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Home My WebLink AboutC20-352 BCP-ARR Houses Temporary Easement21325558.5 AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT THIS TEMPORARY CONSTRUCTION EASEMENT AGREEMENT (the “Agreement”) is made as of the _________________________, (the “Effective Date”) between the COUNTY OF EAGLE, STATE OF COLORADO, whose address is P.O. Box 850, Eagle CO 81631 (“Grantor” or “County”), and BCP-ARR, Houses and Lots, LLC, whose address is 1555 Blake Street Suite 210 Denver, CO 80202 (“Grantee”). Grantor and Grantee shall collectively be referred to as the “Parties”. WITNESSETH: WHEREAS, Grantor is the fee owner of certain real property more particularly described on Exhibit A attached hereto and incorporated herein, which is referred to as the Brush Creek Valley Ranch and Open Space in the County of Eagle, State of Colorado (the "Property"); and WHEREAS, the Property is subject to a Conservation Easement recorded in the Eagle County, Colorado real property records at Reception Number 201723583 (the “Conservation Easement”). Pursuant to the Conservation Easement Section 6.10, the Grantor may relocate ditches and laterals; and WHEREAS, the Wilkinson Ditch traverses the Property and Grantor possesses a decreed right to use water diverted at and carried through the Wilkinson Ditch, and specifically across the Property; and WHEREAS, Grantor acknowledges that Grantee proposed and agreed to construct two pullout areas on (the “Pullout Areas”) Brush Creek Road (one in each direction) in accordance with an amendment to the Frost Creek Planned Unit Development, approved by the County on January 31, 2017 reflected in Resolution 2017-033 adopted on June 27, 2017, as modified by Resolution 2019- 017, approved on July 2, 2019, and Resolution 2020-047, approved on June 30, 2020; WHEREAS, Grantee must also obtain a Right of Way Permit from Eagle County Engineering to construct the Pullout Areas and has submitted a permit application for review on August 4, 2020; and WHEREAS, a portion of said Pullout Areas will not be within the Brush Creek Road right- of-way adjacent to the Property and the Grantee requires permission to work on the Property; and WHEREAS, in order to complete the Pullout Areas, Grantee must also relocate a portion of a lateral of the Wilkinson Ditch (the “Lateral”) from its current alignment on the Property. For purposes of this Agreement, the Pullout Areas (including fence installation) and Lateral construction are considered the “Project” and Grantor desires to accommodate Grantee’s request; and WHEREAS, Grantee desires to temporarily use a portion of the Property for the purposes of access, grading and construction to relocate the Lateral and for construction of the Project, as described in the Final Drawings, including construction staging, parking, and storage of materials on the Property; and DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 9/25/2020 C20-352 2 21325558.5 WHEREAS, Grantor desires to grant to Grantee and Grantee desires to obtain from Grantor, a temporary construction easement on the Property for the benefit of Grantee for the construction of the Project, all in accordance with the terms and conditions of this Agreement; and WHEREAS, in consideration of the easement grant, Grantee shall design and pay for the installation of the Project as set forth herein. AGREEMENT NOW, THEREFORE, in consideration of the foregoing premises and the following promises, and for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereto hereby agree as follows: 1. Grant of Temporary Easement. Grantor for good and valuable consideration, the receipt and sufficiency of which is hereby confessed and acknowledged, hereby grants to Grantee, its contractors, subcontractors, employees and agents, a non-exclusive temporary construction and access easement over, under, upon and across the Property in the locations described and depicted as “limits of disturbed area” on Exhibit B (collectively the “Temporary Easement”) to (i) construct the Project as shown in the Final Drawings (defined below), including but not limited to, grading work, and the transport, stockpiling, and storage of construction materials, soil, equipment, and vehicles; and (ii) realign the Lateral that is located on the Property (collectively the “Easement Activities”). The Temporary Easement may only be used for access, staging, parking, storage of construction materials, and grading and construction of the Project by Grantee, its contractors, subcontractors, employees and agents. The Temporary Easement area may be fenced and enclosed as part of the construction site while construction is occurring on the Property. 2. Construction. Grantee is responsible for obtaining all necessary permits to construct the Project. Grantee shall cause its contractor to construct the Project in substantial conformance with the final drawings prepared by Brock Civil LLC and approved by Eagle County Engineering on September 23, 2020 for Right of Way Permit No. 019707-2020 as set forth in Exhibit C (the “Final Drawings” consisting of 17 pages), and approved by Grantor. Grantee has provided to County the Final Drawings for review and approval by County for its Right of Way Permit. When the County approves the drawings for the Right of Way Permit, those drawings will be considered approved pursuant to this agreement, which shall occur prior to Grantee initiating construction of the Project. Grantee shall bear all costs associated with this Project. Grantee’s contractor shall be responsible for any risk of loss occurring to material or property stored or located by it on the Property during construction of the Project. Grantee and its contractor shall comply with all requirements of the Right of Way Permit. 3. Inspection. Grantee shall notify the Grantor’s representative at least three (3) days prior to commencement of the Project. The Grantor is permitted to inspect the area where the Project will occur prior to construction, during construction and post construction. Grantee shall notify the Grantor’s representative within two (2) days of conclusion of the Project to allow for such inspection. The Grantor’s right to inspect the Project in no way relieves the Grantee of its liability for improper construction. The Grantor’s inspection is solely for the benefit of the Grantor and creates no obligation to the Grantor, and does not create a joint venture between the Parties. Grantee shall comply with all applicable state, federal and local government laws, codes and regulations with regard to the Project. DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 3 21325558.5 4. Acceptance of Lateral. Grantee shall notify County when Grantee has substantially completed the Lateral in accordance with the Final Drawings and this Agreement. “Substantial Completion” means the stage in the progress of the Lateral and restoration described in paragraph 5 below, as determined by Grantee’s representative, when the Lateral is complete and in accordance with the Final Drawings except only for completion of minor items which do not impair Grantor's ability to assume ownership and fully utilize the Lateral for its intended purpose. Regarding the acceptance of the construction of the Pullout Areas, the construction warranty period of 2 years is dictated by the Right of Way Permit. County shall thereafter have ten (10) days from receipt of such notice to inspect the Laterals and notify Grantee if it accepts completion of the Laterals, which acceptance shall not be unreasonably withheld (hereinafter “Lateral Acceptance”). Upon Lateral Acceptance by County, any improvements to the Lateral associated with the Project shall become the property of County without further action of either party. Subject to Grantee’s indemnification obligations set forth in paragraph 9 hereof, upon Lateral Acceptance and expiration of any warranty periods set forth herein County shall be solely responsible for the operation, maintenance, repair, and replacement of the Lateral as modified and relocated by the Project. 5. Restoration. Grantee shall be responsible for restoring all areas disturbed within the Temporary Easement, to the condition that existed prior to such disturbance, in accordance with the Final Drawings for the Project, including installation of fencing as dictated by the Right of Way Permit. Such restoration shall be consistent with the conservation values of the Conservation Easement and shall be completed to the satisfaction of Grantor within thirty (30) days of Project completion. Grantee shall include a dryland low grow seed mix for revegetation. Notwithstanding the foregoing, Grantor acknowledges and agrees that such conservation values may require restoration to the existing vegetation on the Property that may be delayed due to seasonal restrictions. If vegetation restoration and/or reseeding is required, and is delayed due to such restrictions, Grantee shall complete such restoration not to exceed seven (7) months from such delay. 