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HomeMy WebLinkAboutPACKET Public Works 2004-07-151 ,1/ 44/ .., AGENDA TOWN OF ESTES PARK PUBLIC WORKS COMMITTEE July 15, 2004 8:00 A.M. Preparation date: 7/8/04 *Revision date: ACTION ITEMS: 1. Annexation Engineering Services • Request approval of bid and request to proceed 2. Municipal Building Remodel Project • Request approval of additional cost item: Proposed year-to-date total cost less than Guaranteed Maximum Price 3. Far View Drive 20 mph Speed Limit Posting • Request approval of recommendation 4. Community Reinvestment Fund • - Request approval of General Financial Scope REPORTS: 1. Town Buildings: 10-year maintenance plan update 2. Municipal Building Remodel - A/C Project 3. MacGregor Avenue Trail Project update 4. Fish Creek/Fall River Trail Projects 5. Bond Park Fountain Project update 6. Town Board Goals #2 (Community Reinvestment Fund) and #5 (Parking/Transportation) Project updates 7. Streets and Parks Department Landscaping Projects update (Senior Center, Gateway Sign, Performance Park, new Municipal Building Restrooms) Note: The Public Works Committee reserves the right to consider other appropriate items not available at the time the agenda was prepared. TOWN of ESTES PARK Inter-Office Memorandum DATE: July 9,2004 TO: Public Works Committee FROM: Bill Linnane _ ~c/ SUBJECT: Beaver Point and Fall River Annexation Projects - Request to Accept Bid and Proceed Background A Request for Proposal (RFP) for Engineering Services to produce all documents necessary for the Beaver Point and Fall River Annexation Projects was sent to local Engineering/Surveying firms. On July 2~d we received two bids. They were: Van Horn Engineering $9,890 Frederich Land Surveying $14,950 The prices do not include sub-consultant fees and application fees for all of the Northern Colorado Water Conservancy District (NCWCD) inclusions that are part of the annexation process. The base bid does include sub-consultant fees for title research and management. Van Horn Engineering is the low bidder. The annexation schedule is attached. Cost/Budget Cost: Van Horn Engineering base bid $9,890 NCWCD application cost estimate $15,000 Total: $25,000 Budget: To be funded from the Community Reinvestment Fund. Action Staff recommends approval. BL/lb 1-1 . 1 1 . 112 3 1 P...m kit 1 0 OJEJ 4 0 v ' f~- Proposed Beaver Point Ann exation I 0 L p - (~ RIVA a , Al 8 Mit, .*11 4, Ib 4 1 Town Bounci& ~ - 06 N if ~ORTH ~ ~ f 1- 1 ''fl 6 90 1 r tB 9 % 1 EYJ 2. . \: \ 41.1 1 // C./1- I il Fall River Proposed Annexation 2 ./-\ . PRI,$, \4 1. 1 1 -- i -J 2 14 - 1 i*b 1#A >6 - - Town Boundly 7-=='····~~-%r=-- --_... I X 0%% .% . 