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HomeMy WebLinkAboutUNPLATTED CASCADE VILLAGE SKIER BRIDGECa: cc\de- V,\\c.'c1 <- Gt n qoh S\c CrQts Acco. A Subdttvtston I sEi \cc"\ os**JN{rYGlELof!|ng$r gesign Review Foard ACTISTII FORFI tlepartm€nt of CornmsnlV S€velopmeilt 75 South Fronta{e Rrad, Vaif, ls}orado S1657 tel: 970.479.2139 fax: 970.479,245? web: wtew.vailgov,carn Project Name: CASCADE WLLAGE BRIDGE CHANGE Project Description: Motion By: Second By: Vote: Conditions: DRB Number: DRB080022 Pafticipants: OWNER TOWN OF VAIL gO FINANCE DEPT 75 S FRONTAGE RD 0u28/2008 VAIL co 81657 OTHER CASCADE VILLAGE METRO DISTRIOz/o8/2OOB C/O DON MCLACHLAN 1476 WESTHAVEN DRIVE. VAIL, CO 81657 APPUCANT LONCO INC. C/O STEVE BANKS 01/28/2008 Phone: 303-620-0098 17OO BROADWAY SUITE 8OO DENVER co 80290 Project Address: Location: 1400 WESTHAVEN Legal Description: Lot: Btock: Subdivision: GLEN LYON SUBDIVISION Parcel Number: 2103-121-0001-0 Comments: RNAL APPROVAL FOR A CHANGE TO THE APPROVED PLANS IN THE STRUCTUML SUPPORT SYSTEM FOR THE SKIER BRIDGE AND ADDMON OF SHORT WALL AT THE WESTHAVEN BRIDGE AND A CHANGE FROM A TIMBER MIUNG TO A STEEL RAIUNG. BOARD/STAFF ACTION Action: STAFFAPP Date of APProval: 02/08/2008 Cond:8 (PLAN)I No changes to these plans may be made without the written consent of Town of Vail staff andlor the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building, Please consult with Town of Vail Building personnel prior to construction activities. Condl 201 DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion, Cond: CON0009775 Prior to any construction activities, the applicant must obtain Town of Vail Public Works Department and Colorado Department of Transportation approval of a bridge tralfic detour plan, Planner: Bill Gibson DRB Fee Paid: $20.00 Changes To The Approved Plans Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2178 tax 970.479.2452 web: www.vailgov.com General Informationl All projects reguiring design review must receive approval prior !o submitting a building permit application. Please refer to the submittal requiremenb for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review apprcval lapses unless a building permit is issued and construction commences within one year of the approval. DTcription of the Request: Location of the Proposal: Lot:_Block:_ Physical Address: Parcet tfo.! ZlO3lTlheV (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Owner(s) Signature(s) : Name of Applicant: Mailing Address: &o D a il"$D tu Type of Rwiew and Feer I ChanSes to Approved Plans Submitt l Requil€ments: For revisions to plans already approved by Planning Staff or the Design Review Board. $20 3 SeE of Plans Addressing Project Changes Signature of Homeowner(s) or Association Name(s) of Owner(s): #+# F:\cdev\FORMS\Permits\Planning\DRB\drb_change_to_approved_plans_ljage_10-18-2006.doc ***********************************************++*:!:t *t***{.*{.***************t+**+************ TOWNOFVAIL, COLORADO Statement ****++**:1.****'!*****{.******+*+****+***************+**'t(******:t *'t {.1.*i.{.*,t ******************'}**!t* statement Nunber: R080000105 Amount: $20.00 07/28/2oo8o2:25 pM Palrment Method: Check Init: 'fS Notation: 41173/L,ONCO, fNc Permil No: Parcel No: Si-t.e Address : IJocation: This Pa)rment : DRB08002? T:rpe: DRB-Chg to Appr Plans 21-03-121-0001-0 14OO WESTHAVEN Total Fees: Total- AL,L Pmts : Balance: $2o. oo $2o. oo $0.00 $2o. oo **+** + + + + t++*******************{.************i.i.:*{.X.***** ** * * * * * * * +++** ++* * +***'t'}:}* **'} **:t** * * * * ACCOUNT ITEM LIST: Account Code Da<nri nf i nn Current Pmts DR 001000031.12200 DESTGN REVIEW FEES 20.00 ?RINC'74L9 Staven C. 6anks, ?.E. Wilf iam H. Epp,7.E.,5.E. Ma*-A.HamouqEE. J.?.lllea 7.E. LOI\O, Ib{C Civrl, fr'ructural & franaporEalion Enqineerin1, 9ince 1962 January 25,2W8 Town of Vail Department of Community Development 75 South Frontage Road Vatl,CO 81657 Attn: Bill Gibson, AICP Town Planner Subject:Cascade Village Metropolitan District Westhaven Bridge and Skier Bridge Improvements Request for Change to Approved Plans (DRB Number: DRB050330) Dear Bill, The Cascade Village Metro District (CVMD) would like to move forward with the improvements to the Skier Bridge as we initially indicated last May. Subsequent to that initial request, certain issues prevented the project from moving forward, but these issues are now resolved and we would like to move forward with tbe improvements this spring and summer. In addition, the CVMD would also like to propose some minor additional improvements to the Westhaven Bridge. The proposed changes for both bridges are described with narratives, drawings and other relevant information in the attachments to the enclosed DRB - Change to Approved Plans Application. We would also like the DRB approval to be extended to cover construction to be completed by Thanksgiving of this year. We have also attached a check for $20 and. supporting information. We request that this application be considered by the DRB at their February 20' meeting. If you have any questions, please give me a call. Thank you for your help. A950CtNE1 D aniel J. gechtnld, 7.E., 5.E. Mlliam A. Dictnck, Y.E. Michael J. Yanku, PE. 'ru^6J^ Steven C. Banks. P.E. Principal T. Kassmel (email) C. Salli (email) attachments 17OO broadway guit e 1512, Oanver CO bO?9O t Thone (3OZ) 620-009B . Fax (3O3) 620-9397 1979 N. Mill 1r,raeI, Suitc 21O, Naparville ll 60565 . ?hone (650) 577-91OO . Fax (670) 577-9199 ' Bill Gibson . January 25,2OO8 Page 3 Attachment 2 Skier Bridge Documentation a. Description of Proposed Change b. Originally Approved Design (SB-1) c. Proposed Design (SB-2) d. Proposerl Trail Grading Ptan (SB-3) e. Proposed Light Fixture (SB-4) f. Other Relevant Documentation 17OO broadway SuEe 1512, Denver CO P>O29O t Phane {5OZ) 620-0A9B ' Fax (3O3) 620-9397 1979 N. Mill grreet Suite 21O, Naparvilla lL 6056.3 . Thone (63O) 577-91OO ' Fax (630) 577-9199 Bill Gibson January 25, 2008 Page 4 Pronosed Chanees to the Skier Bridee: In an effort to reduce the cost of the improvements to this bridge, a value engineering effort was undertaken with the contractor. This value engineering initiative identified a couple of proposed changes as listed below. None of these changes will affect the appearance of the bridge as originally approved by t}e DRB. The changes are: 1. Use BT42 prestressed concrete beams to straddle the existing double-tee girder. The original concept would have called for the removal of the existing double-tee and installation of steel girders (See attached drawings showing the proposed changes and the originally approved concept). 2. In lieu of a precast concrete fagade, provide a steel fuss. The steel truss would have natural stone applied to both sides as originally intended. The appearance of the frnished fagade would remain as originally approved by the DRB (See attached drawings) 3. The elevation of the bridge deck would be raised approximately 12 inches above the existing deck elevation and the trail on both sides would require some localized regarding (See attached drawing of Trail Grading). This regarding has been designed in accordance Town standards 4. The CVMD would like to add lighting across the bridge. The lighting would be recessed into both sides of the facade and would include light fixtures similar to those used on the Westhaven Bridge, but would be somewhat smaller due to space limitations. A drawing of the proposed fixture is attached. 17OO ^roadway guita 1512, Oanver C0 &O29O t ?hone (bOZ) 620-0090 , Fa,< (3O3) 620-9397 1979 N. Mill Ateet Suira 21O, Napewille lL 60563 . ?hone (630) 577-91OO ' Fax (630) 577-9199 ;-. : ouuft$& FYF s ,*, t. I : I t I I t t.| .i ,:: llt , :., ;:j t:l ,ti ti !': pE$m[ prrl A{gsm, 17h iBrnff rAg fuloE sPeclflcAflor{ ror pso.651Ri fi Desior-l lrEtiico: tsAD r*0T0n oEElcN Lfr€ LSaO: 85 PSf ?5DESIRUN :-OaO IA$UCAALE rO 63 PSf) AASffin HiiO Ui'lJl' vtHidlg S€AD LrlAD; ilC Ag n0?ilL lj,r0! 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AA0VE SPLICE l.e'lttctHg ${AL eE {i{CfigfdtD Ar.?0 F[RcA"l foR 3 BAR gUrlD!€S 33 P€RC$fi FOR + SAR BUIIDLES.\e# 8E6l1Or SCAI"L #S' - 1'-$' tookthc ErsY SR SE t{F tr fl,,c t6 ,r0 trl sptcs tEs tgR c s 6 c&rnfiE 1'-4'2'{'f-r'r'-w f-td {-r r' TPIS€ UTff?{ FF f,/ss 0 gx,xfrnE l'-t 1'-.f't'-?'f-l r',::f t^t a'-0'f-t1' 1 soio J '8fR 916 t+t!f6 fi l8 F Fq fr sEJCr nA ffi ur6$ B es8ftErl r:-s.'r'-g T.T 3'-A {:-?'d.f s-!tt .9P{r6 tFGI}r iS 0.Js 0 asrcffilE r'-i'{-f,f-t'2',- td t-t {d"5'-11'?'-{' Compg!qr-_[!!lln foqlcrlion c=c=c3 C}cf, theet Revisions CASCASE VILI"ASE MrIR0POLITA{.I DISTR{CT tri,ro l!ic'- OASCAIE VlLL'.{GE PRSPOSEO SKIE* 9BIOGE WIOEN'IIIG CENEFAT I"TTOUT Frojscl Flo./Ccde trcdiar Mtl 5/l2lt5 ltllid* 5gB fb B'rii!ftr F051 1S rsl uedfrdt {} SEi# 6/?8y'03 k{iolq DJ8 Fr,rI fu$it F'\!SCS\FQSi i *\drooingr dr*x,lt{e trg@rt rls tnri';r *'fi q st'i'ia ad3*iaa &iDc itasl r4*ta6 fty'rt{d:[s:isrs* Si8 kc*r,q fik Mc: Gillt-dYs!{i.ffdf;a vtn& ot..oier: EAB liunw!G g\rsl xv.hbc.lce6 v*. 21100 scd:r: A5 HftEi r.hgc: tFtci.lgi.l 'Sh|ri S{brgr S.:'rsi Sbertn:5B-t METAL RAIU'{G clFsroNE PROPOSEO RIVER ROCK IIEHEEF, 'YP, PROP0SAt ARCH FAC{DE (suPPoRrEo 8Y srEEL IRUS€)sr 42 PEESTRESSED PROFOSED CBO88 SECTIOX COI{RETE GIRDER PROPOSED ELEYATIOT (Loot(lrc sourH) (LooK[{d wESr) Project No./Code CASCADE VILIIGS PROPOSED SKIER BRIDGE TVIDENING EIIVATTON AND SECTION t"{d vsr. 2OO0 Scolc: AS NOTED Unns: lHlLEri ii€ar"t;*n MATCH EXISIING ,-'_-u,o/ _---' -r. {,?-ff ,tl$2 ;lo"/ -,' \s ./\\ *r:*w.i*{ .:;},t' V&tSl7 ",/" /. :- ,T) ral o PROPOSED TRAIL GMDING - SOUTH ABUTMENT MATCH BOS4 EXISflNG GRADE EOss 8056 8055 E056 8055 EO54 8052 8051 50 SAWCUT AND REMOVE EXISNNG PATH AS NECESSARY TO ACHIEVE 5" MIN THICKNESS MATCH D(ISIING GRADE 8052 8051 40 SAWCUT ANO REMOVE EXISI]NG PATH AS NECESSARY TO ACHIEVE THICKNESS OF ASPHALT VARIES 3" MIN THICKNESS LEGEI{D @ ruw seHllr pAMNe, THtcKNEss vARrEs (J in MtN.) PLACE IN 3" THICX LIFTS. @ cmver- sHouLoER (z FT MrN. wrDTH) @ o in couRncrED RoAD BAsE @ coucrcreo RoAD MsE - THrcKNEss vARrEs WIDTH VARIES 10'TO 20' Computer File Informotion O C:)O O - Sheet Revisions ./_. 1-----\t r. I I vr{ nfrNornEV CASCADE VILLAGE MFTROPOLITAN DISTRICT BID ISSUE BRIDGE IMPROVEMENTS PROJECT SXIER BRIDGE TRAIL GRADING PLAN Project No.,/Code Cnotior Dot!: 06,/25lO7 ktitiols: MAB No Revisions:Logt Modificotion Dole O1/25/0A ffiiab; OJB I(-)M-() ru.-- Full Pqth: F:\20o5\Po51 16\DRAWINGS\SKIERDWGS csdrtrE EtlrEEis 17@ m^oa t grtE o oomt' co(ollD &2'o (Joo lao-@l Revhed: &siqner SCB Siructun NumberE Po51t6 .l Shelt Numbrr . OF. : 0roeinq nh Nom.: TRAIL GRADING PIAN.OWG Void: MAB Drtoilec Acod Vcr. R2004 Scole: AS NoTED Unib: ENGLISH She€t Subscl:Subset Sheets: 5B-3 'BEGAruS Architectural Lighting Fixtures and Products Page l of I S€ml-reo6$ed tiritlr shielded light source Designed lor low mounting heights for interior and elderior localions featuring high output asymm€trical light distribution. Recessed lumlnalres wlth fully shielded light sourc6. Di€-casl aluminum lacepla@ and tempered prismatic glass l€ns. U.L. list€d, suitable for wet locations. Protection class: lP 64 Finish: Standard BEGA colors. Lamp 2926P cEE (1)l3wcFquad-2p Accessories Description 610 C,oncrete Protection C,over LUMEN 860 AB 9 1n 2 st4 . Specitication Sheet . Submitlal Drawings . Photometry . Application Photos . Estimated Lead Time Copyright 2005 BEGA/US. All rights reserved. :l*.*!J \",1 http://www.bega-us.com/productdetail.aspx?groupid--41b&itemid=3648&familyid=13 ll25tz008 Page 1 of 1 Steve Banks From: Bill Gibson [BGibson@vailgov.com] Sent: Monday, June 04, 2007 10:21 AM To: Steve Banks Subiect: Cascade bridge changes Hey Steve, Here are the comments from the Town Staffs review of the proposed changes to the Cascade bridges: 1. Provide a grading plan for the bike path. 2. Is the loading rating of the bridge still at HS-20 with the value engineering change of keeping the existing double-tee? 3. Submit construction documents and a public way permit application prior to start of construction. Please respond to the above listed items by no later than Monday, June 11, 2007. If you have any question please feel free to contact me or Chad Salli with the Town's Public Works Depatment. Sincerely, Bill Bill Gibson, AICP Town Planner Town of Vail 75 South Frontage Road Vail, CO 81657 (970) 479-2173 (970) 479-2452fax 1t2512008 . l',+r':rf':rg i!fijaii i;. tiitif-,j. r,t, 1;.1! irrirl ii {f//.i i?11 .1. !,lni.r:. n. q,nL{i::j,:. itii..ll Eli:;. :if.lre, IhTC r'lrriJi i:!:r..: :rilili: ,: .1?i a::i"i! ). li al.ia i4| i/: i.! ,\. t)li ,!'i:,\ ltl; tr.i:iillari.t, rr , I, r::1 Civil, Structural, & i'air*porfatirr {l*neriti4 q *er\ii{eu 1inrc. ":9!*i2. June 9, 2007 Town afVdl Dr:partnrent of Conruruni ty Developrncnt ?5 South Fmnlage Road Vail, CO tl1657 Attn; 'Bill 0ibson, AICP Town Pianner Subjeet CaseadeVillagelVetropoliranOistrict Skier Bridgc knpnlvenrt.lnL! Rr:quen for Chunge t* Approved Plans DeirrBill" ln nrsponsc tr'r your ernail of 6/#$7, we have the following responscs: 1- Prur{d* r grading trrlan l-or the bike ptrh. Itesptnse: A lypicel s!'ction, proSxrse.d proliles and prcposed grading for barh unds ofrhe bridge ar* afmchcd. 2. I,s the lond rlting of the bridgo $till at FIS-?0 with rlie valuc engineering charrge of keeping the cxisting double*fee? Response: \-es, the load ruting of the proposed bridge is !rert$.than HS 2S, witht:ut the wintertime snow loading The existing double-tee rvill remain in pluce but will anly supp$rt exirting utilities, it won't taks any olher fve k:rad" 3. Submit coniiuuction documenr* and a public way permit *pplicalion prior to the stilrt (}f construction. Response: Constructiein clocuments and a putrlic way permit applicarion will be submitted prior to the $aLrt of consfucdan. Fr\?{XiS,?0S116 , frr.lcade Villug:L9kier t}ridge Valur Engincrirgrgibson0S(S07"dr:r"' i,*l'!Ci), ir{)., 1?OQ ?:ry:arbtay, ti:!t+ i{:ii,lhLvor lp 8C23{} fhorv: Ii-)'1.{t?i1).f;,39]' + t:n::: .}iiil li?t:).i.1:7ij'1 r {..inaii: it ;ttllr{1(c.t:orr: t Ne*+i|ie: ti'*w.lt)r1(ai*:n Page I of3 Steve Banks From: Steve Banks Sent: Friday, June 08,2007 2:42PM To: 'Chad Salli'; Bill Gibson; Gregg Barrie Subiect: RE: FtE: Cascade bridge changes Chad, Yes, we have been coordinating with Vail Resorts and the bridge is desiged to the same criteria as the Lionhead Bridge, i.e. 3 feet of compacted snow (150 psf total snow load) plus the snow cat. At Vail Resorfs request, we have used the Pisten Bully 100 criteria for the design. This is one of their smaller cats and the one they plan to use to groom the trail. Please let me know if you have any additional questions. Thanks Steven C. Banks, P.E. Principal LONCO, Inc. 1700 Broadway, Suite 1512 Denver, CO 80290 (303) 620-0098 (303) 620-9397 tax From: Chad Salli [mailto:CSalli@vailgov.com] Sent: Friday, June 08, 2Q07 2t29PM To: Steve Banks; Bill Gibson; Gregg Barrie Subject: Fwd: RE: Cascade bridge changes Steve When the bridge is loaded wlth snow, will it be able to handle the loads of snowcats? Chad Chad Salli, PE Project Engineer Town of Vail - Public Works Office 9701479-2L69 Cell 970/376-2389 Fax9701479-2L66 > > > Bill Gibson 06/08/2007 2;25 PM > > > U25/2008 ,-J '- Eacle Fltvrn t: WnreR & SarurnrtoN DtsrRtcr r : | ;,.:ri:i: SL*.1 ' trit f,:i+l,r,jit i!1, ,.r' iil;'ili 4 /i-l '1i*ii ' ::' .'!l i:; d:{:r "r" : I June 16,2l)07 Nlr, l{tercn O. l}anhs, Pli 1"()l)'ltl(), luc. i700 Broldway, Suite Iil2 l)e r:ve r, Cf) lt{}:g$ Sub.iectr Crucnde Yill:rgc Skier llridgr Crossing Dear &fr" Ban( s; 'l'lli$ lctter is tu inJirrni _v'.or1 thui Ceinstruction I'lau Appr*vnl hrs becrr grarrtcd far {ho lbcvc-refbrericcd pr$jcat. -l'he District will requirc tlre subrnitkrl of thrcu sexs nf plar'rs, rlnc wtt-sllmpcd, t'or our files. -A n:andatnry prc-oon$irur:tiofi nrcsti!1g ir reqlirerd to ir* held at least 48 hours pricr t* conllnencement ol' cortsh uctir:n. *lt is assumrd that pLrrs $uhmitterJ rvill rell*cr all re<luiremcnts a$ slatetl in the District spccificati*ns {'irr rvatcr and sewcr lincs. Any aversigh{ hy thc Construction Rer;icw leam during thc revierv process sh;lll rtot he odnstrucd as pernristion t$ conslrucf snything that does not &dhero to the District *trnelard spe*ilications. The Digrrict Ini.r$t gra.n{ any ileviirlicn l-rom Dislrict stun rJu rd spcci Iications t hrough w'ritte n app iov.,al. Please do not hesitate lei conttcf tne 1r'irfr any ildditionll qrrcrsllons. Sincerelv. *.r f= fa. ,",: I t.llrL- \+1" l: -: i: ' ii I--)l 1!' ,l ,i;1 i * :*ii, li, ' , ri ilL I ! r+r i -*'-'"*'** i I '*., -^'".^*-* '; h*B"br0,' f'red $. l laslee ltegrrlatierns Adnri nistrator Rolry f crsyth Chad Salli Projcct I;ile \'t'l.ajt;.i, WL:i rt r.,.;ii:.*. Oi r.ciot tt:tu::, & l*l!,i.jaait t'rJ'| 3i_11!,,:a;t j,N Bill Gibson Janumy 25,2008 Page 5 Attachment 3 Westhaven Bridge a. Description of Proposed Changes b. Drawings of Proposed Changes 17OO tsroadway guit'a 1512, Ocnvar CO &O29O . ?hone (3O3) 620-0098 , Fax (3O3) 620-9397 1979 N. Mill Sr,re6tguita 2lO,Naperville lL 60563. Phone (630)5n-go0 ' Fax (630)577-9199 . ' Bill Gibson . ' January 25,2008 Page 6 Pronosed chanses to the Westhaven Bridse 1. The addition of a short wall at the Northwest comer of the bridge to better protect the public from a drop off on the far side of the bridge wing wall. The proposed wall would be anchored to the wingwall and would extend from the pilaster at the end of the bridge, 10 feet and be 3'-9" high. The wall would be constructed of reinforced concrete and would confomt visually with the concept used on the bridge, i.e. the wall would have a similar limestone cap and natural river rock veneer applied to its surfaces (See attached drawing WB-1). 2. The CVMD would like to replace the steel and timber railing on top of the bridge walls with an all steel railing. The timber weathers relatively quickly and a steel replacement will be more durable and provide a better appearance will maintaining the same degree of safety. The CVMD would like to replace the existing 4" x 6" timber with a 4" diameter steel rail which would result in a similar appearance to the railing on top ofthe new facades, as approved by the DRB. If a round steel pipe is not deemed acceptable by the Town, the CVMD proposes a rectangular steel tube. As part ofthe proposed change, a capstone would also be placed on top of both interior walls (see attached drawing WB-2). 17OO EroaAway Suite 1512, Denver CO BO29O . Thone (5OZ) 620'009B ' Fax (1Ob) 62O-95W 1979 N. Milf Street Suite 21O, Naverville lL 6O563 . Thone (63O) 577-91OO ' Fax (630) 5n-9Eg - = J E E ! 6 7 .E e 2 3 I .; t-L 10,-0" NEW CONCRETE WALL 8'' CONCRETE WALL +A{A\e, {tli) ty'z" loreele- fuucr ROCK VENEER +s@ rz'tfip) TOP OF EXISTING RETAINING WALL TOP OF SIDEWALK TOP OF SIDEWALK DRILL AND GROUT \, REBAR (/:6" fmbeimear) EXISTING RETAINING WALL ol SECTION A A \ RocK VENEER \ RETAINING WALL Project No./Code WESTHAVEN BRIDGE ADDITIONAL WALL - NW FACADE & WALL coNsulltxc E cr.rElEFs 1700 moaD*AY gjllE DEWER, COLOR !O 40290 (3Ol) 62D-6S8 ,a\ FsSl tmrw\@17 CASCADE VILUGE MTTROPOLITAN DISTRICT O O O O O Creotion Dote 07/08/05 lnitiols: SCB 1 1/07 Initiols: SCB Full Poth: F:\2005\P0511 A"od Vu" Scole Unit!: ENGLISH lJts-I E ,i 9 i -3 ! E E E ii E E E 1 E 6'-r "+ STDEWALK CAPSTONE PROPOSED CAP STONE 3X l-O EXIST. ROADWAY GRAOE ALTERNATIVE PROPOSED MILING 6'-1-+ SIDEWALK STEEL RAILING STEEL RAILING CAPSTONE CAPSTONE I ARCH FACADE WITH RIVER ROCK VENEER, TYP. GORE CREEK FLOW EXISTING SECTION (rooKrNG souTH) PROPOSED CAP STONE 5"x 1'-4" NEW STONE VENEER PROPOSED CAP STONE 5"x 1'-4" NETT' STONE VENEER Comouter File Informotion O O O -O Sheet Revisions --\rS\A t- -\r. I t v'i, rnar l,tFffi17 CASCADE VILI.AGE MEIROPOLITAN DISTRICT As Constructed WESTHAVEN BRIDGE PROPOSED RAILING MODIFICATION Project No./Code Creotion Dole; O7/OE/Os lttiliolst SCB lb Revisions:P051 16 Lost Modificotion Dotq O1/25/OA hi$olc Sca _Kl\[,.u lru._ coNsultilo slGlNEERs 1700 Bf,oADs,AY SUm 151' DELrER. mLOi,rOO 30290 (3Ot 6m-Oi,98 Full Polh: F:\2oo5\Po51 l6\drowinqs\SKlERDwgs Revisedi Void: Desigrur: SCB Structun I'lumbers orodnE tile ilome FACADE&WALL.DWG Detoiler:MAB Shect Number Acod Ver. Scole: Unit!: ENGUSH Sheet Subset:Subset Shects:-7 #l{!u*rlrr €l4tFl&t{r Design Review Saard ACTI$]{ FOR!4 Ospartmsnf of Communlty Deyelopmant 75 South Frsntsge Road, Vall, Colorado 81657 tsfi9Xl.47S.2139 faxi970.479.24Se rryeb: wsrw.vailsov,ccm Proiect Name: CASCADE SKIER BRIDGE CHANGE Project Description: DRB Number: DR8070235 FINAL APPROVAL FOR A CHANGE TO THE APPROVED PLANS TO CHANGE THE GIRDER TYPE AND SUPPORT SYSTEM FOR THE ARCHED FACADE. ALSO REQUEST AN EXTENSION OF DRB APPROVAL FOR ONE YEAR Participants: OWNER TOWN OF VAIL C/O F]NANCE DEPT 75 S FRONTAGE RD VAIL co 81657 0s13012007 APPLICANT LONCO INC. C/O STEVE BANKS 05/30/2007 Phone; 303-620-0098 17OO BROADWAY SUITE 8OO DENVER co 80290 Proiect Address; Location: 1400 WESTHAVEN Legal Description: Lot: Blockr Subdivision: GLEN LYON SUBDIVISION Parrel Number: 2103-121-0001-0 Comments: BOARD/STAFF ACTION Motion By: Second By: Vote: Conditions: Planner: Bill Gibson Action: EXPIRED Date of Approval: DRB Fee Paidr $20.00 Department of Community Development Z5 South Frontage Road, Vail, Colorado 81657 tet 970.479.2t28 fax: 970.479.2457 web: www.vailgov.com General Infurmation: All projects rcquiring design review must receive approval prior to submittinq a building permit application- Please refer to the submiBal requirements for the particular approval that is requsted. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be revia^/ed by the Town Council and/or the Planning and Environmental Commission' besign review approval lapses unless a building permit is'tssued and constructaon commences within one year of the approval. Desc{ption Request: Location of the Proposal: Lot: Block:Subdivision: Changes To The Approved Plans Application for Design Review o Fl gt o \, o N w r .. r I Physacal Address: NaT a<5lq vt er{ parcef No.: Z\O3lZ lWlO (Contact Eagle Co. Assessor at 970'328-8640 for parcel no.) Zoning: Owner(s) Signature(s): Name of Applicant: Mailang Address: E-mail Address: $20 For revlsions to plans already approved by Planning Staff or the Design Review Board. 3 Sets of Plans Addressing Prolect Changes Signature of Homeowner(s) or Association 7qA EGEilVE MAY Z 9 2OOT rowN OF VAIL Name(s) of Owner(s): Type of Review and F@: fl Changes to Approved Plans submittal Requirements: F:cdev\FORMS\Perm ts\planning\DRB\drb-change,to. approved plans 1 page 10-18-2006doc **++**X'*******:*+'t*!****!**********'t*,1***********************************'!*****'***'**********!t!t* TOWNOFVAIL, COLORADO Statement ******it*****+*+*+*!**,t**'t't*********************r.****+*+******************,t*******'************ Statement Number: R070000822 Amolrnt: 920.00 OS/30/ZOO7L1 :29 AM Palment Method: Check VII,I,AGE METRPOLITAN DISTRICT IniE: JS Notation: 2539leASCA.DE Permit No: Parcel No: Site Address: Location: This Payment: DR8070236 T!4>e: DRB-Chg to Appr plans 2103-121-0001-0 14OO WESTHAVEiI Total Fees: Total AIJIJ Pmts : Balance: $20.00 $20.00 $o. oo $2o.oo +*+********:****************!****,r****************d.**********************,*'t'tt:***t**'t*'t**,*,F**** ACCOI,]NT ITEM LIST: Account, Code DescriDtion Current Pmts DR 001_00003tL2200 DESIGN REVIEW FEES 20. o0 LONO, II{C i,,,, :. ::.f la,!ti1",-.:t.. 1.,. 'i 7,7.i;,;,:1;1 -t, .1. i;r t-...) 1,.,...)ii. a,.i,':.)i'.-i; i,a:' .,,:tra: ',:J!a.:;1 Muy 39. ?(X)7 'lirwn of Vail Dcpanment of Cornmunity Development 75 St'uth Frontage Road Vail. C0 til657 Attn: Bill Gibvrn. AICP -l'own Planncrr Subicct: CascadeVillageN{ctropolitanDistrict Skier Bridgc lmpn)vements Request ftrr Change to -,\pproved Plans Dcar Bill. 'Ihc Casc:idt: \ril]r,qe N'lcrropoliran Districr has idcntil-iecl fundins lhitl $'ill cnablt'thet]l ttr pr()CeL:d wirh constructiorr af thc Skjer llricigc Ilcpi:ree llrenl this ,vear. As pitn 0l this iievclrpnrent. rvc haye gone through a r.alue engince rirrg citi.rrr *'itir lldward Kracnir:r and Sons. Lllc L() trirct(ll. in iLtt t'l'llrn lrl tttinitttize c,,rsls. This ralu* cnginccrillg lnrliarive has iticntilled l cl)upic ol proposetl r'lrltngcr'' e; listed belolr'. Nrute ul llresc charrges rvill aflcct thc appearuncc o.r- ittt'tct i(ttt uf the hridgc as (niginuli\ anproved b1'thc DRB (DRB Nurnbcr: DRB()-5()3.10). The changes utt: l. lJsr BT"ll prc-strcssed concrere bcams ro srnrddle thr cxisting doublc-tee girder. The oriilinat concept would have cJled lor the rcnroval ol thc cxistjng double-tee arrd installation of steel girdcrs. 1.. ln lieu ol'a precast. concrete l:iqadc. pnrvide u stccl truss. Thc steel uuss would havc nutural sronc applied to both sides as originulll'spscil'ied. 