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Home My WebLink AboutPACKET Public Works 1999-04-15I r ' 4 AGENDA TOWN OF ESTES PARK PUBLIC WORKS COMMITTEE APRIL 15, 1999 3:30 P.M. Preparation date: 4/9/99 *Revision date: 1. Hwy 7/Avalon Dr. School Bus Stop signs Citizen request for additional signs 2. Booth Resubd. Utility Easements Vacation Request Request from Lot 2 Booth Resubd. 3.East Riverside Drive Easement Request Request from owner at 264 E. Riverside 4. Fish Hatchery House Roof Replacement Request to proceed 5. Aerial Mapping project Scope of Services Request to award bid 6. P. W. Dept. Budgeted Equipment Purchases Request to purchase 1) Parks Dept. mower 2) Parks Dept. Bobcat tractor 3) Streets Dept. concrete grinder 7. 1999 Water Line Replacement Project Request to bid Reports: 1. Customer Service Response 2. UFRT Region Open House prior to April 27'h Tn Bd. Mtg. TOWN of ESTES PARK Inter-Office Memorandum April 9, 1999 TO: Public Works Committee FROM: Bill Linnane (,Â£49 SUBJECT: School Bus Stop at Avalon/Country Club Drive/Hwy. 7 Intersection Background: A request for additional signage on Hwy. 7 near the Avalon/Country Club Drive/Hwy. 7 intersection was discussed at the March Public Works Committee meeting. Staff was directed to visit the site on school days during the school bus stop times. Staff visited the site twice and the Estes Park Police Department performed a vehicle speed check and traffic count at the location for over a one-week period. The police report is attached and is self-explanatory. The Public Works Department staff witnessed that there are a high number of vehicles traveling along Hwy. 7 during the school bus pick-up and drop-off periods. All of the traffic abided by the traffic laws on those occasions, as verified by the Police Department The sight visibility along Hwy. 7 is adequate, as it is greater than 500 feet in both the north and south directions. In accordance with the Manual on Uniform Traffic Control Devices (MUTCD), a "School Bus Stop Ahead" sign is not warranted (see attached), since the site visibility distance is greater than 500'. (Continued on page 2.) Budget/Cost Approximately $500. Recommendation: The following recommendations will enhance the safety of the school children: 1. Add a "School Bus Stop Ahead" sign on Avalon. 2. Add a stripe delineation along the east edge of Avalon. 3. Widen the east shoulder of Avalon as much as possible. 4. Place a rock perimeter along the school bus stop area. 5. Relocate a "No Motorized Traffic" sign to the point of the school bus stop area. 6. Additional school bus stop warning signs are not warranted on Hwy. 7. 1-1 Background: (Continuedji'om page 1) Staff did witness that most of the school children (8-12) walked northbound on the east side of Avalon to reach the bus stop area. No school children or other pedestrians were observed walking along Country Club Drive. Staff also noticed that there was a relatively high amount of construction traffic traveling north and south along Avalon. The conflicting situation between school children and traffic along Avalon was, and is, a concern. Please refer to the attached sketch for the following discussion. Along Avalon, there is a crest of a hill followed by a substantial dip or valley prior to the Hwy. 7/Avalon bus stop area. The sight distance for vehicles/pedestrians is less than 500 feet and a "School Bus Stop Ahead" sign is warranted. Also, a wider dirt shoulder and travel lane stripe delineation would aid in the safety of the school children on their way to and from the bus stop. The addition of large rocks along the perimeter of the bus stop area would eliminate any vehicular traffic crossing the bus stop "island." To further enhance the safety of school children at the bus stop, a "No Motorized Traffic" sign could be relocated to the area adjacent to the point of the island and the bike path. BL/lb Attachment 1-2 TOWN OF ESTES PARK Police Department 4442.4 2,2 3 *--4/1, 4 W -iÂ· ' Â· p. :ESSÂ·4 lr-â‚¬3.03&Â£y 1 27*%.a;-Â« 43--\Â»4 1Â· 34~~34~lyÂ»24.2.-1 49= =d--Â· -1.'3%292*24 41*12,; t *5~33784*44*34t~ / : I - I- ..p--* 7 'g~40&~~,:-Â»tgtto~~,~~~ /4 / r -1 /30 , Â£,-435**fft- ( l /2754~/A:*/9 RG+ Â·8 - Â·44.- 7 ..'