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Home My WebLink AboutPACKET Public Works 1996-09-26AGENDA TOWN OF ESTES PARK PUBLIC WORKS COMMITTEE SEPTEMBER 26, 1996 8:00 A.M. preparation date: 9/18/96 revision date: ~ 1. Habitat for Humanity -- / OJ y Request for a tap fee waiver ~ 3 2. Community Dr./Manford Intersections 7 1 - School District request that the Town realign 1+ 3. High Dr. Heights Water Main Proj ect Request to bid 1 4. First St. Storm Sewer Project ~ Request to bid 0 9 5. Par*Shop Drainage Easement Request to grant CDOT an easement 1- 6. Highway 7/Carriage Hills Outlot E Fill Material Easement Request to grant CDOT an easement G 7. Highway 7 Utility Study Summary Request to Proceed with Design 7 8. Highway 7 Water Main Design and Construction Management Scope of services Request approval lo 9. River Walk Retaining Wall Request authorization of change order Reports: 1. Customer Service Response 2. Hwy. 34, Hwy. 7, Elkhorn Ave. Projects Update 1 Executive Session: Contract Negotiations 9-260 l=rs OF- L Aâ‚¬i- 7 Â©A,2-6 2.Em O EVE 1 '1 -Â¥be. NO J 2- R. 2 f~2 4-2,OCE O 4 L.Y, - MIAOFORO PU~LISHING CO. RECORD OF PROCEEDINGS b Public Works Committee, April 27, 1995 - Page 2 - Following discussion, the Committee recommends Staff investigate ~ the placement of this handicapped space, account for other handicapped locations in the area to determine the need for an additional space, and report back to the next meeting. WATER DEPARTMENT LOOP PROJECT--APPROVAL OF CHANGE ORDER Chairman Gillette reported that Director Linnane informed him of the following change orders as they occurred. Director Linnane explained that six change orders are pending as follows: Spruce Dr. to Rock Ridge Ln., uncertain utility location, $2,700; Hwy. 34/36 intersection, change from 12" to 8" tap connections to accommodate water outages to Stanley Village, ($330); Old Church Shops, deletion of several service taps, ($1,700); Hwy. 34/36 Intersection, irrigation connections for Stanley Village, $1,800; Cleave St., maintenance of water line leak, $1,500; and Spruce Dr. & Rock Ridge Ln., unknown utility locations at West Park Center, $725.00. The Committee recommends approval of Water Department Loop Project change orders totaling $4,695. LAKE ESTES TRAIL PROJECT--APPROVAL OF CHANGE ORDER Chairman Gillette was informed of this change order prior to the meeting. Director Linnane explained that a manhole extension along the Bike Path was requested by Upper Thompson Sanitation District. The project will remain within budget with this change order. The Committee recommends approval of the Lake Estes Hike/Bike Trail change order in the amount of $2,000.00. Director Linnane added that ribbon cutting is set for June 16 at 10:00 a.m. Trustee 1- Doylen requested Staff explore a proposal from GOCO to sponsor ./"- signage for the Bike Path. ~t HABITAT FOR HUMANITY- -REOUEST TO AMEND WAIVED TAP FEE AMOUNT Chairman Gillette declared a conflict of interest and vacated the room. Dale Williams, Habitat for Humanity Building Committee representative, requested two water tap fees be allowed for the duplex construction on Lot 2, Murphy Subdivision. Two families have been assigned to this duplex. As each family will have sole ownership, the lot may be split into two lots in the future and separate water tap fees will avoid confusion for any future ownership. Director Linnane explained that at the March Public Works meeting, the Committee recommended the waiver of one multi- family water tap fee in the amount of $5,665. Two single family tap fees would bring the total to $8,040. The Committee recommends approval of two single-family resident tap fees in the amount of $8,040 for Lot 2, Murphy Subdivision, with the restriction that the Town be reimbursed if the duplex is sold on the open market within ten (10) years. Chairman Gillette resumed his position on the - Committee. L Â·>,L oA-4- : -~6-2-~ * u-(. 44 A-L-th*UL U) Bxa -4,0-(- REPORTS The Committee reviewed the Customer Service Response and Water Reports for March. The Elkhorn Avenue Water Loop Project will be completed May 15, weather permitting. The asphalt overlay of Elkhorn Avenue is scheduled for 1996. The Augmentation Plan is scheduled for filing with the Water Court on April 28. Maps outlining the Hwy. 7/Hwy. 34 Project will be displayed at each meeting prior to construction start in an effort to initiate input from citizens. 1-1 . PARK SCHOOL DISTRICT R-3 BOARD OF EDUCATION P.O. BOX 1 140 DR. RICHARD M. KASTEND[ECK, MIKE SMKH, President E5rES PARK, COLORADO 805 I7 Superintendent JIM SLOAN, Vice-President TELEPHONE (970) 586-2361 CHERYL TAYLOR, Secretary DENVER/METRO (303) 534-2606 SCGIT WEBERMEIER, Treasurer FAX: (970) 586-1108 BARB WAHL, Member MEUEIVED Al:A 2 8 ' 10 2 1- '.7 1 ADMIN. DEPT. DATE: August 23; 1996 TO: Maya>Bbb Dekker, Town of Estes Park FROM: Mike Smith %6 SUBJECT: Straightening of Community Drive Recently and in the near future, vehicle and pedestrian traffic is growing in the area of the schools. Besides the growth in student population at the schools, other factors contribute to the increased traffic congestion. Some of these factors include the future multiple family housing project west of the elementary school, the recent relocation of the county offices to the Park R-3 Administration Building, and the new construction of the "swing" school building along Brodie Avenue. It is the consensus of the Board of Education that Community Drive needs to be straightened with only one intersection as it crosses Manford Avenue. A traffic signal with pedestrian signage will improve the safe passage of our young people to and from school. The most obvious footprint would take the new Community Drive north of Manford through the existing horse barns on the corner until it can realign back into that portion of Community that intersects Highway 36. Request you cause a study of this suggestion, and cause it to be added to the capital improvement plan for completion by September 1998. Looking forward to further discussion on this and other matters of mutual interest. CC: Gary Klaphake, Town Administrator Dr. Richard Kastendieck, Superintendent of Schools . 