6. Warranty. Grantee hereby represents and warrants that it ensures Grantee’s contractors and subcontractors will construct and complete the Lateral in a good and workmanlike manner and guarantees all work against defects in materials or workmanship for a period of one (1) year from the date the Lateral is accepted by County, or such longer period as may be provided by the law or as dictated by Grantee’s contractors or subcontractors pursuant to the Final Drawings. The Pullout Areas warranty of 2 years shall be dictated by the requirements of the Right of Way Permit. Within a reasonable time after receipt of written notice, Grantee shall correct at its own expense, without cost to County, and without interruption to County: i. Any defects in materials or workmanship which existed prior to or during the period of any guarantee or warranty provided in this Agreement; and ii. Any damage to any other work or property caused by such defects or the repairing of such defects. Guarantees and warranties shall not be construed to modify or limit any rights or actions County may otherwise have against Grantee in law or in equity. 7. Disclaimer of Interest. Grantee disclaims any interest in the water and water rights DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 4 21325558.5 carried in and through the Wilkinson Ditch and in the Ditch and its appurtenant structures. 8. Term. The Temporary Easement shall be effective upon the date of entry by Grantee, its contractors, subcontractors, employees or agents, onto the Property for commencement of construction of the Project. The Temporary Easement shall remain in effect during construction of the Project and shall automatically terminate on the date that is thirty (30) days after the Lateral Acceptance. Notwithstanding the foregoing, if the Grantee must re-enter to complete the restoration detailed in paragraph 5, the Temporary Easement shall terminate thirty (30) days after such restoration completion. In any event, the Temporary Easement shall automatically terminate no later than 18 months after the start of construction. 9. Indemnification Grantee shall and hereby does indemnify and hold harmless Grantor, its agents, employees and contractors, from any liability or damages that they may suffer as a result of claims, liens, demands, costs, or judgments against them arising out of the Easement Activities performed by Grantee’s contractors and subcontractors, including liability, loss, or damages caused by negligence of Grantee; by negligence of Grantee’s agents, employees, guests, or contractors; by violation of any law applicable to the Project by Grantee and/or Grantee’s agents, employees, guests, or contractors This indemnity shall extend to and include any attorney fees incurred by County in defending or responding to any such claim or demand. Grantee also agrees to indemnify County for any increased costs of maintenance and operation of the Lateral caused by Grantee’s modifications to the Lateral. This indemnity shall be an obligation of Grantee and its individual member(s). No provisions of this Agreement shall be construed to waive the immunity under the Governmental Immunity Act afforded to the County. 10. Insurance. Grantee shall cause its contractors and subcontractors to carry and maintain commercial general liability for (1) the sum of three hundred fifty thousand dollars ($350,000.00) for any injury to one person in any single occurrence, and (2) the sum of nine hundred ninety thousand dollars ($990,000.00) for an injury to two or more persons in any single occurrence, at their sole cost, insurance covering the use and occupancy of the Temporary Easement and conducting the Easement Activities. The Grantor shall be named as an additional insured. Grantee shall provide a certificate of insurance attached as Exhibit D. Nothing herein shall be construed as a waiver by Grantor of the limitations on liability which are provided to it under the Colorado Governmental Immunity Act, C.R.S. § 24-10-101 et seq. 11. Notice. All notices or other communications made pursuant hereto shall be in writing and shall be deemed properly delivered, given or served (i) when personally delivered, or (ii) two (2) calendar days after being deposited in the United States mail, certified or registered, postage prepaid, return receipt requested, or (iii) when delivered by FedEx or other comparable courier service, charges prepaid, to the parties at their respective addresses listed below. Either party may change its address for the purposes of this paragraph by giving five (5) days prior written notice of such change to the other party. DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 5 21325558.5 GRANTOR: Eagle County, Colorado Attn: Open Space 500 Broadway Post Office Box 850 Eagle, CO 81631 Telephone: 970-328-8692 And a copy to: Eagle County Attorney Attn: Holly Strablizky 500 Broadway PO Box 850 Eagle, CO 81631 Telephone: 970-328-8685 Facsimile: 970-328-8699 GRANTEE: BCP-ARR HOUSES & LOTS, LLC c/o Brue Baukol Capital Partners Attn: James Priestley 1555 Blake Street Suite 210 Denver, CO 80202 Telephone: 303.261.8222 12. Assignment and Successors. Grantee may not assign any of its rights and obligations under this Agreement to any other person or entity without the prior written permission of Grantor. This Agreement shall be binding upon and shall inure to the benefit of the Parties hereto and their respective successors and assigns. 13. Warranty of Title. Grantor represents that it is the record owner of the Property upon which the Temporary Easement is located and that it has full power and authority to execute this Agreement. This Temporary Easement is granted subject to prior, recorded grants of easements. During the term of this Agreement, Grantor shall not make or authorize any use of the Temporary Easement which is inconsistent with or interferes with the uses authorized herein. 14. Governing Law and Venue. It is the intention of the Parties hereto that all questions of construction and interpretation of this Agreement and the rights and obligations of the Parties hereunder shall be determined in accordance with the laws of the State of Colorado. Venue shall be in the District Court of Eagle County, Colorado. 15. Modifications. The Parties agree that any modification of this Agreement shall be effective only when made in writing signed by both Parties. DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 6 21325558.5 16. Severability. Whenever possible, each provision of this Agreement shall be interpreted in such a manner as to be valid under applicable law; provided, however, if any provision of this Agreement shall be invalid or prohibited under applicable law, such provision shall be ineffective to the extent of such invalidity or prohibition without invalidating the remaining provisions of this Agreement. 17. Recording. This Agreement will not be recorded. IN WITNESS WHEREOF, the Parties have entered into this Agreement as of the day and year first above written. GRANTOR: EAGLE COUNTY, STATE OF COLORADO By and through its County Manager By:______________________________________ Jeff Shroll, County Manager DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 7 21325558.5 GRANTEE: BCP-ARR HOUSES & LOTS, LLC, a Colorado limited liability company By: BCP-ARR, LLC, a Colorado limited liability company, its Manager By: BCP-ARR GP, LLC, a Colorado limited liability company, its Manager By: BCP GP, LLC, a Colorado limited liability company, its Managing Member By: ________________ Name: Chad A. Brue Title: Manager DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 8 21325558.5 EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY PARCEL 2: UPPER RANCH A PARCEL OF LAND LOCATED IN TRACTS 61, 62, 63, 64, 65, 67 AND 69 AND LOTS 2, 3 AND 4 OF SECTION 14, IN SECTIONS 2, 10, 11, 12, 13, 14 AND 15, TOWNSHIP 5 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, WITH THE BEARINGS SHOWN HEREON, BASED ON A BEARING OF N01°01'34"W FOR THE 2-3 LINE OF SAID TRACT 69 BETWEEN CORNERS NO. 2 & 3, BOTH BEING 2 1/2" GLO BRASS CAP MONUMENTS ON 1" IRON PIPE, FOUND IN PLACE, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOW: BEGINNING AT SAID CORNER NO. 2 OF TRACT 69 ALSO BEING CORNER NO. 5 OF SAID TRACT 63, CORNER NO. 4 OF TRACT 60 IN SAID TOWNSHIP AND RANGE AND CORNER NO. 7 OF TRACT 88 IN SAID TOWNSHIP AND RANGE; THENCE ALONG THE 4-5 LINE OF SAID TRACT 63 N 00° 25'57"E, 1376.14 FEET TO A POINT ON THE BOUNDARY OF A PARCEL OF LAND