.4 MEMORANDUM April 12, 1999 TO: ASSISTANT TOWN ADMINISTRATOR REPOLA PUBLIC WORKS DIRECTOR LINNANE FROM: DC FILSINGER ' UU ' REF: HIGHWAY 7 TRAFFIC INVENTORY Patrol Officers monitored and performed traffic counts on Colorado Highway 7 at Country Club Drive during the time periods that students were picked up and then dropped off at the school bus stop. The counts include in the data: the number of vehicles, speeds of vehicles, direction of travel and the number of students picked up/dropped off at the school bus stop. In an effort to maintain integrity of the data, vehicles driving under a speed of 35 mph were not included in the counts (vehicles turning onto the highway in the area would skew the results). Based up the data that I have reviewed, I do not believe that an identifiable problem exists with relationship to the traffic on lhe highway versus the safe loading and unloading of children at this bus stop location. The data indicates that of the 926 vehicles radar checked in the area, all but 2 (.2%) were well within the posted speed limit (see attachments). Patrol officers will utilize visible patrols, the speed trailer as well as placement of lhe "dummy car" in the area periodically to encourage ongoing compliance by motorists. Cc Lt vanDeutekom 1-3 (970) 586-4465 â€¢ RO. BOX 1287 â€¢ ESTES PARK, CO 80517 â€¢ FAX (970) 586-4496 1999 tramc survey of Itighwayseven and country clull arive Dates of survey March 23&24,1999 and April 5-9,1999 Times from 0730 till school bus pickup and 1535 till school bus drop off NUMBER OF NUMBER OF AVERAGE SPEED OF DATE VEHICLES CHILDREN VEHICLES WITH NUMBER OF VEHICLES OVER Flm MARCH 23, 1999 0730-0737 AM. 48 north 37 south 12 ON 1522-1540 PM. 80 north 45 south 8 0FF 35-45 MPH (0) OVER FIFTY MARCH 24, 1999 0730-0738 AM. 26 north ? south 12 ON 1535-1539 PM. 13 north ? south 4 OFF 35-45 MPH (0) OVER FIFTY APRIL 5,1999 0730- 0740 AM. 52 north 23 south 9 ON 1520-1540 PM. 77 north 45 south 7 OFF 35-45 MPH (0) OVER FIFTY APRIL 6, 1999 0729- 0739 AM. 35 north 31 south 8 ON 1525- 1540 PM. 52 north 10 south 6 OFF 35-45 MPH (0) OVER FIFTY APRIL 7,1999 0730- 0741 AM. 38 north 22 south 7 ON 1530-1539 PM. 21 north 20 south 8 OFF 35-45 MPH (1) OVER FIFTY APRIL 8, 1999 0730- 0740 AM. 36 north 18 south 5 ON PM. Snow day 35-45 MPH (0) OVER FIFTY APRIL 9,1999 0730 -0745 AM. 52 north 10 south 8 ON 1525- 1545 PM. 55 north 80 south 7 OFF 35-45 MPH (1) OVER FIFTY 1-4 V- 4 <Maâ€¢â€¢7'# : ' *44 .xe.)?A., 1.. ntrol shall be :s begin or end Â· â€¢49441 1 t S ..13&484:. iminated when / uring hours of Â¢ ... 2*JES'...t',*Â·, -7 VA- â‚¬ 194/1*:h:; ..:Â· S1-1 S2-1 convey their 36" x 36" 36" x 36" 3. 2'.2& 0.4>::..2 ........ rance or sight rd to highway .t ;:ASNR*'71:I I hould have a 78-10 School Crossing Sign (S2-1) aveled way for if S AN*,9Â·?rs The School Crossing sign is intended for use at established crossings Â· sign supports. ... dge of a paved L including signalized locations used by pupils going to and from school, 26'10â€¢' irk,42 1, .. I . I. 3 except that at crossings controlled by stop signs, the sign should be 1 way. omitted. Only crossings adjacent to schools and those on established .,MSÂ¢:,t:Â·.:..'.Â·'tÂ·: 'Â· the preceding ; d (not less than * . school pedestrian routes shall be signed. When used, the sign shall be erected at the crosswalk, or at the minimum distance possible in advance lewalk width is 4 of the crosswalk. The sign shall have a minimum height and width of 36 . of 1 foot from -1 inches in rural areas, and 30 inches in urban areas. TFBM:...7~ oadway at any * A School Advance sign (sec. 7B-9) shall be used in advance of every - School Crossing sign. 1. 78-11 School Bus Stop Ahead Sign (S3-1) The School Bus Stop Ahead sign is intended for use in advance of 1 be mounted at I locations where a school bus, when stopped to pick up or discharge the sign to the t passengers, is not visible for a distance o f 500 feet in advance.It shall have idential districts e a minimum 30" x 30" size. where there are , the sign shall be } Â· WI .Â·,14; t.:.. . 11 is not intended that these signs be used everywhere a school bus stops :1 844Â»,: I , e r to pick up or discharge passengers but for use only where terrain and- ~; ~~-'%Â·M~, ~.t' Â· Â· ~ ~ : .. . roadway features limit the approach sight distance and where there is no 2 1 opportunity to relocate the stop to another location with adequate : 411 1 *isibility. :ht angles to the j d to serve. 