2-1 DR. RON VAN DONSELUR KRSTEN JACKSON TONY PAGLIA Director of Instructional Services Director of Business Services Director ofTransportation and Auxiliary Services .. STATE OF COLORADO DEPARTMENT OF TRANSPORTATION P.O. Box 850 Greeley, Colorado 80632-0850 (303)353-1232 December 7, 1994 CY-CX 06-0007-04 S.H. 7 from S.H. 36 to Carriage Drive Subaccount 92413 Mr. Bill Linnane Project Engineer Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 Dear Mr. Linnane: The Colorado Department of Transportation (CDOT) has identified approximately 5075 sq. feet (1/10 an acre) of wetland impacts associated with the S.H. 7 widening project from S.H. 36 to Carriage Drive. Where wetland impacts are unavoidable, it is CDOT's policy to replace these wetlands on a 1:1 basis within or adjacent to the highway Right of Way. Wetland mitigation on a 1:1 basis upholds the federal policy of no net,loss of wetlands. CDOT proposes to mitigate the wetlands impacted by this project, at the site where the impacts occur (near Carriage Drive). The wetlands will be replaced with in kind vegetation, maintaining the area's original appearance. The enclosed map shows the areas of wetland impacts and the proposed mitigation area. As requested in your letter dated November 18, 1994, an agreement authorizing CDOT to use town owned land for a wetland mitigation site which will be maintained, in perpetuity, as a functional wetland will be drafted by CDOT Right of Way staff. If you should have any further questions, please contact Bethani Ploegstra at 350-2171. Very irul yours, ViA John K. Crier Planning/Environmental Manager JKC(BBP)cm Enclosure CC: D. Forsyth/Staff Design B. Grube B. Ploegstra File 6-1 \ \\ 4 1-1-syâ‚¬-1 19 x<Â«Â« 0% 8% ,~.054Â£48*%,93Ct 474*:,47. . r.. 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C t' 9 L 0 ~t Â©''-ri 3 4 f&* 5 Â»,,013 *.11 12/, 1, filli 0 \\ & 4 1 -11. P =PM 22 4 941.8 4-40 S 1 1 0â€¢ 1 " 4%- i i (D 01 \ . 3\ U 1 1441.---CUC:.--J 146\ ? 111, 0 \40%0 / X .V -41-,1 1 Â¥ \ \0 % 1 /// \49 / h : 16-05 : 4/8& \ .1 . 1 2 / A 02-8 1 127 33 4 ' / *. 4. .///, / t\16 Ne: 4 > 0 - 4 11 Ew & 741 44 ts. /5 3\ 3 1 .f- 11-1 4 -L 4 - - 1 - â€¢ 4.,t \\ \ 0..1/2.8.I-/A I. 2.-2 -2 .... \ . 4. \\ .Idip- *>_..- irszur . 6-14*~G E \ top n CARE?'ent F 6-2 - s..3.:f c :t.. i ,,-' ...:.. -- COY.-Bl - 680.31, - , 1 '04 T-- -- 0 1 ile 1 3-tift-La-- ireel-E 1, 1 rr =-o-*-- - CY-CX 06-0007-04 1 ~-- * +x,Â·411 \ 4-- SH 7 FROM SH 36 1 .~<Fy.,.*e0--r--!. I i il,- - - TO CARRIAGE DR. 4,â‚¬0> 5 ~ 1-_ i jj UÂ©2,-1 - 2 140-1-- ~ -~5-5---Â·-- Tit-11 \ \0\Â» A-, WETLAND IMPACT AREA ir/\ 4-- --343 . 3,13.4. \ l \ ijÂ·- *31 PROPOSED WETLAND ' 6\ 109 \ 1 \ \9 92 MITIGATION AREA IlL . \1\\Mr -- ( 46 â‚¬.2- 2 Q.? S 44Â·ee 4 ~) \EXISTING WETLANDS 7 114\\ 7 - -7,_ R itlys - 24 -- 0 . \ 44.3; , i '.1,: 1 0 4/ 0 '. -4 - RCLJ - - -FUd L- . ~/Z>S 1 - ''4&.__ -4 -k--r-44-- -A _.ZE-I~ZIZI=&61-3%&4-4&hr l i 1 11 0 \.p 0 0 -Il-- --0 - -1 -- ft- - ---- -----Il-=,-J----3/--I 7 r -6-~IPAhÂ©-y< 1 AN # 0 0 & 000 *0.O *00 0 \1- ke --- 4 -1.--.A ** 12 * A OC \ \ 542 j AD \ 1 9 - j BOF tr) E 5& 1.:'~~ 1 < 0 4 E- -=Jf i \ 055 1 Mi \ i 3< -1 fo \ pLAY:! \ \\\ 1 1 , 35 09 c -JCU 1 j Z4 A in 1 - 4. 0, â‚¬ 61 'i \ \\\\ 1 \ -U 1-2 â‚¬ 1 xz X 45 075Â£! \ 0 \ e I 4 \ 0 6% 2 k \ V 1 W X ENLARGEMENT, NOSCALE \ ' Le 75 t f \ 1 1 6-3 -:6 1' ~ ~4 Sl A0W38 11 NONdV lk! 7 1 1 1-C-, J 1 7 7 1 ' 4 ~ (303.302--- 4-1 UL 1 /0/ r %31~N -1 11 -40> 9{f / -4 7 6---- ~/31 -Â·gp k 'm Or - 1 itt / \f 1 1 i ..1 24{<49-4<313 ~-- 4 1 9 3 j I k \ 1\ C 1 -\I--fl . i 8 00 9 12 , - ~ - + 1.41 Â£-,: f @f / 1 1< 3{ .r C \ 4, 1\ f /4 CD 6, 711411\1\ 14~ 41/Â»7?-7 #9 1-*04<3 r -i 1 ~ 0 *i~~ - 1 r ///1 C <31Â·Â·lill % 4 1, /1 l) Ai \ *<*C # r 3/J~~Â· i 1\ h /\P/-(C / 7/ ' 1 ,(/.1)<1% 4 j 1 1% A ~ - 1 'C i A \44 /(/ <-4 , ) kit \ \. 0 , .1 21@1 'e- 4 1>1 x-1/ 1 / '' 1- 4 1 # r r '% 1\ t" , . 4.0. 3,4180 ~ , t. 1 1 fit M.$-3 ,>0-' ' s- Â· J},, /9 1 -(r t 0 % .r , 2 - - fif --- Tri #ff 44 - fC -4 c %(1 \4-0.--C- - N 3 f i X --- - ..MI 7 \.0- or~vt b I---- Noj ry\- -4---- --.. --- -,04< 0 -cu _~M-/*_ ---. - /7-EL-p v v . 1. I J \I , '. .U- L//.. *24,-- 9 t. C & h \ \\41 9.4 , -t -. SCOTT AVENG ...4 ./. 1 .. 6-1-7VJV-(Lb CaJ~nUAÂ·crr US i,Jup U.) <7-Lb ~' tENn Ek â‚¬,4 CONTRACT THIS CONTRACT, made this day of , 199-, by and between the State of Colorado for the use and benefit of THE DEPARTMENT OF TRANSPORTATION, hereinafter referred to as "CDOT", and THE TOWN OF ESTES PARK, hereinafter referred to as "THE TOWN", WHEREAS, authority exists in the law and funds have been budgeted, appropriated, and otherwise made available, and a sufficient unencumbered balance thereof remains available for payment in Fund Number 400, Appropriation Code 010, and Contract Encumbrance Number ; and WHEREAS, required approval, clearance and coordination has been accomplished from and with appropriate agencies; and WHEREAS, CDOT plans to improve State Highway 7 south of Estes Park to include the construction of eight foot paved shoulders and fourteen foot wide M. Ad\<- L.-Â£- paved me*~Kn, hereinafter referred to as "the highway project"; and WHEREAS, notwithstanding all appropriate efforts by CDOT to avoid wetland loss, the highway project will result in the cumulative loss of approximately 5,075 square f.eet of wetlands, all of which cannot be replaced within the project corridor; and WHEREAS, 23 C.F.R. Part 777 requires CDOT to mitigate the wetlands loss by providing or developing other wetlands, and WHEREAS, CDOT desires to contract with The Town to acquire an interest,Â· in the form of a conservation easement in gross in existing wetlands owned by The Town; and WHEREAS, the wetlands project has been accepted by the U.S. Army Corps Of Engineers ("The Army Corps") , as acceptable mitigation by CDOT for the wetlands loss on the highway project; and WHEREAS, the parties intend that the wetlands project will continue in perpetuity, except as provided in this contract; and 6-5 0 - NOW, THEREFORE, in consideration of the mutual covenants hereinafter set forth, it is hereby agreed that: 1.