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PACKET Public Works 1997-07-24
t AGENDA i TOWN OF ESTES PARK PUBLIC WORKS COMMITTEE, JULY 24, 1997 / 8:00 A.M. preparation date: 7/16/97 1. Street Department One Ton Snow Plow Request approval to purchase budgeted vehicle 2. Water Department Big Horn Water Line a) Request approval of RMC Scope of Services b) Request approval to negotiate price with 1996 contractor or solicit bids 3. Water Department Southern Interconnect Project f Request approval to enter into a cost participation agreement with private developer 4. Revised Spur Lane W.M. Private Reimbursement Contract Approval request 5. Augmentation Plan Negotiation Scope of Services Request approval of RMC Scope 6. Hwy. 7 Water Main Project Request approval of final change order 7. Bluebell Drive Water Main Project Request approval of change order 3~ 1997 Street Improvement Project Request approval to bid overlay portion (j> Ivy and Rockwell Bridge rehab projects Request approval to solicit bids , (~i) St. Vrain Avenue Sidewalk Bomanite project Request retroactive approval if> Fifth Street "Dead End" Road Project Request approval to solicit price and proceed (~) Manford Avenue "No Parking Signs" adjacent to Rodeo Grounds Request approval to remove , 13. Brodie Avenue Concrete Curb and Gutter Request retroactive approval of private cost sharing project Reports: 1. US West Pedestals and Private Service Lines 2. Hwy. 7 Construction , FLEET MEMO TO: BILL LINNANE AND DAN SPEEDLIN FROM: GARY SHANAFELT SUBJ.: 1-TON TRUCK/SNOWPLOW DATE: 23 JULY 1997 SPECIFICATIONS WERE WRITTEN AND BIDS REQUESTED FOR ONE, 1-TON DUMP TRUCK/SNOWPLOW/SANDER AS PER OUR SPECIFICATIONS FROM FIVE AREA AND FRONT RANGE DEALERS. PLEASE FIND BELOW THE RESULTS OF THIS BIDDING PROCESS. AFTER REVIEWING THESE BIDS I AM RECOMMENDING THAT THIS PIECE OF EQUIPMENT BE PURCHASED FROM BURT CHEVROLET. RAINS MOTOR COMPANY $38,746.00 BID SPECIFICATIONS NOT MET: GVW RATING PAYLOAD CAPACITY ENGINE HORSEPOWER FRONT SPRINGS CAPACITY REAR SPRINGS CAPACITY FUEL TANK CAPACITY ALTERNATOR RATING BURT CHEVROLET $38,840.41 ALL SPECIFICATION'S MET TRANSWEST TRUCKS $39,900.00 ALL SPECIFICATIONS MET HAJEK CHEVROLET $40,477.00 ALL SPECIFICATIONS MET F 061LE ,9.G-+L #4kt) / IF PURCHASED THIS TRUCK WILL BE USED FOR REMOVING SNOW IN TIGHT / AREAS AND IN CUL-DE-SACS IN CONJUNCTION WITH THE 1984 CHEVROLET ~ TRUCK WHICH IS CONFIGURED SIMILAR TO THIS ONE BEING BID. THE 1984 \ TRUCK CURRENTLY HAS 48,229 MILES ON IT AND HAS HAD A NEW ENGINE \€STALLED APPROXIMATELY 2,000 MILES AGO. , 1 -VUO "9'a-/ '-2.,00 ~~U-~2- 61<.1 1-1 1 Mt.Al IVICIV I r.1-'il' 1 ~ /1 1 1 < 1 10 1 . r. : 1//A ..4 1 7 r 144 - , : 1 .0 l. 1 .0 1 11 1 11 1 1. 1 1 1 H It 1 ---- -- E- .1 - 71-- i --- i 16 ¢ 1 7 Il A,+f 1 1\ 1 1 4. , \ /11 -»--~-vn---1-71IL-- r . i t 1 1/; N ' S TA N·L·E Y ~ *#¢-4 K 700 " Il' 1-1,7 \ 1 - 1 i • 4. 1 11 :.,1.0 -, 1 1 -re 8 a , f'' ~ , BLACK'~ li •, 1 ! .0 t •4 1 1 i • '1 1, \ .. 1 L.. - DO . A -C . 2-- 14=A-1 43 . .. :. 1 .. -O- - i 4 0 E D 6,M ·• S I /1 . 1.- 5 29'JT.~EME.L- ,_ - --1- T ...7.0.0.1. I 4-3---A ;Lid' " MUTI I ' " \ '. \PARK 1 1 ;i MOUNT V:[ W i, " 1 , r , 1 . 0 , \>*.l 1, ~- ll NEYERS .33?·-•e "1 09. , r -, 3. '3 . 1 / I. 1 1 · : 37 „ 1 ! \1 C d',0 J -.If> i 3-1- 1 1 -EL-10 I . 4 , ,. 5-ANLE'¥ p,~FE•6•75 0-L/-1 22 1 _ 1 2 >i' 892 10 1 -¥ .• i N.'• r v .. I . 2. 2, - e ,---r-- - C, A L¥ . 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E fivllIP.irT- J 44 I iII.-1,0¢e,Tr...- i .VT<F--1 s.. ar - , sT,- i .--0-4 ·03.1.'4/724-HZ?R 1 11 N:'.514 -·31 £ ...9 -L-,1-.-- vi~,~GC .trbi \1 1 m--9/ 112:4-- . lili -Il \ 'L-- t,.. --*It '-I.q - - 7-4.-7 1 'Ful „mi y 1 1 , 3---TI 1-/ . 1 -- 1 12U2/mit). &4 trif DI " lit · :onv i-1/deb . C-~F,----lull "*EN.?eme *-3~4 91'. . f . rhIT 1 . 4 .'ploqqi::**A:* - „ nttl 1 . ,- ».I,6_ivE 1 - 1 </ PLACE -- . -21 ...Elilt···..~2'.1 T.7.5 r='0723 tr-:Mt·~~r;,1,0 .£=L--La---, r ' 1 ] , hji v 1. 1 1L· I ·,1, t-:1[1'L-~11 0 1 91.1.1 6 1''tl,4 „1··· S :-2 - e : ,F ..LJ I. C. /1 7,24.jrin,+"129-di~ 7-'42.4%-1 • I' Li.477 + .:11 . „ 4 1/ 5/5,417%9¥0£72 12:452021 1 - - .26/ 'B,/4/1<'.1..\. IN 2,1.1'.1.'A.EP . I /0'NT - 4 .,Fhfutict..:1&9·#EFD;.3 1„/ . 1 1 0.'? . ./.. " 1 F :. p, wES 1 i.. •--6··r'-9'V H '5iri-T-7 . ..47 33:- i :M.. - "1 m " H ' 1 1 1 k44„/Al 25 30 1 \ '_ ,/ I " i f -, 36 3/ 1 ~ . ~1~,C .M.US. r ..1 Fif---': •- , V L.7 r. 1 'r 1 -- i. \1 1/1.. I 1 1 -3 6,2 . e , ... , , 34?: ES.T U.·..AL.~2.-1 1 -742 ' . 