1 , I ' nce of locations 3 I ./ . I l,1 ... ....... .... iighway. It may 4 ,~CHOON tot adjacent to a 1 < BUS STOP 3) 1 advance of any y Â»HEAD/' :I' 7 han 150 feet nor school crossing. ~ Â¥ 5 inches in rural f SM 30" x 30" 7B-3 Rev. 3/86 4 -4 . .. 1.. '4 1 , & 2: priff: ,Â·.,4.kÂ«t 1'7~, Â·r I *i.1.*221...~1. I 1-5 It,Â·'it .Â· -t: i 1".' + - h - TLE h h el C C \ 147 3 6 1 1 1470 -- ~ 1451 14 6. --1-- l 1 ,72,5 / // . I 404 1, / 0 4 / Trt- A 00 / 1 /1 1500 -t // . 5\ 1 R /I 2I 1209 1 / 0 No VEMILL 'G \00 jo> 7 51 N I -) \ \\ /\ 04 VC i Â£ .,-\ 't 4 -11 . co ow 0.4 CLU li616 L j j~ 4/jitit j\jFf 4 Â¤*t ((r J) A b 11 0 -, mo / 1 1 4,-52// / N)9 -1 4/.0\ ' 4941210 ~ 1/vj j tfÂ»< 1 /4/ 1 It L W D+ 1 // /272% 54 r \AMI 1 \ 4/ UL 4 1 w 5,0 Â¢ i 3 f 4%33)) 9 k ' It 1 111 4 61 â‚¬ A .4 . L ,-r-7- 12%00 ~< !I C , ll 1 147 > A L7--1/ / / \ 1(l \<791/ j.- 6 *0 1~0 2 Â£ :I / rr t $ 1 . I 5o AD 6,40 L 0 \ *,4 ) 1 1 0+221'Â·:h- / - uNL 1 T 2 57 F ~ ~ 1 r- 7* r\~ i I 1640 1~ 1 74\\\)4433\19 3 ~ ~ I (4 -\\ \51 444\ (44/j ~ 0 '150 , D h\ 1230\U, 1 < 64 .f / r\.1 Il / 1-6 i e-- 1/1 ' <trnriftx /.tv / \4' N \ \ r / lu V F--1 1 2 b /9 TOWN of ESTES PARK Inter-Office Memorandum April 9, 1999 TO: Public Works Committee FROM: Bill Linnane /Lk SUBJECT: Lot 2 Booth Resubdivision Request for Two Utility Easement Vacations Background: The owner of the above property is requesting that a Light and Power easement and a water line easement be vacated as shown on the attached vicinity map and plat The Light and Power Department and Water Department have verified that the associated utilities within those easements have been abandoned and those easements are no longer needed. During the development plan process of this lot in 1993, the Public Works Department required (see attached memo) that the developer vacate these easements and dedicate new easements for the new electric and water lines. The Public Works Department followed up and made this comment on the building permit routing slip. Unfortunately, the construction of the multifamily dwelling units was completed without the developer fulfilling these conditions. The developer is now attempting to sell the units as condos and a potential condo contract is being delayed until the easements are vacated. Budget/Cost No cost to the Town. Recommendation: Staff recommends approval of the vacations with the stipulations that 1) The developer dedicate new easement:s prior to the vacations. 2) The developer pays for all attorney fees. BL/lb Attachment 2-1 I. . -,5 Gregg H. Cof[ma, P. C ATTORNEY AT LAW 501 SAINT VFWN LANE TELEPHONE (970) 586-5566 SAINT VRAIN CENTER, SUITE 200 TELECOPIER (970) 586-5995 ESTES PARK, COLORADO 80517 March 23, 1999 Town ofEstes Park Bill Linane, Public Works PO Box 1200 Estes Park CO 80517 Re: Lot 2, Amended Plat of Tract A Booth Re-subdivision Dear Mr. Linane: I represent Maria H.Y. Lin and Johnson W.K. Lin who are the owners ofthe above property. On behalf of my clients, I hereby request that the utility easement (two inch water line) and power line easement across Lot 2, as dedicated and shown on the Amended Plat of Tract A Booth Re-subdivision, be vacated. It is my understanding that the two inch water line has been abandoned. Further, the actual location of power lines on the property is not within the dedicated power line easement. If an easement for the actual location ofthe power line is necessary, my clients will grant that easement in exchange for vacating the existing easement. Please feel free to call me ifyou have any questions. Bill Van Horn is also familiar with the project and is available to assist you. Sincerely, /<i 1/1 (21 u Gregg H.48*man GHC:sge encs. 2-2 ..0 1 1 1 1 1 1 L ok*n..1 0 6- 1 j, BINNS ADDITICN ' LoT 1 lb.â€¢+L Re~va. I,no,~ Â· ... . 4. 6 4 r-7 , . 1 ROCKY , MOUNTAIN PARK '#...... \ 1 1. -Â· --1 . rrw C...ILL 1 1 1 . ..... , . t ./ "â€¢ 'Ill 11 1 1 C t.-tilt -0 1 1 1 4 1 " .â€¢â€¢ 41. , -,. . 12 1 . 6 ./ 1.- 01 - .. . .04 a .-- , ... . 11 1 It 1--X> ./ 1, . 'All , i.,If. 0. C ' : . .. 1 1 . ' R. 1 ./ S - -.. .1 . Â· Â· " - -' E-' / ]'97%Â· . . 1- -- 1 , .. I . 1 1 2 1 .'. :. - -- 0 Â·. f- i ADDITION I - ' lue - i ' .0 S. LA . -~..i,-I,W,Il, 1 - ': .' "ri-\ 1 - .. L-$-- Lâ€¢MON ' 413 .1 1 .. , I -- If. i 74â€¢u!0Â· y-- i I ' C - ,â€¢ - :.._-,r i 111 1 ESTATE 1, 11 1 1 '1 1 1 1 1 1 w -- L'.0 1 1 1, 1 Â·J 1 2.212 . "ty-4 3;, i "' 2, Al Â·rl Â·,CL,i'.