Â· The following Exhibits are attached hereto and-incorporated in the terms and conditions of this Contract by this reference: < Exhibit A: Description of the Site. VU\,k< 04. ~ Exhibit B: Description of the Easement Property < Exhibit C: Conservation easement to be granted by The Town < Exhibit D: Outline of the Restoration Plan 2. The Town shall grant and convey to CDOT a deed for a conservation easement in gross in the portion of the Site described in Exhibit B ("the easement property"), in accordance with the following conditions: (a) The conservation easement granted by The Town to CDOT shall be in the form of Exhibit . The Town shall grant and convey the fully- executed conservation easement to CDOT on the date which is ten working days from the date of execution of this Contract. The "date of execution" of this Contract shall be the date that the CDOT Controller signs this Contract, as indicated by the date first written above. (b) The Town shall grant the conservation easement to CDOT pursuant to the provisions of 38-30.5-101 C.R.S., et seq., as amended, which provisions shall be incorporated as terms and conditions of the easement. The conservation easement granted by The Town shall run with the easement property. The easement shall be perpetual, except to the extent expressly provided otherwise herein. The easement shall restrict the use of the easement property to prevent either of the following conditions: (1) any activities reasonably within the landowner's control which would disturb the surface conditions. Specifically, farming, mining, housing development and the construction of roads and parking facilities. 6-6 ,'141 r. 0 (2) any activities reasonably within the landowner's control that might undermine or damage the three necessary attributes to sustain a wetland complex; specifically, availability of water, wetland plant species and hydric soil. (C) The conservation easement shall be granted to CDOT for the following purposes: (1) to provide mitigation for the wetlands loss, as described herein; (2) to allow CDOT to protect the wetlands values of the easement property and to prohibit or limit any action(s) or use(s) of the easement property that CDOT reasonably determines are not consistent with or appropriate to retaining or maintaining such property as wetlands; (3) to allow CDOT to take all reasonable actions, including ingress to and egress from the easement property, that CDOT deems necessary to monitor and enforce the conservation easement and, in an emergency, to retain and maintain such - property as wetlands; and. 3. In exchange for and conditioned upon The Town's grant and conveyance to CDOT of the conservation easement described in Paragraph 2 above, The Town will donate the fully-executed easement and convey to CDOT. 4. CDOTÂ· shall manage the conservation easement property, consistent protection of lands containing significant biodiversity values, to provide conservation and protection of the wetland and biological values of the Site, subject to the provisions of the Paragraphs a & b. (a) If changed circumstances (including, without limitation, alter- ations in the site's hydrology, climate change, acts of God, disaster or other unforeseen events) substantially alter or degrade the Site's wetlands and biological features or values, or render the plants or plant communities nonviable, then CDOT will dispose of the Site back to The Town. 6-7 (b) Maintenance will cease when the wetland mitigation site has been determined to'be functioning as wetlands. This will be determined by CDOT staff biologist, landscape architect and COE/DOW Natural Resources Agencies. 5. CDOT will provide liaison with The Town through CDOT's Region 4 Engineer. 6-8 ... K .'.... ' (0.0.4 4(244.-p C=F 6* 0/1, fl~,~99 .f.1UD-\wLÂ·k--1-4.\:L. OK. -to t.--41-4 0...4-44 T -~â€¢Ule A MEMORANDUM OF UNDERSTANDING 0716 47'0*- THIS MEMORANDUM OF UNDERSTANDING dated this 28th day of May, 1991, by and between the TOWN OF ESTES PARK, hereinafter referred to as the ("Town) and the CARRIAGE HILLS PLANNED UNIT DEVELOPMENT ASSOCIATION, a Colorado non-profit corporation, hereinafter referred to as the ("Association"). WHEREAS, the Town of Estes Park has had certain discussions with the residents of the 6th and 7th Filings of Carriage Hills, A Planned Unit Development, hereinafter referred to as the ("Property") with regard to the annexation of the Property to the Town of Estes Park; and WHEREAS, the Association is a legal entity which represents certain interests of the residents of the Property and also owns real property within the Property; and WHEREAS, the parties desire to set forth the understandings of the parties with regard to the annexation of the Property to the Town. NOW, THEREFORE, IN CONSIDERATION OF THE RECITALS STATED ABOVE, THE PARTIES HEREBY STATE AS FOLLOWS: 1. The Town intends to consider the annexation of the Property in accordance with the terms and conditions of the "Municipal Annexation Act of 1965". The annexation of the Property shall be subject to all of the terms and conditions, including all requirements for petitions, notice and hearing as set forth in the Municipal Annexation Act of 1965. In the event that the Town does receive a petition which conforms with the provisions of said Act and the Town does annex the property, the parties agree that the following is an understanding of the parties of various items of concern between the parties. A. ZONING: It is anticipated that the Property will be zoned E-Estate, according to the terms and conditions of the Municipal Code of the Town of Estes Park. The parties understand and agree that the Town does not obligate itself in any manner to approve E-Estate Zoning for the Property. B. STREETS: The streets will be dedicated to the Town pursuant to the annexation process. Due to said dedication process, the Town will accept maintenance of all of the streets dedicated. As the streets will then become streets in the Town Street System, the Town will evaluate the condition of said streets along with all other streets of the Town. The streets will be evaluated, maintained and improved in accordance with the regular maintenance program of the Town of Estes Park. 1 6-9 D. WATER RATES: Upon annexation,- -the-water -rate-will-"--"~"~~ change from a rural rate to an