISIons Eagle to Gypsum Phase 1 As 1rail plan ce/NOn BiO Set LMS -~"'-'-------- Sta. 196+00 to 222+00 o~/nl/O& U1ility Re;ocates ny Oti'lers LMB ecQt~~i.l~... No RevisiDfI<;': Re..ised [)esigr>ef t. Borger Deto;((:c L Burger Number e Drowin Nome lio\d Sheet t1cDd Vt.f, 2002 -- tJl1!!. 'iT" ~- \ ~ \ I ! \ ~ GRtJ'l'\1C scAlJ' 6 ~~ (;~'1'~f:N.: ,~t:;'~ twftl!lll 1......... f\. \f\de~ 01 Rev'\s'\ons Ea9~_~~~se "\ M OB/l,/GB 8id Se\ lME ecg~~~i~!.. . ~R&'i\5;(l(\S 09/01/05 \j\ihty Reklcntes by QtMfS 1MB Re'llsed 0\ 01 1:1 NI;\f1\)ef 9 "'{lId' Sheet FOLLOWS llRAPIllC SCW: PROPE'RTYSEAGO RfTAININr; WALL 11' ~W ~ i 251f81.12 39 LF 5TACK[O M5[ BLOCK WALL BEGIN STA. 240+28.63 ( .nar) END STA. 240+6762 l........ fl. " US 6 EDGE' 259+00 t ! I ~ , , . I ! I I 6 , OF ASPNAL T 1 , US ;c.~~~~; ??~.I. ~~r;~ , ! Index of Revisions Eagle to Gypsum Phase 1 As Constructed Trail Plan I Creolion c:::> 08/23/06 Bid Set 1MB -~-~-,.,~- Sta. 234+50 to 265+00 ([]) 09/07/06 Revised Seago Section lMS ecot~~;.'.f.. . No Revisions 1'\2005\lOO.'5"5~] c=:> Revised Drowin Nome Sheet Set c:::> Void :) of 5 Nwmber 10 Aced Ver 2002 Scole [NGLISH c:::> Sheet '1;10LU LANE (SHOf'rN SHADfO) TO Bf IMPROVED AS A SHARED ROUTE FOR Vf"HICLES, CYCLISTS, AND PEDESTRIANS VIOLET LANE TO BE RE -GRADED, RE -DITCHED AND MAGNESIUM CHLORIDE TO BE APPLIED BY OTHERS. DEDICA TED TRAIL RESUMES A T VlOU:T LANE UPRR CROSSING VIOLET LANE CONTROL LINE FOLLOWS 4' STA.-l68+8J.16 OfTSfT NORTH OF SOUTH EDGE OF EXISTING TIfAIL FOLLOWS SHOULDER UNION PAcrnc PROPERTY TO STA. 282+68.87 !:NO SEACO SECTION CDNSTRUCTION BID SECTION J STA:266T.64f6 CiGD flEGlN VlOUJ LANE vrOLET LANE SECTION' iP ~ ~ SHARED TRAIL SECTION TA"266+6466 TO STA"28/+50 .'l!f . (BY OTHERS) .' z~<oD ~~~ ., /RIGHT OF WAY ~ HOL Y CROSS PO VIER ~ - ' 7"'""'~ ~ ~ POLE AND/OR LINES . 1# I - ~ - ~ ~ TO BE RtLOCATED OR ,/ ~ ~ ~ ~ RAISt;O (BY OTHeRS) ~' ~ ~ ~_~:~: ~> ~// :1 _/ I~~ ~EXISTlNG BRUSH ~ - ~ CREEK STRUCTURE ~ ~ _ ~ ~ ~ UNION PACiFIC CENTERLINE ~ UNION PACIFIC RIGHT OF WAY US 6 WHITE EOCE LINE FENCE DOES NO T ~ " FALL ON ROW LINE '-US 6 EDGE OF ASPHAL T #'J,lrru;/ '11; f.S 256Jp f 996, r" GRAPHIC SC~ / / ~_..-LW '\' i ( ......) t....-. ... SEE ALPINE ENGINEERING PLANS A/. A2, AND AJ FOR ADDITIONAL TRAIL CONSTRUCTION ! ~~/ ; CEN TERLlNE / / l UNION PACIFIC / / I RIGHT OF WA;: / , / I - I / / , NOTE #2 I / END ECO TRAILS EAGLE TO GYPSUM PHASE 1 I SCALE /".50 / /' ~~/'i:~f ~~:/~fJ:a:g ;g;t&~~O%:~;~TlON ~ / AT VIOLET LANE/UPRR CROSSING/US 6 ROUNDABOUT ; / I ! Com uter File Information Index of Revisions Eagle to Gypsum Phase 1 As COf\structed Trail Plan iCe,""" 001, 06/22/06 '0,,',01,' '"B ~ OB/23/06 8~ S,' ,"8 eco .' . . Sta 265+00 to .283+00 _ ,,,' "'"',/,,,",, Dol. D'l 07 06 ,,,,,,~. '"B CIJ) 09/07/00 rod B~ Seclioo 3 ,"8 "0 R,,~"". . , ,--., t 'I DeSlf,lMr l Bof9~( St(l.J(ture ! fu>> Poln. ,"""'1'""'''' '--' ra I f R",,,d I o'o.~ r;" """. Sh"ts.l 3 d. ~ . . . . . v ~ o.