'l hc appeirance tll-1he linished fagade rvould n'r'lrai n as originally appnrvcd bl the DRtl. 3. 'l'he e:lcvation o{'the bridgc deck rvrruld bc ruised :lpproximatell' 12 incht-s lbove the existing dcck clevation anrl thc tnril on both sidcs would require sonte localizccl regrlding. Attachccl Jre two druwings. the llrst is thc rrriginal conccpt u'ith stcel bearns and a precirst f()ncrete I aqacle:. 'fhc sccond depicts thr proposr:d rcvisiotts listed above' \\rs would like t1 6btain an elrrcndnrent lo lhr' DRB appror al frirm the '['ou'n to intplcnlent these chaugcs a1d to extend the l)Rts approval to covcr constltrclion to he c(ulph:ted by Thanksgiving this veu. Ft\l{ ll)-i\f,(}5 | lt' - Cil\rj.rd( \'illirs.'r(jor{x'u':!irtll xdlnilr\(iln'fsFu)dlu.CJetr"t'.l"it-'.,',lii: lq(l;-(ktt We have attached u forr-n 1-rrr'Changcs to thc Approvetl Planl Application tbr Design Revit-rv" l!'vou havc Ji'l queslions, plea.se let:l free to givc tne a call ft t /? l,j t_ \')*lt Steven (l- tirnks. P I'. Principai ,\tt,tchtrteutr' Prnposcd ttvi: ionr drawing Olrgi:ral plan Clt.tnqer tti the ,\ppro"'gd Plans ' Applicatiorr tcr Dosign Review lrr't Ktsrrrr,".l . Ir,rr,u oi- V:ril I)rut N{lchlrLil rllir: (;rsl';tdc Villlrc \'letlopoliltn Disttict |.:,iir)5\PiJjl|('.(].|\nL]f\i1ti|gc\.(in}trU.1Ill)lid|]|ill1(int.'\P(illlD'('.]eIic](i1 !,I,ti:1.i. i..., 1..1 ).'' l]-,LJn*,::,,- :'ii,ta t l:jl:.-, ",.'tjr..'. :: .) 4: ''-' ta: .,i,..ra: .1i .1.a:.::t.t .-i ,:1.- . ',:/rl FROPO6€0 FVE iOC|. v€frEB. rYP- PFOPOSED EI.EYATIOX OF UDffi $(GN ENDAE orornc rE r) gr a? PnE$nESSqo cd|Rm cnoEn PnoFoSED GAOSa 3gCTlOr of uplxlD erti SnDoE (LooENo sqn ) Comouter File hformqtion a cns cAscADE Vlt.ltGE IIETROPOTJTAN DISIRICT c sc^oE vlLlacE PFOPOSED SI ER BRIOGE WID€NING EtEVAlot{ AHo SECTTOI Projcct No./Code 01,P05l t6 Frs -l{.J{ll a -) SCBI$r.nd lt.ilk E8ltul6 tij trn CE{LAr€{-orrG rdd b. 2000 lc.L:lr! g!!dt | $bd gt.t! lr l€ lff t r E p E h S. EN zd, ;* E6 t_5t $E cf cc xf Eli tln fimrffiffi lvs :Eic 5EE !n$tr f ::: * dfi; s ;ii$HH, ut aflEcl EHfrii It : ra $ TE3 E i.t fio E t !t dl I E FESE 3 EfiE! *F E,"E q: E$38 EE uBF El;5 fillg -f;E iF Fs FA I EF- *sqi" B:Ed1 , e"qfriE il E;*$ 3 Hl ;lq t TI 3.EH E a g a9E EFg ;$!l8n 5*x !F$ {# !sE EHh EB :H E! 5s frp EeF H5g 1ffs I ':3 ! c h ig€i r:il t t h I $$EH n t {3 d e FE 8t f;s 8ts EI Fg 9it ca' 9vP firH tEe s 8.t ;H$ E?A idfr o I c I $ z z GI -F-ttsa fe: Hri 3ilS 6oU q E ir F It l6 It It IT I .! a it ,t g t ,i - E I tl .l li rl rl if f uE x3 ex HP : :a 00 000 o E i I,E tg ir l! E i e E { 5 d 5 u t i I Page l ofl Bill Gibson - Cascade bridge changes fll{ c, From: To: Date: SubJectr Bill Gibson Steve Banks 0610412007 10:21AM Cascade bridge changes Hey Steve, Here are the comments from the Town Staffs reviqar of the proposed changes to the Cascade bridges: 1. Provide a grading plan for the bike path. 2. Is the loading rating of the bridge still at HS-20 with the value engineering change of keeping the existing double-tee? 3. Submit construction documents and a public way permit application prior to start of construction. Please respond to the above listed items by no later than Monday, June 11, 2007, If you have any question please feel free to contact me or Chad Salli with the Town's Public Works Department. Sincerely, Bill Bill Gibson, AICP To\/n Planner Town of Vail 75 South Frontage Road Vail. CO 81657 (970) 479-2173 (970) 479-2452fax file://C:\Documents and Settings\Administrator\Local Settings\Temp\GW)00001.HTM 06/0412007 I-lt Page I of 3 .rrF ) { fln^ eilt Aib"on - RE: RE: Cascade bridge changes -UtJy "" "Steve Banks" <sbank@Lonco.com > 'Chad Salli" <CSalli@vailgov.com>, nBill Gibson" <Bcibson@vailgov,com>, "Gregg Barrie" <GBarrie@vailgov.com > 06/08/2007 2:40 PM RE: RE: Cascade bridge changes Flom: To: Dater Subject: Cha4 Yes, we have been coordinating with Vail Resorts and the bridge is desiged to the same criteria as the Lionhead Bridge, i.e. 3 feet of compacted snow (150 psf total snow load) plus the snow cat. At Vail Resods requesL we have used the Pisten Bully 100 criteria for the design. This is one of their smaller cats and the one they plan to use to groom the trail. Please let me know if you have any additional questions. Thanks Steven C. Banks, P.E. Principal LQNCO, lnc. 1700 Broadway, Suite 1512 Denver, CO 80290 (303) 620-0098 (303) 620-9397 fax From: Chad Salli fmailto:CSalli@vailgov.com] Sent: Friday, June 08, 2OO7 2:79 PM To: Steve Banks; Bill Gibson; Gregg Barrie Subject: Fwd: RE: Cascade bridge changes Steve When the bridge is loaded with snow, will it be able to handle the loads of snowcats? Chad Chad Salli, PE Project Engineer Town of Vail - Public Works Office 9701479-2169 Cell 970/376-2389 Fax9701479-2t66 >>> Bill Gibson 06/08/2007 2:25 PM >>> file://C;\Documents and Settings\Administrator\Local Settings\Temp\GW)00001.HTM 06108/2047 Page2 of3 >>> "Steve Banks" <sbanks@Lonco,com> 06108107 2:22PM >>> Biil, I will be fomarding a lefrer with the proposed bike path grading and other formal responses on Monday morning. I have been in touch wlth Gregg Barrie to make sure we are keeping within the Town's criteria for the bike path regmding. In response to ltem 2, yes. the bridge wlll be able to carry an HS20 loading when there isn't arry snow on the bridge. We will complete and submit the construction documents and a public way application prior to the start of construction, Regards, Steven C. Banks, P.E. Principal LONCO, Inc. 1700 Broadway, Suite 1512 Denver, CO 80290 (303) 620-0098 (303) 620-9397 fax From: Bill Gibson lmailto: BGib6on@vailgov.com] SenE Monday, June 04,2007 10:21 AM To: Steve Banks SubjecE Cascade bridge changes Hey Steve, Here are the comments from the Town Shffs revie\ / of the proposed changes to the Cascade bridges: 1. Provide a grading plan for the bike path. 2. Is the loading rating of the bridge still at HS-20 with the value engineering change of keeping the o<isting double-tee? 3. Submlt construction documents and a public way permit application prior to start of construction. Please respond to the above listed items by no later than Monday, June 11, 2007 . It you have any guestion please feel free to contact me or Chad Salli with the Town's Public Work Department. Sincerely, Bill Bill Gibson, AICP Town Planner Town of Vail file://C:\Documents and Settings\Administrator\Local Settings\Temp\GW)00001.HTM 06/08/2007 Page 3 of3 " 75 South Fmntage Road Vail, CO 81657 (970) 479-2L73 (970) 479-2452 fax file://C:\Documents and Settings\Administrator\Local Settings\Temp\GW)00001.HTM 06108/200'7 From: To: Date: Subject: Biil, "Steve Banks" <sbanks@Lonco.com > <bgibson@vailgov.com > OO|2412OOS 4:28:23PM Cascade Village Bridge lmprovements - Updated Hydraulic Study Exhibit I spoke with Tom about the inconsistency in the exhibit for the Skier Bridge that accompanied the hydraulic study. We have modified the exhibit to reflect the proposed configuration at the abutment. This configuration will require that the abutment be completely replaced rather than extending the existing abutments as was originally intended. The proposed configuralion involves no permanent encroachment into the 100-year floodplain at the Skier Bridge. Since the overall exhibit is lo a small scale, we have also attached larger scale partial plans at each abutment. Please use these exhibits to replace the exhibit thal was originally included. The exhibits should now be consistent with the hydraulic study. As I mentioned in our phone conversation, l'll put four stakes, two adjacent to each abutment, at the Wesihaven Bridge that represent the outer width of the proposed improvements. At the Skier Bridge, l'll put four stakes that represent where the front face of the new abutmenVwingwall corner$ will be located. Thanks. <<Bridge.PDF>> <<EastAbut.PDF>> <<WestAbut.PDF>> Steven C. Banks, P.E. Principal LONCO. Inc. 1700 Broadway, Suite 800 Denver, CO 80290 (303) 620-0098 (303) 620-9397 fax CC:<tkassmel@vailgov.com>, <bill@vailarchitects.com>, <carasim@vailarchitects.com> ?rin. Pal"" 5TEVfN C 64NK5. EE, W]LLIAV H. EFI PE., 5.E. , MARK A, I,,\MOUZ, CE,' i.e !LLE5. ?E.LOI\C), il\C Aataciates DANIEL J. 6ECHTOL''. EE..9.E, WJLLIAM A. DIETRICK. TE. ERENDAN J. KELTY EE. Civil, Sr,ruclural, & Iransportat i an Coneulf,tnq I ervices gince 19 62 Iune9,2007 Town of VaiI Dcpartment of Community Development 75 South Frontage Road Vail, CO 81657 Athr: "Bill Gibson, AICp Town Planner Subjecc CascadeVillageMetropolitanDistrict Ski er Bri dge Improvements Request for Chaurge to Approved Plans Dear Bill. In response to your email of 6/4/07, we have the following responses: l. Provide a grading plan for the bike path. Response: A typical section, proposed profiles and proposed grading for both ends ofthe bridge are attached. 2. Is the load rating of the bridge still at HS-20 with the value engineering change of keeping the existing double-tee? Response: Yes, the load rating of the proposed bridge is greater than HS 20, without the wintertime snow loading. The existing double-tee will remain in place but will only support existing utilities, it won't take any other live load. 3. Submit construction documents and a public way permit application prior to the starl of construction. Response: Construction documents and a public way permit application will be submitted prior to the start of construction. F:\2005\.F05116 - Cascade Village\Skier Bridge Value Engineering\gibson060907.doc LONCO, lnc., lTAa Eroadway, ?uite 1512, Denven CO Ba29a Fhone: 3O3.620.AO98 t Fax: 303.62A.9397 t E-mail: lonco@lonca.com ) WebaiLe: www.lonco.com If you have any questions, please feel free to give me a call. Email date.d 614/07 Proposed trail cross section and proliles Proposed trail grading plans Torn Kassmel - Town of Vail (email) Don Mae'hlachlarr * Cascade Village Metropolitan Ilistrict (email) l)ave Smith * Kraemer (email) F:\2005\P051 16 - Cascade Village'$kier Bridge Value Etrgineering\gibson060907.d<r IONLO, lnc., 17OO Eroadtay Auitc, 1!;12 Denveti CO 80290 Fhone: 3O5.62O.OO9A t Fax 5D3.62O.9397 e E-Mail: lonco@lonco.cofl O Webeitte: www.l.'nco.cortl Page 1 of 1 Steve Banks From: Bill Gibson [BGibson@vailgov.com] Sent: Monday, June 04,2007 10:21 AM To: Steve Banks Subject Cascade bridge changes Hey Steve, Here are the comments from the Town Staffs review of the proposed changes to the Cascade bridges: 1-. Provige-g gdins plan for the bike path. 2. Is the loading rating of the bridge still at HS-20 with the value engineering change of keeping the existing double-tee? 3, Submit construction documents and a public way permit application prior to start of construction, Please respond to the above listed items by no later than Monday. June 11, 2007. If you have any question please feel free to contact me or Chad Salli with the Town's Public Works Department. Sincerely, Bill Bill Gibson, AICP Town Planner Town of Vail 75 South Frontage Road Vail. CO 81657 (970) 479-2173 (970) 479-2452fax 6t9t2007 re, IhC Civil, *rucEural &fgn6?ortat^on Con,Dlanq Serulccs ginae 1962 @ N*"., *4*gL*$; Q.rtun (4",qis;;7r.t*:)) @ &rnr*l <;la''lAel (.'g,r, *v&i) l?-.1 ii*" ;la'"',gr,.4*,,J [1.s0,.; L,,,+gios A w\v- e4ii - - ,J <7 , ..rn' -'7 #./.''1 I f f* ' L" i:--r: i-), " /,t'" FAx(303)620.9397 -Oenver O*iae 17OO Broadway, Suiae 1512 Denver,Colorado OO29O (307)62A.009B re, II\C. 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I I I &o f .. I .'t /ft't,,'/f 8048 '-;T-;J .--:; ; __ ; :_, :_=_J; ;:, ; :, CRELK '-.. *-'-.'\ -*-- \,_ \..--_\.---*_ _ _.--_ _,,-,_, i\i 8046 \_ : :.-, i-l_-TJ, .':, : :, ; :..=_j _. _i#,_.=__ rl 4 T I I '-r- - ..rrr'.-. \\\\\ - 1^\1t [\-1, \ '\-. '. \.\ "\- .\r.. -)j__-=. n 1.-. ' f*-\_ \\. .'\\\rr.r\ 'tetrt-6irb=----- ' -.-q ,_- .:r.. _F,::-,., -!i tu -:s '"oui^fl:- tz 8052 t/; OF -1| ----*.-*" -F '\- { i",\ \ "?' ."r*r Lt.tf ) tt-h. $i...,r-l ,1 BTES d ...^+rO"E ,/ /' ,l' .t;. / i{', F::--1 ,1'/z 1t:/ ,\ 6060 TO: FROM: DATE: SUBJECT: MEMORANDUM Planning and Environmental Commission Community Development Department June 27, 2005 A request for final review of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allowforthe bridge reconstruction, located at the Westhaven Drive Bridge and Pedestrian/Skier Bridge (a more complete descriplion is available at the Department of Community Development offices); and setting forth details in regard thereto. (PEC05-0044) Applicant: Cascade Village Metropolitan District, represented byLonco, Inc.Planner: Bill Gibson il. SUMMARY The applicant, Cascade Village Metropolitan District, represented by Lonco, Inc., is requesting approval of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the reconstruction of the Westhaven Drive Bridge and Pedestrian/Skier Bridge. Based upon Staffs review of the criteria in Section Vl of this memorandum and the evidence and testimony presented, the Community Development Department recommends approval, with conditions, of the requested floodplain modification, subject to the findings noted in Section Vll of this memorandum. DESCRIPTION OF REQUEST The applicant is proposing to modify the Gore Creek floodplain to allow for the reconstruction of the Westhaven Drive Bridge and Pedestrian/Skier Bridge. Please referto the applicant's request and architectural plans for a more complete description of the bridge reconstruction. The applicant is proposing to begin construction of these improvements this fall with completion prior to the 2006 spring run-off. Specific construclion dates will be coordinated with the State of Colorado Division of Wildlife to orotect the Gore Creek fisheries. A vicinity map has been attached for reference (Attachment A), the applicant's request (Attachment B), site photographs (AttachmentC), Architectural Plans (Attachment D), Town of Vail Floodplain Coordinator's analysis (Attachment E), a Floodplain Study prepared by Alpine Engineering, which includes the existing topographic survey data, (Attachment F), Wetlands Report prepared by Jim Eussen, Environmental Consultant, and the received public commenVcorrespondence (Attachment H), have been attached for reference. Pursuant to Section 12-12-3,Vail Town Code, staff has determined that an Environmental lmpact Report is not required for this proposal since this proposal is an "alteration, repair and maintenance of existing structures and site inprovements." Ilt. tv. BACKGROUND On May 4, 2005, the Design Review Board conceptually reviewed the design review application for the reconstruction of the Westhaven Drive Bridge and Pedestrian/Skier Bridge. This proposal is scheduled for further review by the Design Review Board at its July 6, 2005, public hearing ROLES OF REVIEWNG BODIES Order of Review: Generally, floodplain modification applications will be reviewed by the Planning and Environmental Commission, and then any accompanying design review application will be reviewed by the Design ReMew Board. Planning and Environmental Commission: The Planning and Environmental Commission is responsible forfinal approval, approvalwith modifications, or denial of a floodplain modification application, in accordance with Chapter 14-6, Grading Standards, Vail Town Code. Design Review Board: The Design Review Board has no review authorityovera floodplain modification application. However, the Design Review Board is responsible for the final approval, approval with modifications, or denial of any accompanlng design review application. Town Gouncil: The Town Council has the authority to hear and decide appeals from any decision, determination, or interpretation by the Planning and Environmental Commission and/or Design Review Board. The Town Council mayalso call up a decision of the Planning and Environmental Commission and/or Desion Review Board. Staff: The Town Staff facilitates the application review process. Staff reviews the submitted application materials for completeness and general compliance with the appropriate requirements of the Town Code. Staff also provides the Planning and Environmental Commission a memorandum containing a deseription and background of the application; an evaluation of the application in regard to the criteria and findings outlined bythe Town Code; and a recommendation of approval, approval with modifications, or denial. APPLICABLE PLANNING DOCUMENTS Town of Vail Zonino Requlations (lltle 12. Vail Town Code) Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS. EXEMPT PROJECTS (in part) An environmental impact repoft shall not be required for the following projects: A. Alteration, repair and maintenance of existing structures and site improvements. V. B. A phase of a project for which an environmental impact repoft previously was submitted and reviewed covering the entire project, provided that the projectwas approved and not subsequently altered. C. A projectwhich, on the basis of a preliminary environmental assessmenf covering each of the factors prescribed in Secfion 12-12-2 of this Chapter is found to have an insignificant impact on the environment. The preliminary environmental assessrnent and the finding on environmental impact shall be made by the Administrator. Section 1 2-21 -1 OE, HAZARD REG ULATI ONS, DEVELOPMENT RESTRICTED (in part) E. The Administrator may require any applicant or person desiring to modify the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Title, to esfabr.sh that the work will not adversely affect adjacent properties, or increase the quantity or velocity of ' flood waters. Town of Vail Development Standards Handbook ('lltle 14. Vail Town Code) Chapter 14-6, DEVELOPMENT STANDARDS HANDBOOK, GRADING STANDARDS (in part) Floodplain Sfandards: No grading is permitted in the 111-year floodplain without Planning and Environmental Commission approval. lf an applicant wishes to grade into the 100-year floodplain, an environmental impact report is required. The environmental impact report shall include impacts to vegetation, ipaian areas, appropriate hydraulic engineertng calculationsto show no increase,n water surface profile and velocity, as well as stating that there will be no adverse impacts to adjacent properties. No permanent improvements sh;all be constructed within 1' of the floodplain line. The floodplain line shall be determined by a registered professional land surveyor by plotting the appropiate elevation of ilte floodplain on a maximum 1"-20' topographic 2' contour map using the adopted Town of Vail flood profiles (the Federal Emergency Management Agency Flood lnsurance Study). The topographic survey shall reveal the method for determining the stafting point and the stafting elevation for the floodplain delineation. A site specific study pertormed by a Professional Engineer per FEMA guidelines and approved by the Town of Vail and FEMA may be required. vt.CRITERIAAND FINDINGS A. The Planninq and Environmental Commission shall consider the followinq criteria when reviewinq an aoplication for a modification to the floodplain: 1. The proposed floodplain modification will not increase the guantity or velocity of flood waters, The Floodplain Study prepared by Alpine Engineering (Attachment F) states that the proposed improvements to the Westhaven Drive Bridge will cause ".. .no appreciable change in the water surface profile atthe Westhaven Bidge" and the improvements to the Skier/Pedestrian Bridge "...will have no appreciable ilnpacts to the floodplain." The Town of Vail Floodplain Coordinator has reviewed this floodplain study, (Attachment E) and determined that this proposal "... shows no increase in the Base Flood Elevations..."and *...only negl ig ible velocity i ncrea se s." 2. The proposed floodplain modification will not adversely affect adjacent properties. The Floodplain Study prepared by Alpine Engineering (Attachment F) states that the proposed improvements to the Westhaven Drive Bridge will cause " . . .no appreciable change in the water suiace profile at the Westhaven Bidge' and the improvements to the Skier/Pedestrian Bridge "...will have no appreciable impactsto the floodplain." The Town of Vail Floodplain Coordinator has reviewed this floodplain study, (Attachment E) and determined that this proposal "... shows no increase in the Base Flood Elevations..."and "...only n egl ig i ble velocity incre a se s. " B. The Planninq and Environmental Commission shall make the followinq findinqs before approvino a floodplain modification: '1 . The proposed floodplain modification will not increase the quantityorvelocityof flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. STAFF RECOMMENDATION The Community Development Department recommends that the Planning and Environmental Commission approve, with conditions, the proposed floodplain modification, pursuantto Chapter 14-6, Grading Standards, Vail Town Code, to allowforthe bridge reconstruction,located atthe Westhaven Drive Bridge and Pedestrlan/Skier Bridge (a more complete description is available at the Department of Community Development offices); and setting forth details in regard thereto. Staffs recommendation is based upon the review of the criteria in Section Vl of this memorandum and the eVdence presented. vil. Should the Planning and Environmental Commission choose to approve this floodplain modification application, the Community Development Department recommends the Commission pass the following motion: The Planning and Environmental Commission approves a floodplain modifrcation, pursuantto Chapter 14-6, Grading Standards, Vail Town Code, to allowforthe bidge reconstruction, located atthe Westhaven Drive Bridge and Pedestrian/Skier Bridge, and sefting forth details in regard thereto, subject to the follouing conditions: 1. This approval shall be contingent upon the applicant receiving Town of Vail approval of the design review application assocratedwifh this request. This shall include, but not be limited to, the review and approval of demolition plans, site/grading plans, Iandscaping/tree preservation plans, structural design plans, utility plans, utility relocation plans, structural analysis sfudles, construc$on staging plans, streetdisturbance (i.e. streetcut) plans, and all necessarydefals. 2. Canstruction and disturbance within the Gore Creek 110-year floodplain shall only occur during low flow periods (i.e. afterAugust 1 and priorto sping run-off). 3. Prior to construction, the applicant shall abtain the folloving: Town of Vail Storm Water Discharge Permit approval Town of Vail Revocable Right-of-Way Permit approval State of Colorado Dewatering Permit approval State of Colorado Division of Wldlife approval U.S. Army Corp of Engineers approval Approval of any other applicable local, state, or federal pernits 4. The applicant shall submit a stamped lmprovement Location Certificate and topographic suruey of the post-construcAon "as-built" conditions of the subject site to the Town of Vail Community Development Department for review and approval, prior to Towt of Vail final construction inspection. 5. As determined by the Town of Vail Administrator, any changes to the proposed design plans may require a revised floodplain study and Planning and . Environmental Commission approval of a revised floadplain modification application. Should the Planning and Environmental Commission choose to approve this plat amendment request, the Community Development Department recommends the Commission makes the following findings: 1 . The proposed floodplain modification will not increase the quantity or velocity of flood waters, based upon the floodplain study prepared by Alpine Engineering. 