-1,JI, 1, =Firitv | .-DE., 27 26 I.-â€¢, i ,â€¢ ; 26 4 ,â€¢- - 1 " 1 .A 1 ., 1-1 fit D. . . 34-4=Â»1-03--Â£2 1 t'r;734 ..,I l.. 0. . 11 T .. 0, " .. 00 *'I \ 1, " , i Â©14~' -4.- 01 ti-A, 6-12 a. ELIMORN N.T.5. * "- ' ~tirÂ« \Uf-*7,3 .0 ... - ..... ADDITION 1. 9....:1 k '. ./0///,1'UK â€¢- C . 1 1 % .SALLE ~1â€¢1 .., ' ........ 1. . 1 b.- ..' T. t - .I5. ...'.'..... 4 :E; . 4 ..t 'rry, ..... --11 --- -- , 11 1 , I. 1 . :,1 '' 1 o.er.2 0 I . % % , 1 (:â€¢â€¢..... \ 1- .6 1 . 1 - '., 4 1 1. 1: ; 1 1, - 11 3 , . TE...... I I . 1 , :23- I I " .3 , Â¢47-22-1 , â€ž Ii, , 1 .0 0 '2â€¢ . 0 . i Â· BEAVER POINT . 31. ADD.' m . 1, b.' ' h I ..11 ! I 1 1:11 6111 : 1 1 1 /.- %. .- 1110<.p .Â· M " 1'. . â€ž U . 1 .11 1.111 1 1 L _IP-â€¢ â€¢â€¢ . â€ž S â€ž 1. . '40 . â€¢ 1 I .... , 1 1 - .4 ,..'1,5,#31 0 t 90:;14491~4*4i.i:0:4 ..â€ž ., '1 1 1 . 1 ./../4 El' 1,0.0 .'â€¢1â€¢0'% 2-- ADD .~~~~11=.lv 2 -- 66'7, . r E.T. Nci 9 1 7 .... 4 4 6.1 "lEN' "Â·,0 -69..filÂ» /3 -,E S .D , . I'......".' Iri ; 11...0 , , . 91 . . . Â£221 "1_,Fl "_IN -- F -2.-.-1.-1 " , . .. . 1 2,21111,\ p . â€ž 1 - ..â‚¬ P , " 1.1.ID...1=*.21.A La 26 -25- 1 7\\ ..... .. 33 3,1 1 ..1. -4-0- , s ) ./CO.O 1 . 1,1 1 1 35Â»X , / .. . L.1 . 11, C. ........ DE.E. Pt ADDITION teâ€¢: SUI.W.VILLA i r--| * ' ,111- ,diÂ·,Ap--1- % 1 0 22<\206, b.. 1 1\S 1 " k . \/- -4. -1 V . ' ..:.~&-41.fty'Z-/ A Â« 1.1 7 \ 1 .,0. . 1 ... . I 1.*==. , , 4 7, i :: ' ./ ~4........ ..'. . . REED'S .. . 1 Â·,tll- .. 1. 1, '. . /1.Â· \_1 I . i , | L.L'.0 . - Â·Â· liI . 'EJIR- 10 t V. ' Â· Â· Â· Â· -~u~-+~ 1 li. 1 : 12 ; I " " 0.10.0., . ... . 1,0 1-1 .'.... L " 0 .... I 'F- Z.:1f'LUT+ i .â€ž, 'SONS :''y~~~ .... 214. 1,1 , 0 0 1. . . 11 ..4 1 . 1 , 0 . . - e - 1 1 1 1 1 2-3 Elilyt.4.' ' I. 33 : 1 I 4-0__1 Â· C//I,Â£ 542~â€¢ f,G.â€¢75\V--71 ru--3=0 Y ' ... - -\=7 S I.I. .Slon.... FOUND ~4 REBAR W/ ILLIGIBLE 1 ~ P.C. '00.4 ..5 FOUND #4 5.924 1%106 , ~ rOUND 4' HIGH ! 1/7 ID PIPE Ji , 4 Scall: f - 40~ J62. y. 2 24 k 1 412?6 b, 9 BUILNG 1 1 '46. e 1 509 (0 001 MAnte OR DIWED FURIÂ«GS * 0151/4/8 r REÂ®ve,TED W~SlmED NÂ®/OR OLaAATED 0 r--/ .WATER L.,42 0 ro,Â«D â€¢10-lonAT,ON 80,-GS I ONSTANCES W 10.93' â‚¬4 5 e* efr 0 9%<1 irâ€¢iâ€¢ cumour e SNÂ«LARY SEWER -MHOLE m GCE 1 L GAS r~N 1 z.(0,00I E C VALAT-Â»4 * WATER VALVE Â§METERS I WATER VN.VE -*IDLE Â¤ e umm - 1*1\ /0 9 m TaIPIONE M.DESTAL .., D. . OICTRIC Putsl/L 1% 1 43 t \ 1.11. .Â·- -'>- 5 ---- CMÂ»(EAD UTUrY LMIS \ i I .$6: S toi ~ ~~~ d. -_- L,8â„¢01' BOR'wlll' FOUND #4 \ t. %. 0. REEVAR W/' 1 i~~RASH e â‚¬6. r 1' P.C. /9485 ENCLOSURE 10' jeQvEWED GCE ~ V AL<ON i 1 ~ GCE . L.7 EA,e,Ae:* \ U /\ Â® 1.. ic I \ .lb:JÂ¥.. -U MPANY OF \ lott EDJ UTILITY EASEMENT 1 4 'W \ .6â€¢ RECORDED BY RECPTN #930746 t ! b k. 1 Â° pr Â· W ATEK Lt Al E ,Z E th-2.-2-2 - - Af P */ 0, 0 MATT= GCE --- L u/*2-21. 6-0 9,4,104 *B t..0 \ \ -- N 76~06 '0 1 ' U}E 1 \944\\ 03. / 4 RE W/ UNITS , 1. P. Â·0 5 91.41' < / BU~*NG C 0 N 78'20' POND .~ ~ GCE POINTION -I / 0 6*Â£ ;* ~~40 112I PIPE - ~~~ </4 - --- 1 AL / V GCE \- I---0 -- L_ -.41 1) A INSIDE 1 PIPE J ' \:, 0%4:44*. 1- ---- - - 3 2 h M - \ - 8=29'40'22~ '44.) .lic+AC 1 - R-130.00' ~ 0 l.-67.33' 1 -1 < 6- C-66.58' 1 6-0'.rloo LOT 2 - ( S 15Â·33'24- W / 8-29Â·38'06- wl FOUND ~4 REBAR W/ / R- 1 JO.00' L-67.24' 1' P.C. #9485 1 C-66.49' GCE B.U. ELEV. 7640.0 \ S 1519'46' W / \0 gl y/ 2 1 get/ 51 g I go /2 9 4 / 1/1 -- â„¢ECT--1 - 6-10' S --*J / / 8 -0. / 1 0 1 L / 27'-5' -~'~-8-_ \ . | 8'-0- 1 27'-5~ .tra-- F.F.E. BLDG. 503 - 7650.3- F.F.E. BLDG. 505 - 7653 4 FOUND #4 REBAR W/ F.F.E. BLDG. 507 - 7657~ cl Jl O 1' P.C. #9485 F.F.E. BLDG. 509 - 7657.4 21 SECTION A-A' 2-4 1/8~ - 1' TOWN of ESTES PARK Inter Office Memorandum January 6, 1993 TO: Steve Stamey FROM: Bill Linnalie ~/_,/~6) SUBJECT: Lot 2, Amended Plat, Booth Resub - , c. .