DESCRIBED IN DEED RECORDED AUGUST 24, 2005 AT RECEPTION NO. 927202 AT THE EAGLE COUNTY CLERK AND RECORDER'S OFFICE, EAGLE, COLORADO, FROM WHICH CORNER NO. 5, BEING A 3 1/2" ALUMINUM CAP MONUMENT ON #5 REBAR IN CONCRETE, FOUND IN PLACE, OF SAID TRACT 63 BEARS N00° 25'57"E, 32.94 FEET; THENCE ALONG SAID PARCEL BOUNDARY THE FOLLOWING THIRTEEN (13) COURSES: 1)S 63° 53'22"E, 98.91 FEET; 2)S 57° 28'07"E, 17.09 FEET; 3)S 43° 41'12"E, 311.25 FEET; 4)S 43° 18'30"E, 471.12 FEET; 5)S 44° 46'44"E, 97.90 FEET; 6)S 47° 15'27"E, 52.82 FEET; 7)S 55° 20'5O'E, 61.81 FEET; 8)S 65° 35'39"E, 53.04 FEET; 9)S 69° 00'09"E, 48.79 FEET; 10) S 79° 41'31"E, 89.23 FEET; 11)S 79° 11'51"E, 197.18 FEET; 12) S 79° 30'59"E, 166.80 FEET; 13) N 00° 02'37"E, 4743.42 FEET TO A POINT ON THE 1-2 LINE OF SAID TRACT 62; THENCE ALONG SAID 1-2 LINE S89 DEGREES 57'23"E, 1461.13 FEET TO CORNER NO. 1 OF SAID TRACT 62, BEING A GLO 2 1/2" BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE 1-6 LINE OF SAID TRACT 62 S00 DEGREES 12' 12"E, 2586.67 FEET TO CORNER NO. 6 OF SAID TRACT 62, CORNER NO. 1 OF SAID TRACT 63 AND CORNER NO. 2 OF SAID TRACT 64, BEING A 2 1/2" ALUMINUM CAP MONUMENT ON #6 REBAR, PE/PLS #23089, SET IN PLACE; THENCE ALONG THE 1-2 LINE OF SAID TRACT 64 N89 DEGREES 06'20"E, 2795.86 FEET TO CORNER NO. 1 OF SAID TRACT 64 AND CORNER NO. 2 OF SAID TRACT 65, BEING A GLO 2 1/2" BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE 1- 2 LINE OF SAID TRACT 65 N89 DEGREES 46'35"E, 2641.57 FEET TO CORNER NO. 1 OF SAID TRACT 65, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE 1-6 LINE OF SAID TRACT 65 S00 DEGREES 04'57"E, 1322.37 FEET TO CORNER NO. 6 OF SAID TRACT 65, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE 5-6 LINEOF SAID TRACT 65 S89 DEGREES 44' 17"W, 1318.79 FEET TO CORNER NO. 5 OF SAID 65, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE; THENCE ALONG THE 4-5 LINE OF SAID TRACT 65 S02 DEGREES 13'30"E, 2691.91 FEET TO CORNER NO. 4 OF SAID TRACT 65, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" REBAR, FOUND IN PLACE; THENCE ALONG THE 3-4 LINE OF SAID TRACT 65 ALSO BEING THE 1-2 LINE OF TRACT 66 IN SAID TOWNSHIP AND RANGE N89 DEGREES 29'57"W, 1395.64 FEET TO CORNER NO. 3 OF SAID TRACT 65, CORNER NO. 2 OF SAID TRACT 66, CORNER NO. 6 OF SAID TRACT 64 AND CORNER NO. 1 OF SAID TRACT 67, BEING A 2 DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 9 21325558.5 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE 5-6 LINE OF SAID TRACT 64 ALSO BEING THE 1-2 LINE OF SAID TRACT 67 N89 DEGREES 29' 10"W, 1396.79 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY FOR BRUSH CREEK ROAD (EAGLE COUNTY ROAD P-307); THENCE DEPARTING SAID 1-2 LINE AND ALONG SAID RIGHT- OFWAY S00 DEGREES 04'25"E, 388.84 FEET; THENCE N40 DEGREES 22'23"W, 29.89 FEET TO A POINT ON THE 2-3 LINE OF SAID TRACT 67 ALSO BEING THE 1-6 LINE OF SAID TRACT 69; THENCE DEPARTING SAID RIGHT-OF-WAY AND ALONG SAID 1-6 LINE S00 DEGREES 04'25"E, 978.80 FEET TO CORNER NO. 6 OF SAID TRACT 69, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE EAST LINE OF SAID LOT 4 S00 DEGREES 09' 13"E, 311.53 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE OF SAID LOTS 2, 3 AND 4 N89 DEGREES 58'23"W, 3862.84 FEET TO THE WEST QUARTER CORNER OF SAID SECTION 14, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE ALONG THE WEST LINE OF SAID SECTION 14 N00 DEGREES 08'47"W, 302.92 FEET TO A POINT ON THE 3-4 LINE OF SAID TRACT 88, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, STAMPED CC88/15/14, FOUND IN PLACE; THENCE ALONG SAID 3-4 LINE N89 DEGREES 32' 12"E, 1056.88 FEET TO CORNER NO. 4 OF SAID TRACT 88, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1' IRON PIPE, FOUND IN PLACE; THENCE ALONG THE 4-5 LINE OF SAID TRACT 88 N00 DEGREES 03'05"W, 1360.53 FEET TO CORNER NO. 5 OF SAID TRACT 88 ALSO BEING A POINT ON THE 3-4 LINE OFSAID TRACT 69, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" REBAR, FOUND IN PLACE; THENCE ALONG SAID 3-4 LINE N89 DEGREES 27'38"W, 1408.71 FEET TO CORNER NO. 3 OF SAID TRACT 69 ALSO BEING CORNER NO. 6 OF SAID TRACT 88, BEING A 2 1/2" GLO BRASS CAP MONUMENT ON 1" IRON PIPE, FOUND IN PLACE; THENCE N01 DEGREES 01'34"W, 1261.15 FEET TO THE POINT OF BEGINNING. DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 10 21325558.5 EXHIBIT B DEPICTION OF TEMPORARY EASEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 7 ----------------~---=-:::-----:,-_ ~ ---------------. -. ----·-· -....... ,....,..----E:\Brush Creek Turnouts\Drawings\BCR -Grading and Erosion Control.dwg, 9/13/2020 12:40:08 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 r -S:: -,..., r:/). 0 VJ "Tj (") ~ u t"I1 -~ r:/). i ,..., "' C @ ~ n tr:1 0 I\ 1l " ) ® Jii?> en (") :::c ~m -m --1 .<.,"'.,.¢~~ or 'ic I> Co ""' ------( ~'>:,-· V(;.,-.01' 'Z idJV:,, •y,,--p !::!.' <.:J v-,c:i 0' 0 <·O z. lJ1 . ' '---p: i-" OJ,'11>' <'. ..... ::o,.c=:;-~~ Q, h1 r~: -t: ,_ _,'),' '<' ; ~ ' I" C, ~~ -------<:,if; R J..:'• ~ !SUBMITTED: ---APPROVED: DESIGNED BY: CHECKED BY: DATE: DATE: -DRAWN BY: EXTERNAL REFERENCE FILES: ------NO. 1 2 3 4 5 I -----~-~ "U -I m ;;o ;;o C en o m:;,;:: -u en )> -I ;;o C )> ;;o -I z m--1 z . G) o-. m :u -I () DATE 2/9/20 4/14/20 7 /20/20 8/3/20 9/15/20 l Ill r ) p -~ 1/ ;i? ~----~ ~ i t<, z. . ,,,. ~~ .,Ii 'D~~,/" Lt.£ ~~ --~ 11fi:oo . -48 ts-,.oo,qs ~ & ::t }' ()17j ~ £ fl! ~ & '-"·,, ·-, • 0"'"" -}/ -~~-:{5 ....,-0 ':t;'())VJ~ ·-.. ~ !7j,£:I $;: 0"0~ ' ;::f 8 ~ ;:;/ ,0 ...0: 0 .,, ·. <'-if~-B ' . -I tj,ft ~'---"' I'!]' ~ ,A" !j ' i;I "'t_ .::t;' 's-' ~. s, () ' ·, ' ..__ '·, "::"'/ " cf', "',~ ' -. ', ~ ',,, \ ' ' Al. I 1// . v,-,. -I 1/ , ! . B•sj -l , t I ;. , -✓/-I/ . · I 1 --_/✓· }!;,//\ 10•00.00 11/1/t!! , I\ I I II ti I l{/l I Ill!'.! /... , /IIJt\ II : y ' ,, . /' #J ;',# I 11•00.00 ~-~' 1:ti ~ ·· __ il I ~) -,jfr,· . , ~ \ -~ '\__ t;,•oo.oo w 0 0 0 0 ....... 0 0 0 0 '~ 16•00.00 ts•oo.oo )> ~ 0 ;;o ..., ;;o m....., )> )> s:: z m G) -I m m 'Tl ;;o m @~ cn m -I )> G) z G) 1J•oo.oo 14•00.00 12,00.00 0 en -I C ;;o OJ r m-o s:: )> -I ;;o en mo )> 'Tl REVISIONS BY LIMITS OF DISTURBANCE SUBMITTAL #1 VLB SUBMITTAL #2 VLB BRUSH CREEK TURNOUTS . FOR CONSTRUCTION VLB COUNTY APPROVED FOR CONST. VLB SUBMITTAL #3 VLB GVPSUM,CO 8,5<.J3 8•00.00 -. -----··--~= -. ------. -----BROCK CIVIL, LLC PO BOX3644 EAGLE, COLORADO 81631 OFFICE (970) 471-2121 VERN@BROCKCIVIL.COM EXHIBIT B to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 11 21325558.5 EXHIBIT C FINAL DRAWINGS DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 I I i I I I I ! I , i i I ' I I I l I I ! ~ -----l/l Cl) ..r: u C ...... 0 0 \..0 (Y') X 0 0 '1'" N .__, 0 "'O Cl) Cl) -..0 ::i 4- :r: u 0::: <( ~ ~ 0.... I'--- s:::j'" N rl . . N 0 N 0 N -....... (jl -....... (jl ~ <..9 s 0 +-' Cl) Cl) ..r: V') Cl) +-' ·-I- o::'. u co ..,.-- l/l O'l C $ cu ,._ 0 ..,.-- l/l +-' ::i 0 C ,._ ::i I- ~ Cl) Cl) ,._ u ..r: l/l ::i ,._ co rl <. UJ rl PROPOSED SLOW MOVING BRUSH CREEK VEHICLE ROAD TURNOUTS EAGL E COUN TY VIC INITY MAP 1) PROJ ECT IS LOCATED ON BRUSH CRE EK ROAD NEAR EAGLE, CO: • BRUSH CREEK ROAD MM 3.5 -4.5 2) WORK CONSISTS OF WIDENING FOR SLOW MOVING VEHICLE TURN OUTS, UTILITY RELOCATIONS, EROSION CONTRO L AND TRAFFIC CONTROL. 3) ALL SH EETS SCAL ED FOR 2 4 "X36" PAP ER SIZ E NOTICE: According to Colorado l ow you MUS T co m mence any lega l action based upon any d e f e ct in this survey within th r ee years afte r you first discovered suc h defect. In no event, may any action based u po n any de f ect in t hi s survey be commenced more t h an ten years from the date of certification shown hereon. EAGLE COUN TY COLORADO APRI L 2020 LOCATION MAP I --+ ( \ I 28/ / ' / -----f SCA LE 1 "= 5000' f t)r,v-&( 0 7 O; _, )-DJ.-0 APPROVED ·- By:.....i,.-"'l"--~~-,--,--,,-~ Dat;.cQ-j):.&,26 All gniding shall be in accordance with the Eagle County Land Use Regulations, the International Building Code and employ best management practices for grading and erosion control. Failure to comply with these conditions may result in the issuanc_e ,of a Stop Work Order until compliance is achieved. The following condltiqns are the most common violations: • Sediment,tnust be prevented from runninr'off the site through the use of best management practices (BMPs). • Dust must be prevent~ from leaving the site throu,&tt the use of BMPs. ~-Dist~ 59ils must t,e fe'-Vegetated within -fourteen (14) days after the worlc is completed or.if the worlc is suspended. / 33 SHE ET co C1 C2 C3 C3.1 C3.2 C4 cs C6 C7 CS-10 NO. FROST CR€€I< EAGLE, CO L ORADO INDEX OF DRAWINGS SHEE T INDEX TITLE SHEE T GENERAL NOTES EXISTING COND ITIONS PRO P OSED WIDENING GEOTEC H N ICAL BOR INGS EXHIBIT SIGNING AND STRIPING PLAN GRADING AND EROSION CONTRO L UTILITY PLAN TYPICAL SECT IONS DE TAI LS CROSS SECTIONS PO BOX 3644 EAGLE, COLORADO 81631 DIRECT (9 7 0) 471-2121 VERN(~),BROCKCI\!IL .COM - 18 ,, ' ~ \ V -<:J -. Ct -1'c , a, \~ss1 ~ {:t)f ~'\\,.',-_-..:-- en I- ::::> 0 z I-a:: 0 ::::> (.) w w I-~ ::c ~ w "' w .J w (!) w .J a:: <( I-w -(.) I- I: en ::::> a:: al >-(Il (Il (Il (Il (Il J J J (Il > > > $ $ >-' "' z 0 z (.) 