2. The proposed floodplain modification will not adversely affect adiacent propefties, based upon t he floodplain study prepared by Alpine Engineering 3. Pursuantfo Secfibn 12-12-3, Vail Town Code, submittal of an Environmental lmpact Report is not required for this proposal. a. b. c. d. e. f. c VIII. ATTACHMENTS A. Vicinity Map B. Applicant's Request C. Site Photographs D. Architectural Plans E. Town of Vail Floodplain Coordinator Analysis F. Floodplain Study prepared by Alpine Engineering, Inc. G. Wetlands Report prepared byJim Eussen, Environmental Consultant H. Public CommenUCorrespondence l. Public Notice D Attachment A Attachment: B Cascade Village Metropolitan District Proposed Bridge Improvements Submittal to: Town of Vail Planning and Environmental Commission 1. Westhaven Drive Bridge Improvements: A. General The proposed improvements for this bridge include constructing an arched, stone faced faqade on the upstream side of the bridge. A 6-foot wide sidewalk and a similar stone faced fagade are also proposed on the downstream side of the bridge. B. Upstream Side of the Bridge Modifications to the existing foundations on the upstream side to accommodate the new fagade will be minimal. Some disturbance within the floodplain will be necessary during construction at both abufinents but at the end of construction, the ground will be restored to its current condition. The center pier on the upstream side will have to be extended by approximately two to three feet to support the new faEade. The pier extension will be in the same orientation as the existing pier. The pier cap will be lowered 12 inches to accept the proposed fagade. Some temporary disturbance will also be necessary for construction but will be restored to its current condition at completion of the pier modifications. C. Downstream Side of the Bridee Modifications to the existing foundations on the downstream side of the bridge to accommodate the new sidewalk and fagade will also be required. The abutment for the sidewalk structure and the fagade on the south side of Gore Creek will be located behind the existing wingwall and be founded on small diameter "micropiles". There will be no temporary or permanent impacts within the 1O0-year floodplain at this location. The center pier on the downstream side of the bridge will need to be extended approximately nine feet in order to support the proposed sidewalk and fagade. The pier extension will be in the same orientation as the existing pier. The pier cap will be lowered 12 inches to accept the proposed fagade. Some temporary disturbance will also be necessary to construct the footing and stem for the pier extension. The disturbed area will be returned to its original condition at the end of the pier construction. The widening of the abutment for the sidewalk and faEade on the north side of Gore Creek will require a minor amount of construction within the 100-year floodplain (approximately 30 square feet). This encroachment is behind the plane of the abutment face. A temporary disturbance within the floodplain will be necessary during F:\2005\P05 I l6 - Cascade Village\corespondence\PEC Summary revl.doc construction. The disturbed area will be returned to its orieinal condition at the completion of the abutment modifications. D. Low Chord The existing low chord elevation (underside of the superstructure) will be maintained for the entire width of both spans. The bottom of the center pier cap extension will be lowered 12 inches. The pier cap is 4 inches wider than the pier stem on both sides. This slightly wider cap will extend 12 inches below the 100-year water surface elevation. E. Summarv The only permanent encroachments on the 100-year floodplain will be at the center pier and north pier of the bridge. The hydraulic analysis for the proposed modifications indicates that the modifications will not affect the 100-vear water surface elevation. 2. Skier/Pedestrian Bridge A. General The existing skier/pedestrian bridge will have its superstructure completely replaced. The total width of the bridge will be increased from approximately 1l feet to 2l feet. The bridge is a single span structure without any pier in Gore Creek. The existing abutments are both located outside ofthe 100-year floodplain. B. Abutment Modifications Both abutments will be left in place and will be extended on both the upstream and downstream sides. New wingwalls will also be constructed at all four corners of the bridge. These modifications will be located outside of the 100-year floodplain. Temporary disturbance within the floodplain will be necessary during construction but the disturbed areas will be restored to their original condition at the completion of the abutment modifi cations. C.Low Chord The Iow chord (underside of the superstructure) will remain at its existing elevation. D. Summary No permanent disturbance within the 100-year floodplain will occur as a result of the proposed improvements. F:\2005\P05 I l6 - Cascade Village\correspondence\PEC Summary revl.doc Attachment C i*,efirtt" ?r{oTos Nft'Trr*vil EnDbE Altachment D HIE iti Er 1q fi i,r =F aa a9 * a , gEEE F'EP 9=? FeF HBI =PE flEs a2- inE UEE xgE o!* ssb T Efr oa2 cXq Hg1 EE; EqZ tir- dc -5 H4 eg e, I .i J ! i' t 4 ! iiiiEiiFffi f'3*g;gEE E 3EE I r9l t F;. iF?:s E dq E e E ]E H 6 liHsc 5 E} P H sP 9 I te S a=Er Li5 5l 8 EE EfifiE Ee doFn "!F ;83=-.r .EEX c Hddd I rd fl i ei'i'3 trr I 8.;8 F F8 8 3 a"" ?. lf,to to lz IF t>ti l>I e I z SFro :EH * ,16 Silz I ,fl.-FgEF EEiEE iE3E F3Ff; Ei ;frrslg:;;;5s:;;Ei5A il;agligiiEl;Ei'EHi uF E5 *-fg VE EE Fg g !. !i i .,:B {- t d vxqvErlw\*reD\*cFrF W gEggEfi g I l= -tfl al- !ltr f;ls 5l=lo l= PEqPFO EE:;ES t,r,l,l,t,t L t,t,t, t,t, t, t, t,l, t,l, t, t,1 It,L,t,l 83838 tE5;3 l, ,r r,i,r,r,,r,t Ll,tLl,t,t,t, ,t,t,,t,l,l I gx Hii o* IE >; =9 f,: Fiz. iz hrr4 N4: r\s\h3r,. - e.d w5r!\66r\r|hi\q0o.4y1dr - ceir s: Id7 - :xt FE! E;E 1'-J'*'r PROPOSED '_l?t ^ t|DENrNc "'Rh g '. J \,,. /o^ ' ' .;'a' e,:".\,a);.\ "s .4-". |! IF lz O- a4 \ 1 N 6d -6 8s SB Fi' 3H i le tFl t- lF {- =l *E -l = l-E E FE IO E aSlH '' *rl" E fiFIE =IH rl- q EB 8g SB FE .t ta -T I fr i cfi i*XHE !l',! 5Eg f;:'-,d" . '.. l/ F' \- . {. o- \ Fi '\ FHEf EE$:8nh ati x(*t x;x 3h- l-. EF* gg _EX =>6; niE Fkf; rll- 3*E =g! 5o zd lc.l Attachment E MEMO To: Bill Gibson, Town Planner From: Tom Kassmel, Town Engineer Re: Cascade Metro District Bridge Improvements - 100 Yr. Floodplain Analysis Date: 612l/05 The Town of Vail Public Works Department has reviewed the Cascade Metro District Bridge Improvements 100 Yr. Floodplain Analysis completed by Alpine Engineering and frnd thai based on Alpine's analysis the 100 Yr. Floodplain will not be substantially impacted due to the Westhaven Drive Bridge and Westhaven Skier Bridge Improvements. Alpine's floodplain analysis shows no increase in the Base Flood Elevations @FE's) as a result of the final configuration of the improvements and only negligible velocity increases. Due to the nature of this construction being adjacent and within the existing 100 year floodplain, staff recommends that a pre-construction and post construction detailed survey is prepared in order to ensure that no additional grade changes occur within the floodplain other than what is currently proposed and analyzed by Alpine Engineering's floodplain study, and that all temporarily disturbed areas due to construction are brought back to existing conditions. Any changes to the current design plans will be required to undergo a revised floodplain study. In addition it should be noted that the developer/contractor shall obtain the proper approvaVpermits from the Army Core of Engineers and the Division of Wildlife. "t ,t 'l i..i ) r:1 :l ' t rl .l .1 'I I :l ,"i rl ...J :.l i:t l:l ,.'I 1 l I I ,i Attachment F FLOODPLAIN STUDY FOR CASCADE VILLAGE METROPOLITA}I GORE CREEK BRIDGE IMPROVEMENTS JT]NE 2OO5 .:E==! 't I 't FLOODPLA]N STIIDY FOR CASCADE VILLAGE I\,IETROPOLITAN DISTRICT GORE CREEK BRIDGE IMPROVE,MEI\TS JU}IE 2OO5 PREPARED FOR: ENGINEERT Cascade Vi agc Metropolitan Distriu( 1000 South Frontage Road Wesr Vail, CO 8 1657 Aipine Engineering, lnc. P.O. Box 97 Edwards, CO 81632. (e70) e26-337) l i APPENDIX I I I ,J 'l l l '1 I i, !l iJ i l l ,l .,J .J 'l (J I. INTRODUCTION The Cascade Village Metropolitan District (CVMD) is proposing improvements to two (2) existing bridges in Cascade Village, Vail, Colorado. The proposed improvements will be made to the Westhaven Drive bridge structure and the skier/pedeshian bridge south of Liftside Hotel. Each stucture spans Gore Creek and are located in Section 12, Township 5 South, Range 82 West of the 6tr Principal Meridian. II. DESIGN CRITERIA The U.S. Anny Corps of Engineers HEC-RAS Version 3.1.3 computer program was used to calculate water surface profi.les for the existing and proposed conditions. The program was nrn for subcritical flows. The Army Corps of Engineers HEC-RAS (V3.1.3) program was used in conjunction with the HEC-2 input data to plot profiles and cross- sections. Manning's "n" values of 0.04 and 0.08 were used for channel and overbank calculations respectively. The hydraulic analysis for this study were based on unobstructed flow. Cross-sections for the study areas at the Westhaven bridge and the skier/ped bridge were provided by AJpine Engineering, Inc. The North American Vertical Datum of 1988 (NAVD) was used as the referenced vertical datum. i .i :J ,1 'I I June 2005 CVMD Floodplain Study PROPOSED IMPRO11EMENTS 1. WESTHAVENBRIDGE The existing Westhaven bridge structure will be widened approximately 8, (feet) on the west side of the existing bridge to accommodate a pedestrian sidewalk. The proposed improvement will require a widening of the existing north abutnent as well as the center bridge pier. A stone veaeer will be added to the sidewalls of the existing bridge. Based on the current stuctural design, the north abuhnent will be extended approximately 8' (feet) to the west. Installation of this abutment will occur within the existing floodplain. The width of the south abubnent will not change. A bearing seat will be installed south of the existing wingwall. The center bridge pier will be extended approximately 8' (feet) to the west and 15" (inches) to the east. This work will occur within Gore Creek. Skier/Pedestrian Bridge Proposed improvements to the existing skier/pedestrian bridge will include widening the bridge approximately 5' (feet) on the east and west sides of the bridge. The existing abutments will be widened approximately 5' (feet) and new wingwalls will be added. Per the crment design, these permanent improvements will occur outside the existing floodplain. CVMD Floodplain Study June 2005 1 .) I ;i ,,,J IV. HYDRAULIC ANALYSIS 1. Westhaven Drive Bridse The Westhaven Drive bridge structure is located upstream of Buffehr Creek and downstream ofRed Sandstone Creek. Per the "Flood Insurance Study, Eagle County, Colorado, and Incorporated Areas,. the 100 year peak discharge will be 2,620 cfs(Table I - Summary of Dscharges). Further, the re,port indicates that the section immediately above the Westhaven Drive (Section T/Figure 62P) has a cross sectional area and mean velocity of 251 - SF and 10.4 fps respectively. For purposes of our analysis, we have interpolated a floW of Q/100 : 2610.4 cfs. Based on our analysis and the current structural design, we see no appreciable change in the water surface profile at the Westhaven Drive bridge. In order to effect the proposed improveme,nts, construction activity will be required within the existing floodplain and Gore Creelg but the permanent additions to the Westhaven Drive bridge wiil have negligible effects. SkierlPedestrian Bridge The proposed improvements to the skier/pedestrian bridge will require construction activity within the existing floodplain and Gore Creek, but the permanent improvements will be located outside of the floodplain. The improvements will have no appreciable impacts to the floodplain CVMD Floodplain Study June 2005 FL IN ST EAGLE GOUNTY, COLORADO, AND INCORPORATED AREAS Community Community Name Number AVON, TOWN OF BASALT, TOWN OF EAGLE, TOWN OF GYPSUM, TOWN OF MINTURN, TOWN OF REDCLIFF, TOWN OF VruL towrq or EAGLE COUNTY UNINCORPORATED AREAS 080308 080052 080238 080295 080053 080260 080054 080051 "1 I I .i j .-J J I .J rusTrcE This preliminary Fl$ report includes only revise4 Flood Profiles and Floodway Data tables. $ee 'Notiee to Fiood lnsurance Study Users" page for additional detaiis. REVISED PRELIMINARY fuiICHAEL BAKER, JH., INC. AUG 28 2003 Federal Emei'gency Management Agency FLooD r NS Uffi ?ul;lf ot N U MBER -.'',. ...?. Fiooding Source and Study Reach NORTII TRIBTJTARIES Bighom CreekNearMouth Black Gore Creek NearMouth Booth Creek Near Moutb Brush Creik dl fl6qms6sam corporate limits ofthe Tom ofEagle Buffehr Creek Near Mouth Eagle River Downskearri ofUS24ruS6 Upsteam of Glpsum Creek confluence Upstream ofBrush Creek confluence Drainage Area (Sq.Mi.) 10-Year 4.5 180 20.7 440 6.0 245 -Peak Discharges (cfs) SO-Year IOQ-Year 500-Year 250 280 340 s90-. 640 770 JJU 460 1s0 4.6 944 808 658 260 245 r52 102 72 7.2 298 290 253 la2 90,6 77.t 68.8 66.5 58.9 55.0 48.0 35.7 100 5.9 5 An4 5,300 4,590 . 1,925 1,900 1324 1,000 770 200 2,250 2,200 2,000 l oon . 1,950. r,790 1,600 1,560 1,420 1,350 r,230 1,080 990 l 450 110 I,i50 ._. -L00 : 7,564 6,900 5,800 2,550 2,500 7,750 1,320 1,030 280 3,300 . J,Z3V 2,950 2,490 2,420 2,t70 1,990 1,940 I,780 1,690 1,s30 I qsn 1,240 t,.lts .t Jv 87s I)U 1,225 1,400 220 270 R 2)a Q '7r',7 7,230 8,400 6,260 7,290 2,800 3,400 2,700 3,300 1,960 2,280.1,480 1,690,, 1,130 : 1,330 300 370 3,950 7,1s0 3,860 7,000 3,500 6,350 2,650 2,930 2,624 2;880 2,310 2,610 2,150 2,380 2,100 2,320 1,930 2,130 1,840 2,030 1,670 1,850 1,470 1,640 i,350 1,500 r ,950 2,I 50 140 160 '... Downstream of Mintum :l Upstrea'" of Minhrro. I Downstream of confluence with Homestake Creek Downstream of confluence with Turkey Creek , I At USGS Gage No. 630 ::l rrr East Mill CreeVWest Miil CreekNearMouth :t I Fryingpan River L I At Mouth ! .1 Above Basalt I At upstream limit of study ;l Gore Creek i NearMouth lf,Upstream of Buffehr Creek Upstream of Red Sandston i Upstream ofMiddle Creek | .Upstream of Spraddle Creek . r Upstream of Mill Creek Downstream of lst Vail Course Bridge I Upstream of Booth Creek J Upstream ofPitkin Creek Upstream of Bighorn Creek I I Gypsum Creek " - At Confluence with Eagle River I I Middle Creek Near Mouth ;..J I I t' ) 2T ErrvATtoN lN PEET (NAVD E8) I l: 1' i I lo i-i iil lr !t =,13 i1 'l e ,'l ='l: 'l "r LEI -l'l t; -1<I*. I r."iF :l: .l d9 IF F' ta ls tJ* l I ,J I I I t t- :fts , r'lj FLOOD PROFILES FEDERAL EMERGENCY MAN^GEMENT ^CENCY EAGLE COUNTY, CO AND INCORPORATED AREAS GORE CREEK i ,l F-l il rl f'l ,l I .J l "j I i l :l :l I o o o E (!o E L {t -2 av -g L o (L -i o r.rj 1 I1 .tl t.r ; :t 4. t-F ft i fLl ,i j .J l i-l-l-l_."iu- lu- !u- | E 6 io- lo- +o- *=.t inisisi- s N c{o c c.S q) o O -?r- I I I (U) uoltB at3 ,..J ,J 'I i ; .J - l- l- o u- lq lE 6 fi l! f ,E'5 (9 c\l c{ |- Ior c-Q ^-o *u) c)rh (J v) I i l -t l I I I ."J I I "J I - jF I- o u- iLr- .l E 6 aia*lrv eisl;5 iF io- i l,lJ a a) c! @ c*I $ o_ at) N o o (y) uoneral3 o U' -t I 'l i ,l rI I :l i. I rl il iI ra I I j I .l i;l;i;le # ifi l! iE l,g'E N c.l Iv FO rLt/) i6 o tt)(o -T- I I @ o l I I I i I I .J I 1 ,-t ,J ,i :J ,l !J J I i- l- i- l- .g ru lu- !u- lE 6 io- lo- +.L * ?.! inlsiEl- s J o (!o E 3 o no lo c{ o_ (L o o o o $ (u) uo0e^at3 ..J I 'j .J 't I i. 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Donvcr Oft\ad 17OO groaAway' 9u:rI'a 600 ION3), Ire ChlL Stdr.tuE[ TrtncPortqtbn a Entlronn cnr|]l h^'.lltna 6l^ct lSgZ Job No: /eF44i r ftA I\U' JUJOCUVJU I 4. I I I Cncckdd Vy: Oenvar, Colorado bO29O h; b. \ \ .N \t{\ \Y N$ $*. \ $ \ 'r.,r \lc' $R \^\rtl S $$ tt |-\t \ Yi \t \' \1. {* I I { -12 u \+ !.+,-E \Ex o 'r-l s \{ (3o3) 62o-oo9b FAx (3O5) 620:9397 mwmu*!; fril ffi;Ea: tllfilllffilffill . i lx u$llufilUttr.sE- gw,#F$ii 5-f6 EF q rt\z\ I n\f \t (n z t-. z (-\) z F Irt -|! r-l H FlE> >aP zIn -_ Et {'r I ' Q =*R l-a F -'<kr"UF (n U ZJ 6F OF o c H I o o i; Eg isa$ EEEF EgE3 t68t f;c9. iiEEr Efi g! !H*i EEEa i9 :' MMWIffi frffi-m W To: From: Date: Project: Subject: Attachment G MEMORANDTJM Jim Eussen - Environmental Consultant Steve Banks May 26,2005 Cascade Village Metropolitan District Capital Improvements Bridge Improvements - Wetlands Study On May 4,2005 I made site visits to both the Westhaven Drive Bridge and the Skier/Pedestrian Bridge, located approximately r/a mile upsffeam from the Westhaven Bridge (See attached location plans). This site visit was conducted jointly with Steven Banks from LONCO, Inc. the prime consultant on the project. The purpose of the site visit was to review the areas adjacent to each bridge to determine if any. wetlands were present. The results of the wetlands survey will be used to support the US Army Corps of Engineers Section 404 Permit application and for other submittals to govemment authorities. My inspection of the Westhaven Bridge site revealed that there were no wetlands present in the vicinity of this bridge. My inspection.of the Skier/Pedestrian Bridge site revealed an area of wetlands on the northem bank of Gore Creek, centered about 40 feet west of the bridge and well beyond the Iimits of any proposed improvements. I delineated this area of wetlands and it was surveyed and is depicted on the attached sketch. The closest this area of wetlands comes to the existing bridge is approximately 25 feet. Based on the proposed improvements, no wetlands will be impacted. However, proposed activities will occur within the limits of Gore Creek, which are Waters of the U.S., and will require prior acquisition of a Section 404 permit. Attachments:Site Location Plans (2) Wetlands map near the Skier/Pedestrian Bridge F;0005\P05 I | 6 - Cascade Villaee\corespondence\3anksO52605m.doc .,.-/' n' r '-'"t:"?-,.-7 I ii; ;froru ro i J(|C PATH WDN uoso.a' ,,u /' -- -*.:,tF' /*,/ $ ,'on' :/1 '//'/j -{l -# ,v l,h'l LIMITS OF "IOO YEAR FL( I !t A-, -/D I J-. F.l __}f._rpr-/ rr.{€<tt'l4n Df rdeq_r.vF\?rr"-.i'.-_J I lllll|trficEFr GrfrE Attachment H June I.2005 Dear Bill, Attached please find the letter I e-mailed to Tom Kassmel to be included in the rnaterials for The Westhaven Bridge Improvement Application. He suggested that I also deliver you a copy for your consideration. Don Maclachlan and the council members also have copies. Thank you, ./t t A t-t-/u*-Wua-u' Eileen Miller eileenm(D,vail.net 1415 Westhaven Drive Vail, CO 81657 May 27,2005 Tom Kassmel, Town Engineer Town of Vail 1309 Elkhorn Drive Vail, CO 81657 Dear Tom, We are writing to express our serious concerns regarding the possibility of the addition of a pedestrian lane to the south side of the bridge on Westhaven Drive over Gore Creek. We believe that the new pedestrian lane should be installed on the north side of the bridge for both safety and aesthetic reasons. We live fulltime at 1415N Westhaven Drive, which is the first house on the south as you cross the bridge entering Glenlyon subdivision. It is our observation that, for both safety and aesthetic reasons, the pedestrian walkway will be most effective if nlaced on the north side of the bridge, the side on which the Coldstream and Park Meadows Condominiums are located. SAFETY CONCERNS: Living on the stream and immediately at the bridge, fulltime, has afforded us the opportunity, unlike anyone else, to watch pedestrians on a regular basis as they travel to and from both Coldstream and Park Meadows. Their scattered traffic pattems have always been a safety concem from our vantage point. Frankly, we are amazed that a serious personal injury has not occurred since very few vehicles travel at the 25mph speed limit along a road witL{ limit€d vision. In the summertime, many small children, walking, or on scooters, etc, often accompany groups with baby strollers and/or dogs, etc. In the wintertime, skiers carrying equipment emerge from both Coldstream and Park Meadows in large groups on their way to Chairlift 20. These groups generally scatter all over the street looking for direction to the Gore Valley Trail. This presents a real possibility of personal injury as fast moving cars and truc.ks unexpectedly encounter such groups. LOGICAL SOLUTION: Keeping the pedestrian flow on the north side of the street where the pedestrians originate would be the safer choice. Installation of a short sidewalk outside the entrance to Coldstream leading to a pedestrian walkway across the bridge would concentrate people on the north and out of the middle of the street. Groups visually seek direction across the bridge, so such an affangement would keep them from fanning out all over the street, as we see now. A painted crosswalk on the street at the northeastem end of the bridge could then lead them over to Gore Valley Trail and on their way. Placing the new walkway on the south would continue to encourage pedestrians from Coldstream and Park Meadows to spread randomly around on the street as they seek a way across the bridge. AESTHETIC CONCERNS Other than the safety issue, which is undoubtedly the most important, we, as permanent, fulltime homeowners know that placing the pedestrian lane on the north will more fully protect the beauty of our properfy. We are proud to call Vail our fulltime home and have worked diligently to maintain our grounds for our benefit as well as for that of our neighbors and visitors. At this point, as we have outlined in the section above on SAFETY CONCERNS, pedestrians from Park Meadows and Coldstream generally walk in groups down the middle of the street. If the new pedestrian walkway is installed on the south, these same groups will practically be led directly into our yard. Placing the new walkway on the north will not infringe on any private homeowner's private property as it will impact us on the south. Placing the new pedestrian wallrway on the north side of the bridge will protect both the pedestrians and our property. CONCLUSION In making your decision whether to place the bridge walkway on the north or the south, please consider the safety issues we have pointed out as well as the aesthetic ones. We know that improvements such as this walkway require much study. We know that the well-being of the stream, trees and boulders, as well as utility placement and land lines are considerations, but placing the new pedestrian lane on the north side of the bridge is clearly the better choice for the well-being of the locals and the visitors to this area. We will appreciate your support! Sincerelv. June. 2005 sTEVENsON ONE NE LAGOON I5LAND COURT SEWALL'S POINT FLORIDA 34996 Tel ephone 77 2-?87 -9995 Fo;r< 772-287-9996 Emoil ellynsmoi l@cs.com June 2, 2OO5 Tom Kassmel, Town Engineer 1309 Elkhorn Drive Voil, CO 81657 Dear Mr. Kossmel, Wearewriting to express our concern regording the locotion of the proposed pedestrion lone on the Westhoven Drive Bridge. We have o home ot the top of Westhoven Circle ond find thot the foot troff ic emerging from Coldstream ond Pork Meodows spreads out in oll directions ond ot oll points ocross the rood, makingitodangerous areoforpedestriansonddriversolike.Anyprojectthotwill keeppedestriansoutof the middle of the rood is o good one, however, it seems thot keeping oll the traffic on the north side of ihe road until the bridge hos been crossed would decreose the likelihood of an occident. The north side of the rood would olso moke sense for o sideunlk oll the woy from Greenhill to the porking strucfure, ovoiding pedestrians crossirg in front of troffic emerging from both of the Westhovqr Circle interseciions. We request thst our comments be considered ond subrnitted with any opplicotions for this prgject. Thonk you. a---]) -2,. '/l ' B/*JW?"- fu".