urban rate, pursuant to the Municipal Code. E. SALES AND USE TAXES: Upon annexation, the Property will be subject to the Town's sales and use taxes. F. POLICE PROTECTION: Upon annexation, the Town will provide police and fire protection as it provides to all other areas within the Town's boundaries. G. HIGHWAY 7 BIKE PATH: It is the Town's intent to budget for and extend the Highway 7 bike path along the Property sometime in the future. Both parties specifically agree as follows: 2. OPEN SPACE. The Town will accept dedication of Outlet D\ as open space upon receipt of an appropriate and approved Deed of \ Dedication executed by the Association. Said Deed of Dedication ~ will specify that Outlet D remain as open space subject to the \ reserved right of the Town to construct improvements, such as \ pedestrian and bike paths that are consistent with open space and the ability of the Town to modify the ponds and drainage areas as <- is necessary. 3. OTHER OPEN SPACE. The Town would consider accepting ~ dedication of other open space outlots owned by the Association, / provided there are no maintenance responsibilities for said open l space. A. BUILDING PERMITS AND INSPECTIONS. Any building permit inspection within the Property shall be performed by the Town. The Town agrees to notify the Association, through its designated representative, of any building permit applications. This agreement by the Town is merely for notification of the Association of all building permits. The Town shall not be required to administer, interpret or in any way become involved in any dispute between any building permit applicant and the Association or any residents of the Property with regard to whether or not the structure for which the building permit is applied for is in compliance with any covenants or restrictions which govern the property. Also, the parties agree that the Town shall not be liable to the Association or any other owner or resident located within the Property for failure to notify the Association of any application for a building permit. 2 6 - 10 , . i ? 9 .=a- 1-- l UJ - =a (O\14 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION r ZI 1420 2nd Street Greeley, Colorado 80631 -la= (970)353-1232 CY 06-0034-14 SH 36 E. in Estes Park Parcel PE-27 Town of Estes Park Subaccount 92303 September 6, 1996 Mr. Bill Linnane Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 Dear Bill: Enclosed is a legal description for PE-27 to be included with our offer packet. Please let me know if you should have any questions. Thank you. Sincerely, rf ',-1-18 -rirt 9~,rj Michael D. Morgan Region 4 ROW Agent MDM/cm Enclosure, CC: File 5-1 - ix OMWN PROA NO. SHEETÂ· 707Â£ M. SHEETS cou)Â«Do CY 06.-Â«24-14 4 . I- ROE'DNS RIGHT OF WAY g/,4/95 oa. root Re,32;s.ms. _ S.H. 86 East in Estes Park PE,9. rE,9 11/1195 REMSE TE.2 _11 S.E. 1/4 Sec. 24 , / ./*" AwsE PE,6 REV, rE,S REV ,-60 7/31/96 DEL PE1G REV2. TEN REVE ADO POT. 107 iE ~ otis L. Opal L WNteside 621 Big Thompson Ave. - - Est. Park. CO 80517 NOTE: design data is CZ) PT- Sw 1/4 SW 1/4 SEC. 19 in English units and is for information only 165 ,.. crgi-----------4 5---* C 2 J! CIA Wayne Â£ Sclnder & NG# it i U/561 Big Ihompson Ave. .6. , r - ......r---- ' r..... Estes PorK CO 80517 /0 , 34-14 N. NE 1/4 HE 1/4 SEC. 2~* ~ - - - ~01 -9% 0 0 PT. SE 1/4 SE 1/4 SEC. 24 /6 U Â«03 0 E- 05 -to â‚¬ 84* :%0 k 9F %12 ,29 - - - - - - - t '7 452 48~, 00 ~=' 51 Zb / TE I .2.., :%6 (2 1 1 95} 1 TX . 4 0 n 3 4 325 * 9 - , 1 44 1212 / ::k,EN;. 446 1 - 1. ..... 4 --- -- ====- -----===-- --- -=2==------1-1.- 9. 0 - 1 r 2, N.55026~E. '2. ~ .1 c. 19 [. 34 __t- 7/-ii' 4â€¢ .9/ - I w- P â€¢P 653Â¢i - w --=--=-JGty-=~ 0 12 -I-* -Il.- - , 1 -Ctz- -- 2. ---- 'C - .rfr-e.x---EL . - -- 14 ---*I _ - -- / \411 - - 484 3~485--ad~ElED.W. 1 -CIZE- r . - 1. * 1%01 1 * 4 4 440 334 44 1 OPROACH TO PROJECT / - 333 0. 11 L o ~ t. 400 -GO 4*\ Town of Eates Park ; 55 l.0 690 Big Ihompson A.. lit A 78*L .,ba. Af f u., 1-0 LATUU Estes Park, CO 80517 .. 74 70â€¢ /*\ lot 2 4.41 /0 6*.4 2 o P U 26-r 1).L. , le) Stanky Weadovs Akition . Â· Â¥T-1.-0, E,deg Ecsement to 1 it / :1 It United States Bureau of ~36.79 Bk. 907 Pg. 89 . 486 Reclamation 1 Eisting 23' Utility Easement 48 .. 7 1 to Uoper Thomps, 6 j 1,1 Sanitolion District Bk. 1895, Pg. 66 118- tu. i 1 S.W. 1/4 Sec. 19 ~ "'Vw Existing E ement to 38EmÂ· 1./1 The Toâ€¢n of Eatcl Pork United Sla , Surea 338 ~ 1 /1.* /Â¥h 690 81 1hompson AT of Reda on -7.~ i. b\, -vic lot 2. Stardey Meadoâ€¢; Addition i.. U, / UQJ E.tes part co 80517 Bk 1041 g. 542 NE v,t Â£8 4 ~Â· 4 / 431 ~ ' r .Jrw. 14.1'35'37'E. 11697n (44,94, 7 Â· m 4 S.81'27'40- E. (S.054'E. PLAT) 4 1 6. 3 ; ;m (20.077 4, ~ n .161 45/49/ 841 N. St. Vroin k 4 36 / 1.29599. /Th/Â¥2\ Ul B.=u of Reclamation . T. 5 N., R. 72 W. R.z Estes Pot CO 80517 415' 12.912a (42.367 N.W. 1/4 Sec. 30 ~\ fi*\ lot 3. portion of bt 4. PE MY\19' stanley 1(codows Ald*ion N.88-49'34'W. 44.19 6.093,n (19.999 176 1 - 5-2 .... - 0.031 629 VIS COLORADO DEPARTMENT OF TRANSPORTATION Project # MEMORANDUM OF AGREEMENT CY 06-0034-14 Locadon Parcel # Sh 36 E. in Estes Park TE-27, PE-27 Project code (SA#) 92303 County Larimer State Highway # 34 This agreement made on (date) is between the State of Colorado for the use and benefit of the Colorado department of Transportation (GRANTEE) for the purchase of the parcel(s) listed above from the Owner(s) TOWN OF ESTES PARK (GRANTON Just compensation was determined by appraisal(s) prepared in accordance with Colorado state laws and regulations. The amount of money and/or compensation listed below is full consideration for the following land, easements, improvements,and damages of any kind. Land (described in attached exhibits) N/A sq. ft./acres $ -O- Permanent and Slope Easements (described in attached exhibits) 2.893 sq. ftlacones $ -0- Temporary Easements (described in attached exhibits) 5.797 sq. ft.baz,es $ -0- Improvements None $ -0- Damages Nnnp $ -0- Gross total $ -0- Less credit $ -0- Net total $ -0- Otherconditions: The pvprlitinn of this agreement constitutes and grants unto the i CDOT, it.s agpntq anrl contractors temporary easement(s) for the purpose of construrtinn nf a drainage pipe