2 14, m F f M 1~A Target Annexation Schedule: The attached Town Clerk Checklist takes priority in case of discrepancies between this document and the Checklist. Earlier target dates are acceptable. July 2,2004.......................................,....Bidsdue (unless circumstances warrant change) July 28,2004..........................................Award contract September 30,2004 (no later than)......... Pre-annexation Process Meeting with Community Development December 1, 2004.................................. Submittal ofPetition, Statement ofIntent, 14 copies of Annexation Map, and digital file. December 14, 2004 Intent to Annex Resolution at Town Board meeting December 17, 2004 (Fri.) ...................... Public Notice published December 24,2004 (Fri.).......................Public Notice published December 31, 2004 (Fri.) ....................... Public Notice Published January 7,2005 (Fri.).............................Public Notice published January 11, 2005.................................... Town Board Hearing and Annexation Ordinance adopted February 14,2005..................................Ordinance goes into effect 6 + Town of Estes Park Public Works Engineering Room 100, Municipal Building P.O. Box 1200, Estes Park, CO 80517 970-577-3586, qsievers@estes.org Memo To: Bill Linnane CC: Public Woms Committee From: Greg Sievers Date: July 9,2004 (REVISED July 14™) Re: Municipal Building Remodel, Work-Order request approval Backaround: The contract agreement and Guaranteed Maximum Price for this project is $478,000. Within that value was designed a 3% contingency of $15,650. Some contingency has been used (C.O. #1&2, approved by PWC 3/18/04) for unplanned changes or unknown conditions that have arisen during the work. We are requesting approval to process work orders for the following changes: 1. add tall mirrors to restrooms (existing could not be salvaged) $410 2. add vertical support to urinal privacy wall (facility durability request) $400 3. fur out files storage room wall (retro-fit for existing file cabinets) $260 4. architectural fee $400 TOTAL Chanae Order #3 $1470.00 5. frame and finish uneven tiled walls of old restroom for new office $1120 6. Add privacy lock to ladies executive restroom $194 7. level concrete floor where epoxy grout would not come off $1656 8. delete window kits from 2 pair existing wood entry doors 4672> 9. architectural fee $255 TOTAL Change Order #4 $2553.00 10. Add counter top for mail sorter area (staff request) $685 11. architectural fee $100 TOTAL Chanae Order #5 $785.00 12. replace carpet in Finance Director office $896 13. patch wall tile following staff requested electrical changes $92 TOTAL Change Order #6 $988.00 Total of change orders #3,4,5&6 is $5796.00 The remaining contingency is $5,656.78 Budaet/cost: no change to contract or GMP. Recommendation: staff requests to reduce the contingency value by $5796.00 TOWN OF ESTES PARK Inter-Office Memorandum DATE: June 