€*-- ,/ Roy and Ellyn Stevenson l23O Westhoven Circle cc: Bill Gibson Mr. Tom Kassmel, Vail Town Engineer Dear Mr. Kassmel: My wife and I own a house in Glen Lyon at 1150 Westhaven Lane and were recently advised that the Town is considering installing a pedestrian pathway on the bridge on the east side of the bridge rather than on the west side directly adjacent to the Cold Stream condominiums. lt seems to us that most pedestrian traffic during the ski season will be coming from the Cold Steam condominiums since that is where the bulk of the density on the north side of the bridge is located. lt makes no sense to us to have the pathway on the east side of the bridge rather than on the west side. We have to drive over the bridge to get to Westhaven Lane and to have skiers crossing the road after they cross the bridge seems to be a safety risk. Further it may encourage Cold Stream pedestrians to walk on the side of the road adjacent to Cold Stream rather than using the pedestrian pathway thereby defeating the purpose of the pathway. Since we can think of no benefit to having the pedestrian bridge on the opposite side of the street, it seems to us thal the Town should locate the pathway directly adjacent to Cold Stream. lwould appreciate your advice as to what you intend to recommend to the Town on this matter and why. Thank you for your consideration. Sincerely Robert Rosen Robert J. Rosen Greyhawke Capital Advisors LLC 340 Pemberwick Road 1st Floor Greenwich, CT 06831 Direct Phone: (203)41 3-0366 Fax: (203)286-1571 Attachment: I THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTTCE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accbrdance with section 12:3-6, Vail rown code, on June 27, 2005, at 2:00 pm, in the Town of Vail Municipal Building, in consideration of: A request for a final review of an amended final plat, pursuant to chapter 13-12, Exemption Plat Review Procedures, Vail rown code, to aliow for an amendment to an existing platted building envelope, located at 1463 Aspen Grove Lane/Lot gB, Lion's Ridge Filing 4, and setting forth details in regar:d thereto.Applicant Robert and Kristine selby, represented by John Martin Architect, LLC Planner: Bill Gibson A request for final review of a floodplain modification, pursuant to chapter 14-6, Grading standards, Vail rown code, to allow for the bridge reconstruction, located at the Westhaven Drive Bridge and Pedestrian/Skier Bridge (a more complete description is available at the Department of Community Development offices); and setting forth details in regard thereto. Applicant Cascade Village Metropolitan District, represented by Lonco, lnc.Planner: Bill Gibson A request for a final review of a variance from Section 12-6C-6, Setbacks, Section 12- 6C-8, Density Control, and Section 12-6C-9, Site Coverage, pursuant to Chapter 12-17, Variances, Vail Town Code, to allow for a residential addition, located at 1448 Vail Valley Drive/Lot 18, Block 3, VailVillage Filing 1, and setting forth details in regard thereto.Applicant Robert Stephenson, Jr. and John Schofield, represented by Snowdon & Hopkins Architects Plannen Bill Gibson A request for a final review of a conditional use permit, pursuant to Section 12-7;H4, Permitted and Conditional Uses: Second Floor and Above, Vail Town Code, to allow for e professional office and studio, located at 450 East Lionshead Circle (Treetops Building), Lot 6, Vail Lionshead Filing 1, and setting forth details in regard thereto. Applicant: Vait Resorts, represented by Braun Associates, Inc.Plannec Bill Gibson A request for a linal review of a conditional use permit, pursuant to Section 12-9C-3, Parking, Vail Town Code, to allow for a revision to lhe approved parking plan at the Vail Valley Medical Center, located at 181 East Meadow Drive/Lots E and F, Vail Village Filing 2, and setting forth details in regard thereto.Applicanl Vail Valley Medical Center, represented by Mauriello Planning Group, LLC Plannen Maft Gennett (lalu 6-, /t*, , lr-l-,sa-. ACTION FORM Departrnent of Oommunity Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2t39 fax: 970.479.2452 web: www.ci.vail.co.us ProjectName; CASCADEBRIDGES pECNumber: pEC050044 Project Description: FLOODPI.AIN MODIRCATIONS Participants: OWNER MILLER, GARY E. & V. EILEEN O6IOII2OOS 233 S WARSON RD ST LOUIS MO 63124 APPUCANT LONCO INC. CiO SIEVE BANKS 06/01/2005 Phone:303-620-0098 17OO BROADWAY SUITE 8OO DENVER co 80290 ProjectAddressr 1415WESTHAVEN DRVAIL Location: 1400WESTHAVEN Legal Description: Lot:52 Block: Subdivision: GLEN LYON SUB. Parcel Number: 2103-121-0602-3 Comments: BOARD/STAFF ACTION Motion By KIESBO Action: APPROVED Second By: VIELE Vote: 6-0 Dateof Approval: 06/272005 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: CON0007430 This approval shall be contingent upon the applicant receiving Town ofVail approval of the design review application associated with this request. This shall include, but not be limited to, the review and approval of demolition plans, site/grading plans, erosion control and Best Management Practices plan, landscaping/tree preservation plans, structural design plans, utility plans, utility relocation plans, structural analysis studies, construction staging plans, street disfurbance (i.e. street cut) plans, and all necessary details. Cond: CON0007431 Construction and disturbance within the Gore Creek 100-year floodplain shall only occur during low flow periods (i.e. after August 1 and prior to spring run-off). Cond: CON0007432 Planning and Environmental Commission Frior to construction, the applicant shall obtain the following: a. Town of Vail Storm Water Discharge Permit approval b. Town of Vail Revocable Right-of-Way Permit approval c. State of Colorado Dewatering Permit approval d. State of Colorado Division of Wildlife approval e. U.S. Army Corp of Engineers approval f. Approval of any other applicable local, state, or federal permits Cond: CON0007433 The applicant shall submit a stamped Improvement Location Certificate and topographic survey of the post-construction "as-builf'conditions of the subject site to the Town of Vail Community Development Department for review and approval, prior to Town of Vail flnal construction inspection. Cond: CON0007434 As determined by the Town of Vail Administrator, any changes to the proposed design plans may require a revised floodplain study and Planning and Environmental Commission approval of a revised floodplain modification application. Planner: Bill Gibson PEC Fee Paid! $400.00 I0llftI ffi Application for Review by the Planning and Environmental Commission Departmenl of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 97 0.479.2139 tax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring Planning and Environmental Oommission review must receive approval prior to submitting a building permit application. Ple6e refer to the submittal requiremenls for the particular approval thal is requested. An application for Planning and Environmental Commission review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by lhe Town Council and/or the Design Review Board. I Type of Application and Fee:]l . Rezoning $1300 . Conditional Use permit $650 V . Major Subdivision $1500 I . Ftoodptain Modificarion $4"00i . Minor Subdivision $650 Minor Exterior Alrerarion $650 ft\. Exemption Ptat $650 . Major Exterior Atteration $900 I t I . MinorAmendment to an SDD $1000 . Devetopment ptan $iS00 Ll I . New Special Development District $6000 . Amendment to a Development plan $2S0 t -. Major Amendment lo an SDD $6000 . Zoning Code Amendmeni $1300 lA.. Major Amendment to an SDD $1250 . Variance $S00 I I (no exteior modifications) . Sign Variance $2OO t : Description of the Request: l'4lrroR ?: xlCE..rnCH pr"e.r.-rT ruT ,.: ldr yB, a J Fr€ob F-AIr-.l FoE- BEtr5c.t: \^,Jtbf:r*.trr')G. \t == Cs lcrt Cy.*_.Str& r ^t Locationofthepropos"l.. Lo@lo.kt_sundivision: .".cr>s ffi-- r -r vl PhysicalAddress: Nt.r NEstr'c)eU "+ \4OO \aESf+{AUr}.J t Pa rce I N o. : %il:t ixq'sg ff ff.T" :? rJ9;.ttgtg f %f R'"3"j' tJ*u "R Lt Zoning: Sub !4 _ Name(s) of Owner(s): Cag-rT\e UILL!.(.E FErEoPourTlr-J -brs(erc-T A MailingAddress: c/o Lsr_Me.cUrctrusx-l \4'1b Nesr*l*lgxr DRrrJ€ u .tt Name otApplicant: Lor-r(-^o luo. ilo sTE-uE ENb-]Ks -Mailing Address: l-?oo BEoAD\^JFY , torTE g € Mailing Address: E-mail Address: SbtsrJLS e- Losrco, cor-,n, Fax Phone: (eoe) ozo coiB Paee I of 6-04l01/M l J Gjt r'r "vDr'; rrrl i'' .*ll . - -$.lf i ,' n,t t:'*'; 'i,'1),4.^. i.L ) ._:3,,., 'y r. , r. .- .{t ,'+.,' t(.'(.. ,. r, {..i- :', , - -\...a_;t rt' f- r.i.. i'\1 ,,: :t .i tot: '!|+. *******!*************+**************************'t'N***!t **{.*i.***********++++++++*******+**++*** TOWNOFVAIL, COLORADO Statement *****:******,r*******!t ****+:t *rt******************'!{.{.***,}!t{.d(d.{..t **********+********************** Statemerrt Nudber r R050000?22 Amounts: $400.00 06/OI/ZOOSO2z32 pr4 Palment Method; Check PIERCE Init: JS Notatsion: 13 082 /FRITZLEN Permi-t No : Parcel No: Site Address : Location: This Payment: P8C050044 qt)e: PEC - ceneric 2L03 - l2t- O602 - 3 14]-5 WESTHAVEN DR VAII. 1-4OO WESTHAVEN Totaf Feea: $400.00 Total Al,L, Pmts : Balance: 94oo. oo $4oo. oo $0.00 ************+*,1.***********************{.{.****************:}+******,}*************************** ACCOI.JNTITEM LIST: Account Code DescriDtion Current Pmts PV 00100003112500 PEC APPI,ICATION FEES 400.00 VAIL CASCADE CoNDoMINIUMS 4pri17,2005 Community Development Town of Vail South Frontage Road West Vail, Colorado 81657 To Whom It May Concern: The Cascade Village Metro District has approved the plans for the Westhaven Bridge irpprovements as presented in this application package. Please let me know ifyou have any questions. Sincerelv. &WW Don Maclachlan CVMD Board Member 1476 Westhaven Drive . Vail. Colorado 81657 97O.476.6106. 800,543.4801 . Fax 97O.476.4946 if|| i:l il,.1, ,r r, .1,1,.1,,11;lrirr.,.i \1,,llli,rlt I . ilii,rl.rtr. .\iihtli:\ | l(tl h! i li,:iiir{ln []l tr|\i,,.: 5,li'r,rlit,r Cascade Metro District Bridge Redevelopment do Westhaven Bridge do Skier Bridge LIST OF AD'ACENT PROPERTY OWNERS PEC APPLICATION: Floodplain Modification I l50 Westhaven Drive, lot 39 Contact: Tim Pennington 3436 Caribeth Drive Encino, CA 91436 1200 Westhaven Drive, lot 40 Unit A Contact: Fred P. Blume P.O. Box 504 Cheyenne, WY 82003 Unit B Contact: Julianna Dews P.O. Box 362 Vail, CO 81658 .l 210 Westhaven Drive, Lot 41 Unit A Contact: James & Anne Beltz 447 Peavey Road Wayzata, MN 55391 Unit B Hugh McCulloh 375 Saint Paul Street Denver, CO 80206 1225 Westhaven Drive. lot 43 Contact: UnitA Alan & Cloria Hassman B Creekside Lane Camp Hill, PA17011 li,lilii:irtil \',''ii \.-rli' r, llri"i,, Lrllt,lli:t.,. i, \,':rii- | ' rllr;irIr, rIItr.,.' ilr 1r;'tr. I "'t,.i,.),iu i i i);'il.:1.'i,.lfill1 i: iri, riir,\,, illir',: irili\tlr,., , ,rr) r|rr'r.r.r.,,:i1;iii hilq;i:.r', rr:t FRITZLEN PIERCE ARCHITECTS VAIL, COLOMDO Unit B Na Co 4700 West 1 60h Street Cleveland, OH 441 35 1415 Westhaven Drive, lot 52 Contact: Cary Miller 141 5 Westhaven Drive Vail, CO 8.1657 Millrace Phase 1 Contact: Don Maclachlan 1 476 Westhaven Drive Vail, CO 81 6s7 Millrace Phase 3 Contact: Ramsey Flower 1 335 Westhaven Drive Vail, CO 8165/ Liftside Condominiums Contact: Don Maclachlan 1476 Westhaven Drive Vail, CO 816s7 Coldstream Contact: Don Maclachlan 1 476 Westhaven Drive Vail, CO 816s7 MEMO To: Bill Gibson, Town Planner From: Tom Kassmel, Town Engineer Re: Cascade Metro District Bridge Improvements - 100 Yr. Floodplain Analysis Date: 6/21105 The Town of Vail Public Works Dopartment has reviewed the Cascade Metro District Bridge Improvements 100 Yr. Floodplain Analysis completed by Alpine Engineering and find that based on Alpine's analysis the 100 Yr. Floodplain will not be substantially impacted due to the Westhaven Drive Bridge and Westhaven Skier Bridge lmprovements. Alpine's floodplain analysis shows no increase in the Base Flood Elevations @FE's) as a result of the final configuration of the improvements and only negligible velocity increases, Due to the nature of this construction being adjacent and within the existing 100 year floodplain, staffrecommends that a pre-construction and post construction detailed survey is prepared in order to ensure that no additional grade changes occur within the floodplain other than what is currentlyproposed and analyzed by Alpine Engineering's floodplain study, and th_at all temporarily disturbed areas due to construction are brought back to existing conditions. Any changeb to the current desigrr plans will be required to undergo a revised floodplain study. In addition it should be noted that the developer/contractor shall obtain the proper approvaVpermits from the Army Core of Engineers and the Division of Wildlife. ?t D ep ar tm ent of C ommunity 75 South Frontage Road Vail. Colorado 81657 970-479-2138 F/lX 970-479-2452 www.vailgov.com April 29, 2005 Steve Banks Lonco, Inc. 1700 Broadway, Suite 800 Denver, CO 80290 RE: Cascade Village - Westhaven Bridge and Skier Bridge remodel Dear Steve, The Town of Vail Staff has preliminarily reviewed the design review application for the proposed remodel of the Westhaven Bridge and Skier Bridge at Cascade Village. The following is a summary of the comments from that review: . Submit a demolition plan, structural design plans, utility plans, utility relocation plans, site plan, grading plan, landscaping/tree prolection plan, erosion control plans, and all necessary details. The structural design plans must be designed and slamped by a struclural professional engineer. . Submit a structural analysis of the existing bridges to determine existing integrity and capacity for additional loads. . The Town of Vail will not maintain a pedestrian bridge with a width of 6 feet; therefore, a maintenance agreement must be executed between the Cascade Village Metropolitan District and the Town of Vail. However, the Town of Vail will maintain the pedestrian bridge if the width is increased to at least 10 feet and/or the barrier is removed between the road and pedestrian path. . A floodplain analysis is required for any construction disturbance within the 100 year floodplain andior if the bridge widening occurs on the east side of the bridge. A minimum of 1 foot of freeboard is required from the proposed low chord. . Any grading within the 100 year floodplain will reguired Town of Vail Planning and Environmental Commission review and approval. . A wetlands delineation study is required, along with all necessary wetlands mitigation and Army Corp of Engineers permits. . A Town of Vail Storm Water Discharge Permit is required. . A Town of Vail Revocable Right-of-Way permit is required. . A State of Colorado Dewatering Permit is required. . Coordination with the State of Colorado Division of Wildlife is required prior to construction. . Any street disturbances (i.e. street cuts) must be coordinated with the Town of Vail Public Works Department prior to June 15, 2005. Westhaven Drive will be reconstructed/repaved this summer, and a s-year street disturbance moratorium will become effective once construction is completed. {*r9 L*"*t*o o'"tu +: l,it I ,..i' {.., ,.,'. D ep ar tm e nt of C ommunity 75 South Frontage Road Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com Please submit the materials necessary to address the above listed iiems to the Town of Vail Department of Community Development. lf you have any questions or comments, please feel free to contact me at (97O) 479-2173 or Tom Kassmel with the Public Works Department at (970) 479-2?95. Sincerely, 444d{--: &?, -4.4_ Bill Gibson, AICP Town Planner Town of Vail CC: Fritzlen Pierce Architects fp?t.".*o"r.* fut copr To: Bill Gibson From: Tom Kassmel Date: Juty 27n,2005 Re: Cascadelmprovements The Cascade Metro District improvements have been received and reviewed by the Town of Vail Public Works Department and we have the following comments that shall be resolved prior to issuance a construction permit. Prior to buildins perqit approval: l. Add Town of Vail General Notes. (Contact Tom Kassmel 479-2235) 2. Add utility sign off block to plans and have signed. (Contact Tom Kassmel) 3. A Town of Vail Storm Water Discharge Permit will be required along with an erosion control plan. 4. A Public ROW permit will be required along with a construction schedule, staging plan, traffic control plan, bikepath detour plan,. 5. Provide existing survey spot elevations that accurately reflect existing conditions within the floodplain that will be used to match to for the post construction survey for both bridges. 6. Provide engineers stamp on all necessary plans. 7. A dewatering permit should be applied for prior to Building permit submittal. 8. Approval from the ACOE, DOW shall be in hand prior to building permit approval. Skier Bridee: l. The existing asphalt path, within the limits of the widening shall be completely removed and replaced with a section of 3" HMA over 6" Class 6 base course OR milled and overlayed. In either case the seams shall be infrared. 2. Show limts of disturbance fence. 3. Provide note that all disturbed areas will be required to be revegetated with an approved seed mix. 4. The longitudinal slope along the bridge is inadequate for drainage, please note on plans where crowned bridge will drain. 5. Confirm with other utilities that additional conduit should not be run beneath bridge for fufure use. 6. The Demo plan shows wrong linetype for existing water line. Please sholv all trees driplines that are potentially affected by construcfion accurately. (i.e. those trees on the southwest side that are behind the existing boulders to be relocated, is this feasible without damageing the trees root system?, the tree at the SW comer of the bridge will most likely need to be limbed to accommodate construction and the pedestrian bridge, please note.) Please show the number of trees that are to be removed in the "Remove Trees 'Box"'. Please note that the curb and gutter and sidewalk work on t}e south side of the bridge shall be coordinated with the currect Road Reconstruction project occurring on Westhaven Drive. The curb and gutter will have to be poured prior to new paving. Show grading and match points for sidewalk on both sides of the bridge. Show limits of disturbance fence. Curb and gutter on the south side shall match into the proposed pan across coldstream driveway. A fillet section and curb radias should be added to connection point. Needs to be coordinated prior to Road Project concrete pour across Coldstream. An inlet and outfall will be required on the south side of the bridge so storm drainage does not cross the bridge, as there is no conveyance across the bridge. The walk connection on the north side of the bridge will need to be coordiaated with the proposed Town sidewalk project from the "ruins" to the bridge. The proposed wing wall on the northwest side will impact an existing storm sewer pipe and most likely the existing pine root system. Please note mitigation or re align. Show grading in this area. 10. An arborist will should be retained to preserve the existing trees. I L The light pole noted to be relocated by others will be required to be relocated by the developer. 12. The Aspens proposed on the SE corner will be required to have a revocable ROW permit and shall be placed not to impact future maintenance of the 30" CMP that was just recently installed. 13. Note drainage for the ZYo cross slope on the ped bridge. 14. Show relocation ofutility pedestals. Cascade Skier Plaza l. Provide spot elevations along all match points, grade breaks and low points. (i.e. concrete slab, Lift Ticket building, existing pavers, existing paved walk, manholes, inlet, etc...) 2. Show slopes of proposed pavers, should be minimum lolo. 3. Is the retaining wall that is to be modified to be added onto or completely removed and rebuilt, please provide construction detail. l. 2. J. i .1. 5. 6. 7. 8. 9. TO: FROM: DATE: SUBJECT: MEMORANDUM Planning and Environmental Commission Community Development Department June 27, 2005 A request for final review of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allowforthe bridge reconstruclion, located at the Westhaven Drive Bridge and Pedestrian/Skier Bridge (a more complete description is available at the Department of Community Development offices); and setting forth details in regard thereto. (PEC05-0044) Applicant: Cascade Village Metropolitan District, represented byLonco, Inc.Planner: Bill Gibson t.SUMMARY The applicant, Cascade Village Metropolitan District, represented by Lonco, Inc., is requesting approval of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the reconstruction of the Westhaven Drive Bridge and Pedestrian/Skier Bridge. Based upon Staff's review of the criteria in Section Vl of this memorandum and the evidence and testimony presented, the Community Development Department recommends approval, with conditions, of the requested floodplain modification, subject to the findings noted in Section Vllof this memorandum. DESCRIPTION OF REQUEST The applicant is proposing to modify the Gore Creek floodplain to allow for the reconstruction of the Westhaven Drive Bridge and Pedestrian/Skier Bridge. Please refer to the applicant's request and architectural plans for a more complete description of the bridge reconstruction. The applicant is proposing to begin construction of these improvements this fall with completion prior to the 2006 spring run-off. Specific construction dates will be coordinated with the State of Colorado Division of Wildlife to orotect the Gore Creek fisheries. A vicinity map has been attached for reference (Attachment A), the applicant's request (Attachment B), site photographs (AttachmentC), Architectural Plans (Attachment D), Town of Vail Floodplain Coordinator's analysis (Attachment E), a Floodplain Study prepared by Alpine Engineering, which includes the existing topographic survey data, (Attachment F), Wetlands Report prepared by Jim Eussen, Environmental Consultant, and the received public commenUcorrespondence (Attachment H), have been attached for reference. Pursuant to Section 12-12-3,Vail Town Code, staff has determined that an Environmental lmpact Report is not required for this proposal since this proposal is an "alteration, repair and maintenance of existing structures and site inprovements." ll. III. BACKGROUND On May 4, 2005, the Design Review Board conceptually reviewed the design review application for the reconstruction of the Westhaven Drive Bridge and Pedestrian/Skier Bridge. This proposal is scheduled for further review by the Design Review Board at its July 6, 2005, public hearing. IV. ROLES OF REVIEWNG BODIES Order of Review: Generally, floodplain modification applications will be reviewed by the Planning and Environmental Commission, and then any accompanying design review application will be reviewed by the Design Review Board. Planning and Environmental Gommission: The Planning and Environmental Commission is responsible for final approval, approvalwith modifications, or denial of a floodplain modification application, in accordance with Chapter 14-6, Grading Standards, Vail Town Code. Design Review Board: The Design Review Board has no review authorityovera floodplain modification application. However, the Design Review Board is responsible for the final approval, approval with modifications, or denial of any accompanying design review application. Town Gouncil: The Town Council has the authority to hear and decide appeals from any decision, determination, or interpretation by the Planning and Environmental Commission and/or Design Review Board. The Town Council may also call up a decision of the Planning and Environmental Commission and/or Design ReVew Board. Staff: The Town Staff facilitates the application review process. Staff reviews the submitted application materials for completeness and general compliance with the appropriate requirements of the Town Code. Staff also provides the Planning and Environmental Commission a memorandum containing a description and background of the application; an evaluation of the application in regard to the criteria and findings outlined by the Town Code; and a recommendation of approval, approval with modifications, or denial. V. APPLICABLE PLANNING DOCUMENTS Town of Vail Zoninq Requlations (Tltle 12, Vail Town Code) Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS, EXEMPT PROJECTS (in part) An environmental impact report shall not be required for the following projects: A. Alteration, repair and maintenance of existing strucfures and site improvements. B. A phase of a project for which an environmental impact repoft previously was submitted and reviewed covering the entire project, provided that the project was approved and not subsequently altered. C. A pr$ectwhich, on the basis of a preliminary environmental assessrnenf covering each of the factors prescribed in Secflbn 1 2-1 2-2 of this Chapter is found to have an insignificant impact on the environment. The preliminary environmental assessment and the finding on environmental impact shall bie made by the Administrator. Section 12-21 -10E, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in part) E. The Administrator may require any applicantor person desiring to modify the flood plain by fill, construction, channelization, grading, or other similar changes, to submit for review an environmental impact statement in accordance with Chapter 12 of this Tiile, to establish that the work will not adversely affect adjacent propefties, or increase the quantity or velocity of ' flood waters. Town of Vail Develooment Standards Handbook Clitle 14. Vail Town Code) Chapter 14-6, DEVELOPMENT STANDARDS HANDBOOK, GMDING STANDARDS (in part) Floodplain Standards; No grading is permitted in the 11}-year floodplain without Planning and Environmental Gomrnr'ssrbn approval. ff an applicant wshes to grade into the 100-year floodplain, an environmental impact report is required. The environmental impact report shall include impacts to vegetation, ripaian areas, appropriate hydraulic engineering calculations to show no increase in water surface profile and velocity, as well as stating that there will be no adyerse impacts to adjacent properfi'es. No permanent improvemenfs shall be constructed within 1' of the floodplain line. The floodplain line shall be determined by a registered professional land surveyorby plotting the appropiate elevation of thefloodplain on a maximum 1"-20' topographic 2' contour map using the adopted Town of Vail flood profiles (the Federal Emergency Management Agency Flood lnsurance Study). The topographic survey shall reveal the method for determining the starting point and the starting elevation forthe floodplain delineation. A site speclflc study performed by a Professional Engineer per FEMA guidelines and approved by the Town of Vail and FEtvlA may be required. vl.CRITERIAAND FINDINGS A. The flanninq and Environmental Comnlssion shall consider the followinq criteria when reviewinq an application for a moqjlication to the floodplAin: 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters. The Floodplain Study prepared by Alpine Engineering (Attachment F) states that the proposed improvements to the Westhaven Drive Bridge will cause " ...no appreciable change in the water surface profile atthe Westhaven Bridge" and the improvements to the Skier/Pedestrian Bridge ".:.will have no appreciable impacfs to the floodplain." -l he Town of Vail Floodplain Coordinator has reviewed this floodplain study, (Attachment E) and determined that this proposal "... shows no increase in the Base Flood Hevations..."and "...only negligible velocity rncreases. " 2. The proposed floodplain modification will not adversely affect adjacent properties. The Floodplain Study prepared by Alpine Engineering (Attachment F) states that the proposed improvements to the Westhaven Drive Bridge will cause " . . .no appreciable change in the water surface profile at the Westhaven Bridge" and the improvements to the Skier/Pedestrian Bridge "...will have no appreciable impacts to the floodplarn. " The Town of Vail Floodplain Coordinator has reviewed this floodplain study, (Attachment E) and determined that this proposal "... shows no increase in the Base Flood Elevations..."and "...only negligible veloci$ rncreases. " B. The Planninq and Environmental Commission shall make the following findinqs before aoprovinq a floo_qlplain modification: 1. The proposed floodplain modification will not increase the quantity or velocity of flood waters. 