7.,0 I r-- ---- , 1 ROCKY MOUNTAIN CONSULTANTS, INC. :Imc 437 South St. Vrain Estes Park, CO 80517 July 21,1997 (970) 586-2458 Metro (303) 825-8233 Fax (970) 586-2459 Bill Linnane, P.E. Public Works Director Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 RE: 1997 Big Horn Drive Water Looping Project Dear Bill: Rocky Mountain Consultants, Inc (RMC) is submitting the following proposal for work related to the Town of Estes Park 1997 Big Horn Drive Water Looping Project. The emphasis of this project is to install a new 12" main to replace a portion ofthe existing 8" undersized water main. For the 1997 Big Horn Drive Water Looping Project, RMC will provide a field survey, preliminary and final design, and any construction related engineering services for the aforementioned project. The project includes the replacement of an 8" steel water main with approximately 700 linear feet of new 12" ductile iron pipe. In 1994, the Town of Estes Park installed a 12" main which runs south 325 feet along Big Horn Drive (RM(Job No. 9-0223.038.00. The RMC design will begin from a 12" tee placed during the previous job and run south approximately 700 feet along the west side of Big Horn Drive. The new 12" main will connect into the existing 8" main roughly 270 feet south of the Mummy Lane / Big Horn Drive intersection. Included in the design will be the abandonment of approximately 650 linear feet of 8"main. RMC will also relocate all services from the abandoned water main as required. Total construction cost is estimated to be $51,400. Existing right-of-way and easement information for the water line alignment will be obtained prior to construction. If you have any questions, please do not hesitate to call. Sincerely, ROCKY MOUNTAIN CONSULTANTS, INC. 1-b-„ 9 UW * Thomas J. Scobell Project Engineer 1, Reviewe By„-· // / Ferry~ Prothaska, P.E. Associate Principal CIVIL AND ENVIRONMENTAL ENGINEERING - PLANNING 2-1 . ROCKY MOUNTAIN CONSULTANTS, INC. gmc 437 South St. Vrain Estes Park, CO 80517 (970) 586-2458 Metro (303) 825-8233 Fax (970) 586-2459 1997 BIG HORNI DRIVE WATER LOOPING PROJECT COST OF ENGINEERING SERVICES PRELIMINARY & FINAL DESIGN PERSONNEL RATE/HR HRS TOTAL Project Manager $80 5 $400 Engineer $55 32 $ 1,760 CAD System & Operator $50 40 $2,000 Clerical $20 15 $300 TOTAL DESIGN ' $4,460 CONSTRUCTION INSPECTION PERSONNEL RATE/HR H RS TOTAL Projoct Manager $80 10 $800 Construction Inspector $46 35 $1610 CAD System & Operator $50 8 $400 TOTAL CONSTRUCTION INSPECTION $2,810 TOTAL PROJECT $7,270 CIVIL AND ENVIRONMENTAL ENGINEERING • PLANNING '/ ROCKY MOUNTAIN CONSULTANTS, INC. gmc 437 South St. Vrain Estes Park, CO 80517 (970) 586-2458 Metro (303) 825-8233 June 19, 1997 Fax (970) 586-2459 Bill Linnane Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 RE: Prospect Highlands Subdivision Dear Bill: Rocky Mountain Consultants, Inc. (RMC) on behalf of the developer (Jerry Solomon) of Prospect Highlands Subdivision is requesting cost participation from the Town of Estes Park on construction of a water line as shown on the attached drawing. The water line would interconnect the Mary's Lake Water Treatment Facility elevation into the Prospect Estates area. This would allow for improved flow in the area, elimination of pumping costs, elimination of pressure loss in the water system during pump operation and better system operation. The request for participation by the Town for construction cost is based on the conclusion that the Prospect Estates water system has existing benefits which offset the benefits of the new 8 inch water main extension. The level of Town participation is proposed to be 84 % of the construction cost. The percentage was determined by dividing the number of existing lots (which the existing water system can serve) by the total number of lots after development of the Prospect Highlands Subdivision. Number of existing Lots = 97 Number of Lots in Prospect Highlands = 18 Total Lots = 115 Town participation =97 = 84.3% use 84% 115 For their part the developer will provide for the following: 1. The remaining 16% of construction cost. 2. Obtain an easement across the Watson property. 3. Design and construction related engineering services. CIVIL AND ENVIRONMENTAL ENGINEERING • PLANNING * gmc Please take this item under consideration and if you have any questions, please do not hesitate to contact us. Sincerely, /1/ ROC)KY~*NTAIN CONSULTANTS, INC. / K rk M. Prochaska, P.E. 17 Associate Principal KMP/mas g O 47- ES-r-»4#re : /000 L.TE CE- +65 /f¥ #, 7 S 9 1 OdD 3' ~ 1 1 1'~/6-\ L 44147% i . DI:/4 f I , --613 // LAI F -ttal•. d ..4 77 if-, ' " + . 7 --~ ' 'l i N "11 " A-/4 4446'@Rm-,· r j '0 1 1 1 1 1 -· FL I -4 M FIRST 'I -T·-7- 7977-.1 1 -1-6. ) 3, 611-' ; 1 -I,4,• 4 :~1 ' 125,000 GALLON 8,000 GALLON TANK - HWL 8161 . 1-1 9.r- 1 ..n' Ti~bIK -HWL-8500~64- : a 1 1 .1 . 41 mil 1 1. . 7-ZY:-- A 1 (TO & a ..1/ 4 1 Ix,111 4 , . 4-11 ,*5*ju0·p~ros.?11 1-21 12222 ; k.il:MU~54# ME,RHT€ij -1 1-2.214.R LOT | T 4 . ' 1*n„.-:Zf-J- 3 >111 p•ospccr c 121 " SO 1 *Cl~rE-354;J<2345001 DALLON TANK£ STA-ES, //! ' m '° :_ 't .. I r 1 |AND-Pb.P STATION e,Lo<0 9 an --7-1_fROSPET Mo_UNTAIN _ WATER COMPANY.«-14 3,~~971:~WiI .1110* TRAC-104.05ps= / ¥tf:-1 ' r-171 ' S -1 / Trt 14 -441 6 1.~l-NJO q -- 0.-/SED.- :..... CTO Se A.)900* 1-4 z / 1-_=1-1.-1320=fof ~,cs====R=zan_---·-p-u~ersIATION:.pk:* j f -- 116 --42--- ."77> r 4.9 ... -1 .. - -- -11 4.--957<274-'<.2.2 1... ~. 42«3 1 0. ---- - A I U . I I ' :2 3, 13 · ,./ **ROSPECT 1-MIN; 4ATER ca __.-,-*0 ~ r: CZ_.:'h·~- =' E. " --Truzz>' / 1 30 GPM -FILTEKRLANT -t:20-27,.' 2£6-_. 1' 'F; C. , ·' , , ---*'--*./r~ 1 . 1=, 1-R- 2.• f' . ---'.