and shall commence no sooner than ten " days after thP grantnr receives written notice of the Department's intention to occupy the temporary paqpment. The temporary easement shall terminate at the conclusion of ennqtrurtion and, in any event, no later than 30 days after completion of sairl ronctrurtion. Cep Fxhihit A The GRANTOR and GRANTEE agree that: - with the exception of any Relocation Agreement (COOT Form #591) there are no promises, terms, conditions, or obligations other then those listed on this agreement. - this contract is binding on both the GRANTOR and GRANTEE and their heirs, devisees, executors, administrators, legal representatives, successors, assigns, and designees, but only after approval by one of the following on behalf of the Division: Staff Right of Way Manager, Staff Right of Way Supervisor, Region Transportation Director, Region Preconstruction Engineer, Region Right of Way Supervisor or their superiors as indicated below. - the compensation shown on this agreement is for the fee simple estate of the parcels described and damages of any kind. The GRANTOR: - will at the dosing pay all taxes (induding prorated taxes for the current year) and special assessments for the current year. - has entered into this agreement only because the GRANTEE has the power of eminent domain and requires the property for public purposes. - will execute and deliver to GRANTEE #tose documents indicated below. The GRANTEE: - will be entitled to specific performance of this agreement upon tender of the agreed consideration. - will be held harmless from any daims against the property or to any interest in the property, except for any benefits due under relocation law. - will make payment after receiving an acceptable dead from the GRANTOR. - will take possession of the parcel(s) when it tenders payment to the GRANTOR unless other arragements are made that follow Title 111 of the Uniform Relocation Assistance and Real Property Acquisition Act of 1970, as amended. - will prepare the following documents: O Utility Easement O General Warranty Deed O w/Min. Resv. KI Permanent Easement O Access Deed O Slope Easement 5-3 O Full Release(s) Book/Page K] Temporary Easement EXHIBIT "A" CDOT agrees that the Town may construct future improvements on and across the drainage pipe easement under the following terms and conditions: 1. The improvements shall be designed so as to properly protect the pipe from damage by the proposed improvements. Said design, drawings, plans and specifications shall be forwarded to CDOT for its review prior to any construction. 2. The construction of said improvements shall be pursuant to the plans and specifications approved by CDOT. 3. In the event of any damage to the pipe caused by the improvements, either during or after the construction, it shall be.the responsibility of the Town to repair said damage at its cost. 4. The Town shall add a clean out of the drainage pipe, if needed, due to the construction of any improvement across or on the easement. 5. CDOT will perform routine maintenance on the pipe including settlement removal. 5-4 AUG-29-1996 17:12 HAMMOND, CLARK & WHITE 9706699380 P.02 1 HAMMOND, CLARK AND WHrrE Law 01]ices Lyan A. Hammond Bank One Building. Suite 418 Roger E. Clark 200 East Scvcnili Street ; Telephone: (970) 667-1023 Gregory A. White Loveland, Colorado 80537 Â· Fax: (970) 669-9380 August 29, 1996 Mike Morgan ; Colorado Department of Transportation : 1420 2nd Street : Greeley, CO 80631 i Dear Mike: Enclosed is the proposed language with regard to the agreement between CDOT and the Town of Estes Park] for the drainage pipe easement across the Park Shop prope*ty. Future Improvements: CDOT agrees that the Town may construct future improvements on and across the drainage pipe easement under the following terms and conditiond: 1. The improvements shall be designed so ad to properly protect the pipe from damage by the proposed impbovements. Said design, drawings, plans and specifications shall Â£be forwarded to CDOT for its review prior to any construction. : 2. The construction of said improvements shall be pursuant to the plans and specifications approved by CDOT4 3. In the event of any damage to the pipe 2:aused by the improvements, either during or after the construdtion, it shall be the responsibility of the Town to repair said'damage at its cost. 4. The Town shall add a clean out of the drainage pipe, if needed, due to the construction of any improvemerit across or on the easement. This language should be added to the other items we discussed by phone. If you have any questions, ~lease feel free to call. Pty truly yours, 3/ 61 0 L. f-Pt Gr oy~ A. White 1 V GAW:jc f 0 5-5 :. PROJECT NO. CY 06-0034-14 LOCATION SH 36 E. in Estes Park. SUBACCT. 92303 PARCEL NO. PE-27. TE-27 I/We, the undersigned, have been advised that we could receive just compensation for the real property, permanent easement, or temporary easement described as Exhibit "A" that is being acquired by The Colorado Department of Transportation to construct SH 34 We no not wish to receive just compensation but do wish to donate the area necessary for the construction as described in Exhibit "A" It is understood that any changes in the . plans, adverse to our property, will make this agreement null and void. DATED THIS DAY OF , 19___. OWNER BY: Agent obtaining this document for Colorado Department of Transprotation. Real Estate Specialist 5-6 HIGHWAY 7 CORRIDOR - UTILITY STUDY 1.0 INTRODUCTION 1.1 Purpose The Colorado Department of Transportation (CDO'ID has proposed in the spring and summer of 1997 to reconstruct Highway 7 near the Town of Estes Park. The project involves approximately 2.4 miles of regrading, widening and overlayment. Re-alignment, grading and overlayment of secondary road approaches will also be included in the project. See Figure 1 for the limits of the construction. The Town of Estes Park has existing water mains and electrical lines along the highway corridor which will be impacted by the roadway construction project. The purpose of this report is to determine the extent of the impacts to the Town's water and electrical system and determine alternative methods to mitigate the impacts. 