2. The proposed floodplain modification will not adversely affect adjacent properties. STAFF RECOMMENDATION The Community Development Department recommends that the Planning and Environmental Commission approver with conditions, the proposed floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code, to allow for the bridge reconstruction,located atthe Westhaven Drive Bridge and Pedestrian/Skier Bridge (a more complete description is available at the Department of Community Development offices); and setting forth details in regard thereto. Staffs recommendation is based upon the review of the criteria in Section Vl of this memorandum and the evidence presented. vil. Should the Planning and Environmental Commission choose to approve this floodplain modification application, the Community Development Department recommends the Commission pass the following motion; The Planning and Environmental Commission approves a floodplain modification, pursuantto Chapter 14-6, Grading Standards, Vail Town Cade, to allowforthe bridge reconstruction, located at the Westhaven Drive Bridge and Pedestrian/Skier Bridge, and setting forth details in regard thereto, subject to the follouing conditions: 1. This appraval shall be contingent upon the applicant receiving Town of Vail approval of the design review application associated with this request This shall include, but not be limited to, the review and approval of demolition plans, .site/grading plans, landscaping/tree preseruation plans, structur€ldesign plans, utilily plans, utility relocation plans, structural analysis sfudies, construction staging plans, street disturbance (i.e. street cut) plans, and all necessary details. 2. Construction and disturbance within the Gore Creek 11?-year floodplain shall only occur duing low flow periods (i.e. afterAugust 1 and priorto spring runoff). 3. Prior to constructian, the appticant shatt obtain the follouing: Town of Vail Storm Water Discharge Permit approval Town of Vail Revocable Rightof-Way Permit approval Stafe of Colorado Dewatering Permitapproval State of Colorado Division of Wldlife approval U.S. Army Corp of Engineers approval Approval of any other applicable local, state, or federal pernits 4. The applicant shall submit a stamped lmprovement Location Certificate and topographic survey of the post-construction "as-built" conditions of the subject site to the Town of Vail Community Development Department for review and approval, pior to Tovn of Vail final construction inspection. 5. As determined by the Town of Vail Administrator, any changes to the proposed design plans may require a revised floodplain study and Planning and Environmental Commission approval of a revised floodplain modification application. Should the Planning and Environmental Commission choose to approve this plat amendment request, the Community Development Department recommends the Commission makes the following findings: 1. The proposed floodplain modification witl not increase the guantity or vetocity of flood waters, based upon the floodplain study prepared by Alpine Engineering. 2. The proposed floodplain modification will not adversely affect adjacent ' properties, based upon t he floodplain study prepared by Alpine Engineering 3. Pursuant to Section 12-12-3, Vail Town Code, submittal of an Environrnental lmpact Report is not required for this proposal. a. b. e. f. $- I VIII. ATTACHMENTS A. Vicinity Map B. Applicant's Request C. Site Photographs D. Architectural Plans E. Town of Vail Floodplain Coordinator Analysis F. Floodplain Study prepared by Alpine Engineering, Inc. G. Wetlands Report prepared byJim Eussen, Environmental Consultant H. Public CommenVCorrespondence l. Public Notice Attachment Attachment: B Cascade Village Metropolitan District Proposed Bridge fmprovements Submittal to: Town of Vail Planning and Environmental Commission 1. Westbaven Drive Bridge fmprovements: A. General The proposed improvements for this bridge include constructing an arched, stone faced fagade on the upstream side of the bridge. A 6-foot wide sidewalk and a similar stone faced fagade are also proposed on the downstream side of the bridge. B. Upstream Side of the Bridge Modifications to the existing foundations on tbe upstream side to accommodate the new fagade will be minimal. Some disturbance within the floodplain will be necessary during construction at both abutments but at the end of construction, the ground will be restored to its current condition. The center pier on the upstream side will have to be extended by approximately two to tluee feet to support the new fagade. The pier extension will be in the same orientation as the existing pier. The pier cap will be lowered 12 inches to accept the proposed fagade. Some temporary disturbance will also be necessary for construction but will be restored to its current condition at completion of the pier modifications. C. Downstream Side of the Bridge Modifications to the existing foundations on the downstream side of the bridge to accommodate the new sidewalk and fagade will also be required. The abutment for the sidewalk structure and the fagade on the south side of Gore Creek will be located behind the existing wingwall and be founded on small diameter "micropiles". There will be no temporary or permanent impacts within the 100-year floodplain at this location. The center pier on the downstream side of the bridge will need to be extended approximately nine feet in order to support the proposed sidewalk and fagade. The pier extension will be in the same orientation as the existing pier. The pier cap will be lowered 12 inches to accept the proposed fagade. Some temporary disturbance will also be necessary to construct the footing and stem for the pier extension. The disturbed area will be retumed to its original condition at the end of the pier construction. The widening of the abutment for the sidewalk and fagade on the north side of Gore Creek will require a minor amount of construction within the 100-year floodplain (approximately 30 square feet). This encroachment is behind the plane of the abutment face. A temporary disturbance within the floodplain will be necessary during F12005\P05 I l6 - Cascade Village\conespondence\PEc Surunary revl.doc construction. The disturbed area will be returned to its originat condition at the cornpletion of the abutment modifications. D. Low Chord The existing low chord elevation (underside of the superstructure) will be maintained for the entire width of borh spans. The bottom of the center pier cap extension will be Iowered 12 inches. The pier cap is 4 inches wider than the pier stem on both sides. This slighlly wider cap will extend 12 inches below the 100-year water surface elevation. E. Summarv The only pennanent encroachments on the 100-year floodplain will be at the center pier and north pier of the bridge. The hydraulic analysis for the proposed modifications indicates that the modifications will not affect the 100-vear water surface elevation. 2. Skier/Pedestrian Bridge A. General The existing skier/pedestrian bridge will have its superstructure completely replaced. The total width of the bridge will be increased from approximately 1l feet to 21 feet. The bridge is a single span structure without any pier in Gore Creek. The existing abutments are both located outside ofthe 100-yearfloodplain. B. Abutment Modifications Both abutments will be left in place and will be extended on both the upstream and downstream sides. New wingwalls will also be constructed at all four corners of the bridge. These modifications will be located outside of the 100-year floodplain. Temporary disturbance within the floodplain will be necessary during construction but the disturbed areas will be restored to their original condition at the completion of the abutment modifi cations. C. Low Chord The low chord (underside of the superstructure) will remain at its existing elevation. D. Summarv No permanent disturbance within the 100-year floodplain will occur as a result of the proposed improvements. 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ITI h FHE lE , gr: '&r- i -r-r<; *F=t<r qHT. -\--- -:\.i: q\ 7": \ - ?_ \:, i d H {- =l ;q -l 5l =lT - 9c la E qEF6 F e;E !i =Y tn = EE I>5 lFl I {E F} t>;b{P'".rt'!'n,+ \.,,,. /.,^ \,IF 1q lE t iE i i4 ?*d E" fr,6EU EH3 3"t P6" lr I N 4i q(A I' sV ql ?\ BF Itr i *\]\i c-\ r i'- 7l t,* ] l\, EdE ' 5E , ir\ Attachment E MEMO To: Bill Gibson, Town Planner From: Tom Kassmel, Town Engineer Re: Cascade Metro District Bridge lmprovements - 100 Yr. Floodplain Analysis Date: 6/21/05 The Town ofVail Public Works Departrnent has reviewed the Cascade Metro District Bridge Improvements 100 Yr. Floodplain Analysis completed byAlpine Engineeriag and find that based on Alpine's analysis the 100 Yr. Floodplain will not be substantially impacted duq to the Westhaven Drive Bridge and Westhaven Skier Bridge Improvements. Alpine's floodplain analysis shows no increase in the Base Flood Elevations @FE's) as a result of the final configuration of the improvements and only negligible velocity increases. Due to the nature of this construction being adjacent and within the existing 100 year floodplain, staff recommends that a pre-construction and post construction detailed survey is prepared in order to ensure that no additional grad,e changes occw within the floodplain other than what is currently proposed and analyzed by Alpine Engineering's floodplain study, and that all temporarily disturbed areas due to construction are brought back to existing conditions. Any changes to the current desigrr plans will be required to undergo a revised floodplain sfudy. In addition it should be noted that the developer/contractor shall obtain the proper approval/permits from the Army Core of Engineers and the Division of Wildlife. Attrachment F 'I 1 FLOODPLAIN STUDY FOR CASCADE VILLAGE METROPOLITAFI DISTRICT GORE CREEK BRIDGE IMPROVEMENTS JUNE 2OO5 -: I FLOODPLAIN STUDY FOR CASCADE VILLAGE METROPOLITAi\ DISTRICT GORE CREEK BRIDGE INIPROVE,MEI\TS JTJ'NE 2OO5 PREPARED FOR: ENGINEER: Cascade Vitlage.Metropolitan Districr 1000 South Frontage Roact West Vail, CO 8 1657 Aipine Engineering, Iuc. P.O. Box 97 Edrvards, CO 81632, (970) 926-33.ttr APPEI{DIX 't I :.1 f1 :1 {J l I I i.J 11 I t_t f1 ,l l .J j J .J l :] .i I I j l I t .J I ''-1 I rJ I r. J I I ..t I. INTRODUCTION The Cascade Village Metropolitan District (CVI\4D) is proposing improvements to two (2) existing bridges in Cascade Village, Vail, Colorado. The proposed improve,ments witl be made to the Westhaven Drive bridge skucture and the skier/pedestrian bridge south of Liftside Hotel. Each sfucture spans Gore Creek and are located in Section 12, Township 5 South, Range 82 West of the 66 Principat Meridian. II. DESIGN CRITERIA The U.S. Amry Corps of Engineers HEC-RAS Version 3.1.3 computer program was used to calculate water surface profiles for the existing and proposed conditions. The program was run for subcritical flows. The Army Corps of Engineers HEC-RAS (V3,1.3) program was used in conjunction with the HEC-2 input data to plot profiles and cross- sections. Manning's'in" values of 0.04 aad 0.08 wereused for channel and overbank calculations respectively. The hydraulic analysis for this study were based on unobstructed flow. Cross-secfions for the study areas at the Westlaven bridge and the skier/ped bridge were provided by Alpine Engineering Inc. The North American Vertical Datum of 1988 QI{AVD) was used as the referenced vertical datum. June 2005 CVN4D Floodplain Study June 2005 : ; i r I ,):1 ,.1 't l ) I I ,,..} I I 'I :ll /il ':l I .l 'I r1 r,.J l,l I rl r.J 1't 'I ;t i:.J 1) I iJ tl ,l IJ ,l ,'|i.i i I .,J 'l I .J I I .J 'I I ,i UI. PROPOSED IMPROVEMBNTS . 1. WEST&|VEN BRTDGE The existing westhaven bridge structure will be widened approximately g' (feet) on the west side of the existing bridge to accommodate a pedestrian sidewalk. The propose.d improvement will require a widening of the existing north abubnent as well as the center bridge pier. A stone veneer will be added to the sidewalls of the existing bridge. Based on the current stuctural design, the nortl abutrnent will be extended approximately 8' (feet) to the west. lnstallation of this abutment will occrn within the existing floodplain. The width of the south abutment will not change. A bearing seat will be installed south of the existing wingwall. The center bridge pier will be extended approximately 8' (feet) to the west and 15- (inches) to the east. This work will occur within Gore Creek. 2. Skier/Pedestrian Bridge Proposed improve,t:rents to the existing skier/pedestian bridge will include widening the bridge approximately 5' (feet) on the east and west sides of the bridge. The existing abutments will be widened approximately 5' (feet) and new wingwalls will be added. Per the current design, these permanent improvernents will occur outside the existing floodplain. C\A4D Floodplain Study Iv. HYDRAI]LICANALYSF 1. Westhaven Drive Bridse The Westhaven Drive bridge structr:re is located upstream of Buffehr Creek and downstream of Red Sandstone Creek Psr the "Flood Insurance Study, Eagle County, Colorado, and Incorporated Areas," the 100 year peak discharge will be 2,620 cfs (Table I - Suurmary of Discharges). Further, the report indicates that the section immediately above the Westhaven Drive (Section T/Figure 62P) has a qross sectional area and meau velocity of 251 - SF and 10.4 fps respectively. For pnrposes of our analysis, we have interpolated a flow of Q/l 00 = 2610.4 cfs. Based on our analysis and the current structural desiga, we see no appreciable change in the water surface profile at the Westhaven Drive bridge. In order to effect the proposed improvements, construction acfivity will be roquired within the existing floodplain and Gore Creelg but the permanent additions to the Westhaven Drive bridge will have negligible effects. Skier/Pedestrian Bridse The proposed improvements to the skier/pedestrian bridge will require construction activity within the existing floodplain and Gore Creelg but the permanent improvernents will be located outside of the floodplain. The improvements will have no appreciable impacts to the floodplain. , I ,l ,l June 2005 CVMD Floodplain Study 1 a-r'€ FLOOD INSURANCE STUDY EAGLE COUNTY, COLORADO, AND INCORPORATED AREAS REVISED PRELIMENARY MICHAEL BAKEF, JR., INC. AU6 2I 2003 Fedei'al Emergency Management Agency FrooD rNS uffi irto:Ix"" N UMB ER This preliminary FIS re;:ort includes only revised Flocd Proflles and Floodway Data tables. See 'Notice to Flood lnsurance Siudy Users" page lor additionaldetails. Community Community Name Number A\ON, TOWN OF 080308 ,BASALT, TOWN OF O8OO52 EneuE, rowu or 080238 GYPSUM, TOWN OF 080295 MINTURN, TOWNOF O8OO53 REDCLIFF, TOWN OF 080260 VAIL, TOWN OF O8OO54 EAGLE COUNry UNINCORPORATED AREAS O8OO51 .l .J j I :l ..,-'-'- Flooding Source and Srudy Reach .i tf I Fryingpan fuver r'r At Mouth , r Above Basait I At upstreara limit of study Gore Creek Near Mouth i$Upstream of Buffebr Creek Upstream of Red Sandston . ; UPstrearn of Middle Creek { UpstueamofSpraddle Creek ' I Upstream of Mill Creek Downstream of lst Vail Course Bridee j Upstream of Booth Creek J Upstream of Pitkia Creek Upsfteam of Bighom Creek , Gypsum Creek ' - At Confluence with Eagle River ) I Middle Creek Near Mouth .l " "Table 1. Surrmary of Dischirges Drainage Area .Peak Discharges (cfs)(Sq.Mi) 10-Year 50-Year 100-Year 500-Year I NORTH TR.tsUTARIES Bigborn Creek Near Mouth Black Gore Creek Near Mouth Booth Creek Near Mouth ' Brush Creek . At downstream corporate lirrrits of the Town of Eagle Buffelr CreekNearMouth Eagle River Downstreani of US24/US6 ) . Upsteam of Gypsum Creek confluence f Upsteam ofBrush Creek conlluence Do w:rstream of Mintr:rn Upstrerm of MinturD Downstream of confiuence with Homestake Creek Downstream of confluence with Turkev Creek At USGS GageNo. 630 East Mill Creelc/West Mill CreekNear Mouth 4.5 180 20.7 440 6.0 245 280 340 640 770 370 460 1,?25 1,400 ?20 270 8,223 9,727 . '1,230 8,400 6,260 7,280 2,800 3,409 2,700 3,300 1,960 2,280.1,480 t,690,. 1,130 . 1,330 300 370 3,950 'lJ.sA 3,860 7,000 3,500 5,350 2,650 2,93A 2,62A 2,880 2,310 2,610 2,150 2,380 2,L00 2,320 1,930 2,130 i,840 2,030 1,670 i,950 1,47Q 1,640 1,350 1,500 1,950 2,150 140 160 : .. 250 590 -l 330 150 4.6 944 808 658 260 24s 152 r02 v2 875 l)u 1,150 200 3,300 3,230 2,950 5,904 '7,564 5,300 6,900 4,590 s,800 1,925 2,550 1,900 2,500 t320 1,750 r,000 1324 '7'.70 1,030 7.2 200 284 298 2,250 290 2,200 253 2,000 102 1,990 2,490 90.6 't,950. 2,420 77.1 1,790 2,t70 68.8 1,600 1,990 66.5 1,560 1,940 58.9 7,42Q 1,780 55.0 1,350 r,690 48.0 l,nA 1,530 40.3 1,080 1,350 35.7 990 1,240 100 1,450 r,775 2T <o lln l"n J.J IJV TJIJ EI.EV^TION IN FEET (NAVD EB) FLOOD PROFILES EMERGENCY }{ANACSMENT AGENCY EAGLE COUNTY. 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AOLOB^FC soo* _ PAG _FECEF'Bk- u uf r U(J LUVJ ?tEU I U | 44. nt I Lt,,ltVVr I ltvl Oanvcr Oft\oe 17OO $roadway, Sultc OQO I]OI\K), INC Ctvll, SLrclurrL Tr.n.Porbtlon i EnehonmrnFl CantDldng Al^r' 1962 f fli\ uu. JuJoc,uuJv I ?rcJadE; w Cncckad b! glbicorr 41*."tdl e7, Oenvcr.Colorado bQ?9O (\Ob)620-0098 A I I I I r, v4 \ N $ l"i t*- \.$ \s{ l.( $${ $ \ { $ \ s g \ 1.r \H $t \^\r tl'S $$ t- sS , tR ir s \$r n1 \ $ii v'\ ts,a+ tr \i[. .t *.I ti; F ,k (3o3) 62o-e697 '-t 'l 1i I I j '1 ,l "t I i::l rt i- -I ,-Jtl :l iir € -.1 l'l il il I l ,.'rl it I ;l 't 1 ,l I I .i l l :. J I I J j ..i I I ,l ' ]-- l ...J l 'I .i MlffifiilfliigF n rl nr lisE ffi-ffiisi; H @trffiFFii 5. ry3 EE (,\u- r rr\z\l -\,= \-/ (n z F z Y rh z F t- ;;FIE> I>EP zu)crEc =sP <nt L)F (n U izJ <5 EF OF o H I o o frmffifiililn ffiffiffi F@W Fx EF \L- t\ |1\ l r \f (n z F z C) r-'1 (n r\ FIH jE* I-F(A ;>laP zvt m9o =s9 <n14 CJF U) U HEg E*;86 rE 6 z.J 36 6*9 OF q tr g I o o Mffimmg;3F flffi-ffiigii xil Es-E: al|llll[J$ EE;t "ull|'L. llfl gceY ''{tUlllL. S38a FIH l-1 E> }> EP zo -- Gf Lr:I > A =sP t-1 li )i <t3tr'UF CN CJ From: To: Date: Project: Subject: Attachment G MEMORANDUM Jim Eussen - Environmental Consultant Steve Banks May 26, 2005 Cascade Village Metropolitan District Capital Improvements Bridge Improvements - Wetlands Study On May 4,2005 I made site visits to both the Westhaven Drive Bridge and the Bridge, located approximately Vt mile upstream from the Westhaven Bridge (See location plans). This site visit was conducted jointly with Steven Banks from LONCO,c. the prime consultant on the project. The purpose of the site visit was to review the areas adj to each bridge to determine if any wetlands were present. The results of the wetlands survey ill be used to support the US Army Corps of Engineers Section 404 Permit application and fl other submittals to government authorities. My inspection of the Westhaven Bridge site revealed that there were no wetlands present vicinity of this bridge. My inspection of the SkierlPedestrian Bridge site revealed an area of wetlands on the bank of Gore Creek, centered about 40 feet west of rhe bridge and well beyond the limits any proposed improvements. I delineated this area of wetlands and it was surveyed and is icted on the attached sketch. The closest this area of wetlands comes to the existing bri 1S approximately 25 feet. Based on the proposed improvements, no wetlands will be i However, proposed activities will occur within the limits of Gore Creek, which are Waters U.S., and will require prior acquisition of a Section 404 permit. f the Attachments:Site Location Plans (2) Wetlands map near the Skier/Pedestrian Bridge the F:\2005\P05 I | 6 - Cascade Villase\correspondence\Banks052605m.doc $ .o*' /' ." //'l /.r ,/' / .!1 .'' ..i , ,i T ti 1.,i rV tI / gti | ..L-,/ t'r,, \rf i'r ill /Lrrn rt\ t ,( | ,l /n*roJ ,fi !j E'i ;l LIMITS OF 1OO YLAR FL wl \. './tr {5Y : A-. ^/D | -Lr ;r> | \_.) i llEflElfrGEFr GrrlE Attachment H June 1.2005 Dear Bill, Attached please find the letter I e-mailed to Tom Kass to be included in the materials for The Westhaven Bridge Improvement Application. He suggested that I also deliver you a copy for your consideration. Don MacLachlan and the council members also have copies. Thank you, A', , '^t-iltt -vrua'u- Eileen Miller eileenm@vail.net 1415 Westhaven Drive Vail, CO 81657 May 27,2045 Tom Kassmel, Town Engineer Town of Vail 1309 Elkhorn Drive Vail, CO 81657 Dear Tom, We are writing to express our serious concerns regarding the possibility of the addition of a pedestrian lane to the south side of the bridge on Westhaven Drive over Gore Creek. We believe that the new pedestrian lane should be installed on the north side of the bridge for both safety and aesthetic reasons. We live fulltime at 1415N Westhaven Drive, which is the first house on the south as you cross the bridge entering Glenlyon subdivision. It is our observation that, for both safety and aesthetic reasons, the pedestrian wallwav will be most effective if placed on the north side of the bridee, the side on which the Coldstream and Park Meadows Condominiums are located. SAFETY CONCERNS: Living on the stream and immediately at the bridge, fulltime, afforded us the opportunity, unlike anyone else, to watch pedestrians on a regular basis as they travel to and from both Coldstream and Park Meadows. Their scattered traffic have always been a safety concern from our vantage point. Frankly, we are amazed that a serious personal itjury has not occurred since very few vehicles travel at the 25mph speed li along a road with limited vision. In the summertime, many s children, walking, or on scooters, etc, often accompany groups with baby strollers and/or dogs, etc. In the wintertime, skiers carrying equipment emerge from both Coldstream and Park Meadows in large groups on their way to Chairlift 20. These groups generally scatter all over the street looking for direction the Gore Valley Trail. This presents a real possibility of perso injury as fast moving cars and trucks unexpectedly encounter groups. LOGICAL SOLUTION: Keeping the pedestrian flow on the north side of the street wher the pedestrians originate would be the safer choice. Installationlof a short sidewalk outside the entrance to Coldstream leading to pedestrian walkway across the bridge would concentrate peoplelon the north and out of the middle of the street. Groups visually sepk direction across the bridge, so such an arrangement would keep them from fanning out all over the street, as we see now. A painted crosswalk on the street atthe northeastern end of the bridge could then lead them over to Gore Valley Trail and on thpir way. Placing the new walkway on the south would continue encourage