-.0--f 4 f ... . ~4' ''j ' ,/ ./ AND PUMP-STATION . \ „ ' HWL 80-40 E -2 ---fl - al ./ ?U 90529 - 3, i 1 g 1 1\ 1 8 " 9 0 J·n:,4-2 J-7-YCL 12- 15 r 9---4=4 L_ .:.,1 -722* 4 . -1 11 14 Tenced,Jar- 1 - / -r--N- ,... t 1 4,1 ..., \ ':t ../ b 1-- - LETRUE:LU: 9. I , I I \ i· 1 9 ' w:. 5 ~~(it . UN~.--~/ 1 ... 1/ ./ I ., . 0 i! l 00 1-p / I I 1 9- - (6 li ! 1 -,4 #.* 9 - . 1 / V\ A // RAMS HORN \ 1 1' . 3 Ill ~/ TUNNEL (C-BT) ~ ib ~ 1 1 I. 1 Ct...1?13''I+RS. / V . / ; . 1 ----Al/' 7 1 7 f L ..-1.Ko - -.„ S · ~-/ n 17*:44,0 N'/< t I:= 1 1 --rn t. 1 .. I . ! 94>0:4- ~,»11-21<Wl: 2 - r - , ;t\~ 3.b, 1 2. 1 -1/ 0:·W.Ser/--'~N'Q,¥.500,-666 GALI-01 1 //r-/9,147 9-:I TANK HWL 8050 ·-- -2-k.12? A -22-L--1-==N /,-3-7.--/ ~ 1.6y**Str<A.~,£..~i~~ -2\2&© 1.44,5911 /0 ,~*~ 1:IK HWL 8160* ·--~~zf:24(--3-1·6~1~*90¢47Rl?:WT \~ FILTER PLANT 3-1 \TI' HWL 8120* - - - - J11 150-200 Gp. .5>44.8/ 5, u/,1 225;f »=c~»== NX- ---14~- -p, -# -- /'..\ it//4 5.7: /7 - 1 /1 2-rs 11 0, riva.4~5 STATION AND -,7- p<EL.6.5 . Fl. -R N F-• 2/ ER MgTER 2 w; 7#_]-/ - V •OCIS, d-LLL:LU .0 :, r r |AL 1 |1* 1 0:,4 „VE I .1.17 :...fw, ..... i 1 n€'u „ 41~~9:21 ~ 1 -,3.~:77'~k r IN\il<-t :7f 1 7291 Li I Z*~*~4&1, c---1v-44% .. 4 5,€. : f «fi ~t k-- s J ! ! 1 ,£ i • 1 N AL 'LA# . 1 ' lit-: I j -1% 1// r 14 A ff- - / ' * ~VENNER L ,4. ,/.27 4 -t , 1 6%., ll N . .,-94...,ht- 2/-7 c --- 7-t»!-r,u ..... 1 ,~ /1 1,14 - * 1 I i Xy . 1 v.- 11 t --1 '1 t ' ./. )4:·-lf 1., /4, ' I /1 l i / I - 1 UP' 1 7 : Ill 1 1 1« 3 -6/ 4 1 C f V/1 '' 1 h 1 -'9 .41 ·/· 0.,tip< J 0. ' 9 P .ES ' ~1 1.-- 01-\1~2-0.9 =22« . 1, J<&23/FNA I .1 /-/£ ....AX / r-·:-1 z 1 67.32 1.11,~ ::„ 1 -6-4 ·: />~·.! b: J - - -- - - - - --- - --- -- 2 J~T ~1-w ~< ' ~ iE -25---_L-L-U--0__ I 231 4.1 - 21=:~ €1*<' " 1-- 3 35 36 :'/~ J 1 36 I , : 1 4-" C< I t-/ . 1 .1 SL. i.: A.·[ 4 7 4£'ID·T 2, . 'Ill . .-1. I ../. T..116- -12 III. - . BIG THOMPSON -Ne'l, + 1 : .;..< 3-*4 - 2444- 75 .---40 + TREATMENT PLA U].3.62 a-£ CLEARWELL HWL 1 ./. · Nul 71 -. - _- i.. --- .. , 2-=n.=fi'-® · , 1 C\ -1,7 ' j :, * 1- i... s I , · ' 2 , 125,000 GALLON 1. ' 8,000 GALLON I : ... I- - $ Fl- .- TQVK-HWL.8500*. _- -_ 38'11 -HY6 -FLIE - +-1- -+---.· 31' 7 k.- -7 .11 1 .---- 40 - I Bl -I 1 1 V 4 --ry· z• 1 i ·-- \-~~,;_1_.~,31,500 GALLON TANK-5:-ES . 7-IAND PUMP STATION I T._: LAL-jl: 2 ..31' ; -1.'HW© d!90 E -IAC- 4 43: --I UNTAIN W R COMPANY... , 1 ./ 11_ ---- I=--70 J I i : : 1 1 . ---•@rtc- .K PUMHZ- STA<ION 0.- i \ , // i , 4 &/ z ' 0.-1 441 21 1--37 " /11 tr '/'' 4,/ .f.ROSPECT*-MU'i WATER cO. -Lj.*~e,~,1 ,t.-".:' -1, 0 41 73 1 j\:1; 1 · ~32255' ,/7 // 30' 6041-FILTER i PLANT ,41 9/F' . 2/1-- " 1 1 35:.6 2 ' 4/ ./; AND PUMP-STATION ,' 3 / * ' 1 Z '..' 1.'I;;~~-i~~,~Fli': 1 7- -. 'HWL 80-407-ill 32 St•' f I ' I.· :7 : ./ : * i J : :to•. 0 -7 - 4 0.--- 1 E: i L 1 - 0 } .3 . 1 / 1.1 4 i I i C . /7 1 1 L.. 1 1 1 1 :i 1 . . / S / A D-•' E 0 0 ' 1 L fl _1:/;| 1 N :' ; ?AiUMES . 1 : / 5 -- 7 1// 1 1. € 4 r. 1. - i /1 ' < ,\ I ·t··2 -t<~12...4. ED ~b·.i- ~~·| -- 1 -I i I /=21. . h - I \ 4 ~ - . 1 --25 : A *:E f.£55377-fi t.r. .' - - 4421.-.LA,re~~f.'.Il. -- -h 4 4-7 . 1 /4 - .1 'll . i,; TOWN OF ESTES PARK, COLORADO WATERLINE EXTENSION AGREEMENT THIS AGREEMENT, made and entered into this day of 1997, by and between the TOWN OF ESTES PARK ("Town") operating and existing under and by virtue of the State of Colorado, and GROUP A, a group of property owners associating together for the purpose of extending a Town water main. Individual members of Group A are: William H. Dersham - Portion of Lot 3, Block 3, Ferguson's Subdivision 6751 S. Oakmont Drive Chandler, AZ 85249 Ms. Jeanne Sichler - Portion of Lot 3, Block 3, Ferguson's Subdivision 8443 Chase St. Arvada, CO 80003 Ervain J. Friehe - Lot 1, Block 5, Ferguson's Subdivision #1 Spyglass McCook, NE 69001 Orlin L. Donhowe - Lot 53, Charles Heights Sub. Box 4623 Estes Park, CO 80517 Richard B. Sully - Lot 52, Charles Heights Sub. 1819 Home St. Hastings, NE 68901 WITNESSETH: WHEREAS, Group A's participants own properties previously listed which are or can be served by the extension of the Town's water main into Spring Street and Spur Lane; WHEREAS, Group A has caused to be constructed and has paid for the installation of a water main extension built to Town standards at a cost of $29,905.09, extending into Spring Street and Spur Lane (see Attachment A); WHEREAS, Group A, at the request of the Town oversized a portion of said extension at a cost of 635 L.F. @ $2.46/L.F. = $1,560.10. This amount being included in total cost amount of $29,905.09 (see Attachment A); WHEREAS, the Town is not required to enlarge or extend its facilities beyond those ' currently existing and all such enlargements or extensions are undertaken at the discretion of the Town in the interest of the public health, safety and welfare. 