Â·c \ 6 f,u e.. t ?LA.0 The Public Works Department has the following comments: â€¢ In accordance with the.attached June 1991 review memo, the old 2" water main should be abandoned. The developer should construct a 6" water main from the existing 12" water main, along the proposed parking area, to the northwest portion of the property. The new 6" main should connect to the remaining 2" water main at the properly line. Construction plans should be prepared for this water main construction. â€¢ Any sewer and water line crossings should be in accordance with the Town's Water Department Standards. Parallel lines should maintain a 10' separation. â€¢ Abandoned power and water lines require easement vacations and new utilities require new utility easements. â€¢ The proposed swale from the detention pond to the new roadway curb should be protected against erosion. â€¢ The Fall River Lane roadway should be constructed in accordance with the July 1991 road plans prepared by E.P.S. The developer may want to consider contacting the other lot owners in Elkhorn Estates who have an obligation to construct a portion of Fall River Lane. BL:ck 2-5 TOWN of ESTES PARK Inter-Office Memorandum April 12, 1999 TO: Public Works Committee FROM: Bill Linnane cul- SUBJECT: 264 East Riverside R.O.W. Temporary Easement Request Background: Please see the attached location map. The owner of 264 East Riverside has a buyer for the property. The structure encroaches approximately 4.2 feet into the R.O.W. Due to the encroachment the title company will not issue title insurance associated with the pending sale. The owner has requested that the Town vacate the property. Rather than vacate the R.O.W., the Town Attorney has recommended that a temporary easement be dedicated. The buyer and owner agree: 1) Not to allow any dwelling of that unit until the encroachment is removed. 2) To remodel the building and remove the encroachment within the next year. 3) The easement would be recorded as a one-year easement At the end of one year, the easement would no longer exist 4) To pay for all attorney fees associated with the easement process. Cost/Budget N/A Recommendation: Since the easement will help expedite the removal of the encroachment and help alleviate a dangerous condition, Staff recommends approval. BL/lb Attachment 3-1 - 1 -1. - 160 --- C -C 191 164 76 170 5 22/ 2/5 . 1 220 ~ 6 , 1,2 X 7527.2 7 IVY STREET / 225 0 X 7527.0 / 232 Â¤ 231 1w 41 232 1 ..-22 ---I /-/ 2 -- 231 232 233 251 l 23~_| 1 0-- -- 238 261 243 -C \ 27/ 2 \2 Ct 0 281 ~W 2 / I 0 ------ 1 1 4 1 W 286 ~ 15 275 W 246 292 - / /6 a: w -- - 4 1 g 294 0 - W 248 % j /7 5, \ > \1\ 249 E W 250 18 1 - rz--2 ---x 254 251 --Â»</ \ k-----334\ 5,_ 6/9 / ~<ZILE]- --1-1 , U.1 1 / 256 - - 253 255 / 1 / R[Mt 335 260 245 255 g 26 20 235 257 338 340 / 6 25 342 225 / 240 350 1 A Ch 3-2 [1 . EXHIBIT A N 88'45'11" E - 8'29'57" 1. 0 Ee'19 63.16' L = 43.49' ' FOUND #4 REBAR with 1- 1-1 1 - PlASTIC CAP #6499 (In rocH) CHO = 505'29'28"E 43.45' 140 E N 80'15 Detto = , De\\-0 016 75 CURVE 2 L=47.11' R * fJ Rlwimide Sub 262 occorÂ¢â€¢70 to tho corrected glat of 0 68; 52; 51: ~ i ., 6 CURVE 3 15'16'20' 6301 .0 Delta = 0 4'51'20" /,4 4 L=14.98' .P.O.B. 9 64 SEE DETAIL SCALE: 1" = 40' LEGEND 50702 r E AD' 0 UTUrr POLE 4. 1 Â® 1,-OLE (w,- SOUO 0 #UUND WO~â€¢emmoâ€ž NET #E 6.24' / eMO M,In TWORTHY STUDIO Il CONCRMRATIO= - MÂ»EAD UTUrf L.M FOUND f pIPE f / RIGHT-OF-WAY - , APPAREMI EAST RWERSDE ORNE EXISTING -" i 264 f RIGHT-OF-WAY . \ j 9 WNEv ~~~ 1 1 \ APPROXIMATE AREA OF PROPOSED ~5040 EASEMENT = 36 SQUARE FEET . 1 PROPOSED 5.24 EASEMENT LINE ' ~ (0.5' FROM HOUSE) .Â·*Â· ~ .... DETAIL S 1" 0' Â¢011'1111111//4 Il / 4.4165023& E W 9485 $ % 9 %/ 0 - Notes: 1. No plotted geometric information exists for the reistablishment of the right-of-way of William G. Von Horn, East Riverside Drive. The right-of-way as Colorado P.E & L.S. 9485 shown was developed by using found monuments, SPENROW.DWG the centerline of the existing road, and the intent ~~~1 2. The Chord of Curve 2 bears $1722'56~ E for 46.97'. to provide circular curves. 3. The Chord of Curve 3 bears N2726'46~W for 14.97'. DRAWN DATE VAN HORN ENGINEERING SCALE PROJ. NO. 1043 Fish Creek Rood - P.O. Box 456 - Estes Pork, CO 80517 LAS 4-12-99 Phone: (970) 586-9388 - Fox: (970) 586-8101 f = 40' 98-10-20 3-3 489.