1.2 Existing System The existing Town water system and electrical utilities in the project area are shown on Plate 1 and 2 in the appendix. 1.2.1 Water System Existing water mains in the Highway 7 Right-of-Way serve as major water transmission mains looping the Mary's Lake Water Treatment Facility with the downtown core area. The existing water system paralleling Highway 7 consists mainly of standard weight steel. The system providing service along the east and west side of the highway includes the following: LOCATION EXISTING WATER SYSTEM STA 0+00 Highway 36/7 Interconnection 8" & 4" Water main along the east side of the highway. STA 12+80 Manford Avenue 8" Water main along the east side of the highway. STA 45+90 Lexington Lane 8",4" and 2" Water main along the east side of the highway, and a 4" water main along the west side of the highway. t. . STA 104+00 Pinewood Lane 1 .i %i e 7-1 lrâ€¢NLtV -1*w.2%/ a li . *44;il'Uf*vE*-2- .0 1., .00. . - - S,,4, -0,//-1 -Nv'5Jg) %*BALJ ..1 e. /l- 1 (' .(*),-1 .-0 11\ - ~44-*Paru..1 -,07 ,. /J,r--a-:=3 3 .i.T:-- m., LA g 'r E*TES 74... . . lili I.*.- , : .0.17 1=07-536; @227'T~.- â€¢, -3 ' 1 'â€¢v/rt, ,â€¢ spitr :.4% ., 1Â¥ :,183,7 t5?~322335u~=- 4 : - I ' . $/0:7 k $'All, r 1 -- - I. / I â‚¬Â»- .Â«4 ' , , 1 % .... h U 1 1 ' ..1....t : I ... 0 ' L=VT N#Arcu: 341 * '2 -0- " f:618 104 Crvb 1 1- STAMLE' T, 1 ..1.kl P... >193 AOD. 1 2 -n . I 'vib*:tii? altilij-%Â¢f~~,l, 1 .:0,4i .-i Â· ~*~~Â·Â·~~~ .. \ lilli. I t::: M .' 6#LA, VEN,HER 1 **6 0. 101 1 -0 . =L=1.11 ..1 .â€ž&. r=. t:.:gr L J i /1./. ---------J 1 - ': & -â€¢eâ€¢,b,Ii-,4 ., 1 - sue. 0 -0 ' ''.11:1+1-:11Â£ r 'I;1-*FT'-i];~7~r.r. ..... 'Lâ€¢|RE, ., IN-'1 Hi~3.16 ~~~~41*T'Ji~2 - ,Â· I:'172Hf 5, AE . st... *â€¢ 1 0 L.r-" /98 . / (MOUNTA,N 11 ------7 4 0 ' 5-=3-" Ir-r*2cj -2 - 1 Gol, ' L r' 7 '- 4,6#jÂ©nlr;T ~[:17' " Inultil.----.--- 1 - Lt.ma.,-- cowâ€¢um , .00. # , -aleÂ«:Sr:.LIF:'163 - - ~----. -- 1 1 â€¢ I 'l./. J "130 1 -1,-AL:>'11 -4.1:i:77 , 71 1 1 -- 3.1,1 -' i I i ,7, .râ€ž.,~t*â€ž,-4-,1,:-9, ,.-' 3 ;132 0 1 ---4 t ..'' liliâ€¢$, V ; --- 1- EMAY**t[ i , Â·Â·Â·Â· i i PROPOSED LIMITS OF ' 2 3 HIGHWAY 7 RECONSTRUCTION ---3-1 ''Gr--M-'~fl26 ,- r-- O 1 . ...f I ~ Â·Â·-~1/-;:r,~~"'1 1-2-1- . Â· r-- ----- --'-4 1 "11-171=it-r---1 ' I r---- id-%-P -.. ' 1 .... 1 ,1.10, , M. h :. Â· \Â· 1 Â· 0 -Â»r I TW-,62 . 6 41.i ,Â·1.1.Ti:Tib, . 3 â€¢ 0 1 - , 1 PA-=2141 .z -....tll: . " I 719' I " .': l HfIGHTS /lar .1., ...1. t. , . I './..1 I. '. . I ... ...rl 1â€¢0 - 2 ,, 4 Fâ€¢â€¢Sr" .6. I . .. 1 1 , 0 .. .. .... I ' ' .7 : I, 71:Â·.: â€žr, UP-NÂ©&1â‚¬= r.- e - .... 3 - 1, 1 - - -- #vbfri FF , - ~~:2-i'*s ... f - - 11. l. b , - e (24-/5 ---- " 1 1. 0 -MIN, ,0 4 0. : *4717 --/./. 13 . ... , ' 1.1 -- .L 8 - . 1 1-2 0 2-: 0.5", Â£4; Â·, I ,=ir- ix- # I . "Art. , . 1. ':.:â€¢â€¢r:.:.:r Ji < \ , 0 - ..~ .......L,â€ž,-1â€ž 1- 1 , ./Es, S . 0 1 W.:cls , 1 1 . 11 i. -4â€¢=4 .. ADDITION - . ' â€¢ -/ 1, f j'.0 9.' 1 1.-0---1; 1 r 1,1.1 I - 1 " 122 .... â€ž10. 1. 4421:,44.d-]Al-Â·122=t ,-.1-j'-3 -<.rt---?%====:34.../ I k. 0 1 1 - ,;;Â· 0 -76 X-;; --4 "' 64J..~4~~'~'~-~i & ty.-1, :.-~--7/42<9..2. loc . . 2 ... 2-1. - j '' 1 1 ..... , - -6 - 1 ELLUkki~*-- --'; l ;--1 ,â€žc ' /,1. . 0 r. 1 , I. 4 . -- 0 0 .,-1,â€¢ 1Â£,-â€¢a A . 0 1 ... . \ ! iIi 1 1 1 i: ..4, g.'Â· >470(- f i 11.001*lri . 1, . n ...1 -- . 40 1. ~ Â«~ ms i 4 0 . I . â€ž .0 , 0 $0 . â€¢ , â€ž ..'. FER #r . 0 , 1 ' . 4. 1 . .S FIGURE I gmc , r. . , r- SEPT. 13, 1996 " 31- -7-- 1. I '0 ." ..7/. . I.Al / , I . . . 7-2 Te. 10 Town of Estes Park Water Master Plan Town of Estes Park Water Master Plan details replacing the combination of existing water Ins along Highway 7 with 12" and 8" ductile iron pipe. The water mains would be replaced their current hydraulic and economical equivalence as outlined in the Water Master Plan Ae by McLaughlin Water Engineers in 1985. The water mains will continue to serve as the in transmission main along the Highway 7 corridor. The transmission main would be fed Min both ends. Laterals would loop from the transmission main to serve the areas adjacent to 1!ighway 7. '.51 3.1.1 Alternative 1W - Colorado Departmpnt of Transportation Replacement ' 10'he position of the Colorado Department of Transportation would be to mitigate all impacts to Lithe Town of Estes Park Water System. Typically this would mean replacement of the effected ,fwater system components. The effected water mains would-be replaced to current Town of CEstes Park standards. Sections of the single 8" steel main would be replaced with a 8" ductile dron pipe. Sections ofthe 8", 4" and 2" water mains in parallel would be replaced with a single 212" ductile iron pipe to maintain the same flow capacity at the most economical price. Sections Yof the single 4" main along the west side of the highway would be replaced with a 6" ductile ifiron pipe per Town water standards. Table 1 details a preliminary cost estimate for the 1 Â».4.1 freplacement of the Town Water System. The unit prices were taken from the 1996 Water ft Looping Projects bid in March 1996. *f., 7 3,Â· f dith TABLE 1W ALTERNATIVE 1 Â¤MACEMENT COST OF EFFECrED WATER MAINS ALONG THE EAST SIDE OF HIGHWAY 7 Description COST COST QTY UNIT UNIT TOTAL .1?19 12" DIP 2360 L.F. $60 $141,600 :t. 1 10" DIP 70 L.F. $68 $4,760 8" DIP 1300 L.F. $52 $67,600 69.. 6" DIP 380 L.F. $45 $17,100 li 12" GATE VALVE 12 E.A. $1,300 $15,600 :Â¢i 10â€¢ GATE VALVE 1 E.A. $1,500 $1,500 8" GATE VALVE 6 E.A. $770 $4,620 ...k 6" GATE VALVE 8 E.A. $550 $4,400 'i 3/4" SERV. TAP 3 E.A. $200 $600 10: 1â€¢ SERV. TAP 2 E.A. $220 $440 111 3/4" "K" COPPER 60 L.F. $22 $1,320 %12 1â€¢ "Kâ€¢ COPPER 270 L.F. $23 $6.210 FIRE HYDRANT ASSEMBLY 7 E.A. $2,500 $17,500 E,617 INTERCONNECTIONS STATION ~Â¥14 att Interconnect w/ 8â€¢ 1+00 1 E.A. $2,500 $2,500 Â¥15 N 6" eerv. to Holiday Inn 2+00 1 E.A. $1,000 $1.000 11*11 Interconnect w/ 8" 8+00 1 E.A. $2,500 $2,500 &17 Dunraven St. inter 8+70 1 E.A. $1,000 $1,000 Move fire hyd. at Manford 14+00 1 E.A. $1,200 $1,200 Byi, Fill Interconnect w/ 8" 19+00 1 E.A. $2,500 $2,500 *20 3-50 Stanley Ave. Inter 19+50 1 E.A. $2,500 $2,500 4%21 Woodstock Inter. 