1. Waterline Extension Agreement Group A / Town of Estes Park THEREFORE, it is mutually agreed and understood as follows: 1. Group A has had constructed the project known as the Spring StreeUSpur Lane - Waterline Extension. Said extension was designed by Van Hom Engineering and Surveying, Inc., and has been constructed in accordance with current Town "Design Standards". The project has been inspected and tested by the Town. 2. Group A has delivered to the Town a written warranty in accordance with the requirements of the Design Standards. 3. Group A has deeded the facilities to the Town. 4. The Town has assumed the responsibility for the operation and maintenance of the facility subject to the warranty. 5. Group A hereby agrees to hold harmless the Town, its successors and assigns, against all liability, loss, or damage the Town may suffer as a result of claims or judgments against it under the mechanics' lien laws of the State of Colorado, or on account of defective materials or workmanship used to install the facilities. Said indemnification shall include, but not be limited to court costs, damages, repair costs, and reasonable attorney's fees. 6. Group A and the Town acknowledge and agree that this Agreement may be enforced in law or in equity by a decree of specific performance, damages, or such other legal and equitable relief as may be available to either party. 7. The provisions of the Agreement shall be deemed to survive the transfer of the waterline extension facilities and shall be binding on the heirs, successors, transferees and assigns of the parties. 8. Group A members shall not assign their rights or duties without written consent by the Town. 9. The Town will act as accountant and banker for the duration of this Agreement. The Town will reimburse the members of Group A individually the monies due them under this Agreement. This Agreement is between the Town and the individuals of Group A and does not run with the land. Benefits to Group A members resulting from this Agreement will however pass to the heirs of said members until the termination of this Agreement. This Agreement will terminate twenty (20) years from the date of its execution or at such time as ten (10) users are connected to the line including the five members of Group A. After termination by either expired time or number of users connected, no monies will be distributed to Group A members and all obligations and benefits derived by all parties to this Agreement will cease. The members of Group A agree to notify the Town in writing of any change of beneficiaries and their addresses. Failure to do so relieves the Town of any responsibility to make payments to that individual interest of Group A. The Town is not responsible for reimbursement if it inadvertently neglects to adjust the connection fee to include the reimbursement fee of this Agreement. 2. Waterline Extension Agreement Group A / Town of Estes Park The Town will reimburse each member of Group A one fifth of the oversizing amount of $1,560.10 upon the execution of this Agreement and all other documents and actions required by the Design Standards. The Town will reimburse each member of Group A one fifth of $2,834.50 (one tenth of construction costs less oversizing) for each user connected to the line including members of Group A, up to a total of 10 users. The Town will be responsible for adjusting its connection fees to compensate for the Group A reimbursements. Any future main extension as defined by "Design Standards" that would attach to the Spring Street/Spur Lane Waterline Extension and any connections made to such future main extension will not be subject to any reimbursement to Group A members. Group A members will receive reimbursements for services connected directly to the main extension they paid for only. IN WITNESS WHEREOF, the parties hereby have caused their names and seals to be affixed the day and year first above written. @*1144 William H. Dersham State of OBLOBADD } } SS. County of Z *2/ Mt'€- 3 The foregoing instrument was acknowledged before n»tlf@ 91/'0'>day of , 1997, by William H. Dershattl~/ Witness my hand and official seal. /Alubl>45*- r// 6) Notary My commission expires: //~*M 3. . ROCKY MOUNTAIN CONSULTANTS, INC. gmc Premiere Building 825 Delaware Ave., Suite 500 Longmont, CO 80501 (303) 772-5282 Metro (303) 665-6283 FAX (303) 665-6959 E-mail rmclong@rmii.com June 26,1997 Mr. Bill Linnane Public Works Director Town of Estes Park P.O. Box 1200 Estes Park, Colorado 80517 Re: Estimated Budget for Augmentation Plan Negotiations and Settlement, Case No. 97CW126 Dear Bill: This letter is to present our estimate of the cost of engineering support which we think necessary to support of the Town's plan for augmentation and resulting in a court decree. As we have discussed, the scope of services for this type of work is quite uncertain, dependent almost entirely on the objectors demands from the applicant, and the applicant's position in response to those demands, which cannot generally be ascertained prior to beginning the work. Therefore, in our experience, this type of work is performed on an hourly basis plus expensef. The budget presented in this letter is an estimate ofthe amount which we think will be required to do the work based on our current understanding of the