0 "' '"' N F 0 "' U) "'"' (.) "-"" z J J ::, J 0 <( >' lo 0 ,... b!;! <( Vi ,... ,... "' ,... ,... 5 :, :, z 0 ':;' w (Il 0 "' "' (Il (.) o._ (Il ::, ::, o._ ::, "' "' "' <( "' 0 "->-,... z ::, 0 (.) 0 0 0 0 N N N 0 N ~ ---- '-. N '-. '-. '-. <( "' st 0 "' N "' 0 '-. z::. '-. '-. z::. N st " ro "' g .-Nl"")"<l""LO (fl w _J u... w u z w "' w u... ;;..: ;;..: w .... mm o::: Do wwo 0 1->Ww ~ O z y: ~o:::~u mo...U)w :J 0... w :r: tn <(OU _J <( z fr' ~ GS I SHEET co EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 I I -,,....._ Ill Q) ..r: I u C ...... 0 I 0 \.0 (V') X a 0 0 ""'" N -....., 0 "'O Q) Q) -..0 ::J ...... I u 0::: <( -2 <( (V') ""'" . . L.f) 0 .--I .--I 0 N 0 N ----(V') .--I ----O"l -Ol 5 "'O . Ill Q) -1--' 0 z I n::l I... Q) I C Q) l9 0::: u a::i / Ill Ol C I ·-5 n::l I... 0 / Ill -1--' ::J 0 C I... ::J I- ~ i Q) Q) I... u ..r: ' I Ill ::J I... a::i .--I <. l LU .--I GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO: • EAGLE COUNTY LAND USE REGULATIONS, INCLUDING BUT NOT LIMITED TO, ARTICLE 4; TABLE 620-J. • COMPLIANCE WITH AASHTO MANUAL, LATEST EDITION OF A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, CHAPTER Ill. AASHTO ROADS IDE DESIGN GUIDE, LA TEST EDI TION . • COLORADO DEPARTMENT OF TRANSPORTATIO N (CDOT) STANDARD PLANS M & S STANDARDS, 2012, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2019. • ANY AND ALL MANUFACTURER STANDARDS, RECOMMENDATIONS AND SP ECIFICAT IO NS. • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES • OSHA 2. EXISTING UTILITIES SHALL BE FIELD LOCATED, PROTECTED AND SUPPORTED AS REQUIRED DURING ROADWAY CONSTRUCTION. ANY DAMAGE TO EX ISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND THE UT ILITY OWNER. 3. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CROSSES, CONNECTS TO, OR RUNS ADJACENT TO EXIST ING UTILITIES. THE EXPLORATORY EXCAVA TION SHALL BE MADE SUFFICIENTLY IN ADVANCE OF THE WORK SO AS NOT TO DELAY CONSTRUCTION. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE CONFLICT'S LOCATION, ELEVATION, UTILITY TYPE, AND SIZE. 4. RESIDENTIAL AND COMMERCIAL SERVICE CONNECTIONS INCLUDING TELEPHONE, ELECTRICAL, GAS, WATER, SEWER ARE NOT SHOWN. FIELD VERIFY LOCATION PRIOR TO WORK . 5. REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES, INCLUDING OVERHEAD POWER LINES AND POLES, SHALL BE PERFORMED BY THE UTILITY OWNER. ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (800-922-1987) FOR UTILITY LOCATES SERVICE. CONTACT PRIVATE UTILITIES AS REQUIRE D. 7. ANY KNOWN TELEPHONE CONDUITS, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTEN T SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCA TION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH INVES TIGA TIO N AS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. 8. ALL EXISTI NG UTILIT IES MUST REMAIN IN SERVICE DURING AND AFTER CONSTRUCTION. 9. SEE CIVIL DETAIL SHEETS FOR ADDITIONAL REQUIREMENTS. 10. CONTRACTOR SHALL NOT IF Y APPLICABLE UTILITIES AS REQUIRED BY EACH INDIVIDUAL UTILITY PRIOR TO CONSTRUCTION. 11. OWNER TO OBTAIN ALL EASEMENTS, PERM ITS, AND NOTICES TO PROCEE D PR IOR TO CONSTRUCTION. 12. ASPHALT MIX DESIGN HBP -SX PG 58-28 PER KUMAR REPORT. 13. SEE KUMAR REPORT FOR ALL COMPACTION REQUIREMENTS 14. DEWATERING REQUIRED AS NEEDED 15. THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH EAGLE COUNTY PRIOR TO BEGINNING CONSTRUCTION. PROJECT CONTA CTS: OWNER; CHAD BRUE DBA BCP-ARR HOUSE & LOTS, LLC REPRESENTATIVE: MATT SHOULDERS 970. 328.2326; mshou I ders@frostcreek.com PO BOX 659, EAGLE, CO 81631 EAGLE COUNTY ENGINEERING; TY RYAN, P.E. 970. 328. 3560; Taylar.ryan@eag lecounty.us EAGLE COUNTY ROAD AND BRIDGE; JOHN HARRIS, DIRECTOR I ~, 970. 328. 3540; --,Jl'icfrri s@eogl igoun lyrn ~ --ro h 11 , ,1/ Ct. r",,'J@y eerjl eu· u ri+'I ' IAJ EAGLE COUNTY OPEN SPACE DIRECTOR P h il Kirkman 970.471 .9465 ph ii lip. kirkman@eaglecou n t y.u s CIVIL ENGINEER; BROCK CIVIL, LLC; VERN L. BROCK, P.E. 970.471.2121; vern@brockcivil.com PO BOX 3644, EAGLE, CO 81631 GEOTECHNICAL ENGINEER; KUMAR & ASSOC; DAV E YOUNG, P.E . 970.384.4837; dyoung@kumoruso.com 5020 CTY RD 154, GLENWOOD SPRINGS, co 81601 LAND SURVEYOR; GORE RANGE; SAM EKE RT, PLS 970,376.3154; som@goreronge.net HOLY CROSS ENERGY; KEITH HERNANDEZ 970.947.5439; kh ern ondez@h ol ycross. com CENTURYLINK TELEPHONE; JASON SHARPE 970,328, 8290; jason .shorpe@cen turylin k. com " • VJ f-- ::J 0 (/) z w (t f-::J 0 f--z ~ _J w <l'. w 0::: (t w z u w (_') I (JJ ::J (t co >-ID ID OJ ro ID 5 ~ ~ ~ > > > f-' (/) z 0 u .. "' "' N 0 [/) "" "-"" z ~ ~ ~ 0 ;;: ;;: 0 ;;: ui 0-~ 5 :, 0-0 f- w "' "' "' "' ro ID ll. a, ::, ::, ll. ::, (/) (/) "' (/) >-0-z ::, 0 u 0 0 0 0 w ~ N N N f-' ' ' "' ~ " "' "' 0 <::. ' <::. N " ro "' 0 z.-NVL() I I I >-' CD " "z ~~~ <( <( <( 0 0 O:'. 0 I I I I I I I I I cii 1:1 lL t'j z w Q:'. I w I >-' >-' l:J .... m m a:::: oo _J wwoo <( 1->W w ~oz~ z ~ a::: <.., u a:: [I) a.. V5 w ~ ::) 0... WI X (!)<(OU W SHEET C1 0 u ' w _J (') <( w EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 'J#irt@:Un' L"Jt¥N ... <~~: ... ~-45 .,.,,..,,~~~~-Z..-?it;c. :u<i !o ;· + ( .»,l"-""l,,...,""¾if_ •. ..t-~lft._~il,l,:M;m,1w!l;:,l•l•'''lW•,i.o,-•••«IM~l~~~~i\;~~"'-"'ll ,,,,,ri:~~'1~.:,1,i~AWrl~;:>''-'"'"'~~~ r ,:r .,-, · M. ,.-, t r_, r-~ffl'8i~~~~.aitbfr~£.l'tl,~j E:\Brush Creek Turnouts\Drawings\BCR -Existing Conditions.dwg, 9/9/2020 2:13:52 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 m >< Cl) -I z G) ~ m :::0 I m )> 0 m r m 0 -I :::0 0 L~ l______/"" -.... ,,, I I I I . / / i I .I /1 X _.,., I I I I I I I I I I '; I I I I I I I I I'\ / I/ ' ti, >< I--, [/) ~ I--, en Z (") ~ 0 tT1 ~ n ~ 0 C! z u I--, ~ I--, 0 z [/) 0 :!j g, '-) ® }G::::=--,::.;s<;::","c ¢-'SS-~ ::J:t:11 /;;,:.1., C;o,f_i\ _. 4),-~o/ ~ ,-_.,,,.,,,.. ),_,,. s;r., ~tt·.1f, ·. ,, -_-,,,,vie ~~----'\1 • { 0•. , o· -, ··-•.-1, ·, ' ·: r-, i>'.!' :,,}'B'. f .. -• .,,,., :P ?, m >< Cl) -I z G) -0 0 ~ m :::0 -0 0 r m :P ?i )~ )( k;,_ I I ::!bgr/ 2_1//'/1 [ I -511 ......-6898 ~ I ~ ,,-1 ----=----____ _,../' I I b ;(--------- - ------4-j-•-----~-------~ .. ., ~ -r m -0 0 Cl) -I ~ I I I')-, (/; I I I I r ~ I I m >< Cl) -I z G) C z 0 m :::0 G) :::0 0 C z 0 -I m r m -0 I 0 z m r z m "'_·' u ~~t;;: 'li,\.-p'.\ ~ , -,,, -.,_,, ·,1_:, A 1/,, 'lu'·. . ,.,, , f,; , . ;ff/~ ... ,j '1i~,,;,· .. tf._.1_,_,,: --;:;;_·-~--I~ D '°" / L l£ .,,~~"!!-~"!',.---SUBMITTED: DATE: ____ _ NO. DATE APPROVED: ____ DATE: ____ _ DESIGNED BY: ____ -DRAWN BY: ___ _ CHECKED BY: ___ _ 2/9/20 I I E2f5: 1 Ii •orJ . -48 REVISIONS SUBMITTAL #1 -~ 18~00,r;9 I BY I I VLB I f m >< (/) -I ~ ... ,-z G) -0 I 0 z ~~> m -0 m 0 ~ ~ ' r '-.r-6889 mz 0) (X) cxi "' I ~ w CJ1 \ CJ1 (X) . 0 CJ1 ow I I I /¢ ·1~J I I I 11_, /1/~ . I \ I I' I , I I I /1 I I '\ I I Id/ -1 I, I I 6888 I I I "\ @ -\ /3•00.00 6891--Ir 4 I, /4•00.00 1i, ~ 1;,•00.00 \ l 'ii.6•00.00 '-. '¾, ~\ \ t•oo.o0 m >< Cl) -I z G) :::0 :::0 G) ::; 0 z 0 C r < m :::0 -I m X Cl) -I z G) :::0 :::0 G) )> -I 0 z 0 -I 0 I EXISTING CONDITIONS m >< Cl) -I z G) C z 0 m :::0 G) :::0 0 C z 0 -I m r m -0 I 0 z m r z m I "' C') :c t-.lm m -I 2 EXTERNAL REFERENCE FILES: ---------t-----t------i-------------t-----11 3 4/14/20 I I VLB I BRUSH CREEK TURNOUTS I SUBMITTAL #2 7 /20/20 I FOR CONSTRUCTION I VLB I •-----------------4 8/3/20 COUNTY APPROVED FOR CONST. VLB I 5 9/15/20 SUBMITTAL #3 VLB EAGLE, CO I \ !!! /;2,00,00 11. 000 , 0 m 0 G) m 0 ,, :::0 0 )> 0 I I I I I I I \ I a,s. li,5-; · · 0 <.33 e•s2.33 ' \ I 9•00.00 ~ ~ \•00.00 I BROCK CIVIL, LLC PO BOX3644 I EAGLE, COLORADO 81631 OFFICE (970) 471-2121 FAX (970) 328-0875 I VERN@BROCKCIVIL.COM 144 I > t iYll/lfq EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 I I I I I I t I -.......... VI QJ ...c u C 0 0 I..O (Y') X 0 0 s:t' N '-" 0 "'O QJ QJ ..c -2 I u 0::: <( -~ Cl. 0) ..--I L/") ..--I N 0 N 0 N ---0) ---0) -O'l s "'O O'l C C QJ "'O ·-s "'O QJ VI 0 0.. 0 ,_ Cl. 0::: u co .,,,,.,. VI O'l C ·-$ ~ 0 -r;:; -:::, 0 C ,_ :::; I- ~ QJ QJ ,_ u ...c VI :::; ,_ ~r-1 . . . . UJ r-1 Alignment=Brush Creek Rd CL Station= 10+4 7 .48 Offset=-11.000 • 8 C:i C ,:J; Alignment=Brus Creek Rd CL \, Stati n=10+00.00 ffset=0.000 Northin =8405.2620 Easti 9=6462.3600 Northing=8400.5876 Easting=6510.8708 100.00' 2" MILL A OVERLAY~ EXISTING ROADWAY Station=11 +90.00 Offset=11.250 Northing=8334.1562 Easting=6638.9118 ~HMAAREA 1 2" MILL AND OVERLAY ~HMAAREA2 FULL DEPTH SECTION 500.00' 300.00' 16.00' ,_ ·-··-. .z 16.0 300.00' FULL DEPTH WIDENING~ SHEET NOTES: CONTACT GORE RANGE SURVEYING FOR DATA & SURVEY COMPATIBILITY PRIOR TO BID. Line Table: Alignments Line # Length Direction Start Point End Point L3 948.147 S71° 27' 05.61"E (6322.3633,8452.2359) (7221.2587,8150.6244) 500.00' PROPOSED EDGE OF ASPHALT ~ 0 PROPOSED WIDENING SCALE: 1 "~30' ~ 4" WHITE STRIPE (SEE C3.2) 100.00' N 30' 60' Alignment=Brush Creek Rd CL Station= 15+4 7 .48 Offset=-11.000 Northing=8241.5345 Easting=6984.8983 100 Alignment=Brush Creek Rd CL Station= 17 +81.41 Offset=0. 