19+70 1 E.A. $1,000 $1,000 k22 Interconnect w/ 8 â€¢ 22+00 1 E.A. $2,500 $2,500 42) Cut Interconnect w/ 8" 32+00 1 E.A. $1,500 $1,500 1 E.A. $1,500 Interconnect w/ 8" 33+00 $1,500 *#25 Fill Interconnect w/ 8" 35+00 1 E.A. $1,500 $1,500 0326 3-50 Interconnect w/ 8" 36+00 1 E.A. $1,500 $1,500 E S 7 W. iRI 7-3 4 11 27 Fill Interconnect w/ 8' 44+00 1 E.A. $1,500 $1,500 28 3-5' Lexington Ln. inter 45+80 1 E.A. $2,300 $2,300 29 6" serv. to Apt. 46+30 1 E.A. $600 $600 30 Interconnect w/ 8" 48+00 1 E.A. $4,000 $4,000 31 Fill Interconnect w/ 8" 53+00 1 E.A. $4,000 $4,000 32 3-5' Fairway Add. inter 54+60 1 E.A. $600 $600 33 Interconnect w/ 8â€¢ 58+00 0 1 E.A. $4,000 $4,000 34 Fill Interconnect w/ 8" 63+00 1 E.A. $4,000 $4,000 35 3-5" Holiday Ave. inter & fire h 64+80 1 E.A. $1,000 $1,000 36 Interconnect w/ 8" 65+00 1 E.A. $4,000 $4,000 37 Fill Interconnect w/ 8" 71+00 1 E.A. $4,000 $4,000 38 3-5" Interconnect w/ 8" 73+00 1 E.A. $4,000 $4,000 39 Fill Interconnect w/ 8" 80+00 1 E.A. $4,000 $4,000 40 3-5' Peak View Dr. Inter 81+50 1 E.A. $600 $600 41 Interconnect w/ 8" 85+00 1 E.A. $4,000 $4,000 42 Fill 3-interconnect w/ 8" 89+00 1 E.A. $4,000 $4,000 43 Interconnect w/ 8" 92+00 1 E.A. $4,000 $4,000 44 Fill 3-interconnect w/ 8" 96+00 1 E.A. $4,000 $4,000 45 Twin Dr. inter. 97+50 1 E.A. $900 $900 46 Interconnect w/ 8- 98+00 1 E.A. $4,000 $4,000 47 DESIGN & CONSTRUCTION INSPECTION @15% $54,818 48 CONTINGENCY (05% $21,013 SUBTOTAL FOR THE EAST SIDE OF HIGHWAY 7 $441,281 ACEMENT COST OF EFFECrED WATER MAINS ALONG THE WEST SIDE OF HIGHWAY 7. Item Description QTY UNIT UNIT TOTAL COST COST 1 6" DIP 3065 L.F. $45 $137,925 2 6" GATE VALVE 16 E.A. $550 $8,800 3 3/4" SERV. TAP 2 E.A. $200 $400 4 1" SERV. TAP 1 E.A. $220 $220 5 3/4" "K" COPPER 40 L.F. $22 $880 6 1" "K" COPPER 20 L.F. $23 $460 7 FIRE HYDRANT ASSEMBLY 5 E.A. $2,500 $12,500 INTERCONNECrIONS STATION 8 Cut Lexington Ln. inter 45+80 1 E.A. $1.200 $1,200 9 Interconnection w/ 4" 53+00 1 E.A. $1,500 $1,500 10 Fire Hyd. in asphalt 56+30 1 E.A. $600 $600 11 Cut Interconnection w/ 4" 56+75 1 E.A. $1,500 $1,500 12 Interconnection w/ 4" 57+50 1 E.A. $1,500 $1.500 13 Cut Interconnection w/ 4" 60+50 1 E.A. $1,500 $1,500 14 Fire Hyd.Aesem. 60+70 1 E.A. $600 $600 15 Pine Knoll Dr. inter. 61+30 1 E.A. $600 $600 16 Interconnection w/ 4" 65+00 1 E.A. $1,500 $1.Soo 17 Fill Interconnection w/ 4" 72+00 1 E.A. $1,500 $1,500 18 3-5' Tranquil Ln. inter 72+20 1 E.A. $600 $600 19 Interconnection w/ 4" 73+00 1 E.A. $1,500 $1,Soo 20 Fire Hyd. in Aephalt 78+60 1 E.A. -$600 . $600 21 Cut Interconnection w/ 4" 88+00 1 E.A. $1,500 $1.500 22 Highacres Dr. inter 93+70 1 E.A. $1,000 $1,000 23 Acacia Dr. inter 95+20 1 E.A. $1,000 $1,000 24 Twin Dr. Inter 97+50 1 E.A. $2,500 $2,500 25 Pine Wood Ln. inter. 104+00 1 E.A. $2,500 $2,500 26 DESIGN & CONSTRUCrION INSPECrION @15Â¥ $27,658 27 CONTINGENCY @5% $10,602 rOTAL FOR 4 " MAIN ALONG .THE WEST SIDE OF HWY. 7 $222,645 :RNATIVE 1 $663,926 Based on this estimate the cost for the CDOT to replace the effected water utilities along Highway 7 would be approximately $664,000. 8 7-4 1 3.1.2 Alternative 2W - Replace Highway 7 Corridor Water Mains with a Single Main This alternative would replace all the existing water mains paralleling Highway 7 between the Highway 36/7 intersection south to the interconnection with Highway 7 and Pinewood Lane. The existing mains would be replaced with a single 12" water main, installed adjacent to the existing 8" steel water main. A 12" water main would conform to the master plan requirements for the area. The total length of the project is 10,400 feet. Replacement of the existing water main will help prevent excavation for repairs beneath the reconstructed roadway. A portion of the new 12" water main will remain under the roadway between the Highway 36/7 intersection and Manford Avenue. The new water main will have a life expectancy approximately the same as the new roadway. TABLE 2 ALTERNATIVE 2W REPLACE HIGHWAY 7 CORRIDOR WATER MAINS WITH A SINGLE MAIN Unit Total Item Description Qty. Units Coat Coet 1 12" DIP 10580 L.F. $60 $634,800 2 10" DIP 70 L.F. $68 $4,760 3 8" DIP 60 L.F. $52 $3,120 4 6" DIP 980 L.F. $45 $44,100 5 12" Gate Valve 21 E.A. $1,300 $27,300 6 10" Gate Valve 1 E.A. $1,500 $1,500 7 8" Gate Valve 3 E.A. $770 $2,310 8 6" Gate Valve 20 E.A. $550 $11,000 9 3/4" Serv. Tap 33 E.A. $200 $6,600 10 1" Serv. Tap 9 E.A. $220 $1,980 11 3/4" "K" Copper 1100 L.F. $22 $24,200 12 1" "K" Copper 380 L.F. $23 $8,740 13 Fire Hyd. Assembly 21 E.A. $2,500 $52,500 INTERCONNECTION STATION 14 Highway 36/7 Sta 0+00 1 E.A. $2,100 $2,100 15 6" Holiday Inn Sta 2+00 1 E.A. $1,200 $1,200 16 200 Block, Rec SubSta 6+50 1 E.A. $1,800 $1,800 17 Abandon Sta 8+80 1 E.A. $400 $400 18 300 Block, Rec SubSta 9+80 1 E.A. $1.800 $1,800 19 400 Block, Rec Subita 12+80 1 E.A. $1,800 1,800 20 Stanely Ave. Sta 19+50 1 E.A. $1,200 $1,200 21 Woodstock Ave. Sta 19+70 1 E.A. $2,300 $2,300 22 St. Vrain Ln. Sta 23+80 1 E.A. $1,200 $1,200 23 Graves Ave. Sta 26+00 1 E.A. $1,200 $1,200 24 Community Dr. Sta 43+00 1 E.A. $1,200 $1,200 25 Lexington Ln. Sta 45+80 1 E.A. $1,200 $1.200 26 Eagle View Condo Sta 46+20 1 E.A. $1,200 $1,200 27 Eagle View Condo Sta 48+50 1 E.A. $1,200 $1,200 28 Fairway Add. Sta 54+60 1 E.A. $1,200 $1,200 29 Pine Knoll Dr. Sta 61+50 1 E.A. $1,200 $1,200 30 Holiday Ave Sta 64+80 1 E.A. $1,200 $1,200 31 Traquil Ln. Sta 72+40 1 E.A. $1,200 $1,200 32 Country Club Dr. Sta 76+20 1 E.A. $1,200 $1,200 33 Avalon Dr. Sta 76+70 1 E.A. $1,200 $1,200 34 Peak View Dr. Sta 81+80 1 E.A. $1,200 $1,200 35 Highacres Dr. N Sta 86+20 1 E.A. $1,200 $1,200 36 Highacrea Dr. S Sta 93+60 1 E.A. $1,200 $1.200 37 Acacia Dr. 8" Sta 95+00 1 -. . E.A. $1,200 $1,200 38 Acacia Dr. 4" Sta 95+40 1 E.A. $1,200- $1,200 39 Twin Dr. Sta 97+50 1 E.A. $2,600 $2,600 40 Scott Ave. Sta 102+60 1 E.A. $1,200 $1,200 41 Plnewood Ln. Sta 104+00 1 E.A. $2,300 $2,300 42 DESIGN & CONSTRUCTION INSPECTION @ 151Â· $129,302 1 43 CONTINGENCY @ 51Ir $49,566 5 COST FOR NEW 12" WATER MAIN, ALTERNATIVE 2W $1,040,877 ROUNDED FOR REPORT $1,041,000 : 9 7-5 .. 