project and the objector's positions. If hired to perform this work RMC will bill the Town for the actual hours spent on the work, at our standard hourly rates. Expenses will be billed at the amount plus ten percent. Our estimate of the total cost of the work for this project is $23,600. This is comprised of approximately $18,300 for the engineering work to satisfy all the objectors and to obtain stipulations from them, plus an additional $5,300 for a prima facie trial in the Water Court should that be recommended by the attorney or required by the water judge. The judge may be willing to rule on a motion for summary judgement and enter our proposed decree without a trial. lf so this is the cheapest and easiest way to go. The following describes the five major tasks and expenses which I~ foresee will be required for this project: 1) Meetings with the Client. These meetings will be needed to prepare for negotiations with the objectors, to decide on the courses we will take in response to their objections, and to assess the results of any analysis prepared in response to the objections. For budgeting purposes I anticipate three half day meetings (including travel) with Dan Ault and myself attending. Estimated budget $2,160. CIVIL AND ENVIRONMENTAL ENGINEERING • PLANNING 5-1 gmc Mr. Bill Linnane June 26,1997 Page 2 2) Meetings with Objectors. These meetings will be needed to receive the objectors comments and to understand their concerns, and to present responses intended to address their comments and to satisfy their concerns. For budgeting purposes I anticipate two hal f day meetings (including travel) with each ofthe State of Colorado, the Northern Colorado Water Conservancy District, and the Thompson Water Users Association with Dan Ault and myself attending. Based on their starement of opposition and yout cornments regarding the Fail River point of diversion I do not anticipate that we will have to meet with the United States. Estimated budget $4,320. 3) Preparing Documents. RMC will assist the Town's attorney with the preparation of an initial draft decree for circulation to the objectors, with the redrafting of the decree to incorporate any changes which arise during negotiations, and with preparation of stipulations or agreements with objectors. Estimated budget Sl,350. 4) Additional Engineering. RMC will provide additional engineering as necessary to satisfy objectors concerns and to satisfy the Town that the terms and conditions being developed in response to the objectors are satisfactory. This estimate does not include the additional engineering which would be required to expand the study period used in the original engineering for this case. If that work were to be requested by the Town we would provide a separate scope of services and cost estimate. Estimated budget $10,480. 5) Expenses Copies, postage, supplies, mileage, etc. Estimated budget $500. 6) Prima Facie Trial Preparation of exhibits and testimony, and giving testimony at a one-half day trial in Greeley. Estimated budget $5,300. The following table shows the personnel, estimated hours, and hourly rates used to obtain the estimated costs. % 0 0 (.1 0 00 A i1 1. U 9 0 0 0 0 1 00 t. A H H 0 0 0 11 & W 1. CO g M 0 I 0 0 1 + 0 6 0 00 e 01 0 E E E €09 -; 4,5 - €6 W : 4 · U U= N 0 01 6. I .4- M - f V. . . 1 4 1 '2 /. .r CO E*2 - 2 la U) c M go .5 M .8 2 2 3= C -- 5 9 - O 5-yo Q rs . = f O -O - IC IC 0 0- 0 CO .0 C. 6- I .1 /- e A-g /- I rl =r AQU I Task Principal Engineer rafting Clerical Task Total 1) Meetings with 12 $1,320 $0 $0 $0 $2,160 2 Meetings with 24 $2,640 $0 $0 $0 $4,320 *9£61$ fLS 0$ 0$ 0 0**$ 08*'01$ 0$ 0$ 00¢9$ OZI 088$ 009$ 00£'SIS 961'5$ 96Z$ 081$ OZLS 91 Ott'2$ 09L' 1 $ 91 0!0141 Cul 1-Irs Amount 1-Irs Amount Amount Hrs Amount Amount 0096£2$ ~ olutu!}sa 11:101 100[0.Id $110 per hour $45 per hour $37 per hour Town of Estes Park Plan f Augmentation and Exchange - Case No. 97CW126 ngineering Cost Estimate 11 Linnane ,1997 siojoofqO Su!.loou!8uEI , ROCKYMOUNTAINCONSULTANTS, INC. gmc 437 South St. Vrain Estes Park, CO 80517 (970) 586-2458 Metro (303) 825-8233 Fax (970) 586-2459 July 15,1997 1-00 4 C eD 0-r 02 -1,332·9+ 11141-1.3 8 113 211€D.5-0 3 (03 4 9. So Mike Frederick R.,€ O CDOT Engineering P.O. Box 850 WAfee 'i)97. 0 1 0 14 · 0 + Greeley, CO 80632 ~ 11,433.4+ r.,5,995.92- RE: State Highway 7 Water Utility Upgrade Change Order #2, #3 and Water Main Lowering. Dear Mike: Rocky Mountain Consultants, Inc. (RMC) has finalized Change Order #2 and Change Order #3 for the aforementioned project. Change Order #2 was the final quantity measurement for the entire project. The final quantity overruns and under runs are shown on tile AIA documents. Overruns occurred in the flow fill, asplialt hot patch and asphalt cold patch items due to increased requirements set forth by the Colorado Department of Transportation. Under runs occurred in the 12", 8" and 6" pipe quantities. The total amount for Change Order #2 is $18,754.32. Change Order #3 added a fire hydrant at the south corner of the Second Street intersection. The