000 Northing=8156.6908 Easting=7203.1788 Alignment=Brush Creek Rd CL Station=16+90.00 Offset=11.000 Northing=8175.3400 Easting=7113.0188 FULL DEPTH @ DRIVE ACCESS ~ I I I I I I "' ,:--I I I I I ! 0,s,f I I I I I I \ I I I I I "' I-:::, (!) 0 z z -z a:: w :::, C I--~ ~ C w w w u, a:: 0 0 a. 0 :I CE: "' a. :::, a:: Ql >-m m 'S J J en > > > z 0 ,., N " "" 0 VJ z J J :::, 0 <( <( Ile' I= ,_ ,_ in VJ ,_ 5 :, :1 z w en en 0 Ile' (J :::, :::, VJ VJ "' 0 "- 0 0 0 w ~ N ~ ,_ -..__ <( "' .,. 0 0 -..__ ' N -..__ N .,. ,.._ ci .-N I') z ;.: a, .. ··z ~~3: <( <( <( Doo:: 0 <ii I w _j G:: w 0 z w I a:: I t: I ;.: ;.: w ..•• ID rn 0:::: DD _, wwoo <( t->Ww ~oz~ z ~0:::00 n::: rno..Viw ~ :::, 0.. W I X Vl<COO W m J > >-' VJ z 0 0 "' 0 "- 0 w > 0 "' (L (L <( >-,_ z :::, 0 0 0 N -..__ ., -..__ "' SHEET C3 0 0 ~ w .J (.') <C w m J > ., "" J <( ,_ ,_ :1 ID :::, VJ 0 N -..__ "' ' "' EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 7 E:\Brush Creek Turnouts\Drawings\BCR -Proposed Widening.dwg, 9/9/2020 2:15:49 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 .... ~ I I I //4 !IJl :\ Ill.' '""O 6 '""O 0 [/J t'I1 0 ~ CF1 -() 0 ~ t'I1 til ~ z ~ z 0 to 0 ~ z 0 t'I1 >< ::c: -to -~ 0 w q "' q \ ' ® :iJ?::a, D -~ ----(j ..:·~'.~~~·-:,>.\:.;_,-'. .. ::;/>·· Co/1..:,~,1 ,c·, ~~() ,!}. ." 4-~--~) _ ----vr::.: -:..--:,. \{{t, ~f ~ ~ r. Vl i:--, I) ; \/ i,..! /}? ,:9 1.:J ~' 0 /.\ .;t-----~ ~~ l}(~•----_/ 0 . \.-• i_•?~~ .. u' _·::::-t;1 ,q ;2 ' .,, .,,. '. ..... -~\.,.,,. 'r -1,ti.,«; ~ . 'Q-,. 1-c;,·. '~~~ SUBMITTED: ______ DATE: ____ _ APPROVED:____ DATE: ____ _ DESIGNED BY: ____ -DRAWN BY: ___ _ CHECKED BY: ___ _ NO. DATE I 2/9/20 I 2 4/14/20 ~ •.. V) 1/ f 1a1 I 1 ~ ,, C r r 0 I I ~//J !1,-,IIAI m -0 -I I ....,. I ~ 0 7<•oo 0 · -0o 0 M I m z -z '-Jj IJl/6/4 I II I G) l I I ~ 11111 / j Ill I /~/ \ I . II i I . w -0 . 73•oo 0 CJ1 ::0 -0o 0 0 0 0 0 -0 0 0 0 I 0 (f) 0) m 0 0 0 m l 0 G) ;O'> lo/ t----!1111111 !IA I m I I'""'> 0 ,, CJ1 I ~ -1--YJ. !if I )> 0 / (f) 0 (.,.) 0 I -u 0 0 Ii J I I 0 0 I I 1,,•00 )> -I -0o I 0 r -I I I I I 1# // lfflf' I /8 I .JI \ I -----:---I I /~if/la ( 111\!f . -: ,I J' . /, ;· ' I / I I I liltl!IIIJIJI t-1111 ;/ Ill/ I ! 75•00.00 g 0 0 6•00.00 )> -u -u ::0 0 l >< (f) 0 -r CD 0 ::0 z G) r 1h00.00 0 0 ~ 0 z I ~ -u -I~ Del[ ~ .i,,. -1s~oo,1Js REv1SIONS I BY I PROPOSED WIDENING SUBMITTAL #1 I v1LB I BORING EXHIBIT I SUBMITTAL #2 CJ) n:c wm :.a.m EXTERNAL REFERENCE FILES: _________ 1----,1------1-------------+--I I VLB I BRUSH CREEK TURNOUTS I 3 7 /20/20 I FOR CONSTRUCTION I VLB I -t 4 8/3/20 COUNTY APPROVED FOR CONST. VLB I 5 9/15/20 SUB MITT AL #3 VLB EAGLE, CO I I l ; 4 # \ ...>. 11,00.00 g 0 0 I I I n l •oo.oo 8;5<.33 ~ 9•00.00 BROCK CIVIL, LLC PO BOX3644 EAGLE, COLORADO 81631 OFFICE (970) 471-2121 VERN@BROCKCIVIL.COM EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 -,,-.... l/l i Cl) ..c:. I u C -0 0 '° C'Y') X 0 0 . s;:j" N __, 0 ""O Cl) Cl) ..Cl ::::, -I u 0::: <( -~ Cl.. 00 0 r--. (Y") . . N .--i 0 N 0 N ----C'Y') .--i ----O') -O') 5 ""O . C m Cl.. O') C ·-0.. ·-,_ ...... Vl ""O C m O') C C O') Vl 0::: u co -l/l O') C 5 m ,_ 0 -l/l ...... ::::, 0 C ,_ ::::, I- ..::.:: Cl) Cl) ,_ u ..c:. l/l ::::, ,_ co .--i <. LLI .--i ~ SLOW VEHICLE TURN-OUT 1/2 MILE D17-7 72"x42" Alignment=Brush Creek Rd CL Station=10+00.00 Offset=0. 000 Northing=8405.2620 Easting=6462.3600 820' +/- SLOW VEHICLES WITH 2 OR MORE FOLLOWING VEHICLES MUST USE TURN-OUT TRAFFIC SIGNING & PAVEMENT MARKING NOTES R4-12 42"x24" 820' +/- MUST USE TURN-OUT AHEAD R4-13 42"x24" 1. SIGNING AND STRIPING IMPLEMENTATION SHALL FOLLOW ALL TRAFFIC SIGNAGE STANDARDS SET FORTH IN THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). SIGN HEIGHTS AND LATERAL OFFSETS SHALL CONFORM WITH MUTCD FIGURE 2A-2 . 2. ROADWAY TRAFFIC SIGNAGE HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF CONSTRUCTION PLAN REVIEW AND APPROVAL. 3. CONTRACTOR SHALL REVIEW SIGN INSTALLATION LOCATIONS WITH EAGLE COUNTY PRIOR TO THE INSTALLATION OF ANY SIGNS. CONTRACTOR SHALL REVIEW THE STRIPING LAYOUT WITH EAGLE COUNTY PRIOR TO PLACING ANY STRIPING . 4. LOCATIONS OF EXISTING SIGNS ARE APPROXIMATE. THE GENERAL CONTRACTOR SHALL COORIDINATE WITH THE EAGLE COUNTY ROAD AND BRIDGE DEPARTMENT TO DETERMINE IF EXISTING SIGNS NOT SHOWN ON THE CONSTRUCTION PLANS SHALL BE RESET OR REMOVED 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH MUTCD STANDARDS. 6. THE DEVELOPER/ CONTRACTOR INSTALLING THE SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. ' 1000' +/- BEGIN 4" WHITE STRIPE (RIGHT) Station=11 +90.00 Offset= 11 . 000 Northing=8334.3932 Easting=6638.9913 SLOW VEHICLES MUST TURN OUT .,,,,, R4-14 30"x42" BEGIN 4" WHITE STRIPE (LEFT) Alignment=Brush Creek Rd CL Station= 10+47 .48 Offset=-11.000 Northing=8400.5876 Easting=6510.8708 RELOCATE MM 4.0 POST SIGN COLOR TABLE 7. REFER TO THE LATEST EDITION OF AASHTO 'S "SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS , LUMINAIRES, AND TRAFFIC SIGNALS" FOR SIGN POST, FOUNDATION, AND MOUNT ING INFORMATION. R17-7 GREEN BACKGROUND W/ WHITE LETTERS 8. ALL SIGNS SHALL BE MOUNTED WITH VANDAL-PROOF BOLTS. 9. PAVEMENT MARKINGS SHALL FOLLOW THE STANDARDS SET FORTH IN THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEV ICES" (MUTCD). 10. STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE T IME OF CONSTRUCTION PLAN REVIEW AND APPROVAL 11. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS TO PREPARE THE PAVEMENT SURFACE FOR PROPER ADHESION . 12. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. UNDER NO CIRCUMSTANCES SHALL BLACK PAINT BE USED TO COVER EX ISTING MARKINGS, OR MISTAKES IN STRIPING . ALL OTHERS WHITE BACKGROUND W/ BLACK LETTERS SIGNING AND STRIPING PLAN SCALE: 1 ''= 100' ~ DOUBLE 4" SOLID YELLOW CENTERLINE STRIPE ~ 4" SOLID WHITE STRIPE EDGELi NE END 4" WHITE STRIPE (LEFT) Alignment=Brush Creek Rd CL Station=15+47.48 Offset=-11.000 Northing=8241.5345 END 4" WHITE STRIPE (RIGHT) Easting=6984.8983 Alignment=Brush Creek Rd CL MUST USE TURN-OUT AHEAD I I I SLOW VEHICLES MUST TURN OUT R4-14 30"x42" 0 100' Station=16+90.00 Offset= 11 . 000 Northing=8175.3400 Easting=7113.0188 3000' +/- Alignment=Brush Creek Rd CL Station=17+81.41 Offset=0.000 Northing=8156.6908 Easting=7203.1788 N 20a R4-13 _ 42"x24" SLOW VEHICLE TURN-OUT 1 MILE D17-7 72"x42" 1280' +/- SLOW VEHICLES WITH 2 OR MORE FOLLOWING VEHICLES MUST USE TURN-OUT R4-12 42"x24" tJ) z I-:> <( 0 .J C. z C) 0:: z :> -I-C. -~ ~ I-w t,r, w oc1 0:: C) 0 z I: -z tJ) C) :> -0:: t,r, cc )--ll'.l ll'.l ll'.l <D 5 5 ~ > >--' 1/1 z 0 z '-' 0 " " 0 ,.., l/1 '-' "-"" z :::, -~ g: 0 0 "' <( i7i l/1 r-> z 0 r- w 0 "' " " '-' [l. <D [l. :::, " <( l/1 :i' )--.... z :::, 0 '-' I I I I I I I I;;..: Im ~~i <{ -0: -0: 0 O fr'. 0 U) 11 w I I f;: I I w I I o I I t5 I fr'. I t: I >-' >-' w .... co rn n:: 0 O _J wwo o <( 1-->Ww ~oz~ z ::. "' C) o es (I) a.. V) w 1-- =:> D.... WI X V)..;:(Q(_) w SHEET C3.2 0 0 .. w .J C, <C w EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 ' I i I t I ' i I I I I I I ili I I I ' -----V) QJ .c u C ...... 0 0 <..Cl (Y') X 0 0 s:;t" N .__. 0 -0 QJ QJ ..0 ::::l ...... I u a::: <( -2 a.. 0 .-I r--,. .-I .. N 0 N 0 N ......__ O"\ ......__ O"\ -O') ~ -0 . C ro a.. 0 ,_ +-' C 0 u u ~ ro ,_ I- a::: u ca _..,... V) O') C ~ ro ,_ 0 _..,... V) +-' ::::l 0 C ,_ ::::l I- ..:::.t. QJ QJ ,_ u .c V) ::::l ,_ ca .-I _..,... . . UJ .-I 500' ®P @ 9@ 500' TRAFFIC CON TROL CONTACTS: 500' 500' ® 8f?usff 0 Cf?t212k f?D 1500' THE TRAFFIC CON TROL PROVIDER SHALL HAVE AN ACCESSIBLE CONTACT 24 HOURS A DAY, 7 DAYS A WEEK FOR THE DURATION OF THE PROJECT IN CASE OF EMERGENCY. TRAFFIC CON TROL PRIMARY CONTACT: COMPANY: NAME: TRAFFIC CONTROL SUPERVISOR CERTIFICATION #: PHONE: CELL: FAX: EMAIL: TRAFFIC CONTROL SECONDARY CONTACT: COMPANY: NAME: TRAFFIC CONTROL SUPERVISOR CERTIFICATION #: PHONE: CELL: FAX: EMAIL: METHOD OF HANDLING TRAFFIC (MHT) 500' 30' 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL REQUIRED ONT EH PROJECT. ALL TRAFFIC CONTROL DEVICES, TEMPORARY CONSTRUCTION SIGNS, PAVEMENT MARKINGS AND CHANNELIZING DEVICES SHALL CONFORM WITH THE LATEST CDOT WORK ZONE SAFETY GUIDELINES, CDOT 5-STANDARDS 5-614-1, S-614-2, S-614-8, S-630-01, AND MUTCD, PART 6 TEMPORARY TRAFFIC CONTROL. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE MUTCD AND THE COLORADO SUPPLEMENT THERETO, THE STANDARD HIGHWAY SIGNS ANO THE COLORADO SUPPLEMENT THERETO, THE NCH RP 350 REQUIREMENTS, AND COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2 . SIGN LOCATIONS SHOWN ARE APPROXIMATE. SIGNS SHALL BE LOCATED PER THE LATEST MUTCD STANDARDS . 