pedestrians from Coldstream and Park Meadows'to spread randomly around on the street as they seek a way across the bridge. ll ch AESTHETIC CONCERNS Other than the safety issue, which is undoubtedly the most important, we, as permanent, fulltime homeowners know that placing the pedestrian lane on the north will more fully protect the beauty of our properfy. We are proud to call Vail our fulltime home and have worked diligently to maintain our grounds for our benefit as well as for that of our neighbors and visitors. At this point, as we have outlined in the section above on SAFETY CONCERNS, pedestrians from Park Meadows and Coldstream generally walk in groups down the middle of the street. If the new pedestrian walkway is installed on the south, these same groups will practically be led directly into our yard. Placing the new walkway on the north will not infringe on any private homeowner's private properfy as it will impact us on the south. Placing the new pedestrian walkway on the north side of the bridge will protect both the pedestrians and our property. CONCLUSION In making your decision whether to place the bridge walkway on the north or the south, please consider the safety issues we have pointed out as well as the aesthetic ones. We know that improvements such as this walkway require much study. We know that the well-being of the stream, trees and boulders, as well as utility placement and land lines are considerations, but placing the new pedestrian lane on the north side of the bridge is clearly the better choice for the well-being of the locals and the visitors to this are&. We will appreciate your support! Sincerely, Clt*rq Eileen and Gary Mi June. 2005 ONE NE LAGOON ISLAND COURT 5EWALL'S POINT FLOR,IDA 34996 TelephoneTT2 Emoil el June 2, ZOO5 Tom Kossmel, Town Ergineen 1309 Elkhorn Drive Voil, CO 81657 Denr fulr. Kossmel, We orewriting to express our conc?rn regording the locstion of the proposed pedestrion lane Westhoven Drive Bridge. We have o home ot the top of Westhcven Circle ond find thot the foot emerging from Coldstreom ond Pork Meodows spreods out in oll directions ond ot oll points moking it a dongerous area for pedestrians ond drivers alike. Any project thot will keep pedesfri the rniddle of the rood is o good one, however, it seems thot keepilg oll the traffic on the north road until the bridge hos been crossed would decrease the likelihood of on occident. The north rood would olso mokg sense for o sidewalk oll the way from Greenhill to the porking structure, pedestrions crossing in front of tr.offic emergittg from both of the Westhoven Circle int We reguest thqt oqr comments be considered and submitted with cny opplicotions for this pro Thonk you. Roy ond Ellyn Stevenson 123O Westhoven Circle cc: Bill 6ibson FaxT72- soN 87-9995 87-9996 l@cs.com the c the rood, out of of the of the on Weslhaven 1 Mr. Tom Kassmel, Vail Town Engineer Dear Mr. Kassmel: My wife and I own a house in Glen Lyon at 1150 Westhaven Lane and were recently advised that the Town is considering installing a pedestrian pathway on the bridge on ihe east side of the bridge rather than on the west side directly adjacent to the Cold Stream condominiums. lt seems to us that most pedestrian traffic during the ski season will be coming from the Cold Steam condominiums since that is where the bulk of the density on the north side of the bridge is located. lt makes no sense to us to have the pathway on the east side of the bridge raiher than on the west side. We have to drive over the bridge to get to Westhaven Lane and to have skiers crossing the road after they cross the bridge seems to be a safety risk. Further it may encourage Cold Stream pedestrians to walk on the side of the road adjacent to Cold Stream rather than using the pedestrian pathway thereby defeating the purpose of the pathway. Since we can think of no benefit to having the pedestrian bridge on the opposite side of the street, it seems to us that the Town should locate the pathway directly adjacent to Cold Stream. I would appreciate your advice as to what you intend to recommend to the Town on this maiter and why. Thank you for your conqideration. Sincerely Roberl Rosen Robert J. Rosen Greyhawke Capital Advisors LLC 340 Pemberwick Road 1st Floor Greenwich, CT 06831 Direct Phone: (203)41 3-0366 Fax: (203)286-1571 Attachment: I THIS ITEM MAY AFFECTYOUR PROPERTY PUBLIC NOTICE NorlcE ls HEREBY GIVEN that the planning and Environmental commission Town of Vail will hold a public hearing in acclordance with section 12-3-6, Vail Code, on June 27, 2005, at 2:00 pm, in the Town of Vail trrtunicipat consideration of: A request for a final review of an amended final plat, pursuant to chapter 1 Exemption Plat Review Procedures, Vail rown code, to allbw for an amendment existing platted building envelope, located at 1463 Aspen Grove Lane/Lot gB, Ridge Filing 4, and setting forth details in regard thereto.Applicant Robert and Kristine selby, represented by John Martin Architect, LLC Planner: Bill Gibson A request for final review of a floodplain modification, pursuant to chapter 14-6, , standards, Vail rown code, to allow for the bridge reconstruction, located westhaven Drive Bridge and Pedestrian/skier Bridge (a more complete descrip available at the Department of community Development offices); and'setting forth, in regard thereto. Applicant Cascade Village Metropolitan District, represented by Lonco, lnc.Planner: Bill Gibson A request for a final review of a variance from seclion 12-6c-6, setbacks, section 6C-8, Density Control, and Section 12-6C-9, Site Coverage, pursuant to Chapter 12 Variances, Vail rown code, to allow for a residential addition, located at 1448 Vail Va Drive/Lot 18, Block 3, VailMllage Filing 1, and setting forth details in regard lhereto.Applicant Robert Stephenson, Jr. and John Schofield, represented by Snowdon Plannen Hopkins Architects BillGibson A request for a final review of a conditional use permit, pursuant to Section 12-7t Permitted and Conditional Uses; Second Floor and Above, Vail Town Code, to allow a professional office and studio, located at 450 East Lionshead Circle (T Building), Lot 6, Vail Lionshead Filing 1, and setting forth details in regard thereto.Applicant Vail Resorts, represented by Braun Associates, lnc.Planner: Bill Gibson A request for a final review of a conditional use permit, pursuant to Section 12 Parking, Vail Town Code, to allow for a revision to the approved parking plan at the Valley Medical Center, located at 181 East Meadow Drive/Lots E and F, Vail Filing 2, and setting iorth details in regard thereto.Applicant Vail Valtey Medical Center, represented by Mauriello Planning Group, LLC Matt Gennett Plannen r0mY yAn 2- 17, olaloa' ktlu 'the own Lin 12, an n's mg the iS From: To: Date: Subject: Biil, "Steve Banks" <sbanks@Lonco.com> <bgibson@vailgov.com> 0612412005 4:28:23PM Cascade Village Bridge lmprovements - Updated Hydraulic Study Exhibit I spoke with Tom about the inconsistency in the exhibitfor the Skier Bridge that accompanied the hydraulic sludy. We have modified the exhibit to reflect the proposed configuration at the abutment. This configuration will require that the abutment be completely replaced rather than extending the existing abutments as was originally intended. The proposed configuration involves no permanent encroachment into the 1O0-year floodplain at the Skier Bridge. Since the overall exhibit is to a small scale, we have also attached larger scale partial plans at each abutmeni. Please use these exhibits to replace the exhibit that was originally included. The exhibits should now be consistent with the hydraulic study. As I mentioned in our phone conversation, l'll put four stakes, two adjacent to each abutment, at the Westhaven Bridge that represent the outer width of the proposed improvements. At the Skier Bridge, l'll put four stakes that represent where the front face of the new abutmenvwingwall corners will be located. Thanks. <<Bridge.PDF>> <<EastAbut.PDF>> <<WestAbut.PDF>> Steven C. Banks, P.E. Principal LONCO, Inc. 1700 Broadway, Suite 800 Denver, CO 80290 (303) 620-0098 (303) 620-9397 fax CC:<tkassmel@vailgov.com>, <bill@vailarchitects.com>, <carasim@vailarchitects.com> I Ft 07/11/200s DRB Number: DR8050330 Action: APPROVED Date of Approval: DUNNING DORWARD 4-0 ,*ffi Motion By: Second By: Vote: Conditions: Cond: I (PLAN): No changes to these plans may be made without the written consent Vail staff and/or the appropriate review committee(s). Cond: 0 (P[JAN): DRB approval does not constitute a permit for building. Please consult Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the of final approval, unless a building permit is issued and construction is com and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid: $25O.OO 6*"dts- W Design Review Board ACTION FORM Department of Community Development 75,South kontage Road. Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: Project Description; IMPROVEMENTS TO THE WESTHAVEN DRIVE BRIDGE AND CASCADE VI SKIER BRIDGE Participants: OWNER TOWN OF VAIL CiO FINANCE DEPT 75 S FRONTAGE RD VAIL co 81657 APPLICANT LONCO INC. C/O STEVE BANKS 0211/2005 Phone: 303-620-0098 . T.7OO BROADWAY SUITE BOO DENVER co 80290 Project Address: Location: 1400 WESTHAVEN Legal Description: Lot: Block Subdivision: GLEN LYON SUBDIVISION Parcel Number: 2103-121-0001-0 Comments: BOARD/sTAFF ACTION ! Ilt IOlt,NM Application for Design Review Department ot Community Development 75 Souih Frontage Road, Vail, Colorado 81657 tel: 97 0.479.21 39 fax: 97O.47 9.2452 web: www.vailgov.mm General lnformation: All projects requiring design review must receive approval prior to submitting a building permit appllcation. Please refer to the suffnittal requiremenb for the particular approval that is requested. An application for Design Review cannot be accepled until all required information is rocelved by the Community Development Departrnent. The proiect may also need to be reviewed by the Town Council and/or the Planning and Environmenbal Commission. Design review approval lapses unless a building permit is lssued and construclion commences within one year of the approval. DescriptionoftheRequest: Remodel of Existing Bridges at l{esthaven Drive Crossing Gore Cre-ek and Including !'lidening and Fjnish Improvements Location of the Proposal: Lot:==-Block:-- SuMiMsion:Cascade Vi I lage Physical Address: parcer No.: 210312100010 w*'thuu'n(8"11i"q?"[Ls8i nxf*s#.?8t3e3!r1bx5""r331"'"?*.1 Zoning: SDD #4 Name(s) of Owner(s):Cascade Vi I lage Metropol itan District Mailing Address:1476 Westhaven Drive Vail, Co]orado 8 Owner(s) Signature(s): Name of Applicant:, Inc. c/o Steve Banks Mailing Address:1700 Broadway, Suite 800, Denver, Colorado 80290 U N sf o v1 c w w o E.mail Address: sbanks@lonco.com Phone: (303) 620-0098 Pax: (303) 620-9397 Type of Review and Fee:. Signs . ConceDtual Review . New Construction . Addition Minor Alteration (multi-fa mily/commercial) Minor Alieration (single-f amily/duplex) Changes to Approved Phns Separation Request $50 No Fee $6s0 $300 $2s0 $20 Plus $1.00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior converslons). For minor changes to buildings and site improvemenb, such e, reroofing, painting, window additions, landscaping,'' fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Fee Paid: Meetlng Date: Planner Page 1 of 12104101104 ****** * * ++******+**d.***+******++****** * * + + * * * **************++***** *************f+*****f**++* TOWNOFVAIL, COLORADO SEIEMENt ,t*'l***********:************+******f,**********f**1.*****+++*****f*+********++****,***'t**!F*f***,t* Stat.ement Number: R050001032 Amount: 9450.00 07/LL/2OOStL ! 08 AM Pal'ment Method: Check Init: lIS fNC. Notation: 38859/IrONco, Permit No: DR8050330 Type: DRB-Minor A1t, Cornm/Multi Parcel No: 2103 -121-OOO1-0 Si.te Address : Location: 1-400 WESTHAIIEN Total Fees: $450.00 This Payment: $450.00 Total AIJ., Pmts: $450.00 Balance: $0.00 *+*************************************************+**************!8******************+:l***** ACCOUNT ITEM LIST: .Account Code Deaef,iDtion Current Pmts DR OO1OOOO31122OO DESIGT{ REVIEW FEES 450.00 VAIL CASCADE CONDOMINIUMS July I l, 2005 Community Development Town of Vail 108 South Frontage Rd West Vail, Colorado 81657 Attn: Bill Gibson The Cascade Village Metro District approved the plans for the Westhaven Drive Bridge and the Skier Bridge improvements as presented in this application package. Please let me know ifyou have any questions. (N> CVMD Board Member 1476 Westhaven Drive .Vail. Colorado 81652 97O.476-6106 . 800.543-4B01 , Fax 97O.476.4946 t, | ftncipAa 5 TE\,'EN '-, BANK3, EE. wtLLAt"l U. EfE nE.. 9_E. MARK A. HAI,IOUZ EE. J,l'. LLE', t'.E.NO, II{C Civll, SLruotural, Tranepo(Ealton & Environmenlal Consullinq 1ervicee Stnce 1962 July 11,2005 Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Attn: Bill Gibson, AICp Town Planner Subject:Cascade Village Metrop olitan District Proposed Bridge Improvements - Westhaven Drive Bridge and Skier Bridge Request for Design Review Board Final Approval Dear Bill, We have attached herewith, the required documents for consideration for final approval by the Design Review Board (DRB). We would appreciate being added to the DRB agenda for the August 3,2005 meeting. In your letter of April 29,2005 and our subsequent meeting on May 20,2005, you indicated certain information that would need to be submitted for DRB final approval and other information would be required for final Town approval for this project. We have attached an application for final Design Review Board consideration along with the required information. With regard to the bullet items in your April 29ft letter, the following are our responses: r We are hereby submitting demolition plans, structural design plans, utiliry relocation plans, site plans and landscaping/tree protection plans. . Thc existing bridges were constructed back in the 1960's and even after extensive attempts to find original design plans, we have not been able to do so. With regard to the Westhaven Drive Bridge, the existing structure is visually load rated by Colorado Department of Transportation (CDOT), in accordance with their standard procedure. The proposed widenings of the abutments and center pier are designed to take the full load of the new construction without adding to the loads on the existing substrucfure. The existing superstructure will have only a minimal increase in loading caused by the application of the thin veneer stone to the existing parapets. The proposed facades are independent of the existing bridge superstructure. The proposed structure for the sidewalk (precast concrete double tees) is also independent of the existing superstructure. F:U005\P05116 - Cascade Village\conesn@S{ig.\gibqoiflfiB(fuilway, Suite BOO, Denver, CO BO29O Fhone: 3O3-62O.0O98 t Fax: 303.62O.9397 . E-maiL lonco@lonao.con . Webeite: wwwJonco.cDm Aa6oa ale4 DAN]EL J. BECHTOLP E, \T .,LIAM A" D EIRCK :, DRENDAN J. KE IX PE, gTANLEY F. Ko|AYASH|. rE. With regard to the Skier Bridge, atthough it is not inspected by CDOT, we have inspecred the bridge and found the existing superstructure and,substructure to be in good condition. The initial concept was to widen both the existing substruture and superstructure. Since the conceptual submittal to the DRB was made, discussions with the Town, Vail Resorts and the Cascade Metropolitan District regarding funding and functional requirements for the bridge have caused the plan to change. We are still proposing widening the abutments (as previously proposed) but we now propose completely replacing the superstructure with a composite steel girder tlpe structure. The widened abutments have been designed to take the additional superstructure loads. The Cascade Village Metropolitan District has agreed to provide snow removal on the 6-foot wide sidewalk for the Westhaven Drive Bridge. A maintenance agreement to this affect will be executed with the Town. A floodplain analysis was submitted to the Town for the proposed improvernents. There will be minor permanent encroachments into the 100-year flood plain at the Westhaven Drive Bridge. The . floodplain study has indicated there will be no significant impact on the 100-year floodplain. No penrxrnent encroachments into the 100-year floodplain will occur at the Skier Bridge. The floodplain analysis and grading was submitted to the Planning and Environmental Commission and was approved, with some stipulations, at their June l'l ,2W5 meeting. A wetlands delineation was performed by a qualified environmental consultant. No wetlands will be affected by this work. This study, as well as additional supporting information will be submitted with an apalication for a US Army Section 404 permit. Other permits, including a Town of Vail Stormwater Discharge Permit, a Town of Vail Revocable Right-of-Way Permit, a State of Colorado Dewatering Permit and an Eagle County grading permit will be obtained in the near future. o Coordination has taken place with the Colorado Division of Wildlife and their concerns will be addressed in the conffact documents. o No disturbance of the planned paving is anricipared. We have attached the appropriate items either noted in your letter or as required by the DRB application. If Attachments: cc: Don Machlachlan - Cascade Village Metropolitan District BilI Pierce - Fritzlen Pierce Architects F:9005\P051 i6 - Cascade !-iltage\correspondelce\gibson070805-doc LONCO, Inc.,17OO Eroadway, Suite 8OO, Denvor, CO 8O29O Phone: 3O3.62O.Oa9B o Fat< 3O5.620.9397 t E-Mail: Ionco@lonco.com t Websitc: www.lonco.com t, I *rr* To: Bill Gibson From: Tom Kassmel Date: July 27u,2005 Re: Cascadelmprovement The Cascade Metro District improvements have been received and reviewed by the Town of Vail Public Works Department and we have the following comments that shall be resolved prior to issuance a consfuction permit. Prior to buildine permit apnroval: 1. Add Town of Vail General Notes. (Contact Tom Kassmel 479-2235) 2. Add utility sign off block to plans and have signed. (Contact Tom Kassmel) 3. A Town of Vail Storm Water Discharge Permit will be required along with an erosion control plan. 4. A Public ROW permit will be required along with a construction schedule, staging plan, traffic control plan, likepath detour plan,. 5. Provide existing surv-ey spot elevations that accurately reflect existing conditions within the floodplain that will be used to match to for the post construction survey for both bridges. 6. Provide engineers starnp on all necessary plans. 7. A dewatering permit should be applied for prior to Building permit submittal. 8. Approval from the ACOE, DOW shall be in hand prior to building permit approval. Skier Bridee: l. The existing asphalt path, within the limits of the widening shall be completely removed and replaced with a section of 3" HMA over 6" Class 6 base course OR milled and overlayed. In either case the seams shall be infrared. 2. Show limts of disturbance fence. 3. Provide note that all disturbed areas will be required to be revegetated with an approved seed mix. 4. The longitudinal slope along the bridge is inadequate for drainage, please note on plans where crowned bridge will drain. 5. Confirm with other utilities that additional conduit should not be run beneath bridge for future use. 6. The Demo plan shows wrong linetype for existing water line. Bridge lmprovements Site Location Plan l: I I I t I I t I I I I I I t I I I I VA'L RI/I,I ltcoo I I II ffi ry 't N Westhaven Drive Bridge & Skjer Bridge Location Plan .{StE POINTE s ,F" * G_EN f_ o{tr cltsrivcnll rrtAtvsFlE|.o C0ll00lllttlui'lS tmg Bridge lmprovements Westhaven Drive Bridge Existing Photographs I I I I I t I I I I T t I t I I T t I Cascade Village Metropolitan District I I I t I T T I t I t I I I t I I T I General View Looking North Westhaven Drive Bridge Existing Conditions View of Upstream Side (Winter) -l- Cascade Village Metropolitan District Westhaven Drive Bridge Existing Conditions View l-ooking North Along Downstream Side l' I I T I I T I T I I I t t T T t I I View of Upstream Side l-ooking South (Summer) .t I I T I I T I I I t I I T T I I I T t Cascade Village Metropolitan District Westhaven Drive Bridge Existing Conditions View Looking South Along Downstream Side View Looking South Along Downstream Side -3- Bridge lmprovements Westhaven Drive Bridge Rendering T l I I I I I t I t t t I I I I T I t ( \t'K ',- ',,f -r)J '(l ,^l al ") \sF? (v.-i D "nfil'-4- - t..-_ - t t I I I t I I I I I I I I I I I I I Bridge lmprovements Westhaven Drive Bridge Proposed Materials List and Gut Sheets N1A N/A N/A N/A I I I I I I I I I I I I I I t I t I I Buildjng Materials Roof Siding Olher Wall Materials Fascia $cdlits Wndows lMndowTrim Dmrs Door Trim Hand or Deck Rails Flues Fl6hing Chimneys Trash Endosures , Grcenhous* Retaining Walls Ederior Ughting Other Bridge Improvements FROPOSED MATERIALS Tvoe of Malerial Robi nson Riv-er Rock Veneer (Blue River) N/A N/R N/n Robi nson River: Rock Veneer (Blue River) BEGA'Product. # 2928P Recessed Luminaires {l.'lesthaven Cut Limestone Capstones and Quoining Golor Varies - See Cut Sheet Oxford Brown Varies - See Cut Sheet Only) Black - See Cut Sheet Grey - Notee: Please specifu the manufacture/s name, the color name and number and attach a color chio. Page 6 of 12lMlA1lA4 t t I I I I I I I I I I I I I I ry Thinrock* Natural Stone Robfurson Rockil oouples des'gn elegance widr insAllaim simplicity. It is rcal s.torre, uniquely cut and prckaged as TtinocklM allowing the toedom to oeate magnificent interior and exterior walls witrrqrt the need fc lmd-bearing formdations, Thre is nc*hing quite lile tE lu$er fld spfrkle of nam.al slcne. Clmoee fiom numerun styles, texbrrqs, and colors, ad rust Rchinssr Brick Company to povide exceptioral va.lue and quality wift beautiful, na[lral stcrE. Proeosei t.\o\r.c,-l S<r,.q, Veneec Noiq Colors stnwn b€re are meant to s€rve as guides snd do not rcpr€s€nt the full range of colon available. Plesse ask !o see satrples befoE making ,,our color selection. Robiflsoo Rock is manufaqued under $rict quality guid€lh€s. The product is made fiiom na$ral mir€rials and no wan"nties apply. ft,oftd Rcbinwn Rockw is manufacnrrcd under an trSO 9001 registercd quality system, whictt ittcludes testing of the raw maerials, and verification and prmcdut of the natural storB raw materials to ensure rnanufacudng cursisterpy ad gedictability. Robinscn Rock-'u ThinroclCv averages in thickness tom 3/d to I Va", and all Eodrcts weigb less ftan 15 prnds per squae fmt as rrandated by LJBC, thus eliminating dre requirenrnt fcn load-bearing fomdatians. Prodrcts rnay be clemed in tlp same nuumer as any nanrral stone masomy poduC, garrally wift a mild detergcnt Partaging Rdinssr Rak is packaged in lrge boxes that curtain eitlrer 10 squae feet of flats, or 100lircar feet of cdners, and small boxes which mntain either 5 quarc feet of flds or 5 linear feet of coners. Calarlating the amomt of Robinson Rock rcquircd for a project is easy. Fint fnd trc toal square fooage by measr:ring the widrh and trcight of the aeas to be coveled Theq estimate the corrrs required by measuring the total length of wall cqners to be covere4 whid will equal the number of Iirrar fcet of Robinson Rock corrcrs needed. Finally, sub0act tlre como square foot calculariur from trc totrl squarc feet to be coverc4 whiclr will equat the number of qrare feet of Robinsor Rock flats needed. Bleckhlllew Aspen Barld*Blue Rivef"Adircndacl( I I I I I T t t I I I I I I I I t I I Recessed wall luminaires Housing: Construcled of d e cast aluminum with ntegra wiring comcanmeni Enclosure: One piece die cast a)uminum laceplate, .l6,lhick. clear tempered glass lens. Faceplate is secured by two (2) socket head stainless steei, captive scfews lhreaded into stainless steel inserts in the housing casting. Co|ltinuous htgh temperature O ring gaskel for wealner tight operat on Electrical: Lov/ vollage, G4 (20W) or Gy 6.gO (SoU/), ci-pin allpholder vr'ith ceramic insulator anc hlgh lenperature leads Inteoral c ectronic l2OV/l l.6V trans'ormer. tror oim ri'ro refer to paJF 326. A. rt.r"a, :herna protection device is provided. Felleclor is semi-specular anoo zect aluminrm. Compact fluorescent lamphoioar: G23-2 (9W), GXA3 2 (13W) G24d-3 (26W), 2 pin, rated 75W, 600V. Ba ast: 9W. j3U./ and 26W are magnetic. HPF. H.l.D. Lampholder: Medium base pcrcelain wlth n ckel plated screv,,sho lsullplied with 200'C high ternperaiure ieads, Dulse rated 4KV. Ballasts: lvlagnetic HPF Availab e in T 20V ar 277V , specily. Through Wiring; l'/aximum ol four (4) No. 12 AWG conductcrs (Dlus ground) suttable for 9O'C. Two 7z'a" knocKouts provided.or i2 conduil. Finish: These luminaires are avaitable in five standard BEGA colors: B ack (BLK), Whiie (WHT); Bron/e (BRZ); Silver (SLV): Eu,ocoar,, (URO). To specil add appBpriate sulfix to catalog number Custom colors supolied on soecial order. U.L. listed suitab e for wet locat ons and for rnstallatrcn w tftin 3 feet o. groLnd. Suitable for all types of conslruclioj.r including por.rred concrete. I I LD. Ltntinaires are su tabJe for gourecl concrete or masonrv construciion on y Protection classi lF 64. SerTlj-recessed unina;res vr'ith fulty shielded lighl source. Tempered, pnsntatic giass lens. Sultable lor wet locations Down or entation only. Socket head slatnless stee screws. U.L. listed. suitalrle for uet locations. lP 64 Co cr: Standard BEGA I nlshes. Opening: 5% '4i x 4" Lamp Type: BEGA Product #: Project: Voltage: Color: Options: Modified: Recessed 2928P Cascade Metro 26W PLC (1800 Black District Lumen) Photornetry L.rmen A B Zg99p n""".