Â£ L EXHIBIT A Legal description for Road Easement in a portion of Section 25, Township 5 North, Range 73 West of the 6th P.M.. Considering the north line of Lot 21, lying west of the "Baseline" as shown on the recorded Plat of Riverside Subdivision to the Town of Estes Park as bearing S 81Â°00' E and being monumented on the east end by a M" rebar with cap L.S. 6499 and on the west end by a 1" O.D. Pipe. Commencing at the intersection of said horth line with the east right-of-way (ROW) of East Riverside Drive, as monumented by a 1" O.D. Pipe; thence continuing south along said east ROW along the arc of a 293.16 feet radius curve to the left 43.49 feet (chord bearing S 05Â°29'28" E 43.45 feet); thence continuing south along said ROW along the arc of a 176.75 feet radius curve to the left 47.11 feet (chord bearing: S 17Â°22'56" E 46.97 feet) to the True Point of Beginning; thence departing said east ROW S 07Â°02'16" E 13.58 feet thence N 87Â°57'13" E 5.24 feet to said east ROW; thence along said east ROW along the arc of a 176.75 feet radius curve to the right 14.98 feet (chord bearing: N 27Â°26'46" W 14.97 feet) to the True Point of Begifining. Said Road Easement encloses approximately 36 square feet. 3-4 Public Works Engineering Memo TO: Public Works Committee / Bill Linnane From: Greg Sievers Date: April 15,1999 Re: Roof replacement, Fish Hatchery House #2 Background: The Fish Hatchery property was acquired in 1983 following the Lawn Lake flood. There are four buildings used for storage and three homes. The homes are used for employee housing. The buildings were constructed between 1912 and 1947. The roof on house #2 is badly blistered, its age is not known. I t has been patched several times. The roof is in need of replacement and has been induded in the 1999 budget. Local bids were solicited and the results are shown below. Apex Roofing $5,600 Halls Roofing $7,985 Budget: $9,000 Cost: $5,600 Recommendation: Staff recommends accepting the low bid from Apex Roofing in the amount of $5,600. This work will indude a full tear off and new plywood base layer. We also request to hold an additional $1,400 as a contingency, should any unforeseen difficulties arise. Total requested cost is therefore $7,000. Work shall take place in May. â€¢ Page 1 4-1 MEMORANDUM TO: PUBLIC WORKS COMMn-rEE, BILL LDVNANE FROM: SHAWN KRAFT SUBJECT: AERIAL MAPPING PROJECT DATE: 04/12/99 CQ RICHARD MATZKE, STEVE STAMEY â€¢ Background: A basemap is a map onto which all other layers are overlaid; the foundation for a GIS. It consists of these features: roads, utility poles, building footprints, water features, contours, light and power features, and all man made features. The Town's existing basemap is on rr~lars and was original& done in 1979 by Kucera. It has been an extremely useful tool for 20 years. It was determined that the existing basemap needs to be replaced with a digital basemap that could be loaded onto the Town network and used by all employees simply by accessing the network rather than by looking for a hard copy which can be cumbersome. The Town budgeted in 1999 and 2000 to replace the existing mylar basemaps with new digital basemaps. (Background continued on next page) â€¢ Cost/Budget Requests for Proposals (RFP) were sent out to seven consultants for the Aerial Mapping for the Town of Estes Park. REP's were received from Kucera and Aero- Metric. Bid Amounts were as follows: 1999 2000 Total Budget** $80,000.00 $45,000.00 $125,000.00 Kucera $40,700.00* $40,700.00* $81,400.00 Aero-Metric $73,510.00 $54,785.00 $134,295.00 * Kucera will deduct $1,000.00 if all work is completed in 1999. They would reduce man- power so that re-start in 2000 can be eliminated. These prices do not include any contour base mapping. The contour base map portion will be performed in the year 2000 and the proposed Year 2000 budget can accommodate this phase. ** Water Department 38%, Light & Power Department 38%, General Fund 24%. â€¢ Recommendation: The Public Works Department recommends that Kucera be award the bid for the Aerial Mapping Project. Kucera performed the aerial mapping in 1979 for the Town of Estes Park and they are very familiar with the Towns needs and objectives. Kucera has the lower costs of the two consultants. â€¢ Staff also recommends completing the entire project in 1999 at a savings of $1,000.00. This would allow staff to keep the mapping current, starting the 1St year rather than waiting one or two years. â€¢ The $400.00 over-budget can be financed M Light & Power Department and 1,5 Water Department. 