3. TRAFFIC CONTROL SHALL BE PROVIDED FROM:. 30 MINUTES PRIOR TO THE BEGINNING OF CONSTRUCTION AND 30 MINUTES AFTER THE END OF CONSTRUCTION ON EACH WORK DAY. 7 DAYS A WEEK. THROUGHOUT THE DURATION OF THE SLOW VEHICLE TURNOUT CONSTRUCTION PROJECT ON BRUSH CREEK ROAD. THE PROJECT HAS AN ANTICIPATED DURATION OF: AUGUST XXXXXXX, 2020 -XXXXXXXXXXXXXXX, 2020. 4. TEMPORARY LIGHTING PER COOT AND MUTCD STANDARDS WITH A HORIZONTAL LUMINANCE OF 5 FOOT CANDLES SHALL BE PROVIDED AT ALL FLAGGER STATIONS FROM THE 30 MINUTES PRIOR TO THE BEGINNING OF CONSTRUCTION UNTIL ONE HOUR AFTER DAWN AND FROM ONE HOUR PRIOR TO DUSK UNTIL CONSTRUCTION ENDS FOR THE DAY . TEMPORARY LIGHTING SHOULD BE PLACED SUCH TH AT GLARE DOES NOT INTERFERE WITH DRIVER VISIBILITY, OR CREATE VISIBILITY PROBLEMS FOR TRUCK DRIVERS, FLAGGERS, OR OTHER WORKERS. 5. FLAGGING PROCEDURES SHALL CONFORM TO THE LATEST COOT AND MUTCD STANDARDS, INCLUDING BUT NOT LIMITED TO, HIGH -VISIBILITY SAFETY APPAREL AND HAND-SIGNALING DEVICE. TRAFFIC CONTROL SHOULD BE CONTROLLED BY A FLAGG ER AT EACH END OF A CONSTRICTED SECTION OF ROADWAY. ONE OF THE FLAGGERS SHOULD BE DESIGNATED AS THE COORDINATOR. TO PROVIDE COORDINATION OF THE CONTROL OF TRAFFIC, THE FLAGGERS SHOULD BE ABLE TO COMMUNICATE WITH EACH OTHER ORALLY, ELECTRONICALLY, OR WITH MANUAL SIGNALS. THESE MANUAL SIGNALS SHOULD NOT BE MISTAKEN FOR FLAGGING SIGNALS. A SEPARATE, THIRD FLAGGER WILL BE REQUIRED AT THE COUNTY ROAD 307 ACCESS UNLESS IT IS CLOSED DURING CONSTRUCTION. 6. TRAFFIC CONTROL SIGNAGE SHALL BE INSTALLED ON A PERMANENT 2' ROUND STEEL POST THAT CAN BE ROTATED 90 DEGREES AWAY FROM TRAFFIC WHEN NOT IN USE. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED UPON THE COMPLETION OF CONSTRUCTION. 7. ALL SIGNAGE AND FLAGGERS SHALL BE IN PLACE 15 MINUTES PRIOR TO THE REQUIRED START TIME AND REMOVED/ROTATED AWAY FROM TRAFFIC 15 MINUTES AFTER THE END TIME . 8. A COPY OF THE TRAFFIC CONTROL PLAN AND NOTES SHALL BE ON SITE AT ALL TIMES THROUGHOUT THE PROJECT. 9. FLASHING BEACON (PORTABLE) SHALL BE INSTALLED ON "ROAD WORK AHEAD" SIGNS . 10 . OPEN EXCAVATIONS SHALL NOT BE ALLOWED TO BE UNPROTECTED WHEN CONSTRUCTION WORK IS NOT IN PROGRESS (INCLUDING OVERNIGHT, WEEKENDS, AND HOLIDAYS.) METHODS OF PROTECTING PEDESTRIANS, BICYCLES, AND AUTOMOBILE TRAFFIC FROM EXCAVATIONS, SUCH AS METAL PLATES OR CONCRETE BARRIER, SHALL BE APPROVED BY THE ENGINEER. THE COST FOR PROTECTING EXCAVATIONS WILL NOT BE MEASURED AND PAID FOR SEPERATLEY BUT SHALL BE INCIDENTAL TO THE PROJECT. 11 . NO VERTICAL FACES GREATER THAN 3 INCHES SHALL BE LEFT WITHIN 6 FEET OF AY TRAVEL LANE DURING NON-WORKING HOURS. ANY WORK AND MATERIAL NECESSARY TO PLACE A TEMPORARY FILL SLOPE FOR DROP-OFFS GREATER THAN 3 INCHES SHALL BE CONSIDERED INCIDENTAL TO THE WORK . ANY TEMPORARY FILL SLOPES SHALL HAVE A SLPE NO STEEPER THAN 3:1. 12 . ANY EXISITNG SIGNS THAT CONFLICT WITH TEMPORARY SIGNS SHALL BE MASKED OR REMOVED. THE COST FOR MAINTAINING, RELOCATING, OR MASKING EXISTING SIGNS DURING CONSTRUCTION IS INCLUDED IN THE PRICE OF WORK . 13. CONTRACTOR SHALL PLACE BARRELS BETWEEN TRAFFIC AND THE CONSTRUCTION AREA INCLUDING ALL TAPERS . 14. BRUSH CREEK ROAD SHALL BE RETURNED TO TWO-WAY TRAFFIC AT THE END OF EACH CONSTRUCTION DAY. OTHERWISE, A SEPARATE TRAFFIC CONTROL PLAN INCLUDING A TEMPORARY TRAFFIC SIGNAL SYSTEM WOULD BE REQUIRED FOR THIS PROJECT. f:J N g $' g· ., , 0) ,--100' TAPER W/ ■ W20-7a 36"x36" 500 FEET W16-2 2 4" x1 8" 0 CHANNELIZING DRUMS@ 20' SPACING LEGEND: ------- •• ,__ __ _ ~ CHANNELIZING DRUM @ 40' SPACING (TYP.) 500' 0 Q EXISTING ROAD FLAGGER LUMINAIRE BE PREPARED TO STOP W3-4 36"x36" ® ~ 100' TAPER W/ DO NOT PASS R4 -1 24"x30" ROAD WORK AHEAD W20-1 36" x36" ® PASS WITH CARE R4 -2 24"x30" CHANNELIZING DRUMS @ 20' SPACING 500' ......__ 30' 500' 500' 1500' MUTCD TEMPORARY CONTROL SIGN FLASH I NG BEACON N 0 100' 200' SIGNING AND STRIPING PLAN SCALE : t"~l00' 500' NO PASSING ZONE W14 -3 36"x48"x48" ® END ROAD WORK G20-2 36"x36" 500' . H ::.: p ,.:; '" . ') . ,;,\ , ' /) ', 1.-~ ' , '<;~-~--0:·' 'ti~"O ~ ~ ~ · __ -'iI:.,f'!'s i)_\. .,,,. "<It_"--' .,.✓,.$ "'->.L ,'.:-,,.~ .. ·' ... --:;· ..,_-., ·'•-0.:..~'-'---__ ... w z~ < :, .J Cl) 0. 0 .J .J u Ow ~z ~< z .J oc uz ~ :, u. 0 u. 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ID _, > "' "" _, < " ;;; ID ::, 1/J "' SHEET C3.3 0 (J ~ w .J C) <( w EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 --·-----------·-·~---------------~----~---~--·--·~--·---~~-----E:\Brush Creek Turnouts\Drawings\BCR -Grading and Erosion Control.dwg, 9/9/2020 2:17:50 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 NN~~~~~~N~~W()~~N~~(/) , , 00001CJ1CJ10 o· · · ~-~~ o o o o o o or ;:o0::0_ ►oI --~~~~~~~ro;:o omz::O~ m NN m < )> 0 ~~ ~Z(J)~ (J)AmZm m ► m ~ S2 ~ m ;:a ~ ~ ::0 :::! m (J) ~ r (J) ► ;:a z _~<O~(J)rrr►~ ro)>(J)(J)-()::Ororo0m~►m<o►Om 0~o►5►0EEg5~5o~m~d~ ~-m5►50mm(J)~I►~0~m::o ~~~roz~~G)~~G)::o~S2~o~d roro~m::oro~::om ::a<~ ~m ;:orm~oro►(/)o om~~~mo~ cc(J)u,mc ~ <zr;:o;:o(J) ► (J)mG)roG)m~►c <O~►►~O(/) IG);:or;:oG)~ m ~m(/)2ooz~ (J) ;:a ► C )> ::0 ► >< ~ . (J) 2S ::0 :I:-m o►~m(/)► z ""(/) ~z►~,, c~► (/)~ o OG)ror -~ ;:o~r;:o ;:a m o ~►::O ~ ::a (/) ~ ooo~m m O ► r>< r C ;:a Z)>O)> ~ m ~ ~(J)A~O ► ~ Oz(J)~m -(J) vm(J) r ~m ::O(J) m Iom m m = (J) (J) 0 ::0 m ► 0 C (J) o (J) z m c;o ~ ► ► o (J) m m :::0 0 (/) 0 z r 0 G) ""O m :::0 :s:: m -I m :::0 0 0 z -I :::0 0 r I ,.., ~ I i,1//4 1.,A II.' I l 1 \\ 1tho0_00 \ Om o::Oir>< -<~►oO ~ ;;~c~► o ~orm~ ► ~ o~~ ~ m ~ m ..... // 11.,.00.00 g 0 ;:a ~ 0 z (/) ""Tl r r Q ~ / 0 ~ 0 0 ► (/) ""O u ►m □ ""O~ 'L.., ] -I ~ 00 i...1 >< I ► --u Z ~o ►-~ --!Z V m -I ~ m -o ~ ~ :::0 ~ 0 0 ! w -r:/1 ""O ""O 0 11,.....; 0 :::0 ~ 0~ ~o (/) 0 oO Z m -o ___ o 0 0 0 / 0 J I 11 n m g{ 0 g 0 Z m m ...., 0 0 ~ ""Tl G) rv N m 0 ""Tl 0 r -I ., ~ -(/) ► 0 w >.J I en o o r o -o a a ► c ~ 0 o I I I I I II Jlllllll·, /. 1,-,,_; Ill I r·00.aa Z r r / o 0 ~ " 0, " \ ) ® }C:::::a, Q -0 Q 0 -I m :::0 I ~ ""O I ..... 0 0 p ' ~ ,~ II " .;t-------------~-......... ---------I ;. ~:,~::•:::::-:::.:~.;:-~::~-i,1,' ./~/' 1.-0' J'1 J;:/'◊6 ,----.--.!.. . p /1::-1,f;:/' \i -.,.~-I.{;", t::·~:JJ. 0'{; ... 0 .,'?), &. '(; 0 p.:-; -c-~ c'1::;:;: ' 'l\...,,,. ' ·r? 0: Ar:: --'. • AS•'-=, ' ,, -~-l»,4 SUBMITTED: ______ DATE: ____ _ APPROVED: ______ DA TE: DESIGNED BY: ____ -DRAWN BY: ___ _ CHECKED BY: NO. OATE I REVISIONS 2/9/20 I SUBMITTAL #1 • , , , , I 'II. I I .~ 18,,.00,f/9 I BY I I VLB I 1, -~-/ /"N ,, , I /II',./ J ' lhoo.oo I /Ill' 6•00.00 \... ,. ..... 0 0 0 0 I ' GRADING AND EROSION CONTROL PLAN ""O 0 :::0 --< om :::0 :::0 -I -I o► (/) z -I 0 ► :::0 :::o m -I G) z :::0 G) ► (/) 0 cm IJJ :::0 G) :::0 ~~ 0 -I m-~~ Oo :::0 -A ri I I CJ) (") :c .i::,.m m -I !EXTERNAL REFERENCE FILES: --------1-----1-------,f------------+----il 2 4/14/20 I I VLB I SUBMITTAL #2 3 7/20/20 I FOR CONSTRUCTION I VLB I BRUSH CREEK TURNOUTS I 4 8/3/20 COUNTY APPROVED FOR CONST. VLB I 5 9/15/20 SUBMITTAL #3 VLB GVPSUM,CO 0 0 -I I I I ----····------------------'-'-•··=.....,. 8,5:?,33 ~ 9•00.00 BROCK CIVIL, LLC PO BOX 3644 EAGLE, COLORADO 81631 OFFICE (970) 471-2121 VERN@BROCKCIVIL.COM EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 7 ----------------~---=-:::-----:,-_ ~ ---------------. -. ----·-· -....... ,....,..----E:\Brush Creek Turnouts\Drawings\BCR -Grading and Erosion Control.dwg, 9/13/2020 12:40:08 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 r -S:: -,..., r:/). 0 VJ "Tj (") ~ u t"I1 -~ r:/). i ,..., "' C @ ~ n tr:1 0 I\ 1l " ) ® Jii?> en (") :::c ~m -m --1 .<.,"'.,.¢~~ or 'ic I> Co ""' ------( ~'>:,-· V(;.,-.01' 'Z idJV:,, •y,,--p !::!.' <.:J v-,c:i 0' 0 <·O z. lJ1 . ' '---p: i-" OJ,'11>' <'. ..... ::o,.c=:;-~~ Q, h1 r~: -t: ,_ _,'),' '<' ; ~ ' I" C, ~~ -------<:,if; R J..:'• ~ !SUBMITTED: ---APPROVED: DESIGNED BY: CHECKED BY: DATE: DATE: -DRAWN BY: EXTERNAL REFERENCE FILES: ------NO. 1 2 3 4 5 I -----~-~ "U -I m ;;o ;;o C en o m:;,;:: -u en )> -I ;;o C )> ;;o -I z m--1 z . G) o-. m :u -I () DATE 2/9/20 4/14/20 7 /20/20 8/3/20 9/15/20 l Ill r ) p -~ 1/ ;i? ~----~ ~ i t<, z. . ,,,. ~~ .,Ii 'D~~,/" Lt.£ ~~ --~ 11fi:oo . -48 ts-,.oo,qs ~ & ::t }' ()17j ~ £ fl! ~ & '-"·,, ·-, • 0"'"" -}/ -~~-:{5 ....,-0 ':t;'())VJ~ ·-.. ~ !7j,£:I $;: 0"0~ ' ;::f 8 ~ ;:;/ ,0 ...0: 0 .,, ·. <'-if~-B ' . -I tj,ft ~'---"' I'!]' ~ ,A" !j ' i;I "'t_ .::t;' 's-' ~. s, () ' ·, ' ..__ '·, "::"'/ " cf', "',~ ' -. ', ~ ',,, \ ' ' Al. I 1// . v,-,. -I 1/ , ! . B•sj -l , t I ;. , -✓/-I/ . · I 1 --_/✓· }!;,//\ 10•00.00 11/1/t!! , I\ I I II ti I l{/l I Ill!'.! /... , /IIJt\ II : y ' ,, . /' #J ;',# I 11•00.00 ~-~' 1:ti ~ ·· __ il I ~) -,jfr,· . , ~ \ -~ '\__ t;,•oo.oo w 0 0 0 0 ....... 