\ui~,. l 8019" "um"'lS 6 / 6 Sn,,' Numt<1 1 \ , !<C'"' V.. 2002 Seol, 150 Uo'ts ENGLISH ~ . . . 0 Sh,,1 5",,1' Sn'" Seb,d, 0 +00 ------- -- -- ------ UNION PACIFIC CEN7ERLlNE .~ Signa7 STA" 7991.2237 71.52' R TfPE _, W/ ,.3K END U TlU T7ES TO BE L ADJUSTED 7N TNE: * PLAN 7NVOL VES M7NOR GRAD7NG naD (BY OT7-fERS) W7THIN TflE L/PRR ROW ON WEST APPROACH us 6 EDGE ASPNAL T CJfD TO ADjUST SLOPES FOR DRAINAGE CROSS SLOPE OF TRAIL APPROACliES AND UNE BRIDGE DECK TO BE 2% SL OPING' TO mE STA: 797+53.45 NOR If-! A WA Y FROM US /-fIG7-7WA Y 6. 882' R FIBER TO CONDU7 T (SAN ISABEL, (AU RELOCA TE WORK BY CJfD l GRAPHIC SCALE ~-LJ.-.J - 1 i t ...".1') 1....... tl. ,CALE' " - 2.0 6 SCliloluU,fR ! c,,*,C(}N jl,lf'fV. .~<..".. ~ .~s.,'~~, Index of Revisions Eagle to Gypsum phose 1 As Constructed Skillman Gulch c::J D6/13/06 Bid Set lMS ([]) 09(07/06 Utility Relocates: by Others lMS ecot~~i.I!.. . No Revisions Crossing Plan c::J Re...;sed Designer I.. 80rger c::J Detoiler L Borger c::J VO.ld 1011 Sheet Number 12 Sheet SET NOTE 3/S7 SHEET 20 FOR STA. MSE WfNGWALL CONSTRUCT/ON CENTLRLINE TOP OF US 6 BOX VERT * TRAIL AND STRUCTURE SL OPES 2% TO mE NOR TH 6490 .---.,- EXISTING GRADE A T CENTERLINE FINAL GRADE A T CENTERLINE f Cl) Cl)~ \l: ~, C\J::: ","- ~"- CQ"- "-~ "'~ 'f"JCl) 'f"J"'<} Cl)CJ Cl~ ",Cl ClCl Cl(:;j Cl~ ClK: <:) ~ Cl ,(() '"j(() '"j: .(() .(() '" .Cl .Cl .Cl .Cl 1 ~~ ~rv) ~('~ '"j' ~<::5 :::c:s ClCl"i gsCl"i ~Cl"i 'f"J 0) '"j. ~Cl"i gsCl"i c:lCl"i c:lCl"i c:lCl"i c:lCl"i ::2 ~'" ~:=::: ~~ ClCl) lr) 'f"J~ lrj ~ 'f"J~ lr)~ lr)~ 'f"J~ ~Cl lr)CJ 'f"JCl ClCl 'f"JCl 'f"JCl 'f"JiX ~Cl ~Cl ~CJ c:; c) 'f"J I (() (()lr) <0 tg (()'f"J \()tg (()'f"J (()'f"J \()tg 'f"J'f"J (()tg (()'f"J 'f"J'f"J ",lr) ",'f"J 'f"J'f"J 'f"J'f"J C() tg ",'f"J '" I \() '" \() '" "'\() '" "'\() '" '" "'", \()\() "'", '" , I I 195;00 1951.50 196+00 196+50 197+00 197+50 798+00 198+50 199+00 199;50 200+00 ~ I I , I I ! Index of Revisions Eagle to Gypsum Phase 1 As Constructed Skillman Gulch I Creation c=::) 08/23/06 Bid Set ",a Crossing Profile , last !nitials: LMB c=::) ecotr~i.l!. . . No Revisions ! f(ll! 1;\.lOOfi\m05-HI C,:) RiMsed: Designer ~ Draw,n fik: Nome; SheelSet Detciler: Acod Ver. 2002 Scale' Units: ENGUSH Void: Sheet Subset: Sheet Number 13 ~ 'f... ~ ~--"'"" ~", ,"" la~:J~1>>'f) ~j,'" -""'oF- ~ ~'~.:..."'" AS-...._J . 1'- , 'ii.' '" ~ "":: (r<P) \ ~- #-~- ~~~1~ ~~f04 (tIS ~::- . "",,," ~ )_J rfl':;: ,~iI""~J T~ 1/2:::~ -'" -- \ ~ ~ ,i,;a<aR ~ ~~ EQlW- ~ ~ ~ STEIl", \%'t~ ~ ~ ""riD 0 ~rWJ """"'" C\ I< -... ~ SfCnON~.. ~*;--- @ /1-" ~S\ 1 ~'----"-'-'~~-~ 199+00 198+00 196+00 ~:::~::;:z 197+00 I 1 l t , I I I ~ l I , I l ! Com uter File Information Revisions Eagle to Gypsum Phase 1 As Constructed Skillman Gulch i Creation Dole 1MB c::::> 1MB Bridge Cross Sections c::::> ecotr~~(!.. . No Revisions' i u,,' l/1iliols; LMB i F" k\2OOl'.i\2005--MI c:::=> R\WiS<<!: Designer: L Borger Struclvre c::::> Detailer. t. Borger Numberll ~ Draw,! file Name: SheetSet S,d....