total amount of Change Order #3 is $5,500. The total amount of Change Order #2 and #3 is 24,254.32. The CDOT portion of the cost at 60.9% is $14,770.88. Additionally at approximately station 7+50 Mark Gosslin the CDOT project manager for the Highway 7 construction requested the Town of Estes Park lower the new 12" water line to facilitate construction of the storm drainage system. This construction was performed by Weinland Construction, Inc., outside of the Town contract. Tlie Weinland invoice is attached and is the amount of $8,500. Additional charges for the lowering are $ 1,615.04 from the Town of Estes Park Water Department and $1,110 from Rocky Mountain Consultants, Inc. (See attached invoices). The total cost for the water line loweI ing is $11,225.04. Per our discussion, the Town of Estes Park will act as the disbursing agent for this portion of the project. Therefore the Town agreement will need to be raised $25,995.92 which is 60.9 % of $24,254.32 and 100% of $11,225.04. If you have any questions, please do not hesitate to contact us. CIVIL AND ENVIRONMENTAL ENGINEERING - PLANNING 6-1 N (4-, 9 1 4.4 ?"u·a.:x- i CO«r St..h,64 .1,1 F*'LA./\ -- - / E/JAL-----42~14+29--_el,cai--_1- _ 800,5 41. 74.4 065 _ <331 efr- _ pa.4L1-,-od_-______ -- -3 4©16+0'- _....:_ PAD·20655-5 _ _Cl?dr _ Pot'nod__ /d (208-Se _ jf qqir - _ ~ t' I P(LOPOSES CDCS-r-_ -1--c>T,hi--/ .-_ _ - - 3 94,7 5 1 - pe-=01 005 - eroa J PO */OJ - . . _ 400, 150 92.40 > do ·luu J po#TU.3 :C;N)60·a,4 e lit 41-3 4 Pduo f 01 66 9'bud Ty,b- 417 2,3 1-o(dds I 9 4 1 601)625-20 Aer cs,r -700,000 i i - .4 1 t..; 1 '71-. - /0. 10, W' 1 4 1 1_/7 - 1 · 1¢53;Ir-- JA-/=2-LLY12n~_ --~ =71 1 "* ---1--ls;.il»©L--» 1 1 4, 3•~ f h /0,~.t»~ '£-7*4'~'~,Ili '* i " 4 '-FbJ«La~_13:44 t *s ..00 :=,26 2. 2. 1 ,O , i, % Dee - if 2-6 4-· 2 . li '. 11 .. B i I EL'.00't-L--la/< 'lle. . \715, A Ell L2/---7•h.<Warll_rl ~ EI T.IES .4 ELRMORN \A«6264 i ADDIT#ON j -.-/ ·.77"*7., -/ 1 1 1 1 , ----- 1~,3 ~ <SALLIE RE.U.. ~ 1.,r.•/ . 1,009,4 1 1 1 - 1 1 i 1 1, 1 · rT 1 1 : f~ ' ' I 1./ PUMP STATION AND MASTER METER 3 ..9 VE. i e>Lu 66 a.6- - W . M . «c-.- u- .......0,Le,941 1 -03~?bi?-4 '' ' i'. 2 fi//66 i / ' '-*: // 41 (·I. ' . ~,3 ... I 1 -29 8 4/.S. . 5 • . 1 .. - 4 /--. . , /4, 142--3- I ·. 54 i >44>/ I '9 -,-74 -4 . - ..S- i 1 IUS WATE -- , # COMP<NY ---1-/1-~ - 5412~.fi-- :fic~~~~~--~-~~ .f>--pi &/ // - 1 _.7 ... ¥ ..% r--... ~ -.=--rl=.0 -- - 82*4 - & W- I.* . I ¢ ;0 .. .1 / - t • 'i L -7 , I. ' 1+-/ - h -1 - 0 r -A I 1. 4./ I I:'C , 1 I , - C ==2- I 51 HOON·C 8 . -~ ' - 1./T.'..+I.-~C 9%23\ 4 . .EL.[- ~~ ~ ™ 3 -1 i -J--5/% .- :a It \ Pc NT ·-- 40- 5--1 ' -C--3 1 € .... . 4 /04(~~~~4 A : ~'u-4 't-.- - 1:.4.2 -. i .. d i 1 ' . 1 . ..'mr i ,· 0 1/ . 43< 1 .. . i 1---7 7-...·:.»i. 0..1, b >4444,1~2131'4 0 , I: 1 I. I , 1 ' ; ' 1 9 -01-1 rT-r-r- _ 1 . \ Lt, ~/*#1- "-117-"7 7-VU Ill &' t ' .i 2 / \ 2 1 5 3, EPOADV.A . . I ' ,OfFN S •M'/2 f I ~ h -- 1 I t"/-7 1 4 1 ''. A 1.7 , .d-, I · I I ' ill ill I i " ; ;>N:Nfl-7/7/1/1-11 .!,8 11 1 . I. 1 1 1. · i ,£·- sus.·,15 1 5 .:--2-~ 1-1 5 13**uzin,• 1 - AN--" 1 , i r--m ' ,r+-ri;.3..1 • w· . ''A·~:1-:·CH•FLEPANEUMA X .. | --/ - ' 1 4,¥,E. it , .1--Z iN ~ 7---E6 ; 3-v *· L=-JA:,1'Wr~-7 1 · \\___-1 ... 1 32\ 1 -:it.3 42.-.·'t:. , LL; 1-LC.4 L.= ]F-3 Af :-r,:'-r:-,5.tfillf~'14 "«] 5 4 ---, L --1 ... i.. i .., j ·, »1-il] 1[17-1 E-: 4 0, 11 '·'1.- 'Fi£*40-=8-= ·+ - 5,1 L --- d - WID-1 -. - L--1,41 sol- 1 ./ ...0 - . - se-- ' :t•1, It \;-1 •isl,I, 1 2 .1 ';11 #I jll-:-r I ' ,; ·rn 1 1.1 - :c 3 +-7/ . 4--p 1 1~2 ---1 1. 0 1 / 1 - I. b* r ~ .---1 r# ir 1-1,1 If 14 ' .2 '1. 'HE l.,G~f~ , -T-Ir-»4 V- ~" i "|"' i.11 j. 1 „1 *k tr--771-7'--7 1/ 1,1 ·• CL".1 '• 4 ,•4 ; 2, B '• 1 2.11 1( '0 . I - 1 ~ , ~GLACHEM! ' 1 4 i a i.·.4 .::10-•. 1--11 ..bfal- ·V. . 1 IL.1-+ LE _Ll--1-1-3£.Fil,=£· i: ·¥, .... .. 1 · ~~0~.t - A /:, . ·'d' ./.> It '/ .4.... ...= I-- -- --Ii..00 -... :1 . 1 1 1 -SI.+Fel-rVEEROSPECT MOUNTAIN WATER COMPANY-6, 444 rw-T--' 1 %. 4'S..44 \\47< + -1 . I 642 ./ I SECTION 00950 CHANGE ORDER TO THE AGREEMENT Colorado 001 State Order Number Larimer 6/17/97 County Date Owner: Town of Estes Park Description of Work: Bluebell 8" Watermain Extension Contractor: Kearnev & Sons Excavatina You are hereby requested to comply with the following changes to the Contract Documents Description of Changes DECREASE TO INCREASE TO Supplemental Plans & Specs Attached Contract Amount Contract Amount 7 Extra Fittings used on Bluebell $ $ 1,729.00 $ TOTALS $ $ NET CHANGE IN CONTRACT AMOUNT $ $ JUSTIFICATION: Alignment changes on Bluebell due to utility conflicts and R.O.W. width constraints. The amount of the Agreement will be Oncreased) by the sum of ($ 1.729.00 ) $ One Thousand Seven Hundred Twentv Nine and 00/100 Dollars. The Contract Amount including this and previous change orders will be: ($ 81,166.00 .) $ Eiaht One Thousand One Hundred Sixty Six and 00/100 Dollars. The Contract Time provided for completion will be (unchanged) -0- days. 11/93 Section 00950 - Page 1 of 2 . ROCKYMOUNTAINCONSULTANTS, INC. 9mc 437 