4.0 RECOMMENDATIONS 4.1 Recommendations for Water Utilities A comparison of the cost estimates is shown in Table 5. The cost to tile Town of Estes Park for Alternative ~ Alternative 2W. 2W assumes that CDOT would allow transfer of funds that would have been expended for Alternative 1W to REQUIRED REQUIRED CDOT CDOT TOWN - TOWN TABLE 5 - COST SUMMARY TOTAL PROJECT FUNDING % FUNDING % ~ ALTERNATIVE IW CDOT $664,000 $664,000 100 % -0- 0 % REPLACEMENT ~ ALTERNATIVE 2W $1,041,000 $664,000 63.8% $377,000 36.2% REPLACEMENT OF EXISTING MAINS WITH NEW SINGLE MAIN ~ Our recommendation is for tile Town of Estes Park to proceed with Alternative 2W for the installation of a new 12" ductile iron pipe parallel to the existing 8" steel main between the Highway 36/7 intersection and Pinewood ~ Lane. Alternative 2W would provide the Town with the following advantages: 1. Replacement of approximately 10,400 feet of 8", 12,900 feet of 4" and 5,800 feet of 2" steel water mains with 10,400 feet of new 12" ductile iron pipe. 2. Increase fire flows to the hydrant which are currently serviced off of 2" and 4" water mains. 3. Installation of additional fire hydrants in more strategic locations. This would provide a more evenly distributed fire protection along both sides of Highway 7. 4. Installation of additional main valves. This would enable the Town to isolate smaller sections of the main for maintenances purposes. 5. General upgrade of the Town's water utilities along Highway 7. This would greatly reduce the amount of repair time along the highway corridor. . 6. A logical utilization of $664,000 of CDOT funds to offset an estimated 65 % of the construction cost. . 42 Recommendations for Electric Utilities ~ A comparison of the cost estimate are shown in Table 6. The cost to the Town of Estes Park for Alternative 25 assumes that CDOT would allow for transfer of funds that would have been expended for Alternative lE to Alternative 2E. 11 7-6 - ~ ROCKY MOUNTAIN CONSULTANTS, INC. gmc 437 South St. Vrain Estes Park, CO 80517 (970) 586-2458 Metro (303) 825-8233 September 19, 1996 Fax (970) 586-2459 Bill Linnane Public Works Director Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 RE: Highway 7 Water Utility Upgrade Dear Bill: Rocky Mountain Consultants, Inc. (RMC) is submitting the following proposal for work related to the Highway 7 Water Utility Upgrade. The emphasis of the water utility upgrade is to replace the existing water mains in the Highway 7 corridor with a new single 12" water main prior to highway reconstruction. For the Highway 7 Water Utility Upgrade, RMC will provide field survey, preliminary and final design, easement preparation as required, state highway permitting and construction related engineering services for the project. This project includes approximately 10,400 feet of new 12" ductile iron pipe to be installed between the Highway 36/7 Interconnection and Pinewood Lane. Approximately 29,000 feet of existing 2", 4" and 8" water main will be abandoned along the highway corridor after completion of the new main. The north end of the new 12" main will tie into the existing 8" and 4" mains in Highway 7 adjacent to the Holiday Inn main entrance. The south end of the new main will tie into the existing 4" main at the entrance to Pinewood Lane. Also included will be the interconnect of 26 laterals, connection of service lines to both east and west side of the highway. Any existing laterals or services which are to be impacted due to the highway reconstruction will be relocated accordingly. Design of the project will begin immediately upon notice to proceed. Design would be completed to go bid by mid November, with construction to begin in December 1996 with a notice to proceed by October 1, 1996. Any easements will be secured prior to any construction. Based on the Town of Estes Park Highway 7 Corridor Utility Study for Water and Electric The Town portion of the design and construction was estimated to be 36.2 % of the total cost with CDOT estimated portion of 63.8%. Please see attached pages for the cost associated with the aforementioned project. Colorado CIVIL AND ENVIRONMENTAL ENGINEERING â€¢PLANNING 8-1 gmc Bill Linnane September 19, 1996 Page 2 If you have any questions, please do not hesitate to contact us. Sincerely, ROCKY MOUNTAIN CONSULTANTS, INC. 74&-5 57Egi- Michael S. Todd Project Manager MST/mas 8-2 gmc Bill Linnane September 19, 1996 Page 3 HIGHWAY 7 WATER UTILITY UPGRADE Cost of Engineering Services Preliminary and Final Design RATE/HR. HRS. TOTAL Project Manager $80 90.0 $ 7,200 Design Engineer $55 380.0 $20,900 2 Person Survey Crew $70 160.0 $11,200 CAD System & Operator $50 560.0 $28,000 Clerical $20 88.0 $ 1.760 TOTAL DESIGN ..$69,060 Construction Inspection RATE/HR. HRS. TOTAL Project Manager $80 86.0 $ 6,880 Project Engineer $55 150.0 $ 8,250 Construction Inspector $50 240.0 $12,000 CAD System & Operator $50 96.0 $ 4,800 Clerical $20 82.0 $ 1.640 TOTAL CONSTRUCTION INSPECTION.. ..$33,570 TOTAL PROJECT $102,630.00 Portion to the Town $ 37,152.06 Portion to CDOT $ 65,477.94 8-3 TOWN OF ESTES PARK COPY PUBLIC WORKS DEPARTMENT CITIZEN SERVICE RESPONSE REPORT AUGUST 1996 CODE TYPE OF CALL NO. OF CALLS HOURS 11 BLEEDER MAINTENANCE 12 UTILITY LOCATION :60.00 164.00 15 SERVICE LINE INSPECTION 1.00 2.00 16 iTAP REQUEST 2.00. 4.00 17 WATER QUALITY 2.00 5.00 20 PRESSURE*PROBLEMS* l > 2.00 4.00 22 FROZEN LINES 24 LINE BREAKS: MAIN/SERVICE 11.00 129.00 30 METER REPAIR ' 78.;00 :1#.9199 ~ 32 FINAL INSPECTION 40 CONSTRUCTION RELATED ... . 410 8.%0 50 STREET REPAIR 51 SNOW REMOVAL 52 STREET SWEEPING 1:.00 1.00 53 SIGN REQUESTS AND REPAIR 54 -STORM DRAINAGE 2.00 *31*100. 60 OTHER 9.00 60.00 TOTALS FOR JULY 1996 172.00 537.50 HISTORICAL DATA THIS MONTH LAST MONTH LAST YEAR TOTAL CALLS 172.00 270.00 136.00 :: :, TOTAL MAN HOURS 537.50 335.00 273.25 %CHANGE(CALLS/MHS) :-36.30%/+60.45% -36.62%/-26.25% +26.47%/+96.71 % R-1 , HOLIDAY LANE 8" WATER MAIN COST ESTIMATE 1) Comparative Costs: 1994 High Drive: 8" $59/L.F. 1994 Big Horn: 6" $85/L.F. 1994 Eagle Cliff: 6" $55/L.F. 1996 Steamer Dr.: 6" $68/L.F. 2) Holidav Lane: - Material Fire Hydrant (1) $ 1,000 420 - 8" Dip 4,000 Tie Rods, Misc. 1,000 Concrete 500 Service Taps 500 Service Lines (copper) 300 Asphalt 4,000 Wet Tap 2.500 $ 13,800 - Fairbanks Tom Brown $5,000 (n/a) Town $10,100 10.100 TOTAL ($56.90/L.F.) $ 23,900