- _.._~ Void Sheet Number 15 Acod Ver ZOO 2 Scllle' N/A Units: ENGUSH c::::> SMet Subset: ~tSiJb~b: TO BE DESIGNED LOADING WITH 2' OF covER -- G\W'\llC seW! ~~ 247 + 00 t.-) ,..... t. -'-TO 75 'HJl.' 5000' -- _L__ __ - 1 --- \ , \ I 1 Cr "l cy I \ \ 1120 cy 6 I . r.tJ'lill'< \ wtftll 1 6 . . ~...., ,~.. , Un'lon pacHic I Inde" 01 Re,i\Sions (~.1'~=:l AS ~ con" uter File Underpass p\an \ Ofl/22/06 L'tttl CJ o~/"/O" B'Id :,e\ Lv,e w> Re\!'\$\ons ll\;~\Q\s: L'M\3 GGD 09/07706 f.B ~o-\es ,\.\6 eeg~~i~~.. . lles\9r.ec . \.ns\ ~O'j;\'CG\\Of1 (Jole 00/01 'Dc \,\1\'il$\1i:lt~:.-~\ ~ RfWised' \ fu\\ f'oU\ Oeto.\\e{ 'n CJ lJoid" Sabsel' 'I oi \ ~ w.oc CJ SOUTHEAST EXISTING GRADE ~ A T TRAIL CENTERLINE 238+94.36 650795 4. K 1875 75. 0000' VC -.~ 6520 6520 \() 0;:) C, "I"'. 0 "'>tl;j i-Cl ,','(',. ~~ .. "" -;.',,- I" 0-iG FINAL GRADE S2~ l.<j A T CENTERLINE . ,'..; 0 6570 ~. " .:,. 70 6 "CONCRETE UVELlNG PAD (T'(P) I ! EXISTING GRADE AT CtNTERLlNE I FINAL GRADE A T CENTERLINE DA TUM E'LEV . ~~ \()~ ~"" C)~ ~~ '- ~ 64B6~ f , c,< --;- ';;! "4-6'; Ii") ':t. "" Cl) ""6'; CJ ~O;:) ~ ~ Cl tzl Cl CQ I "4- r--;lCl "4- lCl I ~" < ~;::; 2' ~I.() ~ CJt<) C::i tl;j (-0 0) 'i '0tl;j I.()tl;j ~O::i 1J::lO::i :Soi C::i C::i -. C::i "" "" i;; -~ __ ",C)_. ; C.) If', i;; C, lCl If) ~ lC) i;;~ <.r)~ l;:) l;:)Cl lC) "'CJ ~CJ If) '0 CJCJ lr)CJ ~-~ ~.. ~ If'.\ lIj lCllC) lC)lCl lCllC) ~ <.0 <.0,<::> \() (0 <.0 \() \()~ <.0 \()lCl \() \()~ \() '.a ~ <.a \()<.a \()<.a \()~ <.a <.0 (-0 ~ \() I . 235+00 235+50 236 + 00 236+50 237+00 237+50 238+00 238+50 239+00 239+50 240+00 , I I ! Com ute!' File lnforrr\ot(on Index of Revisions Eagle to Gypsum Phase 1 As Constructed Union Pacific 1 Crootion Oate 06/22/06 Inilicls: 1MB c:::> 08/2S/06 Bid Set I.lIll Underpass Profile i last c:::> ecotr.~i.l.~.. . No Revisions i Full t\.t<106\UK)$_tHl c:::.) Revised Designer: L Borger Stwcture ~ DHlWi file Nom~ Sh.eetSet ~dw (=:J Deloiler: L Borger Numbers Acmt Ver 2002 Scnle N/A ENGLISH C=> Void; Shet:t Subset. Sheet Subsets 1 of I Sheet NJJITlber 17 -------------------------- GlUPllIC SC~ - - - - ------ ~~ l_...n t........ fl,. ~-- -::--' _.../? 9" CHANNEL "" ...:;:::J:" ~ MINIMUM 1 % SEE 40 pVC MOUNTED - OF CUL VER T - J AND TO OF VA nON I ------ , ------------------- I i [I/ltll \ -- I I I I ! \ I 6 . 1 I ~;:\\:~?;".~ ~~.\.~f::~ ! CO(("f)Utef F',\e \\1fOffn01.io0 Index o{ Rev'\S\OllS Eagle to Gypsum~?~~ As Union pacitiC ! oslO' /0C eMB C) 08/20108 Bid set 1MB Underpass Details l os eMB ClGD 09/01/0& \.JPRR Comments L\At1 eeQ~~~i~~.. . No Revisions l full Pult\ C) Re'J\sed". Designer C) (tetci\er' \ Drawi\'< ~,\e- Yoio "\ 01 \ Nulflbtr 18 [NeU',H C) Sheel ROW - - - 938 SF PA VED APRON TO CONNECT TO US 6 EDGE OF ASPHAL T. REVISE GRADE AS NEEDED TO DRAiN AT 2% PA VEMENT SECTiON TO MA TCH TRAiL SECTiON - ----~-,~~ DR/VEWA Y DETAIL NOTES: I. EAGLE RiVER RANCH AND RA. NELSON DPiVEWA YS WILL PEOu/PE ADDITiONAL. PA VEMENT AS SHOWN iN THE PL.AN DETAiLS. DRAiNAGE TO BE AD,JUSTED iN THE FL.EW TO SLOPE 2% AWA Y mOM US 6. NO ADDITiONAL PA VEMENT OR DRAL.NAGE iMPROVEMENTS ARE REOUlRED A T THE B&B DRiVEWA Y. 2. DRIVEWA Y CROSSWALK BARS SHALL BE SPACED 5' ON CENIER LA YOUT OF CROSSWALK BARS SHALL BE CENTERFD ON THE L.N EACH DRiVEWA Y DETAIL CPOSSWALK BARS SHAll. BE 2'X8' EPOXY PAiNT. 