25,2004 TO: Public Works Committee CC: Lowell Richardson FROM: Bill Linnane 00/ SUBJECT: Far View Drive Traffic Safety Improvements Background: On June 23rd at approximately 3:30 p.m., a speeding vehicle ran off the road at the curve behind the Willows Condominiums on Far View Drive. The car landed approximately five feet from the back window of Condo Unit #2. The accident occurred immediately following the Town's chip-seal contractor placing the chip-seal aggregate. Staff reviewed the accident report which included citation data and visited the site to inspect road conditions. The Police Department staff does not consider the chip-seal aggregate to be a cause of the accident With all of the information to date, staff is making the following changes to improve safety: 1) Installation of 150 feet of guardrail by July 246, uphill of the condos and adjacent to the road. 2) Currently, the prima facia speed limit is 30 mph along the curve sections. Staff recommends posting the curve sections at 20 mph. 3) Staff will include a clause in future chip-seal project specifications concerning reduced speed and construction gravel signage. Cost/Budget Cost Guardrail $5,000 Budget Street Dept. available Maint/Repair Budget $70,000 Action: Staff recommends: 1) guardrail construction; 2) 20 mph speed limit posting; 3) including speed limit warning signs to the annual chip-seal project specifications. 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''('14 '1,·'14'.'01,' 1.j ' 1., Li.i,f ?,·.fi.,th 1 14 6 : '·- r ,Nf.Rki. recommended speed on a turn to be 30 MPH or less, and this · 0 9.W recommended speed is equal to or less than the speed limit established by ·t~ i. 1} .' 14: Dr- law or by regulation for that section of highway, Where a Turn sign is 0114 .. a ·440 I :9 111£.1 warranted, a Large Arrow sign (sec. 2C-9) may be used on the outside of , P + 24& 5 ' . 4 the turn. Additional protection may be provided by use of the Advisory * ~· Speed plate (sec.-2£-35).__ , M . .2, 2 - '*.0. , 1€11, 4* 4,- u :Il ' . ).4 Y 81 A. 114.41'f . 9 P, re 4 10 i .fg. NX C € ) ,. M44== 10 44 4 X ~· - f ·414,42'<litly , y.,1ialill'llillu 'Al#b Ir. - t. c , I. 16 .1 -11,Fl N -) ExiVild-*297 - ti* m: 4 <.11, '411 11 *Le vam. ... 3 7 p ,.... 4 .Ce r"' Wl-IR , Wl-2R r . 9. 2 ' Ji 30" x 30" 30" x 30" 4. i. 1 71 - ,02¥ @A" C *AV< P .. 13,1. 2 ig ¢\. .4/4 <6,44.V= 4 . 9 t kic ~ The Curve sign 31-2R or 2L) nlay be used where engineering I Editorial 9 -Vt ij. · 1.4 4 investigations of roadway, geometric, and operating conditions show the | cR~avnge ~i i 4 1,·. f.7 recommended speed on the curve to be greater than 30 miles per hour and ., I d i IMi I.3, .. equal to or less than the speed limit established by law or by regulation for 1 9 ~)1.9 that section of highway. Additional protection may be provided by use of * 1 0 Rtir. the Advisory Speed plate (sec. 20-35). 