0 0 0 0 '~ 16•00.00 ts•oo.oo )> ~ 0 ;;o ..., ;;o m....., )> )> s:: z m G) -I m m 'Tl ;;o m @~ cn m -I )> G) z G) 1J•oo.oo 14•00.00 12,00.00 0 en -I C ;;o OJ r m-o s:: )> -I ;;o en mo )> 'Tl REVISIONS BY LIMITS OF DISTURBANCE SUBMITTAL #1 VLB SUBMITTAL #2 VLB BRUSH CREEK TURNOUTS . FOR CONSTRUCTION VLB COUNTY APPROVED FOR CONST. VLB SUBMITTAL #3 VLB GVPSUM,CO 8,5<.J3 8•00.00 -. -----··--~= -. ------. -----BROCK CIVIL, LLC PO BOX3644 EAGLE, COLORADO 81631 OFFICE (970) 471-2121 VERN@BROCKCIVIL.COM EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 I I I I I -..--.. l/l Q) ..c u C ...... 0 0 I..O M X 0 0 . <:::I" N '-"' 0 "O Q) Q) ..c I u a::: <( -2 0... r-1 <:::I" (j) r-1 N 0 N 0 N ......__ (j) 0) -O'l 5 "O C ro 0... c a::: u co ,,..,,... l/l O'l C 5 ~ 0 ,,..,,... l/l -1-' ::::::l 0 C ,_ ::::::l I- ~ Q) Q) ,_ u ..c l/l ::::::l ,_ ~ r-1 . . . . LU r-1 Alignment=Brush Creek Rd CL Station=10+56.65 Offset=42.192'-------- Northing=8347.2420 Easling=6502.6424 NEW POWER POLE ~ SHEET NOTES: ,---EXISTING IRRIGATION DITCH 100.00 REMO 100 NEW POWER LINE~ RELOCATE PHONE PEDESTAL~ INSTALL NEW FENCE 10' MIN FROM POWER POLES__/ 500.00 300.00 1. REMOVE EXISTING AGRICULTURE FENCE AND POSTS: Alignment=Brush Creek Rd CL Station=14+27 .16 Offset=60.602 Northing=8211.9244 Easling=6848 .0566 NEW POWER POLE ~ Ut\'16oifi!ilSUNI f'MIJf _________________ ...., ~ FENCE STAYS PER COOT M-607-1 I • ! ,U"' ~mt,,nl 'I ::~1 _,1.,,"+-------~---1-+------'::..........-------H·--------~t--.......,~ I r--RELOCATED IRRIGATION DITCH 12' FROM NEW FENCE LINE ,---EXISTING UNDERGROUND TELEPHONE 500.00 3-STRANO SMOOTH WIRE FENCE _~II _%_ ~ STAYS AT 4-FOOT INTERVALS ~ INSTALL NEW FENCE 10' MIN FROM EDGE OF ASPHALT (STA 10+50 TO 14+50) AND CONNECT TO PARALLEL SECTIONS 100.00 22.19 ~~ ~ /y STA 10+00 TO 17+50 (NORTH SIDE) STA 10+80 TO 17+25 (SOUTH SIDE) PROPOSED EDGE OF ASPHALT - I I I 2. REPLACE FENCE PER DETAIL COOT M-607-1 AND AS FOLLOWS: 3-STRAND SMOOTH WIRE FENCE. USE THREE STRANDS OF SMOOTH (BARBLESS) WIRE. HIGH-TENSILEWIRE IS EFFECTIVE FOR LIGHT LIVESTOCK CONTROL. (SEE DETAIL THIS SHEET) • TOP WIRE 40 TO 42" HIGH (CPW PREFERED THAT TOP WIRE IS WHITE OR COLORED); • CENTER WIRE 30" ABOVE THE GROUND; • BOTTOM WIRE A MINIMUM OF 16" ABOVE THE GROUND; • INCLUDE STAYS AT 4' INTERVALS • WOOD POSTS AT 16 OR 16.5' INTERVALS • INSTALL LINE BRACE/CORNER BRACE POSTS@ ALL ENDS (QTY. 4) 3. CONTRACTOR TO STAKE (SURVEY) FINAL FENCE AND DITCH RELOCATIONS FOR APPROVALS BY EAGLE COUNTY PRIOR TO COMMENCEMENT OF WORK. 4. OVERHEAD ELECTRIC BY HOLY CROSS ENERGY. UTILITY PLAN SCALE: l "=30' REMOVE- POWER POLES (2) EXISTING OVERHEAD POWER LINE - PP TO REMAIN _./ N 0 30' 60' I I I I o p l I I ~ftf I 'Pl-t I I I I \ i I ~ <:i 1 - z c( .J C. >-I--.J -I-::, >-CD V) z 0 iii 5 w "' w >-.,: 0 CD 5 'ii, -' .,: >->-,a (D :::, VJ 0 <:_ "' '-N ;.: (D wwz r-r-:s: <( <( <( Doo:: I 'T "' I- :> 0 z 0: :> I- ~ w w 0: 0 I: "' :> 0: Ol CD :r: CD -' " 5 > z 0 N V) F "' V) " -' 0 :::, ~ .,: "' >-" V) >-z ,a >--' 0 ID 0 " :::, :r: VJ "' 0 "- 0 0 0 N N N '-'-'-., " 0 N N '-'-'-.. "' " (f) w ...J C: w () z w 0:: w "-w 0:: ...J <( z 0:: w r-I I X w I I SHEET cs 0 0 ft ~ :> "' C. > C) [D CD -' -' > > '"' V) z 0 " "' 0 ., "-"' -' 0 ~ ;o 0 >- "' ::, n. ID n. :::, .,: V) /: z :::, 0 " 0 0 <:_ N '-.., "' '-'-"' a, EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 • -,....._ Vl QJ ...c u C -0 0 . I.O (Y) X 0 0 "'" N ,__... 0 "O QJ QJ -..0 I u a:: <( -2 a.. r---. 0 0 N N 0 N 0 N ......._ O"l ......._ O"l -O'l s "O . C ro a.. >. +-> ·- a:: u co ~ O'l C s ~ 0 ./ Vl +-> ::::l 0 C .._ ::::l 1- ..:::t!. QJ QJ .._ u ...c Vl ::::l .._ ~ rl . . . . LU rl SHEET NOTES: EXISTING POWER POLE~ (TO REMAIN) 1. REMOVE EXISTING AGRICULTURE FENCE AND POSTS: STA 10+00 TO 17+50 (NORTH SIDE) STA 10+80 TO 17+25 (SOUTH SIDE) 2. REPLACE FENCE PER DETAIL COOT M-607-1 AND AS FOLLOWS: 3-STRAND SMOOTH WIRE FENCE. USE THREE STRANDS OF SMOOTH (BARBLESS) WIRE. HIGH-TENSILEWIRE IS EFFECTIVE FOR LIGHT LIVESTOCK CONTROL. (SEE DETAIL THIS SHEET) • TOP WIRE 40 TO 42" HIGH (CPW PREFERED THAT TOP WIRE IS WHITE OR COLORED); • CENTER WIRE 30" ABOVE THE GROUND; • BOTTOM WIRE A MINIMUM OF 16" ABOVE THE GROUND; • INCLUDE STAYS AT 4' INTERVALS • WOOD POSTS AT 16 OR 16.5' INTERVALS • INSTALL LINE BRACE/CORNER BRACE POSTS@ ALL ENDS (QTY. 4) 3. CONTRACTOR TO STAKE (SURVEY) FINAL FENCE AND DITCH RELOCATIONS FOR APPROVALS BY EAGLE COUNTY PRIOR TO COMMENCEMENT OF WORK. 4. OVERHEAD ELECTRIC BY HOLY CROSS ENERGY. iJ:' <} NEW POWER LINE - UTILITY PLAN SCALE : I "~JO' Alignment=Brush Creek Rd CL Station=10+56.65 Offset=42 .192'--- Northing=8347 .2420 Easting=6502 .6424 0 30' 8 g· • .... ~ ~~~ = LJ.J. ,, ~ ~ :::-J c::::, ~ ----...,-" --,. 60· 100.00 8 C:i ? -- 01-, en I- :J 0 z z " <( :J .J I- 0. ~ >-w I-w -.J " -I-0 :> I: en :J " m ,_ CD CD _, > n (/) "' z _, 0 ;, vi > >- w :a "' CD ::, (/) 0 z "' ;..: m .. ··z ~~~ <( <( <( Ooo:: o en I w _j G:: w 0 z w 0:: w u.. ;;..:;;.,: w • ••• CD rn o:: Oo wwo 0 ~ t->Ww t::oz::::.:: z ::.: n:::: 0 u a::: rno...(l)w ~ :::)0..WI X (!)<'.OU W SHEET CS.1 0 0 ~ ~ :J en D. ► (!) EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 • I ~ .--.. V) CL> ..c u C ..... 0 0 I.O fY) X 0 0 -.::I'" N ......., 0 "'O CL> CL> -..0 :::i -I u 0:::: <( ~ ~ CL. fY) -.::I'" 0 N .. N 0 N 0 N .......... (J) .......... (J) ~ O'l 5 "'O C 0 +-' u CL> V') ro u 0.. >-I- 0:::: u a::l ,.,.,.. V) O'l C 5 ro ,_ 0 ,.,.,.. V) +-' :::i 0 C ,_ :::i I- ..:,,t. CL> CL> ,_ u ..c V) :::i ,_ ~ .-I . . . . UJ .-I I SHEET NOTES: 1. COORDINATE GRADING W/ HOLY CROSS TO ASSURE PROPER POWER-POLE GRADE AND CLEARANCES. 2. STEPPED ("T" MILL) AT EDGE OF EXISTING PAVEMENT -TYP ICAL 3. EAGLE COUNTY OPEN SPACE DIRECTOR/OTHERS AS NE EDED TO APPROVE IRRIGATION DI TCH RELOCATION. PHIL KIRKMAN (970) 471 -9465 2" HBP OVERLAY ON 3" HBP WIDENING (5" TOTAL THICKNESS) 4:1 SLOPE TO CATCH~ 2.0' GRAVEL -- SHLDR 12 ' .____ TYP. RELOCATE EXISTING FENCE-----L~ PER CS ~ DIT CH _____ RELOCATE FILL AND REGRADE EXISTING -----IRRIGATION DI TCH -- NATIVE FILL TO GRADE 16.0' 11.0' 11.0' 16.0' --------<-+-e---------+-e-------------PU LL OUT LAN E LANE PULL OUT --2% MIN. 2" MILL AND .--, HBP OVERLAY --2% I 2%-- / / 22.0' + /- EX ISTING PAVEMENT WIDTH /_ / /~[2] TRI-AXIAL GEOGRID TYPICAL PULL OUTS SEC TION 2.0' --GRAVEL SHLDR ~4: 1 I [ /~NEW POWER POLE VARIES FROM FENCE (SEE CS) I RELOCATE V V EXISTING FENCE 5' MIN FROM TOE OF SLOPE VJ I- =i 0 z z 0 Q:'. 0 f--=i u u I- w " (I) ':{ w w _J _J w (j <{ <( u Q:'. -u w Q_ >-I f-- (j) =i Q:'. m >-m CD CD <Il CD <Il -' -' -' -' -' > > > > > >-' Ul z 0 z u 0 "' 'ii, N F 0 "' V, "" u u. "" z -' -' ::, 0 <( <( l'c 0 -' in >->-~ <( >-V, >->->-5 " " z 0 " w 0 "' "' CD CD 0 Q_ CD ::, ::, Q_ ::, V) (/) "' <( (/) 0 u. >->-z ::, 0 u 0 0 0 0 0 w N N N N >-'-'-'--:::. '-< z .,. 0 "' N "' 0 '-'-'-'-N .,. r--"' 0, C'J J"1 '<t Ul >' {Il .... z ww > f-f-> <( <( <( 00(>'. 0 I I I I I ..J <( z "' w >-I I I GS I I I SHEET C6 EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 • I t I ~ ----Vl Q) ..c u C 0 0 . \.0 M X 0 0 . «:;j'" N ..._.., 0 "'O Q) Q) .0 2 I u 0::: <( ~ ~ a.. l..f) M .-i N N 0 N 0 N ......... 0) ......... O') . Vl cu -Q) 0 0::: u ca .,,,,,., Vl O'l C ·-5 cu .... 0 ~ -::, 0 C .... ::, I- ~ Q) Q) .... u ..c Vl ::, .... ~.-I . . . . LU .-i 12 IN. MIN. OVERLAf' EROSION LOG ENDS SHALL BE TIGHTLY ABUTTING. /...L.J.J.__ FOR JOINING LOGS IN OTHER SITUATIONS, SEE THE JOINING EROSION LOG .APPLICATIONS. A A ..,....,,. USE TWO WOOD STAKES AT ALL EROSION LOG ENDS OR JOIN TS (TYP.) USE A ST AKE EVERY 24IN ~~-AND CONTINUE ALTERNATE ORIENTATION THROUGHOUT THE LENGTH OF THE EROSION LOG PLAN VIEW SECTION A· TYPICAL STAKE INSTALLATION USE TWO WOOD STAKES AT ALL EROSION LOG ENDS OR JOINTS 4 fLO\'L ... TIGHTLY ABUT END TD FORM CONTINUOUS SECTION USE TWO WOOD STAKES AT ALL EROSION LOG ENDS OR JOINTS EROSION LOG NOTE: THE TO PS OF ALL ST Al- EXTEND MORE THAN 2 THE TOPS OF EROSION USE A WOOD STAKE EVERY 24 IN . TIGHTLY ABUT ◄ FLOW END TO FORM CONTINUOUS SECTION J-HDDK JOINING DETAIL OVERLAP JOINING DETAIL JOINING EROSION LOG APPLICATIONS EROS ION LOGS PER M-2O8-1 8" DEPTH~ CLASS 6 24" DEPTH------ CLASS 2 2% CROSS-SLOPE (TYPICAL) ~ 4: 1 FILL SLOPE (NATIVE MAT'L SCREENED & RAKED) ~HYDRO-SEED & COVER W/ STRAW BLANKET APPROX. CATCH POINT OF FILL~ TO NATURAL SLOPE MAY VARY • REVEGETA TE W / "REVEN DELL-DRY LAND SEED MIX" RIVEN DELL SOD FARM SEED SPECIFICATIONS FOR NATIVE LOW GROW MIX RATE: 1 LB PER 1,000 SF 20% BLUE FESCUE, 15% BLUE GRAMA, 15% ROCKY MOUNTAIN FESCUE 15% CANDY BLUEGRASS, 10% INDIAN RICEGRASS, 10% SANDBERG BLUE 10% SIDEOATES GRAMA, 2-1/2% ALPINE BLUEGRASS, 2-1/2% BOTTLEBRUSH SQUIRRELTAIL • • y; %~ ✓ '~ -/~ //,' <~»~/' VARIES DITCH SECTION DETAIL MATCH EXISTING DITCH HYDRAULIC CROSS-SECTION & GRADIENT COMPACT TO 98% 'STD. DENSITY WITH NATIVE MATERIAL, SCREEN ROCKS >6" f-- ::J 0 z O:'.: ::J (j) f-- ..J -y <( w f- w w 0 O:'.: u I IJ) ::J O:'.: m >-m [Il "3 [Il [Il 5 _, _, > > > >-' V) z 0 (.) ,., N "' ..., 0 V) ,,., "-,,., z _, _, _, 0 ,'.!: 0 < '1; ;, vi ,-I= 5 " 0 ,- w m " "' " "' ::, [Il Q m V) ::, Q ::, V) "' V) i?:: z ::, 0 (.) ci -N v "' z SHEET Cl 0 u " w _J l') <( w EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 • I1o+so.oo I 6895.00 I 11+75.oo J ,... C'? I 13+00.00I I 14+47.48 I CD ,... ,... 