3.CljJ.~.J.YSTOP" SHALL BE PLACED NEAR THE EDGE OF DRiVEWA Y A T THE L.NTERSECTL.ONS(}lI::]y'STOP AHEAD" SHAll. BE PLACED 75'~100' BEFORE THE RI-I SiGN. SL.GNS SHALL BE 18"XI8" L.N SiZE AND CONFORM WL.TH MUTCD STANDARDS FOR TRAL.L SL.GMNG. FL.NAL SIGN LOCA TiONS SHALL BE APPROVED L.N THE FL.EW BY THE ENGL.NEER BFFORE .C;ET77NG POSTS I 4. SL.GN POSTS SHAU BE 4"X4" TREA TED WOOD AND SiGN PLACEMENT SHAU ~ CONFORM WITH ECO TRAL.LS STANDARDS FOR TRAL.L SiGN L.NSTAUA TiON. I ~----- , , I PA VE:-1"fio'// ASPHAL T APRON I TO US 6 ~OF Ao,'PHAL T. GRAPHIC SCALE ! REVISE GRADE A"S--Nf/ffjED TO . . . . I DRAL.N AT 2% SHOUL. ~ (wn:ttl , BE FL.LLE1j.;mH--aASS .6. __ I..... to ft. , PA VEMEN -&E1;J20N TO~ A1A/'6Ii..~ ,- I /~--:rfMZ...5!.YLQli.._.. -. ....._.-=-......:::::::..;~....~.., I r Index of ReVisions Eagle to Gypsum Phase 1 As Constructed I 1MB c:=) 08/23/06 Sid Set LYB Driveway Details lost Modification Date.: 08 22 06 Initials: 1MB c:=) ecotr~~f!. . . NQ Revisions: - ~\~l c:=) Revised" Designer. L Bar!}!'f Structure c:=) [}etoiler. L Borger Numbers c:=) Void; Sheet Subset; SMet Sub~t5 1 of I Number 19 lJItC:1mU lENGTH (!) NOTF-. KCriiiiiE-RrrAININC IfHl1 :~~h OET~ SHOWN AT ENO or TMS PUN SET ARE FOR ~ncw OIlItr C/JNT1Q4CroR Uolr USE AM1THER MSt: 81..0CJ< UWJFACTIMER AS A/'PfKJVCO BY TH< r fNCINEER 1 STACKED USE BLOCK WALL SECnON (3.5'~O') Sl ~" - '"-0. ~i'lD ~l.fl If'.fi1NG PAD TV B€ USCD RJR STACK!J) BlOCK ~ 0It( r 6X6 CEJ:i4R POS7S . 6'-0. O.C .w.4X. w/ 12. 0i8ED. IN CONC. PIER AUCN TfWl. -5:IIX FACE OF FIRST 2 POSTS NCARt:SrroI.JRiDGEW/IHSIOEFACE i OF CXJSTN; BR10CC RALS (T'rP) r'~ ~~ {~~ Ii CJ:OGR1O INSTAllED AS PO i?~ ~ I14NUFAC~~ ~C04TKJNS ~ i.... I It ~ . tr_ CONe Pi€R W/ ! .' IJIN. ~"-{). C/.I8ED. DrT!NtXD SJ.lCH77..r i ~ ro (TYPJ Sll'Bf -fT, OR OTHER r """"""'_TION , SYSrDI I I 2 USE WALL SECTION (!O'~6') 3 USE WALL SECTION (6'-3.5') 4 HANORAIL WOODEN FENCE (SPUT RAIL STYLE) ! Sl 3/". .. ''-a. Sl 3~. .. "-0. Sl 3/6" .. 1 '-0" I i 6.~tflfil,lC~ 10 BE/JSt:OfDRALL r IJSE R(WOI?Cf:D 1M4US. CLASS B (;:(IN(;:RGF: TO , Be JNCLI.JDCI) N me COST OF ItISC RETA/NtIN(; *4l1 I I ! Com uter File Informotion Index of Revisions Eagle to Gypsum Phase 1 As Constructed MSE Block I Creation Date: 06/22/06 lnitialLlUI3 C=> 08/23/06 Bid Set LJjB I last Wodific<rtfot1 Dote: 062206 lf1itiob: UIiB C=> ecot~i.l.f.. . No Re:-Miol'l$: Wall Details I FuoIl Path' t~\.fOOI_kl~ Rw.