1 RE 20-6 Reverse Turn Sign (Wl-3) ¥ Flf¥:4'· The Reverse Turn sign is intended for use to mark two turns or a curve I Editorial ~ ~ f> , 2·4 1%41, A. and a turn in opposite directions as defined in the warrants for Turn and 1 CY:.Te 1 1 11 I 6, R ~,71*z Curve signs (secs. 2C-4 and 5) that are separated by a tangent of less than &;14 · 600 feet. If the first turn is to the right, a Right Reverse Turn sign(Wl-3R) 1., 2,hr shall be used and if the first turn is to the left, a Left Reverse Turn sign 94?=,Il 1-1.-I. 1 /~ ' (Wl-3L) shall be used=- Ly.31 /71 \ J tuhal . 209~ jOIi VAX K ./31$ .Aill""93// F.t 44· A. 1 ....4..... --1//1- t" ¢>11>:.0. 1 //62: 4,2..LA.#i K .4. 1 <.p. 1.-'3$~a.'*B * , i ~.4-7 IL~& Xy,y+7 1 0 .:./1 I \ 1ty , 64/"P e' i « 9,44/ 7,-4 23 *NS ..S,9 t M r /..U I Wl-3R Wl-4R - 30" x 30" . 30" x 30" ' =-114 1 !41. 2C-3 Rev. 3/86 4.2.~ r a.,4-1.u l,r, O- 4.- 5 CW, 1. 1. 1 W ·1 1 .. , rr 4 14.-4421-6 . 1.- 4 3-23 - '' 4. .1.-a .1 C--I r-- ----.Er: W.. / '' 6.6/ I .if i 41, :T J:,3"4 i'.,·11 4•",bilti|ilittilif ilitripittlitlitift•t:tt '... 11.Li Clii./,i i i.i., 1 'j.'./. 1. . 9 N.. . 46 1, 1,1 ...r - 1,1 - /ft + - IL 1 8 . :,32;2*'TReliesi. Adefiory. Speed plates used with 36-inch and larger warning , 11 ~R?b<igighs ;hall be.241·3< 24 inches. 1% ;1,>tM; '%,AieIplat'e-1·§6411 carry the message (85) MPH in black on a yellow -3,?4 12kkA-dnd except for construction and maintenance signs (sec. 6B-34). ' ~· ~·: 'The-hfaectsh~kn shall be a multiple of 5 miles per hour. The plate may :V 74'41 Gkdd inkonjilnction with any standard yellow warning sign to indi- 72:376*td.tthekikaxihium recommended speed around a curve or through a *tu ¢,j-• hazardhlisplod#tion: It shall not be used in conjunction with any sign *4, & vo£het thia#'6,*arning sign, nor shall it be used alone. When used, it shall · t V.%~ 4.tbe#noJrked·sdn->he same assembly and normally below the standard . -7-44.2 warnink».8!gil,:tpE Z-i. page 2A-9). 4.,0*,2182*t ih·.emeriencies, or at construction or maintenance sites, where .~2384Ae *~64€ioA V*lling for an advisory speed is temporary, an Advisory Ne, 42»Spud:plath:#Nall not be erected until the recommended speed has been ~· - ··v d*termiried by :'accepted traffic engineering procedures. Because lit li·*9&*&;iNeMIA surface characteristics, sight distance, etc., may alter the = l p.9 ->re*commended'speed, each location should be periodically checked and ' ~i 1 t) te £1124peed<fldte corrected if necessary. 4 9 2 v 'J j 1 A. .... :f i e M £• 9 471 K. t L r, h ry,1, ir\- AL ; ' , Lk' b 4 ·p ,·or*ah,0-' t. 1 ··· cit; i i 20 M? W ..9 trigip'·i :f, r Ell -I = 47·*r k. f a. fi..,1.7,1. i 4, .' :4. 'A.3'.,4£4 . I ki.-*./- -, e '· .%2*2,224€© SNiFIBilki 94 0 4 4 I :94:.7 'h:.4* i. I Ii•,t.'4 9 7 :1, 1-1 *'12 U ' 4.Ilf.4<2 48/t·,1 9 44':04·: i· L· 1,?"r'.4616•' r 4.6.31, t.. ;:try,*4... 