5-1 Background Continued: By replacing the 1979 basemap, the Town will accomplish several objectives: â€¢ Maps in digital form. Advantages: a. maps can be reproduced many times via the plotter. ... b. different types of maps can be assembled into one composite map easier e.g., water line maps can be overlaid onto the new basemap of roads. c. maps are accessible to employees via the network so collaboration among employees on projects is more efficient. d. better customer service. e. maps will encompass the entire Estes Valley. â€¢ Maps in layers. Advantages: a. roads, water lines, building footprints, each one a layer that forms the new basemap onto which other maps can be overlaid. b. layers can be toggled on or off to show only the data needed. â€¢ Databases attached to map features. Advantages: a. the ability to query a map and see the results. e.g. search for total acreage in a particular subdivision, search for Planning Commission comments, search for the age of a section of water line. 5-2 INTER-OFFICE MEMORANDUM MARCH 30, 1999 TO: BILL LINNANE / PUBLIC WORKS COMMITTEE FROM: DAVE MAHANY SUBJECT: REPLACEMENT OF PARKS DEPARTMENT RIDING MOWER (G-96) BACKGROUND: Presently the parks department is using two Walker Mowers for mowing the parks areas. The one mower (G-96) is a 1988 Walker Mower with over 600 Hrs. This mower is budgeted to be replaced due to its age and dependability needed during summer mowing. This equipment qualifies for replacement in accordance with the Town's Vehicle Replacement Policy. The Walker style mower is used because of its maneuverability and easy operation. COSTS: Bids were requested from two different Riding Mower Dealers. MAC EQUIPMENT INC.: $9,299.08 - $ 1.750.00 G-96 TRADE-IN $7,549.08 TOTAL COST BATH POWER EQUIPMENT: $9238.75 - $1.000.00 G-96 TRADE-IN $8,238.75 TOTAL COST The 1999 Parks Department budget includes $10,000.00 for mower replacement. RECOMMENDATION: Staff is requesting and recommending approval to purchase a new Walker Mower (Replacing the 1988 mower) from Mac Equipment Inc. at a cost of $7,549.08 6-1 INTER-OFFICE MEMORANDUM APRIL 5, 1999 TO: BILL LINNANE / PUBLIC WORKS COMMITTEE FROM: DAVE MAHANY SUBJECT: PARKS DEPARTMENT PURCHASE OF SKID STEER TRACTOR BACKGROUND: The Parks Department is presently using a small snow plow tractor to plow the parks and trail areas. The budget includes a larger multi-use tractor with plow to plow these areas, with a larger bucket, backhoe, nursery jaws (for lifting tree balls and plant pallets), and the ability to run a planner to level sidewalks and asphalt. COSTS: Bids were requested from two Skid Steer Dealers. COLORADO MACHINERY: $ 21,032.00 SKID STEER $ 4,125.00 NURSERY JAWS $ 1,642.00 SNOW PLOW BLADE $ 9.470.00 BACKHOE $ 36,269.00 TOTAL COST FARIS MACHINERY: $ 24,095.00 SKID STEER $ 4,050.00 NURSERY JAWS $ 1,505.00 SNOW PLOW BLADE $ 6.295.00 BACKHOE *** $ 35,945.00 TOTAL COST *** *** Faris Machinery bid does not meet specifications. *** Colorado Machinery includes update to a new machine annually for $500.00. The 1999 Parks Department budget includes $35,000.00 for multi-use tractor. RECOMMENDATION: The Parks Department is requesting and recommending approval to purchase a new Bobcat Skid Steer with attachments from Colorado Machinery at a cost of $36,269.00. Funding the $1,269.00 over budget from the $2,451.00 not used in the Walker Mower purchase. 6-2 INTER-OFFICE MEMORANDUM APRIL 5,1999 TO: BILL LINNANE / PUBLIC WORKS COMMITTEE FROM: DAVE MAHANY SUBJECT: STREET DEPARTMENT PURCHASE OF CONCRETE / ASPHALT PLANER / GRINDER BACKGROUND: Presently the Street Department has had to rent a tractor and planer / grinder to level sidewalks (concrete) and asphalt when needed. A planer / grinder will help maintain level sidewalk seams and asphalt seams (from overlays and patches), this item is included in the 1999 budget. The planer / grinder would be run by the Parks Department Bobcat Skid Steer. COSTS: Two bids were requested for a planner and water kit (dust control). COLORADO MACHINERY: $ 10,980.00 PLANER / GRINDER $ 1.105.00 WATER KIT $ 12,085.00 TOTAL COST FARIS MACHINERY: $ 8,755.00 PLANER / GRINDER $ 880.00 WATER KIT *** $ 9,635.00 TOTAL COST *** *** Faris Machinery bid does not meet specifications. *** The 1999 Street Department budget includes $12,000.00 for sidewalk concrete/asphalt grinder. RECOMMENDATION: The Street Department is requesting and recommending approval to purchase a new concrete / asphalt--planer / grinder from Colorado Machinery at a cost of $12,085.00. 