South St. Vrain ~ October 10,1996 Estes Park, CO 80517 f (970) 586-2458 Metro (303) 825-8233 Fax (970) 586-2459 Bill Linnane Town of Estes Park Public Works Director P.O. Box 1200 Estes Park, CO 80517 T20 £ R-ay-ae_ EM ce 0 74 L 1, RE: Bluebell 8" Water Main Extension Dear Bill: Please find enclosed the bid tabulation from Kearney and Sons Excavating for the Bluebell 8" Water Main Extension. Kearney and Sons bid has been compared to the lowest item bid prices form all the bidding contractor for the 1995 and 1996 Water Looping Projects. The results are as follows: Company Bid 1) Kearney & Sons Excavating $79,437 *Lowest Bid prices from the $84,519 1995 & 1996 Water Looping Projects Unit price extension for the bidder has been verified. Kearney and Sons Excavating has completed previous Town water lines for private clients with all work being to Town standards. Kearney's bid total is 6 % below the lowest unit prices from the two previous years. Kearney & Sons can have the project completed by June 1, 1997. Should the Town wish to have the project completed sooner, the water lines can be rebid. It is estimated that if rebid the cost would be between 10 % and 20 % greater. If you have any questions, please do not hesitate to contact us. Sincerely, ROCKY MOUNTAIN CONSULTANTS, INC. 1.6-ef .442 Michael S. Todd Project Manager MST/mas *Unit prices taken from BT Construction, Kitchen & Company and Ricor, Inc. CIVIL AND ENVIRONMENTAL ENGINEERING • PLANNING k1 .. 1 TOWN OF ESTES PARK BLUEBELL 8" WATER MAIN EXTENSION RMC PROJECT NO. 9-0223.070.00 LOWEST ITEM BID PRICES KEARNEY & SONS FROM 1995 & 1996 WATER BlQSQ]iEQU.LE EXCAVATING LOOPING PROJECTS 1]IM DESCRIEI[QN UND: QUAbC[UX ERICE EX[ENSIQN BRICE EXCENZIQU 1 MOBILIZATION L.S. 1 $650.00 $650.00 $1,900.00 $1,900.00 2 8" CLASS 52 DIP L.F. 1265 $39.00 $49,335.00 $41.00 $51,865.00 3 8" GATE VALVE E.A. · 3 $690.00 $2,070.00 $750.00 $2,250.00 4 FIRE HYDRANT ASSEMBLY E.A. 3 $2,885.00 $8,655.00 $1,746.00 $5,238.00 5 WATER MAIN RECONNECTION a. STA 0+00 L.S. 1 $1,390.00 $1,390.00 $500.00 $500.00 b. STA 12+65 L.S. 1 $1,390.00 $1,390.00 $800.00 $800.00 6 REVEGITATION L.S. 1 $500.00 $500.00 $800.00 $800.00 7 3/4" SERVICE TAP E.A. 19 $69.50 $1,320.50 $164.00 $3,116.00 8 1" SERVICE TAP E.A. 1 $99.50 $99.50 $210.00 $210.00 9 3/4""10 COPPER PIPE L.F. 680 $12.90 $8,772.00 $21.00 $14,280.00 10 1" "IC' COPPER PIPE L.F. 20 $13.50 $270.00 $23.00 $460.00 11 WATER MAIN ABANDONMENT L.S 1 $1,490.00 $1,490.00 $200.00 $200.00 4" AT FIRE HYDRANT 12 WATER SERVICE RECONNECTION E.A. 20 $150.00 $3,000.00 ' $120.00 $2,400.00 VALVE AND STOP BOX 13 INTERIOR PLUMBING HOOKUP L.S. 1 $495.00 Mas.QQ $500.00 1=.QQ @1481 BLUEBELL TOTAL BLUEBELL 8" WATER MAIN EXTENSION $79,437.00 $84,519.00 ¥2 * Public Works Engineering Memo To: Public Works Committee From: Greg Sievers Date: July 17, 1997 Re: Street Improvement Project (STIP) The 1997 Budget contains $200,000 for the rehabilitation of streets throughout Town. Expenditures to date are: Slurry Seal - $40,604, Chip Seal - $21,549, Misc. Projects - $11,196, Castle Mountain Rd./ Hwy.34 rock - $42,400. Staff is requesting to go out to bid, award the contract and construct the asphalt overlay portion of the STIR Providing the improvements do not exceed the remaining balance of $84,251, work will begin after September 2nd. 9-1 0 PARA 1 Public Works Engineering Memo TO: Public Works Committee From: Greg Sievers CC: Bill Linnane Date: July 17, 1997 Re: Bridge Rehabilitation The 1997 Budget contains $200,000 for the rehabilitation of Rockwell and Ivy Street bridges. This is a federal backed grant project which is administered by the Colorado Department of Transportation (CDOT) and reimbursed at 80% to the Town. Rocky Mountain Consultants were retained for design and construction engineering earlier in the year, at a value of $28,500. Additionally, our cost for CDOT's management is $5,000. 51,9* Following the completion of the detailed planning and design stages set forth by CDOT, staff is requesting to proceed with the bidding and construction phase of this project. We are requesting to go out to bid, award the contract and construct the improvements if the work does not exceed the remaining $166,500. • Page 1 8-1 6 ..... I i ..v ·. 1 2121 ' ' 4 -' 'r :\- | ISTAT~S 1.. 1 0.1 It . 1 -- I ' 1 I . 1 -l«--- 1 ' 2 - J - 1 '!1 7- 1 »3-71€~_i f . 11 i ! 4 1 , , 1 S. r • 4,4'f ' I.: 1 -1 ..b-| C--49«WIL-___·-JE \ „ , ' 1---2,4-23- ... 1 1 1:'. 1 1 tin -7.·A-- -- --1.,;~u..,6 kil- ·· r·< 74 -1 U - .18. 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'..4 A , .3/ „ iIifiT~Ii- // . ~\r,<~'~f'il:g..1 ./ic.,;1 .. 7 . - -- 1 /4 1 -1 ~ , , -v~tr- ·,0 - :v- r--El~:7-<ANA,Y SUB. rk 3 1 .-6.-C¥ , ,.·1 - 0 Eft·C-A:p' 1 r=- 10 \ " 2*65.n ' 1 , 1.,1 Z.- 1 IU r r-17\\-1,~ J -40 ~ 51"ANLE. 2, /9/\ //.MO &01\;\\ims" * ':l.:t . P ' 9 LK -- -=r--t:· 30 in---3 J SU.... T. '..1 ... 1 '..:1 '. 1 i # •c- 1 1,1 -i ' -A- .i ~U-- .LKA i.=- . \ 1 - ADD N ' .* DO". 