4.**4< 34,479, 1 Iii 4 W13-1 04 46 w¥ r. .t yr .3.2 . 18"x 18" 4/ GE Di tty c' 44442-43. 24" x 24" . lili : t . / 3 cur.,E w I li J 8£37110 1704 TS i 4'34?9236747'dvisory Exit Speed Signs (W13-2, W13-3) 1 ?f -119'llhe:·Exit Speed or Ramp Speed signs are intended for use where &5;Ii*1486*~.~.Fbg investigations of roadway, geometric, or operating condi- *1 :dons shdw the necessity of advising drivers of the maximum recom- ~;7 r ~~elided'ilpeed on a ramp. ..t .$ C . :11& 7,4.-.. Q, Tha sikh should be posted along the deceleration lane or along the , ...0 ME ft t::*mpi,solhat it is visible in time for the driver to make a safe slowing 1· 4*and.exiting maneuver. Where additional advisory speed indication is - =«UL= . . needed-on the ramp well beyond the gore, a standard warning sign with y 14.-29 .~:·*anJAdvisory Speed plate (W13-1) is to be used. t ~pey·;%*Wi I - '4 1, 2C-19 . I...»~4'Me r'4~~ i.: , h ·42$*F· .4 4,1 i.: .V..'.. pAY/' '. f 4-f·*%~fo 1-, . 1 · .t,· .4.3;y, tl '. ·*1·:~*kbi~A *A 2 3-4 · 4,212#:t .ri'·'9~~'ti·3 1/r•'9'y ~ f 41 I .. 4. 4,1 - 24 ., 1 - ..=t . . 1. . +. 4 ... . '. &79.44'. . ..f,J, t;.r. 44..7 I i · i I : 74.44% t ..' h 2,1.- .0, L _- 2 T fl: .3 g 4 t. . 9. l y . . .0: i -k¢19,% 7,4,/64/ f j I . t. 5/ I . I ie . 2 1. . ...21'.2 2 ~44/4 0 , 23.12,*99 I :,9 + F/*fle>.. di·. 1. A. . 33'~ 37-,0.--2·.A..:u ·- ... .:.... ..:....7.f*¥4 49.4~2,9$I. 53*342£19'. r'-- '"· :r.:77 >.; ·.'i';· t~216.,4.2...figk.44:35> 1, . b ' 4% 4, . : R 4 ...0**,R¥, / -- ~29%© · I.-14· i=-L=~ . 0' ****% F=fit -- 4, - 3»9. - ../ - 1 4 . A = A-4 - i . .. 11!IL 9 - '' I . .*. f -1-'. 1- . V.-- --r==r - -Il.i./.'-Lu///////' --- - 64*k i 4- -- } -1-- lili "' - ~ 'wal- . - 0 ililill£-.liliMP,1 L. ~I-- 7 - 1' -LL •al. W ..7 Stis"/Bri -QZJ 40"2£/MN'gAA-NY ~TE,Cm& 045634#Wirph -4 F#FA f.. #. .. - 4 '1. B. --< "C Ft .9 il3'Tr .4,74'R#. Ib- 1./f*..C-f'; 4%4.7 1.<WL 9--SI %411 .. A, .0 t.,p# . i316* , . 1,/ I I '-I~'I• ~ -th. ~~.4*.*I .r>r:(·:3* "Pk TOWN of ESTES PARK Inter-Office Memorandum DATE: July 9,2004 TO: Public Works Committee FROM: Bill Linnane 00/ SUBJECT: Goal #2 - Community Reinvestment Financial Scope of Services Background The Goal Team solicited a Scope of Services from John Gallagher of Black and Veatch to perform a Community Reinvestment Fund financial review. The fund balance and annual transfer of the Community Reinvestment Fund and the General Fund and project expenses will be analyzed. Cost/Budget Cost: $9,800 Budget: To be funded from the Community Reinvestment Fund Balance. BL/lb 4-1 D- CD 2 € 5 6 .9 2 6 E lu Q. 35 O. OC k r-- 29 -1 m 3 4 Ch a ~ E#f . m eg 212= 6. pesodoid juled Aoue,xe luelueoeldeJ Building Name Address Roof type wall type age repainting other ~ L&P service building 615 Elm Road 4:12, metal 