=e.t O t gW CF d-zp S2E 6./,. 2?/s 4 2926P Recessed Ol i t Stnt Cf q".OZp gOO g,./., Zr/, ,r ?,e4!P _?gg9g!93 €ED 1 z-0w qr quad-zp 1800 1 1 ,7i6 29285 Becessed rl-'tl i- s-oW--rz r-tes +ooo lt,y,. 3'/s 61,/: 3 3z1o 6h 33,/tt 6/':510 CPC, Concrete Protection Cover for 29C6p 6'10 CPC, Concreie Proteclion Cover ior 2926p P^EGA/U9_1_0.00_BEGA Way, Carpinteria, CA 93013 lpt 805 684 053s [F] 805.684.6682 CCoo,/rioh: BFGA,i US 2C35 updared a/05 2928MH Recessed 4EE I 70W ED-1/ Mf 8800 11,3/rt T*ogasu:.d Ke"-ss*d i,".^r,tin'ri{? {". th* L)*s\Lnen Bfi&te I I I I I I Bridge Improvements PROPOSED LANDSCAPING FROPOSEDTFEES A}{D SHRUBS Botanical Name Common Name Aspen Quantity 5 Size. 6" Diameter E(|STING TFEES TO BE REI,IOVED Cottonwood Cottonwood Approx. I l0" Diameter less than 4" Dia. I I I I I I I I I I I t I Minimum Requirements for Landscaping: GROUNDCO\ER Deciduous Trees - 2, Caliper Coniferous Trees - 6' in triigtrt Shrubs - 5 Gal. Type Square Footage soD SEED IRRIGATION T\FE OF EROSION CONTROL Silt Fences Approx. 160 LF Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Page 7 of 12104101104 Skier Bridge lmprovements I I I I I I I I Bridge lmprovements Skier Bridge Existing Photographs View From Ski Trail -1- Cascade Village Metropolitan District Skier Bridge Existing Conditions l, I t I I I I t I I T I I I I I t t T View From Gore Creek Trail I I I I I I T I I t I t t I I I I I I Cascade Village Metropolitan District Skier Bridge Existing Conditions View of South Abutment View of Bridge Deck -2- 1,,. T I I I t I T I t t I I I I I t t I ' Cascade Village Metropolitan Disnict View of Skier Bridge in Winter Skier Bridge Existing Conditions -3- l,: I I t t I t I I T I I I I I I t T I Bridge lmprovements Skier Bridge Rendering I I -l \\. : 1-! .,. i /1 i ', I |. ,:I b-.-' r o {'rd- - . +'-'.i \l r--- .A '.'' - )'. \. li,t.l t1 4 )\-tl I !r r.t . -'l .? I I I t I I I I I I I I t I I I I u r lri 1i l|Jtl llllu t+r,.\ /-' i .i I I f' -:-. -r -J . , .L ( ,\ 1,'i'1 :Y : ,;1.'. ,'' l t t' ira i I 11,l 'tc |.1 t.zL I N I'LI ](; ' .'r r I' .r? 1,.. I I I I I I I I I I I I I I I I I I Bridge lmprovements Skier Bridge Proposed Materials List and Cut Sheets J,:, N/A N/A I I I I I I I I t I I I I I I t I I Roof $iding OtherWall Materials Fascla Soffits l4iindows Windon, Trim Doorg DoorTilm . Hand or Deck Rails Flues. FIa$hing Chimnq4s Bridge improvements PROPOSED IfiATERIALS Tvpe of Material River Rock Veneer (Blue River) N/A Gq!or - Varies - See Cut Sheet NIA 5" dia. round steel pipe Oxford Brown Trash Enclosuree 1t ttl ,1 Greenhouses N/A RetainingWalts ffi bderiorlightins River Rock veneer (Blue River) Varies - See Cut Shed J-iner ffi- Capstones and Quoining Grey _- Notes: Snow Retention Boards ffie at the Lionshead Bridge Ptease specify the manufacture/s name, the color name and number and "*"[t""S,813n\3] Page 6 of 12J04tO1tO4 Robi nson Robi nson I I t I I t I I t I T t T t I I # Thinrock- Natural Stone Robinson RockN muples desigl elegance with insallaiqr simplicity. It is real stone, uniquely cut and prckaged as fniuoctP allowing tre teedom to create rnagnificent interim and exterfur walls withrut tlre rrced for load-bearing formdatiors. There is nothing quite like the luster and sparkle of nanrral store, Chmae ft,om numerous styles, terues, and colons, and uust Robinsor Brick Company o govide excepional value and quality wi6 beautiful, natural sttrE Pcoposed N^t"r,.t 5r*one Verrec Noiq ColoN shown h€re arc mefit to serve as guides ard do not reores€rt the full range of colcs avdlabb. ne3se ast to see satrFbs before tluking your color sdectiotu Robinson Rock is morufartured uder stid quality guidclines. The pro&ct is rtrsda niorn na$ral maErials and no wananties apgly. hrdxf Robinsor RockN is manufactured under an ISO 9Ol registered quality systern, whidr includes testing of the raw materials, ad verificatim and prceeion of the nanral gone raw mabials to ensure marufacnuing consisEncy and pedictability. Rabinson RalCv ThirnockN averages in thiclaress ftom 3/{ to I Ua", and all poducts weigh less ttan 15 ponrds per quae foot as mmdated by LJBC, thus eliminming tbe require,mrt fcn lmd$earing foundatiors. Prrodrcts may be cleaned in dre $une ruurrr as my nmrral sone masmy prodrt, goerally with a mild detagent PadraSE Robinson Rock is packaged in lqge boxes that cortain either 100 equare feet of flas, or l0 linear feet of comers, and small bo:res which contain eitber 5 quare feet of flms or 5 linear feet of mnrcn. Calorlating the arnount of Robinscn Rock rcquted fm a project is easy. Fint, find fie tcral square fmtagg by measuring fie widh md height of tre atas to be mrrcred Then, estimae the mrners rcquted by measuring {rc tdal lengb of wal cqners to be ooraere4 *tich win equd fte nurnber of lirntr feet of Rohinson Rock coners needed Hnally, zubtract tlre comer square foot calculation fom the total squarc feet to be mvere{ which will cT ral ths rumber of square feer of Robinson Rock flats ne€ded -- "l .,. r Blacldrillsn Aepen Barl(Blue RiveFv Adircndacld" Cascade Village Metropolitan District I :, I I I t I T I I I T t t t t I I I I Skier Bridge tu't ? July 25r 1983 Mr. Andy Norris Xansfield tinited 1.000 South Frontage Road west Vail, Colorado 81657 Dear Andy, I am \^rriting to provide you rJith a brief letter proposal to prelnre a design and supervise construction for a skier return trail to your property at Cascade Village and the Westin Hotel. As you know this traiL would be essentially an egress trail and as currently conceived, would run frortt the simba trail at the Lionts Head area on Vail Hountain to the Westin llotel. This trail would be designed to provide high capa-city egreEs for skiers of novice ability leveL ancl above. I enjoyed meeting with you last week and on Thursday the 21st had an opportunity to walk the Lower portion of the trail with Joe Hacey from Vail Associates. f have adequate information to prepare a proposal at this point. Two individuals from Sno-engineering nould be involved in t,his project with you, I will serve as principle in charge of the project and Duke HalI wiIl. work on-site with V. A. personnel to represent your interests in the project. In order to prepare our work, we recommend that professional assistance in addition to Sno-engineering be provided in two key areas: I ) Soils and 2.) tegal Survey. For soils we recommend that Chen Associates be retained and provide a speciflc {rainage anil slope stability plan. Doe to the nature of the J.egally subdividled land in the area, we auggest that an aE-built legal sur?ey be prepared for the trail after construction to assist you in future marketing efforts for the property. For the construction of t.his traiI, we see our work plan involving the fol lowing elenents: New Hampshire and Colorado Post Offce Bor 11536 Aspen. Colorado 8t612 (3O3) 925-66t5 nn$fiegunsE'.'t l. Review topographic and survey napping for the site 2. SiEe reconnaissance vith Vail Personnel 3. Preliminary flagging of trail in fielcl 4. organize soil consulEant; field insPection 5. Final flagging 5. Preparation of report and plan of proposed trail 7. Construction supervision 8. Final as-built legal survey In addition to this' there will be local and U.S. Forest Service permit activity involved. As we now understand it, the Town of Vail will require approval through the conditional use permit process and the U.S. Forest service wi)-l require a de- Eail.ed iite plan for construction within the Valt pernit area. At this point I an unclear as to what Ievel of involvement you will require of sno-engineering in this permitting procests and tine and fees required for loca1 and Federal permitg are not includecl in the budget as outlined below. Proiect Budqet Due to the uncertainty of the scoPe of our involvernent on the project, our budget is based upon an estinate of hours required for work as outlined above and the budget is estimated here as a top-set fee which vri1l not be exceeded without prior permission of the client. For items I through I as outlined above, the project budget is estimated at $71000 in professional fees plus direct expenses. Direct expenses wilI include the cost for travel and lodging, meals'. teleBhone, telegraph, postage,printing and publishing etc. Direct expenses will not exceed $70 0. Services above and beyond t,hose outlined above will be billed at our published hourly rates' and for the two key personnel on the project' would be as follows: Bill Kane,prlnciple in charger $80 per hour; Duke tlall, project planner, $40 per hour. Project Schedule Work will begin on the lay-out of the t.rail irnrnediately upon receipt of the signed agreement. As we understand it, Joe Macy and Paul Testwuide fron Vail will be stringing the t,rail this week anil Duke will be available as soon as they are ready for us to look at it and provide changes if necessary. ''ffi;qg,s I ; Client Responsibilities It wilI be the responsibility of Hansfield Limited to provide Sno-engineering with legal access to the property to be studied to be ensure that Sno-engineering can do its work in an unhindered nanner. It will also be necessary foE lrtandfield Limited to provide Sno-engineering with clean, reproduceable copies of, the topographic survey of the portion of the Glen tyon through which the trail will be built. Authorization If the work program as outlined and the budget are acceptable to you, please sign the original copy of this letter and return it to our Aspen address and save the copy for your fi les. We appreciate your interest in Sno-engineering and we look forward to doing a good job for you on the Vail-Westin Tra i 1, Sincerely, William G. Kane Sno-engineer ing, t | .--l I /s/ //d1/9" _ Andre*r Norris for Mansfield Linited for Inc. Date I.to ect required 6ru obtain a.Ehie procedu€e Conditional Use The' 6"nltcation subNnitted. Permit. will not be accePted until all inf,orrnation is A. NA!{E O3l AppLICA}iT Cascade Village Association ADDRrss 1000 S,Fronta8e Rd. W., Suite 200 pgONE 476-6602 ---..-- A. NA!{E OF AFpLICA}IBIS REpRESE6ITATI\IE__ Andrlnd D' Norris ADDRESS 10gq S.Frontage Rd._W., Suite 200 pHoNE 476-6602 t Vail AssociaLes USFS Forest Service land)c. NAl"lE 0F O}rlN anc Gore I $XG$TATURE t .-1a" ilo .- t7 D. /n pp{ is required for any 1000 S.Frc'ntase Rd. W., Suitse 200 PEONE 476-6602 LOCATIOT.I OF PROPOSAT ADDRESS E. F. LEGAL DESCRIPjIION FEE $50.00 plus an anount equal to the rate for each proPertY owner to be A list of the name of owners of all subject proPerty Vail Associates unplatted lands t Town of Vail unplatted lands to Ehe east of Tract K; LoUs 39-A and 39-8, Glen Lyon Subdivision (or,rrner: Andrew D. Norris, 1000 S. Frontage Rd. W., Vail-, CO 87657), / r' v3- i lg > then curent first-c1ass postage notified herewrder. property adjacent to the n 4 < rt *J 4--' usfs 0Lf 1oo lVta'4 fuqy/:rr ,/y/r = (a,* / )r--rarr.lr-S frt'{'t{* vu a )t"/ ,;f; DESCRIPTION OF PROPOSAL Vatl Associates and Cascade Village Association propose the con- struction of a ski way connecting Sinba below the lower face to the Cascade Village project. The ski way is to be constructed at an average grade of 10 percent, thereby enabling beginner.skiers usage. The ski way will be approximately 30-40 feet in width and wiLl be gronmed and parrolled. The ski way wi1-1 be located entirely on either U.S, Forest Service permit land held by Vail Associates or private lands (Tract K owned by Gore Creek Associates and Lot 39-A or,,ned by Andrew D. Norris). The ski way will traverse in a westerly direction the lower and northern-most. edge of Tract K, to a point where iL will connect wlth the Gore Creek bicycle path. It will continue along the path to the Cascade Village pedestrian bridge and from there al-ong the bicycle path to the Westin Hotel. The ski way is being engineered to aecowrodate rnachine snow roaki-ng. There wi11.be no physfeatr sttucEures constructed in connection with this project. It will be designed in accordance with the standards imposed by the U.S. Forest Service and Vail AssociaLes and, accordingly, include sigFage, erosion conLrol , drainage, etc.required on such improvements. |9rilt \*a M"w ):-==-'-)'''"a3=-'-c0 erf{S 8o1t Croaa Bao6er Dlstrlctt fnrtf Eorrlr' Prtucipct' beveloper 61.ra Lyoa ProJ*et Esr 2941 Ta:tl, G{t et658 eD ED ?.6. Sor I90, xleturn. 2.t10 ltgrrlri tr 1963 $err Aa"ly s {imeertlt!.g.out ncctlag * S/3leS ra olfer tbe follovlag c@Eatt tn tbc b*tt* Ascctr frq{r fro* Yaltr' Holratlrle- * If a ge;ait lr {.srued for cller &ccega Sbs F€r*tg sIIl ]a psrt of tat! efore trrerul.e ead be l-amsd Fsrrst Pl 'q) . ef ,. Aaroela te.e, Yail Horoqata expaseiloa.1/ r-( - I,aoA allocatlst proc€ao eret b{oru , @terbtaG - Attr gi, locatlot, erxrYgt aad deetga by tou taLE e"iscr *rtll .be rt Jtosr ova r!,gt. { - rf tho trarl jle cod8t,r"rlct€d $e suppor. @r d:L*e'sced vath yog, lbnra +f ?ail arid' Y*11 Ae*clalesF-- - gns-Eatllcertag u{Lt be csafirltant/reptecartatlvE of !furetl. "" * Ptocexerl plaanlag shsqld &ot occur - plen sbou&l ,""r**6m Be apprectetc ttrc updatc o! your plm.an& proJo-cts hoterel" the tlatl6 ald csdi- Aset bst colocl.4e rtth rbc allecetloa groccrs of the Sots3t Pt*ase l,eag us pnrted os aay aeu de-ralopaentr. Slaccrcly, E9tuisT B. Erig Dlrrtr{ct l"Aot cc: S.O' Earry Frarptoe III' Y'A. Stll }ros' Y'f,. brry Lletlttcr" $'lt. ll/toca sf Velt a t #"r;e' _::---=:hty crur re|f,r St ttlet' P.o. lcr l9er i{r$t{art \rto lr!rut tr 19E3 sr lorrir, trtntsd trr.lofcr Glo lln Ftct.ct L! l9tl !r11. Sg 81558 brr lrA;r k rdry, 0rr nllrlr! m 8l3lltl rr rtfcr rbr fcll |rlf cffil G rh- hftl fcc.ar tlrtl tr,a Vrll li!{rg&rtr' - It r pcrrdt tr trrrlld for rtlg rGcr.t tlr F.rd'r dll L Fct'.t Y.tl lrmcl|t||, Yrtl h|'trtl rreerrler. - trnd rU.ccrtlte F?tc..o xrt )r forrrlllrd brterr tcd't er lr frtrd (9O {ry rrvlr f.tf{td rftrr Otrft 8I8 oe lal€! ?1r). - lrtr ttr lrsrtlst, trrvey rld {gtgn bl pc thtr a-r *U ba.t ttrr cE tl.l. - It th aiall ta cirBrtt|rcr|d Yt rlpFcrt tle *br*F t G'tfra r lbcrl..d rdtl yol' Tcrr ct Y.lI rtd T.tl A.t cttcrr. - frrtfrwtg rl,lt !r cnrrlrutlsc?trrstrtlvt of lbBb. ffrefrrf rbcdC qtG ccsur - Flrn rfoofe tr'f* rll f**tr of $rnrd ct rrt e. - flrrmt tcH*e ;rl, hr of trtl rld ktl irrGLc.r rg L prrt ot Hrmtrl frurnnt.' h 4Faclr3. tb 'lPdrrr el Srwr pr.!a..I prolrts3r bsflG, tb tfi,I, rd rdr glr * col*ld. rrftt abr rllpc*lo* Ptbc..t ct ttr lrarrt 1a". llfl- L4 rrr tG$.d or ctt ur dcYrlcprtr. tl,acrnil:r, II T T L FlT st rr&3 tq* rss: E.O.s.Gt EatCIr lII, T.l. !1,11 lra' Y.A.te?t L|Allt r" s'1. go nhu August 11, 1983 Mr. Ernie Nunrt, . District Ranger U.S. Forest Service P. O. Box 190 Minturn, Colorado 81645 Dear Ernie: As a result of the numerous discussions with Vait Associates,- --O,tt * U.ft of Sno-Engineering, and Forest Service staff ,- I would iit* io clarify Ehe-approac6 and objectives as rte see them for the constructibn of the l^lestinrHo skiway. First, regardless of the status of the ForesE Managenent Plan, agreepent between if,"-io.* of Vail, Vail Associatei, and Cascade Village/Weslin has been readied for the construction of the Westin-Ho trail during 1983. As you are aware, the trail nay b9 constructed on exlstine permii: land and private proPerty. I have described i; to''-;t -iipott"ttee o.f having this- facility for the 1983/84 sealon.to aecbrunodate the guesi reguireinents of Westin's first eomplete ski season. Based on Jp5 guest_rgom.s.and 852_oecuPancy' W;;Lin projects a total af 42,000 potenli.l--skiers during the ioittreoir:.o!, ".r"on. The Westin-Ho lrail will greatly_improve the qualititive experience for a substantial number of VaiL visitors. A11- parties concerrred generally agree that a Westin-Ho-alignment that uses a smal1 aruouit of non-peroj-t Forest Service land in trtro locations is preferable Eo the initial design. Aecorditgly, we have field staked this alignment and asked Sno-Engineering to prepare an Environmental Assessment as to the impact of the;prbposed trail on these lands- I{e fully understand the Proeess.that i.he Forest Service is now invol-ve-d with on the appiovaL of the proposed ManageBent.Plan. We understand that no expansion of pennit for Vail Associates oay be granted until the perioa gf p*.lic coumrent has been cofrpletEd, on or about November 1, 1983. We understand that g4dlr normal circpmstances, the Forest Service can;1ot pe:mit .ott*tro.tion in its land until a permit has been issued. We have proposed pursuing the preferred alignment under the t !{r. Ernie i{unn Page 2 I^ugust 11, 1983 assrrnption Ehat Vail Associates will be granted the expanded D;;iL on or about November 1 and that construction on Forest d 'Service lands would occur in November. If such construction ro"fa-11ot be undertaken in 1983, the balance of the traiL would be completed on non-Forest Service land to enable trail- operati-on this winter with Lhe additional work on Forest Service land completed in 1984. No agreement exists for any other- inprovercents to ski terrain in tf,e Cascade Village area. hTe have agreed to conplete.al alisnment study for i Cascade Village chairlift just to determine whefher it is ieasible geographically- trle do not think it aDDroprlbte to csnslder-an-Environmei-rta1 Assessment of additional tiiifi and/or lifL at this time. It is premature. Our experience rtith Westin-Ho should provide some further data as to the reguirements for future i.roprovements. We stand ready to meet with representatives of the Forest to furLher resolve our aPProach and Program at any ti^ue' do not hesitate to contact me. Service Pl-ease Sinc^erely,,/ / t' i L'l]i_r:t-,-t, t.., Andrew D. }Jdrris ADN/ih "rl' iJttv Lichliter/Vail Associates Duke- Hall/Sno-Engineering 7 Pater Patten/Town of Vail .,/ 6ilAssocijates,hrc. Creaon and Operators of lhil and Beaver Creek .. June 20, 1983 Mr. Dan MeClasky lfestin Hotels The Sestln Building Seattle, Wd,shington 98121 Mr. Andy Norris .Mansfield, Ltd. 10OO South Srontage Road T{est Vall, Colorado 81657 . Deer D*n and Andy, As a result of Harry Framptonrs and my meeting with Andy on June 10, we believe we are in a position to finallze a Joint position regarding both the lTestin Ho egress trail (the Trail), and Vail Associates construction access to our Gore Creek punp house (the Pump House) site this summer. Our understanding of tbe issues, and resolutions agreed upon, are as follows: Egresp Trail (Itestin Ho): - Vail Assoclates agrees to proceed with the design,con$truction and operation of the Trail on the following basis: 1) Installation and operation of the Tral1'this year is not to be construed in any fashion as a conmitment on the part of VA to such operatlon in perpetuity, but is rather a trial operation, to be revlewed and assessed on a year-to-year basis by both parties. 2) InstaLlation and operation of the Trail is not in in any way a. commitment on the part of VA to the future construction and nperation of the proposed Westin chairlift. However, VA a.grees actively to pursue the feasibitity and viabllity of this lift within the framework of its Vail Mountain master planning process to be completed not later than the end of the L984 calendar year. \ Fbst Office &rx 7 . Vail, Colorado tit65{J . {}0ll.f?6-5601 Mr. Dan McClasky Mr. Andy Norris Page Two June 20, 3-983 3) Installation and operation of .the Trail 1s not - in any q'ay a commitment by VA to extend its snowmaking system to cover the Trail' However, eventua] snovrmaking coverage will be included in the trail design, and the need for installation of snowmaking can be dlscussed between the parties at the close of each operating seasorr. (See Item 7, below). Capital and operating ' costs for any snowmaking system would be met by l{estin/Cascade VilIage. 4) The technicaL design of the Trail is to be contracted for and paid for'by lfestin/Cascade VilLage with a qualified lndependent ski area design firm, working .. closely with VA planning personnel. .5) The construction of the Trail- will be accomplished by VA personnel under contract to 1{estin/ Cascadb Village on a tlme and materials pLus ten percent basis. 6) The entire cost of autumn make-ready, winter operation and sprlng closing of the Trai1, reasonable cost estlmates for whieh are to be provided by VA ' prior to comrnencement of construction of the Trail, are to be met by lVestin/Cascade Vi1lage, or the Cascade Yillage Assoeiation, whichever entity/entities ls appropriate, by contract with VA' ?) A decision as to whether the ltestin IIo trail is to contlnue in operation each successive year, is to be made by the parties involved on a date each spring prlor to the closing of Vail Mountain, but not later than [Iay 1of the year in question. Gore Creek Pumphouse. - Ifestin/Cascad.e Village (W/CV) agree to provide VA with the necessary temporary (surnmer of 1983) construction easements, and permanent installation and maintenance easements for the Gore Creek Pumphouse, Snowmaking Pipelines . and electric utiLity access on the foLlowing basis: 1) VA agrees to thq foregoing terms for the development a.nd operatlon of the.Westin Ho trail. Z) VA provides W/CV rvith definitive data on the location, nature and extent of facilities involved in the permanent installation of the Pumphouse. I F Mr. Dan McClaskY Mr. Andy Norris Page Three June 20, 1983 3) VA provides IVICV with definitirie data an the nature and extent of access routes' equlpmen! and personnel requireA for ongoing operatlon and maintenance of the PumPhouse' 4) VA agrees to resoLve the issue of the extent 'natureand.locationofanyunderground'powerlines that may be necessary in connection with the PumPhouse Proiect' Itisourunderstandingthat.!Y/CVintendtoprovide--the foregoing temporary and perllnent easement documents to VA within the earlie"L t**.bnab1e period'-of time, such documents i"-Ue prepared by IY/CV's 1egal counsel .llehopetheaboveaccuratelyrepresentsyourunderstanding . of tire matiers discussed. By adding your signatures to out*, this letter can serve as a letter of agreement for the feoord. Thank you for your continuing constructive cooperation anO unaerstanding regarding tbese complex issues' Dan McCIaskY Yestin Hotels AndY Norr:s Mansfield, Ltd. HIIF:RwP/kl cc: Jeanne Dennison boc: Rlch CaPJ:an/ Fred llodgkins Mike Larson Joe MacY Ernle Nunn V.A.I. Management Sincerely, VAIL ASSOCIATES, INC. III Senior Vice Presldent Corffnittee I TO: FROI{: DATE: SUB.]ECT: MEI,IORANDUM Planning and Environmental Commission 0eparfinent of Conrnunity Development August 17, ]983 ffifl1-",;::$li'il31.i;F,,3fi[.Jl,tl, l?'itruct the westin-Ho BESSRIPTI0N 0F PR0P0SE-D USE The request is to construct the I'Jestin-Ho ski trail from the lower face of the run ea'lled Simba Run to the bicycle path east of the tlestin Hotel, The trail is proposed to use Vail Associates ski-permitted land and land within Special 0evelopment District 4. The land which is permitted for skiing above SDD4 is not in the Town's boundaries, and the conditional use permit ls required for the portion of the trail within SDD4. CRITERIA AND FINDINGS llpon-review of Section 18.60, the Department of Connnunity Development recommends approval of the conditional use permit based upon the following factors: 9olsiderat,iorl of Fa.ctors: Relatl-o.-nship and impact of the use on development objectives of the Tonn. Cascade Vil'lage ls slowly but sure'ly evolving as the third major "village" in the Gore Valley. It is, of course, their desire to also be the fourth major ski base serving Vail Mountain. This is imperative, they feel, to the success of the l{estin Hotel. Congruent with this is the continuing efforts to locate a chairlift connecting the mountain to the Village, Vail Associates has now agreed "actively to pursue the feasibility and viability of this lift within the framework of its Vail Mountain master planping process to be completed not later than the end of the .