-isad- o..iqMc L Borger Structure ! Ora... fk No"" SheetSet 6.dw C=> Detail<<: L Borger N\JlTlben kod W:L 2002 Sco~' N A Uoita: ENGUSH C=> Vol>t so..t Sub..t. ~l SubHb 60f6 ShMt tiumber 20 6XU 248+00 251+00 2.54+00 6532 6532 W, (fUll 6532 260100 237+00 '>20 H.C ~w 240+00 '528 6528 "32 65~a ~>> 6528 6516 5$,16652~ W. 6!j;~ 6528 5.536 6!i? 6512 M.Jl!i2c7 ''20 65?O ''2' 5532 '5?O 257+00 'SOB 85Nl651li 6516 65f6 6,528 6516 ::s -~o -20 0 ;0 W ,50< 6.5.-0 ~~ 652/5/2 6511 65/2 5512 6S'u (;,~'5 ,~_.J'(} (J N " 243+00 -.0 -20 0 ?O <0 6512 6536 233+00 1f$2f.r,G6 247+00 451$ ,~ 653." 1f,~,l504 6516 n" .<0 6528 -.0 -;>0 () '" '0 (fj,? ri.'i1L 250+00 ,~ 6,$2. 2591-00 .~ R~ ''20 ,~ . . .~ (j5~O _"0 ?C (J '" " If_fU .~ 65t6 6520 2361-00 65J(i . .~ 6511' ~ .~ n. 55}? ,:s,ft -4() _}ll f) N ." 242+00 65$26 232+00 fj.'i:lt5J2 65.1t52t Ifj,U -W_1'lJ G '" <0 65295;'11 65JP20 238-;,00 .~ 651~52.f 6528516 ~~ 551-6$2() 65A,"i/2 -.0 5110 -w.}\;) (} '" w 2581- 00 65Of5/6 6520 .= 261-1.00 5cS,s 235+00 -.0 -.20 0 ?O <0 ..50< to :to (J N ." --10 -2f) 0 ?O <0 245+00 ..~ ~J6 6528 6-S.0 .~ ,~ 231'00 ~~ 6$.2-1652. '5:i<52' 6S.16 65_U <l'U~ ,,,, 65;>4520 653;> .~ 65?O I {f~8 SSIJi 65;;?1IIl516 6516 6,~28 ! .~ .'" 1f.52. If!il~ 651.512 6512 65:14 I .,.~ I ..= .~ 65,8S08 '508 , , ~ (iJ/5 . . (f}OI{; I ~" 55'6 a~ .- -.0 -XI () .. -to -JU (J '" " _50< ,50650< '5'" -.0...20 {) ,,"'0 .0 ! ,'. ,'. ! I l 6 I SHEET UPDATED ! :r:;:,lJ;;t,1'.. :OR??~}, ~~~.~ ; Index of Revisions Eagle to m Phase 1 As Constructed ! Creolion LMB c::) 08/23/05 Bid LMS i Los! Modihcoi;Ofl In;tiols LMB QED 09/07/06 Re-vised Seago Section LMS ecot~~~I.f.. . l FIJII c::) ~ c::) c::) i [j\ i Number 11 sTi(KW "c,f ;01 nrK WAil () IAN illlt5 QI '" MSf al nlK wAil OllANnY/iS ,",,~/~ ",,~,/~ ~I~' 7;' ","IW i,::" " ;. . ,i ~~ ~".~; '" ,'iI'''' ~ ;[111;";55 ' .'6 , '" .'" I'" W" """ , ;;; ;ee;' ,'"/, "(. i, .,is TlNG ,"ROUNiJ ~ @ WAlL"CfNTfRLlNt "'\ ND "sf wALL #5 ~ 65,0 l' O:.>,H ~5"TAo;t;,)~; R ~, ,rl 'II'" """ i.. '-'" '-, ,,!WI "~""' ' '" 'CC' ;',,, " """ ""rrm' '- ",::,':;;;;;i::r~ ,,,,'~ /. :\ \'" Kif' " I IW "~,;;i ,," ",,' ."" 'x ."' '" J ,I .,,'. . PRopbcEV "RAVE '''IT::"2.s6;}g;~ .. :[,,~ I!f'~ "" '.i"" ,,. ,~" ;,,~ I' I ,"" ,; roW ,,644$ilMSE ~ '- '":':"/~" ~ ,"",;eX '\.,;.- ".,," ,.",,,,,, ~_w ~'''~ '- ,;"" , ('W' '""," ' '."~ii if ." C, ,,, '-, 1'- ',W/.r ( , rr'";,, I'" ;; i,,'" '~, ,,,,,., ,,0 'f/' ~~~~Si 7fffc O 6510 \ f 651 n .'1'rT,1 n' f;'V -- , " ","" we" ~II' '"~ " ' ,.',,, "/1'1 ~' . ' ' ' " ' "", " : s " , ',"",V." ' . " ' ' ' , ' ' " ~" ' ' :; ", " ii " " ' ;'. , :; ~I " ~ ", " " ' " ,,~,:" ,,","" ,. 40+00 - ,e ;; ,,"''' "," "," \ "',"" """ cO ,0 rn ,MAl! #Ii , a..rn WALL P2 ",m WAI! " ~ , ,,'00'" " '^," ~ "n' ,t: """"' "~~'i;:;' 'ii." "":,,::;(W~:; I,d oe"";W. '" "",,';;"'1 'if ~ ... ' ;;,;;;'w ,~,";;E:"':: :;;eee';; 'M"' I we' .;" ",,""',;; ;;;,.~ ,w' w <,,'i"; "" ",;,",; " i ,,''''"~~~,..,,~ \ 6 " - ,.- -''' "-,,' , """", i . . ,,"\0\0\09 >Noll I C .-::'. \ el' ''"'" " ",",CI"'"' (ogl' \0 Gyp'o," PI"".', \ '" "~I o"d Details , ,010""" ,,e ~. ,~~-]' . - ,rolles ,. , =-'"' ,'I^""' ^'. ~ ~ .",,, ,." \ "' ..