1989 2005 metal 1989 Goehring 9002 266L JepeO 966L lejelu 'EL:9 eAv eUIEJOIN WOOJ;SeJ BAveu!EJOIN 6 4002 L66L Doonis 2002 lejel.U 'E .10 epis.le/\!El 3 OLL LUOO.IlseJ eA!30 ep!SieA!8 El 9002 666: JepeO 266L V\ICIda 'EL:Z uosdwo41 48 009 UJ00Jlsekl Jell]00 SJONS!A E L 9002 666L JepeO 466 L Imelll 'ELM uosdwolli 618 009 Jell.180 SJOUS!A 9L i 86ed 7002/El/£ 6ee Aq pelodeld Municipal Building 170 MacGregor Ave flat - soft built up 1985 reseal 2006 stucco 1996 Board Room 170 MacGregor Ave flat - soft built up 2002 stucco 1996 Police Department 170 MacGregor Ave flat - soft built up 1996 stucco 1996 Parks / street 600 Big Thompson 6:12, metal 1997 T-111 1998 Fleet maintenance 575 Elm Road 1: 12, metal 974 seal 1994 metal 1974 Water shop 577 Elm Road 1: 12, metal metal 1974 ill Storage building 640 Elm Road 2:12, metal 976 meta 1976 4002 Doonis *008 :el# 9 sel6u!49 eAV JOfieJOOBIN OZ L illoonsehl *Pig led!0!unIN 01 9861 ele.louoo 986L Imelll 'eleJOUOO eAv UJ04MI3 ;seM 1110O4SeJ )ped lue58Jl L L *002 ooonls t'002 lejelu 'EL:E LUOOnseJ eOUBLUOI.led n 8002 8002 imew uo!11!Aed eOUBLUJOped 9 1 Z66L 6686L sei6u!4s Uelldse ep!SJeA!1:1 3 €88- LEE xeldna ABJJnIN ZI Facilities Maintena c s by structure EERING pesodoid wn of Estes P pelloi - lell Ja el01!0 XelumS 6£ 1 esn04 el04O Xelums 81 & S & C) g 86ed ¥003/3 1/L Bee Aq peJodeld Facilities Maintenance --Projections by structure install replacement w~Il)~pe |~e ~~p~nueg other 19 Fish Hatchery House #1 1701 Fish Hatchery Rc asphalt shingles 2000 stucco 2000 20 Fish Hatchery House #2 1701 Fish Hatchery Rc asphalt shingles 1999 siding 1999 21 Fish Hatchery House #3 1701 Fish Hatchery Rc asphalt shingles 1994 siding 1997 22 Brood House 1701 Fish Hatchery Rc asphalt shingles 2001 Stucco 1978 2004 23 REO garage 1701 Fish Hatchery Rc asphalt shingles 2002 siding 1975 2004 rebuilt 2002 24 Parade Storage Building 1701 Fish Hatchery Rc metal 1978 metal 1965 2004 25 Records Storage Building 1701 Fish Hatchery Rc asphalt shingles 2004 stucco 1965 2004 26 Museum / NPS 200 4th Street 2:12, flat 1992 2004 siding 1992 2004 8006 6uipis 866k seIDu!4s uelldse leeJE 414 022 JeweO Jolues LE 2002 6uipls 2002 sei6u!4s ;lelldse iw *JellOWH tls!:1 09£ L UlnesnIN OJPAH 83 2002 Sulpis 2002 sei6u!49 lielldse )El MelloWH 49!3 09£ 1 801#00#H 62 2008 6uiP!9 2002 selauNS ;lelldse )16 AlelloWH 49!:1 09Z t esnoH OJPAH OE PUBLIC WORKS ENGINEERING Town of Estes Park Building Name Address Roof type d TOWN OF ESTES PARK TRAIL SYSTEM MAP -IM ESTES PARK TRAIL 141 2,/ /32 SYSTEM COSTS .lit 1 inch equals 3,896 feet :5 r LAKE ESTES TRAIL, FALL RIVER TRAIL, FISH CREEK TRAIL it JANUARY 2004 TOWN EVRPD CDOT GOCO LARIMER BOR TOTAL 6 4,050,000 120,000 1,250,000 200,000 150,000 70.000 5,840,0000 -IJ l * BOR donated land for Lake Estes Trail use. .l ~1\ C Legend r . EXISTING 13 MILES -2- 1,1=<7~534 = a FUTURE 13 MILES 1/ 0 ~ TOWN LIMITS 26 TOTAL MILES -- 4/ f ~ - fishcreek 1, 9, 'Po 0 * 9 FALL RIVER ~ . . I - 34 -- KF F' TERAI· .RAINE A. <09' 07#gax=*D / 36 .. .r r-tr 1.17 - 4. ff - y. ve , 1(70' '-1 1.