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Q. <( >-,_ z :, 0 0 0 N ' ,,, ' ., SHEET C9 0 0 ~ w .J C) <( w rn 5' ,,, "" J ;o ,_ ::, rn :, V) 0 N ' ,n '-"' ,n EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 ·-~ E:\Brush Creek Turnouts\Drawings\Civil 3D\BCT -Corridor.dwg, 9/9/2020 2:23:26 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 "' "' "' "' "" "' 0) 0) "' "' (0 "' 0 "' 9 "' :kl 0 0 0 0 0 0 0 I is I I I I I I I I a, 0 1----+--+--+--+-----lf-+-----l---+---l 8 &, 0 t----+---+---t---t---+--+----t-----,t--i 0 0 ,. 01---+--+--+--+-1 0 0 I <( ~ I I IN.h I' j ~I I 11\ lJl\\\i ~I I I I 1 7 I 1l N C) C) f;" 0 is f---+---+-+--+---11 ~ 0 1--+--+-+--+---11 8 N 9 0 ,--+--+-II--,, 4l 0 0 "' 0 1---+---+-+-l 0 0 ,. 0 I--+--+--+-< is "' 0 1---1----t-+-i is "' 0 0 r---t---+-H 0 ;:JI I I 11 ~ C1> "' 0) 0) 0 "' 0 0 0 0 ~<_s:S:.:.:-..'::S::,.'i:l._l .,,;,-· C 1--',7' 4,\.0 ~~--,,--' -'/ ,,, '" ,' 'V' ' ~ I I(, ::, ':;i p" I I I I I C1> "' 0) "' CD CD 0 ~ 0 0 0 0 ,7~.-,0 '½ f, ,,, ' ,, . ·1:1 ~'<~~-~ .. ,,_,,1. I), , ~B '')0,-r,,; ' '''¼~: it -!SUBMITTED:---------DATE: APPROVED: DA TE: DESIGNED BY: DRAWN BY: en CHECKED BY: __ (") :::c ...>, m EXTERNAL REFERENCE FILES: Om -I ...... ...... + 01 0 0 0 NO. 1 2 3 4 5 I "' "' "' 0) 0) "' 0) 0) "' 0 "' 0 ;is 0 0 0 0 0 is I I I I I I I a, 01--+--+-+--I--+--+-< 0 0 gJ f--+--+-+---+--+-+-i 0 0 J. 0 I----+--+--+--+---<-+-< 0 0 ~ 8 ' 1 ~ I N I'· ~ . ~ 'o ~ 0 ) I ' ~I I I I i I I 0 0 0 l---+--+-+--+--+-+----11 0 ~1 I 11 I l 1-1 ~ ,:; 8 "" 0 ,:; 0 0 "" 0 ~ I I I I I It I VIII~ 1 ~1 i 11 I tN~ ,. 0 0 1--+--+-+---+--+---<l 0 "' ol---+----,-+--+--H is "' 91---+--+--+--+---H 0 0 ~I I I I I I I ~ "' 0) 0) 0) 0 ~ 0 0 0 0 I "' 0) CD 9 0 0 DATE REVISIONS I 2/9/20 SU BM ITT AL #1 4/14/20 SUBMITTAL #2 7 /20/20 FOR CONSTRUCTION "' "' (0 "' 0 0 I I I I C1> "' CD ~ 0 0 B/3/20 COUNTY APPROVED FOR CONST. 9/15/20 SUBMITTAL #3 I I I I BY VLB VLB VLB VLB VLB "' (0 0 0 0 0 I I "' CD 0 9 0 0 ...... c,.., + 0 0 0 0 "' C1> "' "' "' "' 0) 0) "' 0) "' (0 "' 0) CD CD 0 0 0 "' 0 ~ 0 ~ ;is 0 0 0 0 0 0 0 0 0 0 0 is I I I I I I I I I I I I I I I I a, 01-----1---+--+--+--+--+---+---t--t--+---t-t-------1---+---, 0 0 gJ 0 f-----l---+-+---1---1-+---+----< 0 .!; 1-----1--+-+---+---+--+---+---t 0 0 ~1111111 ~ I' ,:; 91---+----,-+--+--1-+---!t----'iiH f l 11\lr:o . g 0 0 "" 0 ' 9 i 0 0 0 0 t----+---+---t-----,1---t--+----+----+--!0 0 ~ 01---+--+--+--+---!-+---!--+--I is ,:; 0 0 "" 0 I(, 0 0 "" 0 ~1 I 11 I 11 ' Ml~ ~I I 11 I 11 l!Cf ;!, is t----1---+-+---1---1-+4--l, gJ 1--+--+-+---+--+-ll 8 "' 0 I--+--+-+---+--+-< 0 0 ;:JI I I I I I i ~ "' "' 0) 0) 0) 0) CD 9 ~ 9 0 0 0 0 0 0 I CROSS SECTIONS I I 0) 0) CD ~ 0 0 I I I I I I 0) C1> CD (0 0 0 0 "' 0 0 0 0 BRUSH CREEK TURNOUTS EAGLE, CO ...... .f>,. + 01 0 0 0 -~--------~'---~-.. -"' C1> "' "' "' 0) 0) 0) (0 "' 0) CD "' 0 0 "' 0 "" 0 "' ;is 0 0 0 0 0 0 0 0 0 0 0 a, Ot--4----+----t---1---t-4----+----t-+--+--4---t 0 0 &, 0 >--+---+---+---1-----l-< 0 0 J. 0 r-+---r---+--+-----l--tl 0 0 ~I I I I I IJ rt, ,:; 01-+--+---+---t-----l-+--l is ' ~ ~ r 01-+--+---+---t-----l-+---<1 0 0 ~ 0 "" 0 is ,-i----t---+--l---+-+--11 ~ 0 f-1---1---1---+--+-+---I 0 0 111 !(, 0 ~ "" ~I I I I I I l1fl m~ O, ~11 I I I 411 ;!, is l-+---1----+--+---! "' 0 t--4----+----+---1-----< 8 C1> 0 t---l-----+----+---1---, 0 0 ..., 0 ~ "' 0) 0) (0 "' 0 0 0 0 0 /I~ "' "' (0 "' 0 0 C1> C1> (0 (0 0 0 0 "' 0 0 0 0 BROCK CIVIL, LLC PO BOX3644 ,---...... 01 + 01 0 0 0 L_ EAGLE, COLORADO 81631 OFFICE (970) 471-2121 VERN@BROCKCIVIL.COM r EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 -·•-'~ ----~ ------~··•~-.,..-,..a;.-~ ---. ~--··-··•~--·------~-·-~----------------.-.----"".";.~~ ~•-·=• .. -...----,,--·--E:\Brush Creek Turnouts\Drawings\Civil 3O\BCT -Corridor.dwg, 9/9/2020 2:23:53 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 <I mo ;;o ;a --; --N () 0 )> z r --; (./) )> () r )> (./) r () m ► ......,,. r II m N ~ (.11 ,r ()1 _,._,......._;:;s:_z., _,,;':-,,"">'"",-,_;., ' •. , LP' C ,···.,/:, _ ..... ',, .;::,':--· . " ' . ' (}Ji,:.. ' '''. o,.:,_.,;;, , ~ -' 'i ·-~,~ ,:. .~{ -i~-'1':Y,' :»' .. ·' ""· -----<, qr R SUBMITTED: DATE: !APPROVED: ___ DATE: DESIGNED BY: -DRAWN BY: en CHECKED BY: () :::c _,,. m EXTERNAL REFERENCE FILES: _,,. m -i ----a, O"> a, a, a, 0) "" "' "' "' <D "' "' "' <D "' 0 0 c:, 0, 0 0, c:, ,-n ::.€5 0 0 0 0 0 0 0 0 0 0 0 0 0 6, 01-----+-----+--+------+-----1---+-------+-----t-----+-----1-----+----1-----1--------i-------1 0 0 c\, Of-------1-----+---+------+---------1-----t-----+-----; 0 0 ~f------+----+---+----+----+--+-------+---1 g ~~--+---t7---r---ti--].]"~~-~i,~.l~.~·~ 0 !£:'. ':,,,. ~ 0 0 ' ~ ~ !~ ~-:·:1 L'.,_. _,j'~ -~. ;_j •· ·~, ," ~:: . y' ' }~l!i ' ,, ' 't: ', ~ . -~. ,:, . ,..·_ 8 ;' :'if " ~ / '. o' ~ 1: -' ' 0 tJ: . i_ ;_ r, ~ !!! .,_ • "ii:,, l "I' "] ;t-K~~ ., t. :\. 1, 'iii t,. "!ii i . f O I'll!!' ~ ief; ! ""' fffi. ,, ' ·.~-.' .'-·~ f ;;µ:._ ' Of----+----+--+----f----+--+----+----f--'lfl 8 ,:, 0 0 ;,!< Q I I I I I I,-"I I I I I . I • I II ,~ ;,!< Q ~ 0 0 0 "' 0 0 0 "' 0 0 0 "' 1:,li-;;\\ ,· I ',;p ; .. , • ', ' ·-~ : . ··,··1'-,-,, --Ii " ' ·~ ' ., ' ~~ ~ ' '' #! 1,";¥ ,: . '' . . ~.f . tif ;\ .. ' •~,.:,•.•.I~ ' $1111:,,f,,, _!" ... 1-• :,~' 0 "M;' , . .,,( "#. ,,, '-iii!_.,:-,,, ••~ t'I I , .. -. • . • . , ->\ •. :_'\,y_·, ;r' ' , ,. l!!\>?j-" ' ' '! -'lliiil ; : ' i' ,• ,:tc ' -' , . ·' io!, \. 0 0 • ii /I ''.,·.; I ,. ol-------+----+---+----1-------+--IH-----1, 0 ;j/. 0 '" 01------+----+--+----+------+--H g a, of-------1-----+---+------+-------t---< 8 __, 0 8&l a, 0) "' "' 0, "' <O 0 0, 0 0 0 0 0 0 0 a, "' <D ,-n 0 0 I I I 0, <D 0 0 0 0 NO. DATE REVISIONS BY CROSS SECTIONS 1 2/9/20 SUBMrTTAL #1 VLB I 2 4/14/20 SUBMrTTAL #2 VLB BRUSH CREEK TURNOUTS 3 7/2D/20 FOR CONSTRUCTrON VLB 4 8/3/20 COUNTY APPROVED FOR CONST. VLB 5 I 9/15/20 SUBMrTTAL #3 VLB EAGLE, CO ....>. ~ + 01 0 0 0 I a, "' 0 0, 0 0 ~·--. -~-·=,__._.,.....,...._.~.-.....-..,;~--·---------~-~.·---~-_____ ,,n, .... ~.-.--..;.;;;;;; __ -, I ., r-BROCK CIVIL, LLC PO BOX 3644 EAGLE, COLORADO 81631 OFFICE (970) 471-2121 VERN@BROCKCIVIL.COM EXHIBIT C to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 12 21325558.5 EXHIBIT D Certificate of Insurance DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 07/24/2020 Moody-Valley Insurance Agency 760 Horizon Drive, Suite 302 Grand Junction CO 81506 Moody-Valley Insurance Agency (970) 248-8300 (970) 242-1894 certrequestgj@moodyins.com Ewing Trucking and Construction, LLC. PO Box 2303 Edwards CO 81632 Cincinnati Insurance Company 10677 Pinnacol Assurance 41190 20/21 Master Cert A Y EPP0171971 01/01/2020 01/01/2021 1,000,000 500,000 10,000 1,000,000 2,000,000 2,000,000 A EPP0171971 01/01/2020 01/01/2021 1,000,000 Medical payments 5,000 A 10,000 EPP0171971 01/01/2020 01/01/2021 2,000,000 2,000,000 B Y 1856142 01/01/2020 01/01/2021 1,000,000 1,000,000 1,000,000 A Motor Truck Cargo EPP0171971 01/01/2020 01/01/2021 Per Conveyance $500,000 Deductible $1,000 BCP-ARR, Houses and Lots, LLC 1555 Black St #210 Denver CO 80202 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY EXHIBIT D to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4 07/24/2020 Moody-Valley Insurance Agency 760 Horizon Drive, Suite 302 Grand Junction CO 81506 Moody-Valley Insurance Agency (970) 248-8300 (970) 242-1894 certrequestgj@moodyins.com Ewing Trucking and Construction, LLC. PO Box 2303 Edwards CO 81632 Cincinnati Insurance Company 10677 Pinnacol Assurance 41190 20/21 Master Cert A Y EPP0171971 01/01/2020 01/01/2021 1,000,000 500,000 10,000 1,000,000 2,000,000 2,000,000 A Y EPP0171971 01/01/2020 01/01/2021 1,000,000 Medical payments 5,000 A 10,000 EPP0171971 01/01/2020 01/01/2021 2,000,000 2,000,000 B Y 1856142 01/01/2020 01/01/2021 1,000,000 1,000,000 1,000,000 A Motor Truck Cargo EPP0171971 01/01/2020 01/01/2021 Per Conveyance $500,000 Deductible $1,000 Project: Frost Creek-Brush Creek Turnout Lane 2020 Eagle County Government, its associated or affiliated entities, its successors and assigns, elected officials, employees, agents and volunteers are Additional Insureds under the commercial general liability and automobile liability policies of insurance. Eagle County Government PO Box 850 Eagle CO 81631 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY EXHIBIT D to AGREEMENT FOR RELOCATION OF WILKINSON DITCH LATERAL, CONSTRUCTION AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT DocuSign Envelope ID: C0334878-BE5F-47DE-90F1-A67C8F3C35E4