-' ~ \ \ " ,',' .,01'. ..... - "".. ~ 0 cc,_ ' - ,""'" < -;:;;;,'~ .'dM'I>OO C<'" o9iOilub u'U. @ ~r""'\S ~,~ . . "".^-" r . " ..' , ,"",' ,,~,_" ='> I" . "..~ ,." II" .'" " I ," """,,", ,,~ " . ..... 'I '0; -' ;C,,, ~ D"'.O' '" N",'" .q ;::::--, , ,cod Vel 7002 -;;,,, N!' -;.1"'" - UNION PACiFiC CENTERLINE 4 /' - ~~T~DA~~~;--- - fLARE~1!;/TA. 1511'1135 - ~ ,N"" "", ,""eR'" - TO A: 151+1135 - GUARDRAIL TO BE IN~.%BY CDOT/OTHERS - - AS A PART Of INTER CTlON SIGNALIZATION PROJECT - . MAST ARMS, PULL BOXES, / - SIGNAL HEADS, PEDESTAL / - - POLES AND OTHER SIGNAL / - EQUIPMENT TO BE INSTALLED - BY CDOT/OTHERS ~ CROSSWAlK BARS .'-> '- INSTALLED \ BY OTHERS >- lc.J _J'Z c::, I CJ\2"Z G CJ 1 '0~Cl:: ;; ~ " I 1 , i GRAPHIC SCALE I ~~~ , l \...- ) I \1oodI-..eo nc ~:::__lP-",- Index of Revisions Eagle to GypSum Phase i As oa/23/O< Bid Set 1MB ~t~~i.I~... No R$'IiS1<l<'\S: R<1l"ised: f)as19Mr. De\oiler: Void. LOW POiNT [LEV 6510. 86 fllefl POINI ELEV 651224 LOW POiNI SIA = 243+5340 6530 fllGfI POIN! 51A 241+75,53 PYI 5TA 243 f89. II 6530 PVI = 241.1-4219 PVI = 6510.44 PVI = 6.512.90 = 7.DO AD K = 1429 K 6667 100 0000' 2000000' vc I ~ YC --- ,,~ '" (); ." i '" oi " II/eN POiN I [L EV 44 '" ")(); " to i-cs Nlefl POINT 51A 246+6412 '" 'oW ")- PVI SIA 246+64 12 "'" ~ "'to PVI [LEY 6526 94 lw ~8 AD _1200 ::::.::::,. = "'''' 100% -------- " 20' IIORZ " 25' VERT i l l ~ , I I I l l I " 6 I I SHED UPDAIED SCf1\llit,':il'_R : C{1'ttifil'l \ Il,ntR ! ,..' ~" .. a '".,,'~.. Index 01 Rev'lsioflS Eagle to Gypsum phose i AS Seago Section 1 tUB C) 08(23(06 Bid Set 1MB ~t~~i.I~.. . 1. 1MB ur.:.D 09(07(06 Rev'rsed Se<:lgO Sec\ior, ll,\a No R\'.'i\sions'. Profile t ,,\<~\lOOS,'~~1 ~ Re1ilserl '~ Drawi() C) C) Void \ 0\ 4 l' If) \;J 540 6540 ~' ~ If) "') If) lq <'" \0 LOW POINT HEV 6522. 71 'C LOW POINT STA 253r6775 LOW POINT ELEV 6570.26. ~ PVI STA = 2547.7775 LOW POINT 249r84.88 PVISTA 257rl9. 79 V) ;::: PVl ELEV 652271 PVISTA 249r4916 PVI ELEV 6511.54 'C ,;f; ~ . . 0 . . .. D 5 '" V) V) ~ A.D 6. 0 PVI ELEV A. .00 "' ~ " 'C 7 - K 20.00 "'> '" K 166 AD. 700 ~ 2:> tJ (j 70.00000' VC-- K 1429 70.00000' VC Kl i2 G; G; ~ ~ 70.00000' tJ ti /~~ :j J; s:S~~"- ;t::lC) '" "''''/ ~ 2'" &~ '" ~ ~~ ,. >~ 'C '" '" ~ 652lY V) ~;;:; ;;; '") ~6 100.0000' VC-_ ';'~ \0 ~~ 6~ ~t\( ,;-, l,j '" ;:> V);;:; HIGH POINT ELEV = 6522. 77 " :;; \2 \:2 ~ i2 "'C HICH POINT SlA 253r559.6 '" lJ '" '" Vi c., ti t:i P VI 5 TA 253+ 05 96 \2 \2 \2 \2 ~ ~ PVI ELEV ~ 6522.71 '" '" I" '" A.D. = -6.00 ~. . 100% K = 1667 -----~ -j 6510 .SlJjLE;: ~O;.'~~~ 6500 ! "V I " i ~~ ~~ ~o ~~ ~~ ~~ ~ ~~ ~ ~~ ~~ ~~ ~~ ~R ~~ ~8 ~~ ~"' ;:>~ ~~ ;:>~ ~~ ~'") ~ ~'C ~ ~'" ~~ ~~ ~N ~N ~N ~'") ~~ I :;;~ i2~ :;;;;:; :;;~ :;;~ :;;~ i2 i2~ i2 i2;;:;:;;~ ~~ ~~ ~~ ~~ ~~ ~V) I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I 2481-50 249.rOO 24.91-50 250rOO 250r50 251+00 251r50 252+00 252+50 253rOO 253r50 254+00 ! I I _. I.. 6 I Slim UPDATED ~."::~~,'.: c."'