6-3 TOWN of ESTES PARK Inter-Office Memorandum April 9, 1999 TO: Public Works Committee i FROM: Bill Linnane 866-' SUBJECT: 1999 Water Line Replacement Project Background: The February Public Works Committee approved the Design and Construction Management Scope of Services for the 1999 Water Line Project Staff is now requesting to bid the project Budget/Cost $500,000. Recommendation: Staff recommends proceeding with the bidding of the project BL/lb Attachment 7-1 4 , . TOWN OF ESTES PARK PUBLIC WORKS DEPARTMENT CITIZEN SERVICE RESPONSE REPORT MARCH, 1999 CODE TYPE OF CALL NO. OF CALLS HOURS 11 BLEEDER MAINTENANCE 1.00 2.00 12 UTILITY LOCATION 115.00 116.00 15 SERVICE UNE INSPECTION 0.00 0.00 16 TAP REQUEST 2.00 6.00 17 WATER QUALIrr . 0 00 0 00 20 PRESSURE PROBLEMS 0.00 2.00 22 FROZEN LINES . 0.00 0.00 23/24 LINE BREAKS: MAIN/SERVICE 1.00 2.00 30 METER REPAIR 25.00 . 34.00 32 FINAL INSPECTION 1.00 1.00 40 CONSTRUCTION RELATED 2.00 7.00 50 STREET REPAIR 3.00 4.00 51 SNOW REMOVAL . 1.00 Â·: 1,00 52 STREET SWEEPING 0.00 0.00 53 SIGN REQUESTS ATID PEPAIP 1 00 200 54 STORM DRAINAGE 0.00 0.00 60 OTHER 6.00 < - 30.00 TOTALS: MARCH, 1999 158.00 207.00 HISTORICAL DATA THIS MONTH LAST MONTH LAST YEAR TOTAL CALLS 158.00 123.00 86.00 TOTAL MAN HOURS 207.00 179.00 227.25 %CHANGE(CALLS/MHS) +28.46%/+15.64% -6.82%/-.14% +83.72%/-8.91% ~ ~ WELD -~ N LARIMER UPPER FRONT RANGE 2020 REGIONAL 'MORGAN TRANSPORTATION PLAN The Upper Front Range Regional Planning Commission (RPC) will be sponsoring three public workshops in April to provide the public with the results of the preliminary scoring and ranking of the proposed transportation projects through the year 2020, In 1994 the Upper Front Range RPC prepared a 2015 Regional Transportation Plan which identified and prioritized proposed transportation projects throughout the three county region. This plan has served as a guide for local officials, and was successful because of the significant public input during the planning process. In November, the Upper Front Range RPC kicked off the 2020 planning process by presenting the public the previous plan and outlining the process for the 2020 Plan. In February the RPC had open houses presenting the proposed list of transportation improvement projects; as a result of public comments, several projects were added. Since then, all of the projects have been scored and prioritized. Now, the RPC is providing you. the public, the opportunity to review the prioritized list of proposed transportation projects so that your input can be considered before the 2020 Regional Transportajion Plan is completed. The Public open house workshops are planned in conjunction with other regional meetings. Prior to each of the regularly scheduled meetings, the elected officials, county/city/town staff and the consultants will be available to answer questions and take comments. A presentation will then be made during each of the meetings, as listed below. Monday, April 19,1999 1-25 Corridor Meeting Frederick Town Hall 401 Locust Street 6:00 pm: Public Review with consultants, elected officials. and staff representatives 7:00 pm: Presentation at meeting Monday, April 26,1999 Brush! City Council Meeting Brush! City Hall Edison at Carson 6:00 pm : Public Review with consultants, elected officials. and staff representatives 7:00 pm : Presentation prior to council meeting Tuesday, April 27,1999 Estes Park Town Board Meeting Estes Park Municipal Building 170 MacGregor Avenue 5:45 pm : Public Review with consultants. elected officials. and staff representatives 7:00 pm: Presentation at meeting Please plan to attend the workshop most convenient for you. Questions, please contact .... Commissioner Jim Disney Commissioner Mike Harms Commissioner Barbara Kirkmeyer Plan Consultant Larimer County Morgan County Weld County Felsburg Holt & Ullevlg (970) 498-7010 (970) 867-8202 (970 356-4000 ext. 4200 Ms. Debbie Zermuehlen (303) 721-1440 Mr. Mark Peterson Mr. Joe Ballazar Mr. Frank Hempen Jr. Larimer County Engineer Morgan County Public Works Dir. Weld County Public Works Dir. (970) 498-5714 (970) 867-9446 (970) 356-4000 ext. 3750 Reasonable accommodation will be provided upon request for persons with disabilities. If you are a person with a disability who requires on accommodation to participate in the open house, please notify Debbie Zermuehlen at (303)721-1440 by April 15,1999. 8-2