-.-I. >=ir 0-* .I 44 9 4 + :277 k He'n-c-, - c b.b 7*J =t..44*2111&.v / 1 Y \ 1 M / T-W 1 1\\~1/1 43 - C71 -r-N . IMSH CREEK / TRAIL TIE TO • 273 , ioMER 40USE A OUNTv TRAIL 0 9 \1 6 rte 2004 TOWN OF ESTES PARK - - TRAIL SYSTEM MAP ESTES PARK TRAIL 141 k 'Ung-47 SYSTEM COSTS / 4 2 1 inch equals 3,896 feet , f 0/~ < LAKE ESTES TRAIL, FALL RIVER TRAIL, FISH CREEK TRAIL JANUARY 2004 TOWN EVRPD CDOT GOCO LARIMER BOR TOTAL | 0 1 4,050,000 120,000 1,250,000 200,000 150,000 70,000 5,840,0000 _J ~ ~ < Legend 1 V,1 -3 Le. LA : 5 1 9 -4 - el== EXISTING 13 MILES L.' \ 901 r- - 0 .-4t r 1 'YN FUTURE 26 MILES 14 8 - TOWN LIMITS - FE:1 Pell 1-2¥ r v UAL.K rit·vr€R . Aff UN h . . 4 . 34 a 0 . 18-1 ¥ . t¢13: 36 43-/,9. 0 7,46 r. C>. P r 7.4-ifip,*FI 1 -'Cs <~04/'12fl£"~Id 1 tr~ '4 9/, k 0 .01 hj 4 e..i Tr.4 4.4 M <. 5 5-t. i. e 2:>,r L j -/ \ r-N U t t >40 - 11 - 493% * < 4·,l h<-h / 07 V\ .1 17/, '«-1 44-024 4 04.1 e L r-, 7- i 1 r l . » 94% »-3/ 1 . Ill . k 1 ty /f . .. 11 A Fm\¥ . - rft 1 / An I <3#/ ~ lrMA,6-, f %4% P 4 lit · , _2r~ pj > -1~f 32 2 ':*1\!ADett- DR. ·~--~ -9760/ 4 v U ul=f . 7 240&-0 ./ /1 1 4 -. 434 /4 11 f,/1,4 fl. Ce (9 1/4 A Ill Fr. i~ f - f 2° , 1 - 1 It W ) / 49/ 94*= fo< %=2/ 16 . -42.53 1 .. 1 111 -1 -k. 71\ #=4\ ~a 1 -jfl · ~f )) Ve /0 -j . PROPOSED PHASE 11 FISH CREEK TRAIL o mt W #'B~OOK 4 /0 . 0/ li /,4 3*==aL 2/'' he/h c>J~ - .1 . . 6Ld=_=-_221- lili 1 -5 E ' 1 7 1911 0 C L 0 c r49,- 1 6 Ckll SCOTT AVEA Cg/ i ND \- 60' R.O.W. EXISTING TRAIL ~ . PROPOSED TRAIL .........•.•••• h ASIOCOSED TRAIL PHSASEEM3 CORNE#STONE 0 250 500 TOWN OF ESTES PARK ENG~ZRING & J SCALE 1"=500' 487 SOUTH ST. v....iv (970) 688-2,658 SURVEYINa INC. BY: JLR DATE: 01/14/04 ESTES PARK, CO. 80617 Ny' FAX (970) 584-2459 FILE· 203_Town_of_EP'Bikepath-Exhibit.dwg 0 9.0 f-CP '\D-il[~11= clt{~01 Inhibit.d.,1,19, /~ 93!391 1 9,-°·4 1, 2 f 921)--14///9 0=@ 2 1 90 i ./9 ~0 42% X 1 %'€>-9 92; 4-03> /r 4/0 ul r 47, un re f 0 4 90> 0- *E 1 (41 . 00* 5 9 4 - 70 tb 'AA-0-hi ,09-4 0 0 ©o am 009 S 0 , 9.03.- p . LJO I V oket 41 000.,~32. 4 : 8 0 00 ji B.00, 4 90 0 · 4 4 a ® d 0 M iF 0, O Z 0. I< . 00 M. D 1 0 W LU © lu 21 C/7 4, ek 41 21 Q . 9 =506 WO 9 9 e 0 Cks W W 0 2> 0<' 0 0 0 0 0 0 - 01 m 0i 0 0S O- 6 0 0 GO . C .8 Z @5 0 W u.15 CE S 04, :1 6 0 WE@' 13 09,2-999 (ru·- 09 0 +Ind SNISS Do/,kno 3170 Blr 2 RIVERWOOD 4 SEASONS ~rus. 34 8>» 04044 0 ~ IN319*9 1IVE!1 0390dOhld 93HV 1 STREAMSIDE CABINS £ 39VHcl lIVM-L WEIAIhl 11¥3 511¥AA ONINIV£321 /N >IMVcl 93193 30 NM01 '~~ = 31VOS BIP D!qNX341ectaN!6ld)10-uiol-Coa 9 :Elld NICKY'S NOLDOO¥ 83AW 1-ly.J 9+ Cs:j Lt M 1 1¥ NNI @3Alhl -11¥3 3@ALNIOIN-S3WVr ¥38¥ IN)M>INVan N011¥AVO)(3 9NlanD Hl¥@ 3)08 03SOdO 31n08 31¥NB]11¥ 1NlIN35¥3 ONI WOODLANDS 6 o PA $ 4 0 8 0 7 8nS Message Page 1 of 1 Bill Linnane From: Laurie Button Sent: Thursday, July 08,2004 2:24 PM To: Mayor Baudek; Richard Widmer; Randy Repola; Tom Pickering; Dan Speedlin; David Habecker; Bob Goehring; Greg Sievers; Wil Smith CC: Bill Linnane Subject: Performance Park Landscaping As you know, the Public Works Department has been working with Heath Construction to correct some landscaping issues at Performance Park. Due to sod requirements, the sod replacement will be done this fall; we will not seed this summer. Randy DeMario, president of Heath Construction, was very agreeable to the deadlines we have set, however, it was mutually decided that sod placement in the fall will provide better long-term results. We wanted to keep you updated as to the situation. Thanks and have a great day! Laurie Button Office Manager - Public Works Department Town of Estes Park P.O. Box 1200 170 MacGregor Avenue Estes Park, CO 80517 Visit the Town's web site at www.estesnet.com 7/8/2004 THE MUSEUM/SENIOR CENTER CONNECTION .... ~ IS'.~#.. =2*dE~21 ?2' 4' Ai 3, h. · . ·' r r.. . .. d . 1.»9. - f , .0~1 jl~ .~4 .JA/Mfl-= i.,-~~~- J. Elt 1, ..09 4.4,.f ri.em 44 ti.1--- in:t ' 't 4..... tj / r t 1.45 T. ..114 . , ' , 4 Y# PA,3.- l; € · '1~ , 1 A '.trt;,~ 1, <13&21'...AS:. '1~ , ; rt*~·1 1 . 1 ....5. " f.- i· ..1 - £ A .4 - i *1.t - r .. 4 ARK 7. . - 1 ..h r , t l"I -../ 1% 7 . 4. ' ... 1.... . , I I . The Greening of the Gateway Sign 4 . :10.1, .,f. 4 '21 .......49 -4.4 ' L i.~ 4 , re.- h.1 . 342 7 ~ ·· ° 9*h» ' .. j©2 Afj'goll.jig' .MA Ju ~iNE'YAWK -92(9-24.,IriplNl -4 -1 -pojAU.---1. 4 1 1 /.- -- 1113=. -U:2-1- .feadl - A i p.-# ..4 .. I .- - ./ J. I . Perforrnance =h _ P- - 31.~':·iL, (.0,'?-t~~~'~ w,-{2.-17- 10 lili . ' .,4. Park 4, .(6(94..· -1, *ff' 1.t my, .4.:1 4* i p YM'ru- 1 /:{1 tu • 'Bvb.Y '\ 9 I. ' 1.-PR 1-:2 -A,·.68&19/INO/'gli. j.:40 Progresses 1Z 4 .4-9~4< Wy · loys te *· 'I>. 1%¥e,Ek.:girl %~4. u¥ , .·-*.jr 4.,.3.> ti~'.9 '*2---:. -~ -rp:56 ' .~ 3 . --»: + I ·, .t·'• f./M# la Pt• -NE•.' 4 317 · *2 ..t f I ·. ...:Ii·*>.4...hipj" . I. A..4 . -. - · N 'e![&~222 em M.~L~ .·r~% 2·,1.: /NAm~~' ,&.9 lit>~ .%4-1 * 1. 1 ·' i.t, 1/31 v .It' 0 1, '·Mt'·'··ViliaL *,7 £-"W'&W *i'/t 4 1--E- 0 14.1111110/. ---- )--- 1 , -T--- 4 . h.. 0. .. · ¥4: 18/4 44.· j4%#f ..fi f m .9 -.. 44 1 11 11 _ *4 % 1 n , r. ,- - 1 lili 8111 4,41 IIi \ .---I./-- * : 4#11 i 1111111 'RI* , i 't k. . . Town Clerk's Office Memo To: Honorable Mayor Baudek Board of Trustees Town Administrator Widmer Media From: Vickie O'Connor, Town Clerk Date: August 18, 2004 Subject: Meeting Cancellation - Public Works Committee The Public Works Committee scheduled to meet this Thursday, August 18~ at 8:00 a.m. has been cancelled.