~::':}, ~l;';: f Index of Revisioos Eagle to Gypsum Phase 1 As Constructed Seago Section I Cee""". . lM[l c=:> 08/21/05 Rid Set . lMS .. . Pro f i I e Mod,t,cotlOfl . u,m c:.fGD 09/07/06 Revlsed Seago Section LMB eco. No RevISions. . full Path 1'\NO$\1005"~1 c::::) . tra ,'f ~ R . d Des'gner L Barger Drowin Shee\Set 6.dwg c=:> I. eYlse Dctoder" I Borger NlJrnbe!s Acod Vcr Scale N!A c::) . . . . . . . Void Sheet Sl,bsel 2 01 4 Number 25 '" '" '" '" "''' lr) ':I- 6540 ~ ") "'''' PVI STA ~ 260+8866 If) ~ <i;~ LOW POINT ELEV 652030 PVI '" Vl 'D'D LOW POINT STA ~ 259+3181 PVI ["LEV 6521. 14 PVI "'" "'''' PVI ~ 259+0209 AD 5.00 ELEV ~. 6519.81 K 2000 AD 100 100.0000' VC K = 14.29 0) 100. 0000' VC " VC "'..... ltiC\.) '" 't- f\j '" HICfI POINT EU.V 6534.34 ~~ "''> HIGH POINT STA 256+35. 98 ...,,, 1- "'" PVI STA ~ 256+35.98 ,," ....~ 0i(W '-Ol() l...Ji(l PVI nEV 653584 ~~ "'" ~... AD 12.00 '~~ lIi~; "'Ii) ~S2 iS~ K 8.33 ",,,, I.::: ":-<: % 65~ t; ~~ SCALE. ;: ~ ~O;H:!c;~ 6510 i ! ,," '" ",;;s ",'" ~~ ",'" .....ee, 'D I ." Oi~ .'> '> ~<o ..., -" "'c:; 2:~ "c:; c:; I " ii;", -" ""ii; ~~ ii; ~~ 4', "''D i2~ , '" ",,,, "'", "'", "'", '" t '" 1 )(50 2.56+00 256+50 257+00 257+5D 258+00 258+50 259+00 259+50 260+00 260+50 261+00 261"1.50 I ! I I t 6 l UPDATED SCfllill!f:;(R : ,,QR(.){)I<I I M[~[R ,.. ,., ... . . ~*.. ,~.. i Inforrnotion Index of Revisions Eagle Gypsum to Phase 1 As Constructed Seago Section 1 Initials. 1MB c::::::; 08/23/06 Bid 1MB , Lost Moditn:atior'l Dote IOI'lials LMB Cif2) 09/07/0& Revised Seogo Section 1MB ecot~~~I!.. . No Revisions: Profile ~ Full Potlr I,\~OO~\ZOOS--~.\ c:> Revised ~ Drcwin fde Name SheetSel 6 dwg c::::::; ktld Ii!!;; 2002 N/A ENGI.JSH c::::::; Void Sheet J 01 4 Number 16 ~ ~ 6540 PVI SIA = 262+16.25 ~ '" PVI ELFV 652939 <0 '" "'''' HIGH POINT ELEV = 653065 "'''' AD -500 ,;,g; CO" "''' i- C:) HIGH POIN I S TA 26.3f 79 52 -l-C:; K 20 00 ~ ~ "" "''' "'''' "'''' " "'''' "'" 0,~ 0,L:j 0,t;.; ~4.J ~~ ~~ '" "'''' "'''' I 'f1Z-- ~ 6530 100% PVI STA 263+79.52 --- PVI ELEV ~ 6537.03 A.D. = -2.00 K= 1000000' VC ;" =-20' 6520 r 2.5' 6510 t EXISTING GRADE A T CENTERLINE ! -~- FiNAL GRADE A TeEN TERLlNE l '"' ;::~ "':> ,,~ "," " "," "'~ ",'" ,,~ ,,~ -~ ,,;;; tr!~ 4., ~~ ") ~~ l .. .'" <~ .'" 1\) OJ "'0; ~'" ~ "c:; "'c:; "'c:; "c:; C:;c:; "c:; <:j ~~ '" "- ~'(J:) , " ('\J In ~" ~" :;:;:;:; "" ~" ~" "" ~"l "" " ~ ~~ ~ ~~ '"' ~~ ~~ '" l " ~~ ~i2 "'~ "l", "'~ ","l "'", "'~ ",'" "'", '" to "'to to I " to '" '" '" I ! 1..50 262f 00 262+50 263+00 263+50 264+00 264+50 265+00 265+50 266+00 266+.50 I l SHEET UPDATED 6 SC.>IJ,lVCJ:R ; r;:;ROO# Il,If'ffR ,M.'....... '''....0.. Inforrnotion Index of Revisions Eagle to Gypsum Phase 1 As Constructed Seago Section LMB <::::) 08/1.1/06 Bid Se-l 1MB InOti(Jb LIAR c&:D 09/07/06 Reyised Seago Section 1MB ecot~~;.'