3 -1 ESTES' ,5**Fl-~11('~~3~-~1~ :C..SE -7 4 / 0 T.NLEI /£ :.5 * n 2.1,+,=Al,24j S ; 1. k;»1:rE . · t-4 ..... \ .r 4 , ... ..S 1% I.l 49 . • 6-4-1. L. •r r E S Y E S 7/72 , \?.r ... .4.t al.1 •6-jf . J .,•I \ ..... L 1 I 33%2~:# :,/. i \ I,II$/ u. 5 N•. 56 --*. " 1 .... -=tdhWH , ''e' 4 El, proSI[17 L . 2 slgall \ a ----.6.4.~=33 90»1 "-1-3 E~ ' 0 1 .1 - 724*-ju- 0 1 ' -- 1 x/3 6 ...\43=-=='-- 00 *%-$0.4 -6 Ue .-, i P... . E. Jitisr;-- 9-7 C... . 44-1 \ . -'Ad ' 0 .' N ... , La i'#94:A-; '3. i .. .... 1 ........ 71 0 (4:~ " - t, '•.I .:' . . I . 1% 6.d-A gg S:i i ,•! . 1 ! . 1 .es•,•.0,#F ki 51,EN,Ey 1 1 ..fil I -0::.5 I . ..1$ $• rn E t.. ..13 . .c/ CI. ADD. .. I . .,C .,1 t.uu. , h i & 2 I . ..4. + > . , ,... . .710%. Lu -- --: C •. G .. ••LLE *IZE:f·1' t. . GS M Wor' "A " 1 .... 1 ADD. .i:•O, -:.- ... .- , - ··,3,1, i '-,~ ;, t-199*, . , ' 1, 42 J 2- , vE INNER . IM@ 1 9 -1„ H. 1 v,r• L.1" ~ ,~6k~::&"1,'~ ,'~Ll&,11!lf'. . -Il. 4 . S...11. 1 '1, .Al=.Z-NI, 1,5,1.1,11.j, , "ll--4 3:Tl:ov:;rt@%- - 0.0 , .. -MADNrf-8 --1 CC-•V•,9¥ 1 14„1 60.\~ GOLF $.C \ '. 1'.1 . 1. MOUNTAIN * .CD,7,0. .L. S --7 ...1.1 1. . ' · Ls' " 11_:.2 1.1 UND ' -7-H ~" 1 1719121( ~ ~ -r--«1 1 l-t.2%.MA..' . 3 1 =-al f :1*1: ... I i lili'..7, , 20254Vj 11.1 , 1 - 30 29 il ,' bvwh ~-J.W•4 -- GOLF COURSE . --------1 il - 3,1,2 1 1 1. •CLE ' ' 4 -234,rh„le-1.L.2373rc:d-- .c.r. - <\ 2 i----4-3!lit~*j :' 1::-fil 0 CU"/ 1 1 .@ 7 U:= i ?PAG r-uj *5f~zirfT 7 "11. 31-- e J ~---7---- -~4/ B -'F-Il-, i· _ j m,-mU·1%:=:~~~:0- 1 , , ..:21. . 11 3 13 5 1- 1.1 1. U-dil•I,I,/1, - 12•-n- . 1 -,1; 1 1. . . 0 - - 2 4 I. I .-. .....6 ... .1 [7" Ht.*-:f...".....A•'t,Z: ' - :' ' ~--- ' ..00' 10-1 -I KNG--3 ·-kl.G'.4-1-1 ·,·k ··•u .6 I . · ' • - * ' ' i M n 1 j " 4.-4 4--| 0 j E--1 " " " .„. ... .....tf $4 , ------- 11 ' L= 1-9,-Vlt..T--9 " '0 1. 0 1 1 1 11 *Sel. ! U 1 1 11 r •003 9 J105 PAGE: i F©ENI ©F ESFIES PA[R M P. 0. NO.: f pge®©DioASIE 00803i k ©IRDIEIR PO©0 ®©X. 1120© DATE: 06/26/97 ESFES· [PAIR-pt ©©01©[RAD© 805117 Phone (970) 586-5331 Fax (970) 586-6909 TO: CORNERSTONE CONCRETE. INC. SHIP TO: Town of Estes Parl< P.O. BOX 5104 61.0 BIG THOMPSON AVE. ESTES PARK. CO 80517 ESTES PARK. CO 805i7 '01(vENDOR' 140..* 214 1 r *49145,".*i: -*-@¢19%*4.* **42448'Fi«o..1*41* 39;33?44?tft#~Rf»*€ 370. ·.003#i»ru- 2****41~,E 06/26/97 NET/30 ' %97·.r ,~ ; ~~~~~~~*~ 0 - ~ elws¢21*20%{i¢i€*F.823%;3*21{ft? ·7352 91:*4 u ·~-CONF!RM.m*.6,%325?3t tetti-r..it€rit**i"sllict€Eii.~8%41%?.i@t*.3 BOB PARKS DEPARTMENT rIM RISCHE ~**EDEFGHIRE-23 E¢b€BEE)%*, €9,**.AccoUNT.NON}¥VM? €494 PROJECf.:49 VT-#:;**REC£ NO.N.'.4& 28@940-414 1 . 4.- ' -N .11 4 4.- *- i ~p, :A' " . i.,rew... . . '3,~ 4: 2 ,..49. 101.-5200-452.25-Oi WALKWY NA 05/24/97 LINE ' 6 EXTENDED NO. QUANTITY ~ ...r' - ·ITEM NOCAND DESCRIP+ION.1-:%42. ~ - E 'UNIT COST ; ...cost· ,- i i.00 -9 i 210 1.20 36 SIDEWALK 15000.0000 35000.00 TOTAL 15,000.00 ....r . I e . 9. ,:id ,?. f... 1 LAL ;,:,i' ~CAUTHORIZED BY ~j PerACH*SING-*GENT Memorandum DATE: July 15,1997 TO: Bill Linnane FROM: Parks Department RE: 36 Sidewalk CC: Dan Speedlin The square foot measurements to complete the Highway 36 sidewalk cobble replacement are roughly 1000 sq. ft. The cost of paving per square foot is $7. We recomend a budget of $7500 dollars to have this project completed( the extra $500 is to cover any unforseen costs and keep the project under budget). Bob Pavlish said he will be able to start the project in about 2 weeks. It will take 1 to 2 days to complete the paving. Pavlish will provide trafic control as he did with the previous section. he just needs to borrow cones and proper signage from us. 1 214 1 4 r.-4 1, .1...1 " . 1 1 tie 1 i *,J- _Lw.l -r- -- T-L/---- , 1 1 -- -.---- 10 17 1 . , ~ ,;122 ;; ' ' ' . 1 . J< , 0 1 , E STATES 1 0 4>11 ' i ' 1--- U-7 - : 1 1 -- 1 -. 1. 0. . 1 1 1 1 1 1 1 1 \ | -.. 0--. -0-0- l 1 ,- , 1 1 .': I. . .. .. 1 . 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Telephone 970-586-5175 Rece# FAX at @70·586·6331 Post OIRce Box 3047 Este, Park, CO 80517 July 7,1997 W.O. 2911 29111/ OR©Olf Mr. Bill Linnane, Public Works Diredor Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 Re: Brodie Avenue Drainage - Elk Ridge Project Dear Mr. Unnane: We are ready to proceed with the drainage improvements along Brodie Avenue as previously discussed. You had indicated that the Town would consider upgrading the curb frorn asphalt to concrete. The costs for both options are as follows: WITH CONCRETE CURB WITH ASPHALT CURB excavation & backfill $ 6,800 $ 5,800 4- gravel base 2,170 2,590 asphalt 2,975 3,500 rock riprap at end 1,650 1,650 curb 13,125 5,000 drive pans 4 TOTAL p#980' 2-4,71 0 $ 18,540 4 4 e leo The additional cost for adding concrete curb is $-18,440, Would you like to proceed based upon the Town funding this additional cost? We would prefer to see the concrete curb but will understand if you think it is too much at this point. If you have any questions or require additional information, please contact us. Respectfully yours, ore & Engineers, Inc. '£,u·©ceeT ~Soutte # EHA · 7"F. 9 =9-4/ c.5 5 8/ 90 Paul M. Kochevar,P.E. & P.L.S. 101-2.900- 1419 -11.- aL President cc: Leonard Arnold