.f. . . No Revisions: Profile 1,\:rooS\2:(105-S~1 c::) Revised l <::::) Oetoiler I Ver N/A Un,ts ENGLISH <::::) Void Suhset 4014 27 d_ ""'> ~ "" UDlc:I pDO~ -... """"" Ii . r: ~ Iii i 1 1 \ \ \ > 1 \ \ I 1 \ 1 1 - 1 1 i I 1 I 1 I l_ I J 1 -- I ~-- .- i\ ( I 1 \ "' t ...----------.....,< : \ ! I \ -'--'.~.- -- ---, '011- "",~3l.'tll r. ~~00d \1 J%1O"i~ 9 }..,,~ ~ - ~ \\~ ~~ lal &1 \ \\ " , \ ..... s\ // " " ('... ---~-- -------- /---------- u,. UNON PAClAC RAIlROAD CROSSING- TRAL SECTIONS ~~ H. T.5. i~ ~ ! _ I\MR1MY W . IlWIIt (T-.) L ~ -.m. U If' SECTION A-A . : ., lIE " ~I -- I.lf ~~ wan LA<< ~ -- -- I~ ..- n 1ft 1IlE ASPHALT BIKE 1RAIl. --- 10__ D c:a. ~ ~. ., Ii SECTION B-B :,,,".., '. ~ ": . , .. -- r _T MAT ! _r_ 10__ -~ __10 -- ~ i - .... __ 1ft 1IlE ASPHALT BIKE 1RAIl. i ZI"'~l>. I I :; ~ '. . ,,; -..-,., :"'.:';;..4 .~.~. ".. ~~ '-.4 ) ". . SECTION C-C .". . i I I I ~ -- 10__ SIET .\-3 _.. '-..---- Base Levelina Pad Notes; 1.n.~1*l1l1o~ ~cf~... OI'2,OOOpaOt~ - t t I - f '--of - (-...) (-...) ""'_fI .._""" """ CNohod -~ _TIo Rodlllf se.-) '-- - -""'- _. -,,- ,........~~.WTtIp~ (" ..........) ., CNohod ..... 'MIIn.........~.~~ (-...) ,,"""""- "ln3ol4"~IInd___flbrie'" ,-- .,,31(".,....-1........ ... ,-- (.-...) "'~(Jf""""'bacl<.dfain ~~(Jf"""" ba;lhln ~ _thdIId bf~""'" ....-~by~....-. Typical Reinforced Wan SectIon TI'PicaI ReinfoFoed Wall Secllon Typical Gravity Wall Section Standard UnltIBase Pad Isometric Secllon VIeW SIMoWdUIII:.l'tMt~~ ~Unl-1.s.a:.:t StwldM:lUni.1"s.e..dl: .~&WI9N_v.yby~ ~~,"",=-of~ i-_ w..hw;tAEllCMdI2O" 3"ofSolFWII~9ItilrIMn ---......,.., s_ EIovollon -(l)p, __fI E-.. WIt....,., Z r~ ! t -, I 1. a-....alpunllo......~ I f -,,- Top 01 Wall steos _. 1.CI-*......~~ onCllll-=t~ol~Jor Mf ~ _","UnO. gMlQti:lloCOlbilM'lPfOPWIlhngI;L ~~ Grid & Pin Connection Standaro Unit ---- GeOQrId Installation on Curves .~"""VW'f "'- URI~Fll~. AppKI~ LiTlllI---"'~ CtvtI'lecl Rod( Of SloM) t --"- .... '+=CooUnit--. '+= Coo Unil EIov.- of_ ..-.. - f ~ NoilI: .- ..... '.1'1w~P*l.klblt~of <::n.IINd""Of2000plliz~ ~[- ~[~ _. _. -"- I ... I ,r 'Meo.00IIdlllii0lw~..~ ,,"""""- ..3.l("~..._~.. (_001) ~- Coo Un. PIon c..,UnlIPlon ~~OI'~__dfVI ~"~by~....--.. 2.eon.vnlll~for~ Univ....... 3-Plaoe Split Typical Reinforced Tlared Wall SectIon ~ "'~w.r"-'l. ~ Cap Un. Option Cap Un. Option ~UroI.,...v..rtal~ .~&A...~ .000000MQnc&"'~ Geoqnd Inolallation at Comers Levelin~ Pad Detail WlIVWfby" ~ MYwyby~ ~2003~~.....~ DRlgq.b-~.ubMlyQf"KEYSTONE........~Ilr'lI1. ElclMnIi No """ ....... .. _J -.. -, """ ~,~Nl'IaIlmiWodlDbnMiIooand~~.... RKM Standard Unit 18. Tn Plane Face Details ~dv..Owneo:, TM~iI"--an"-...nIwt.. ~'I'IItIW1ItllO~~.~of~,",~of '--'-.- ~.. - _No ~OlIllbmIQ~~b"'~ AOOHII!lCIIClJJPN(( "'" Keystone Retaining Wall Systems T'*'*......ng~*'ll~kM-..IptoCMe~~. MtI*'Y ~tllOI.~d<Mt.Il>Wl~......-~.......roolbe oI-444W7lth8ft.t _. Typical Wall Details ~No ~ln""""(KInp.n._~lD"'~v.~ol -........ No_ M ~~w..~.lfle M2-1Q7-1040