|984 calendar year."I The ski trail is consistent w'ith the development objectives of the Town in that it connects Vail Mountain with the third major village and, in doing so, distributes slcier population more evenly, thus'slight'ly reducing congestion in the existing ar€as. Moreover' the planning staff agrees that skier connections from the Cascade/ ldestin complex are a necessity to the long range development of that area, as long as negative impacts are not created in the process. I Letter dated June 20, 1983 from Harry Frampton and Bob Parker to 0an'McClosky and Andy.Noris. westin sr<i f r -?- s/171s3 The effect the use on li ht and air distribution of I ation,trans rtation es es. sc s, par recreatlon tac ties, a orner UD I I C es ties needs. The deqree of use of this trail is somewhat of a quest'ion mark. Its intention toi ttre time being is to be more or less of a service to the Cascade Village residents and guests. It is doubtful that others would drive to the Cascade structure, take-tte bus back to Lionshead or the Vil'lage, and then ski down to Cascade at iiie-enC of the day. However, this could occur on the busiesi days of tlre ygar when both parking structures are full. The limitjng factor is the availability of parking at Cascade Vi'llage, which is quite ljmited at this stage. All in ali, no negative congest'ion impacts should result at thjs stage. Effect n traffic with rt'icu'l ar reference to con stion automotive and edestri an See evaluation of criteria #2 Effec on the haracter of the a s ta be located USES. The trail is being professionally engineered and designed by Sno Eng'ineering and Vail Associates, and should not be a blight to the environment. Every'effort is be'ing made to minimize cuts and fi tts, etc, The trail construct_ion certain'ly has many precedents and should blend in well with the existing trail network. s_uch other factors and,crjteri.a as the coil'mission deems applicable to the proposed ltsF, The vironmental i repo'rt concerning tfe ed use f an environmental rt is ter .|8.56. assessment 'is being PrePared I No EIE has been requirid fOr the Forest Service on by the Tor"r.n. An environmental ihis proposal. convenience, traffic fl0w and control, access, manguvera t{estin Ski Trail -t}tvtas FINDINGS The Oepartment of Conrnun'ity Development recommends that the conditional use permit be approved based on the following findings: That the proposed locatjon of the use js in accord with the purposes of this srdinance and the purposes of the district in which the site is located. That the proposed location of the use and the conditions under which it would be operated or maintained would not be detrimenta'l to the public health, safety, or lYelfare or materially injurious to properties or improvements in the vicinity. That the proposed use wou'ld comply with each of the applicable provisions of this ordinance. STAFF REC$fiEI{OATIONS The Department of Connrunity Development iecommends approval of the conditional use permit for the llestin-Ho ski trail. }'le endorse the concept of connecting Vail Mountain to Cascade Village via this proposal and be1ieve negative impacts will be avoided. The fo1lowing condition applies; All disturbed land located within TOV boundaries be suitably re-vegetated. FOOTNOTE: It should be noted that there have been extensive discussions in recent weeks hetween Andy Norris, Vail Associates, the Forest Service and the planning staff regarding both the compficated jurisdictional requirements of this trai'l and its opiimum location and alignment. The trai'l will 9o northwesterly off of the lower face of Slmba Run (the furthest west trail of Vail Mountain's north side). Vail Associates endorses the trail and is willing to construct it (they've already begun construction on land located within their permitted area) this surrner and fall. Complications have arisen in that "optimum" alignment of the trail involves using sma1l portions of non-permitted (for skiing) U.S. Forest Service Jand and T0V-owned land zoned Agricultural and Open Space. The area where the trail wou'ld cross currently non-permitted Forest Service land is proposed for skiing use'in the Forest Service's proposed Management Plan, now under a 90 day public review process. Even if everything went smooth'ly and the tlanagernent Plan were approved at the earliest date, the approval for use of that land for skiing would not be unti'l November. Furthermore, the Town Council has not discussed the use of TOV land for the ski trail. I I 8k. lbly Grosr R.f,gcr Dlrt"lct,tor 190, Htntqrr, O0 tl6a5 n?s Artprt 25, 19tl fir. larry Liclrlltcr Ylcc hcgidat - Opcrrtton3 Trtl Arsoclrtai, Irc. Bor 7 Vall, O 8165E Dcrr lerry, frl.r 1.tt8 is to doswtft our poritlolr rs ro8erds tho p/lEctcd ;ottLr Ib stt tretl. &|r poritlon is thr !tt[! l! that pacrutrd to th. fh e'f hff Plemil8 ad Zoniag Gorisi.@ on 8lZ2lE3- ?bc nerrt Scricr ryrportr altcft-a.tlv. l. Uc rcallzc thc tlr €ontrlict3 lrflofrcd rith thlr dtirartlrc, hrt strnd fltr m thc appruch thlt r. :bould Dot ac,ccgt en lnfc'rlor product ctryly bccrutt lor fcrl tlrt tlrlt r6tr r|'t bG eartn|etcd this yoer. Io do Dot rEDport ray of thG oatc eltanrtlrcrqllgllrnts tncldiag rlte*rtlvr B. Evcn thnrgh tltrrlrtlrr I rculd rot €otc l|tlontl Forsrt mtrlde of thc pcrnnt rrcl':.&a Foaast 8uryte sttfr rrrr$dl th: apprrmal rsthortty for my rcttday octgrlag c l{attcrl Fr.rt tends tndar pcnft to Vril Arcoclrtcs. fpptwrf ffitd b.reqlll.d to cfirtn|ct thc stfuey ritll.n thc pcrtrlt ara. ff n 'rr rppocctod to mstsct that pottlor of th. rtt trail lytng rtthtl tha F.rrit r8c. &r |'y altorr.tlvc other tbrn A, ro rsrlGsly &St ep'prcrl rtll bc ottsimd. Stacorely, Enrcsr n. mfir{ Dlstrtct Rri3cr tJ,l4J lsrE: Sy llorrtr tqi ot latl (Dlct rtrr) r' ^a, r a 6F-t-'.-i.'- crtgrne?fr[.E Resource anagement AIignment A Alignment B WESTIN-HO SRI WAY ALI GNIf,ENT AI,TERNAT IVES Beginning on the west edge of Sinba ski trail (approximately 8500r elevation), this al.ignment follows the new V.A. snowraking 1ine, continues into USFS, Town of Vail, private property, and back into USFS property respectively. The western most end of the alignment reaches the pedestrian bridge from Glen Lyon subdivision crossing Gore Creek to the Westin Hotel. Approxinate Figures Total Length Length of liew V.A. Snorvnaking Alignment Length on Non-Perrnitted USPS Property Length on Town of vail Property tength on Glen Lyon PropertY Average Grade Skiing Platforn ir'idth Clearing width 4 ,00 0l 1,100' 1,000 - 1,200' 400 - 500r ],200' 10 - 12t 3o' 50' Follow initial 1rL00r of new V.A. snoumaking alignment; rnodify northerly turn at powerline to accommodate skiersi fol1ow original alignrnent to ,switchback IV and extend this switchback out , "" t.oward powerline to place this alignment downhilt for original route. fhis alignment then follows USFS boundary at top of Glen Lyon lot *39 to the bridge across C'ore Creek. \ Sno-enc{neennc{t-' lnc.*' Alignment C FoLlow initial 11100' of new V.A. snowmaking alignment and rnodification of first switchback as in alignnent B, Prom this point the route follows original alignrnent A to the intersection of USFS property at Glen Lyon lot #39. At this point it follows a route parallel- to USFS boundary to the bridge crossing Gore Creek, Approximate Figures ?otal tength tength on Non-Pernitted USFS Property Length 0n Town of Vail Property Length on Glen Lyon Property Average Grade Skiing Platforrn I{idth Clearing width Approxirnate Figures Total Length Length on Non-Permitted USFS Property Length on GIen Lyon .Property Average Grade Skiing Platform Width Clearing width Approximately 4000 | 0 400 - 5001 Approxinately 3500! 108 with several steep faces of up to 358 30' 50 - 75r Approximately 3500' 0 Approxinately 30001 10 - 12t with two steep faces of 35t and 60* respect iveJ.y 301 5o - 75' S:ro-enqineerrr|c{rJ lnc." Alignment D Similar to alignnent B except at svritchback Iv the alignment is placed farther down the bill to 1- intersect with bikepath to the bridge crossing Gore Creek. Approximate Figures Total Length Approximately 40001 tength on Non-Pernritted USFS Property tength on fown Property Length on Glen Property Average Grade Skiing Platforlrr Clearing h?idth of Vail Lyon ?[idEh 0 400 - 5001 Approxinately 3500r 88 30r 501 5rO-enc{tneennq \-' lnc" Msfie8H[sEnt ANALYSIS OT ALIGN}IENTS I Alignnent A Presents, by far, the best skiing alignrnents. llhis route mitigates cross-s1opes, visual impacts, and grade severity. ft gives an average slope of 10 to 12t that could accornmodate beginner leveI skiers and its alignnrent gives ts p€rrrrdn€nt ski r+ay that would interact well with future traiL alignments of f Vail i{ountain through the Hoorers freadow. Alignment B The modification of the first switchback along the new V.A. snowmaking alignment would present a 30 -35t slope face that woufd preelude it frorn being a beginner route, the extension of switchback IV would place the alignment in an area of severe cross slopes resulting in drarnatic visual inpacts resulting from the cut banks. Alignnent C Although sirnilar to alignment B in the modification of the first switchback, this route would avoid severe cross slopes. Ilowever, where al ignrnent meets and foflows parallel to USFS boundary at Glen Lyon lot *39, there $ould result a 40 to 501 length face of slope to 50t. Alignnent D This alignnent lr/ould mitigate cross*slopes but would impact the bike path and give a less than desirable slope gradient along thg path to the bridge crossing core Creek. Due to the inodification of the first switchback at the po$rerline, this alignment would not give a beginner rs route to the V;estin. tw,r#Mf Ie giP ?" 1?i1 SFJELD.LTD I Septenber 26, 1983 ltr" Richard woodrowr Forest SuPervlsor tfhite River National Forest P.O. Box 948 Glenwood Springs, Colorado 81602 Dear Dick, I am writing to provide you with a sumnary of our con- clusiens and recommendatibns for construction of the WeEtin-Ho tiiif'at vailr Colorado. As you know, sno-engineering was -retained as an independent consultant by MansfieLd Linited to evaluate, design and supervise construction of a ski route from ihe Simba trail on Vail lloLrntain to the Cascade Village and Westin Hotel cornPlex. The design phase for this work is conplete with recom- mended nodificatibnJ to the trail alignrnent by Chen and Asso- ciates. These nodifications wiIl allow us to avoid geologic hizarda on the site. These nodifications have been incorporated in a revised trail alignment that wifl be subnitted with the o.r*il extension applilation from tiail Associates. The reviEed iriif alignnent conlinues to foLlow ssssntially the qgreed upon utign*.rrt-"An nith certain switch back realignments that wouLd """ia potential hazardous construction areas. Chen and Associates tras-afio agreed to assist in construc,tion supervision to alle- uiut"-pottitiuf prgbtens in-the field and will proviFe on-going """"irii"tion spe-cif ication during the eonstruction phase. The reconmended design subnitted to the Town of Vail has been approved by the Pl-anning and Environmental Comnission and IU. tr-"-r-.of vaii Couneil. This recommencled design will provide ihe novi-ce level egress trail to Cascade ViJ-Iage-and will accom- rnodate snowmaking if necessary. Care has been taken to accom- *oA.te geologic ind envirsnpental conditions of the terrain. At uourreduest,- El concePtual trail alignrnent through Moorers Meadow fias beeri ideritified and terminated on the Westin:Ho trail in a satisfactory manner. (3O3) 92s-66r5 1 Post Otlke 8ox tt536 Aspen, Colorado 81612 New Hampshire ard €olorado ,..ffi,p I Sno-engineering has conpLeted a cross-sectional analydis which uill be submitted to Chen and Associates. rheir construction specifications are forbhcoming and these .specifications will be applied during the construction phase. In order to accommodate Chen!s guidelines, additional steps will be necessary as follows: 1. 50 foot cross sl"ope analysis through 400' of critical . area 2. Field flagging of clearing linits applicable to Chenrs construction specifications for revien in the field by USFS and Vail Associates 3. Detaited slope staking of 400' of critical alignment in the field With Chenrs assistance, we feef confident that a suitable return traiL system can be built that h'ill provide excellent service to the skiing public while minimizing environmental disruption. Should you need additional infornation please do not hesitate to call us. Sincerely, Vice President ,1rf: r cc: Robert Parkerr Senior Vice President Vail Associates Box 7 Vai1, Colorado 81657 FROI{: Planning and Environmental Commisslon Comruni ty Devel opment Department :n!.Ttr . SUBJECT: June 9,'1986 A request for ru 1300 !{esthaven Drive. i ' ": '. APP'I ., . . Applicant: Vail Ventures, Ltd., Montane Corporation ' ntreiDrDtrn nF DDnDntFn ttcE : I. DESCRIPTION OF PROPOSED USE r N The main feature of the uses requested with this application ls the lhs' ':proposed chairlift. The base of the lift would be located dlrectly east ]]|itr * of the future Terrace [.|ing expansion and would proceed up Uail Mountain r*-' . r.. $.r-, to deposit skiers on Simba Run. The lift would cross Gore Creek and i4<mris t!'i^E\ continue over three residential lots in the GIen Lyon Subdlvision. Related to the ski lift is a development of a transit center designed to iLr*\'\ +acconnodate both Town of Vail buses and private shuttle vans. This transit way lncludes the development of new bus shelters as well as a revised entry into the Cascade Village development. Related to the bus shelters is the future development of a small expansion of the Cascade Club that wi'l 'l accormodate a lap pool CRITERIA AND FINDINGS Upon review of Section 18.60, the Community Development Department recomnends approval of the conditiona'l use permit based upon the following factors: A. Consideration of Factors II. The planning and development of Cascade Village has ongoing process for the past nine years. Fron the been an beginning, the --rrlroviding guest aEcornnodations, conference. faeilities, an educational center and support retail. hlhile a ski ljft was not inc'l uded in the original mastor plan proposals, it has been under discussion for the past several years. It is felt that the development of a rs r eci ; -^-?a!-^- center. The addition of this lift is felt to be comoatible center. The addltion of this Iift is felt to be compatible with the overa'|l development objectives of not only this SOD, but with Sk, L$ * c"'1^\$- .,\ o*.,* JL t*'\*'x- I\*'\*/ .,\ V' lla1' thi s meet the requirements of al 1 the previous'ly approved development within Cascade Village. ldhi'le there is no additional parking proposed in conjunction with the ski 'l ift, staff feels that new skiers using this lift to access Vail Mountain can be accommodated through the shuttle systems as wel1 as through a'l imited amount of parking provided in the existing structure on a space-available basis. l,lh'ile the lift is open to the public, the transit facility is intended to accormodate the majority of the usersl access to the lift. For those persons who drive to the lift, a l imited number of parking spaces may be available in the existing structure. This panking will be accorrnodated on the third level of the structure wh'ich containfllf This third level is designed to provide parking for the uses within the CMC Building, the Cascade C1ub, and the yet to be developed retai'l space within the Terrace and P'l aza wings. The majority of the parking demand generated by these uses will be in the even'ing hours. This contnasts wel 1 with the day skien which obviously creates a parking demand during the daylight hours. Provided the parking facility honors the uses for which the structure was designed, it is felt that a limited number of day sk'iers can be accommodated on the third 'l evel on an "as available" basis. A ski'l ift is a natural element of a destjnation resort community such as Vail and felt to be very much in character with the Cascade Village area. One significant jssue is w'ith respect to the area in which the lift crosses over residentia'l'lots in the Glen Lyon Subdivision. Three lots are directly affected by this lift by either the location of lift tovrers or by the lift passing above the property. An analysis of lots 38, 43 and 44 of the Glen Lyon Subdivision has been comp'leted by Morter Architects and is included for your information. This analysis assesses the impacts on each of these lots with respect to the'l ift alignment and how it wjll affect the buildabi'lity of each of these'lots. t{hile the degree of impact varies, there is no question that the'l ift will affect these lots. It is important to note that a chairlift easement wil'l be required prior to beginning construction for all areas below the alignment of the cha'ir. These easements would be required from property owners affected by the cha'irlift route as well as the Town of Vail where the lift passes over the Gore Creek stream tract and Town right-of-ways. Easements on the residential lots would have to be obtained from their owners. This has created a situation where the owners most affected by the alignment of this lift wil'l have a direct say as to the granting of these easements. For this reason, we are regarding the .impaits on these residentia'l lots to be, for the most part, a cjvil matter between the property owners and the developers of the lift. Another parki ng. I SSUe sue to be addressed with respect to this proposa'l is ttFrking structure on site was designed to to be addressed wi th 4. irlrc.f "^ n"'&"\u$ L" \r 11"1*\ "'^'Q1t't OrO-^f,f.b Cascade Lift - 6/9/86 -3- .ir z6 e*;r e 5 t! !r' i;c s9 Jr fi< X 4 i +. d J I t ,1 v li tf 9 tgSl{s 33S ?nO8U Bs-I ^z o o o (\ *,) E J al to lrJ Lrl fi t; o( *-nt ii t! \ \4{1 \ \\ \-JJ \\\ Y+ :ilit...i \l F a r!tr P I I I J .z ;O ,tr z 1:o o o o o a a o* $r 34 xo ;9 P6 xo '',i c, o '. I luwn u 75 aoulh fronlage rd. vell, colorsdo 81657 (303, {7€-7000 . MEMORANDUM 0ctober I, lg8z T0: Joe Macey, Vail Associates FROF|: Dick Ryan -De SI,JBJECT: Cascade V'il lage Lift department of community developrnent I. There are several .questions I have regarding the cascade v.illage lift to adequdtely evaluate i.mpacts on_bus and parking needs along wit[-tiaifii-circulation in l'lest vail as well as tq ind fr6m cascade vittage. 'whatwi1lbetheuphiI.|capacityofthe.1iftperhour?%*wf -^t'!'* 4'TA* -Dr > ruor Lao'r- ,\a- 3. blhere is the lift being proposed? B? Tt:)zFAa-€ *perrnoJ -Do5.1ay4rq ?AQa ; ALc te-r.., ", "'*rF Fe"8&4 4. tr|ill the lift be located to have skiers be able to go up chair 9? TJH?3 5' Is there a catwalk or trail system proposed back to Cascade Viilage? ys= 6. If yes, what level of skier will be able to use the catwalk or trail? ffi# 7- Is the catwalk or trail 'l ocated to keep snow on it for the ski season? €*,2?? 8. tlill snow making equipment be provided jf there is a problem?- 'i#uffi* MAST LI E€L+ II. Questions regarding impacts at the base of cascade village are: 1. uhat are-the.estinates 'in. two.y-eals, five yeqrs, ten yearsn for the nunber of skiers to use the lift from the ?oltowing areas; a, Cascade Village .? t A .a--C6(aLt J(d a*- Cd"t'-tA- y'it- ' /,€au , 1 .!1.t' . a .U- pal.. -UA '/, 1/",+ I consider that the short term and long term above nedd to be addressed in your study. -I you to discuss impacts and re.solut'ion of any o Gl en Lyon subd'ivi sion Mattterhorn Village area to Casa del Sol con Intermountain Vail das Schone Buffehr Creek Down val ley:^Eagle, Avon, Edwards 0ther areas Town has supported the concept of a l ift request is required to be applied for and start on the lift. iums imp1ications in the questions would be available to work with probl ems. from Cascade Vi1lage. A conditional approved before construction b. c. d. e.f. s. h, e domin 3. 2, Have you considered what the 'impact wou'ld be with additional buses. required to seive the prople who want to use the lift? }.lho would pay for the additional buses if .needed? Parking in the general area could be a problem, People could illegally park in several areas. If a parking lot is required, where is the property to do, who pays for pgnstruction and supervises the lot? /4* k 4o * U SO 7o-P'a<"'^- '* .e'E'*' U^t'-' Skier diop off area yil1 probab'ly be needed'.l,Jhere wi'll this be located? 6'P''-LrltL'44'+ Vans and buses from condominium developments may start to use the area to drop off skiers and pick them up at the end of the day. Do you have a location of this use? 4. 5. 6. Congestion at the entrance of Cascade Village could be a problem in the rnrning and afternoon with dropp'ing off and picking up sk'iers. Do you consider this a problem, and if so, what solution$ are suggested? for shelter and purchase of lift tickets would be needed. l,Jhere proposed? 3A:"c /r.Pr,fl i:-Ac-tL t.il€S - 7. An area .'is this The use can I 3:::t-:'a - MEMORANDI.]M TO : HARRY H. FRA},IPTON, III FROM : BOB PARKER DIV : OPEMTIONS DMSION DATE : OCTOBER 19i 1982 RE I CASCADE VILI-AGE LIFT PROPOSAL Ttre foll-owing represents the Operations Division's sumrary conclusion regarding the preposal- by Caseade Village that an aceess lift and egress trailCs) be built from Cascade Village to and from our existing permit area, Detailed elements of our study are attached for your information and eval-uation. Ttris includes various correspon- dence from Andrew Norrls, Jack Marshall, et al . Overview Cescade Village, primarily in the person of Andrew Norris, have been promoti-ng the desirability of such a facility for several years. On the other hand, although Norris seems co represent otherwise in his memo to Koelbel , Vail Assoeiates has never advocated or supported the concept, but has simply agreed to consider ic in a good-neighborly and comuunity-issue sort of $ay. In 1980-81 Jim Clarke and I did some overalL scoping of the project and thereby confirmed its feasibil-ity in general terus, but never put totether specifie recommendations on ic, In his l-etter of August 24, 1981, Jack Marshall put a halt to further active consideration of the issue, until it was resurrected by the ttissues" nemo from Lhe Town of Vail and your subsequent initiative. Problem Statement As we see it, the issue boil-s dor'.rn to the foLlowing questions: 1. Does the projeet truly represent a couununity benefit,or does it primarily benefit one corporation or group? 2. Does the project represent a substantial number of incremental skiers? What would their effect be on VaiL's overall eapacity? What is our most logical- and cost effective response to this increment? Memorandum Harry Il, Frampton, III Page two 3. !'lhat are the short and uedir-m term operational effects on Vail Assoeiates, and would their effeeEs be primarlLy positive or negative? 4. If the project proved desirable, what would Lhe and how would they be met? 5. Are there alternative, operationally-effeetive solutions to Cascade Villagers ski access problem? 6. What problems would the Cascade Village precedent present, vis a-vis requests for access lifts from other parts of Eown? Operations Division ResPonse We would answer the questions above as follows: A. Consrunity Prolect or Not As we see it, it. is not, for the following reasons: 1. The Cascade Village lift does not function as a major out of Valley terminal , because: - Cascade Village's bed capacity at buildouL is roughly 1600 persons. - Except for spaces for these Persons' cttg project will offer only an additionaL 40 to 45 parking spaces for the publtc. This equates to approximately l-00 more-Persons. This means only 1700 persons would consti- tute the lifc's maximr:m potential clientele. - It has been suggested by the Towa of Vail that other skiers living in IrIesL Vail would utilize Cascade Vil-lage as thei-r ouL of valley choice. But with limited parking and a steep, Longish walk from the bus stoP on the frontage road to the proposed lift, this seems unlikely to us. tJe think they'L1 stay on rhe bus or in their ear, and enjoy the short wal-k to the Lionshead lifts, slopes, and restaurant from the bus drop-offs or the Lionshead parking structure. - Since the Cascade Village lift would only be an access l-ift not a skiing lifc this gives skiers still- anoLher reason to continue t.o Lionshead coats be, I I'Iemorandum I{arry H. Frampton, III Page three - Even if more persons coul-d be persuaded to stop aL Cascade Vill-age, limited area for lift Lines and mill around space at the proposed base terminal woul-d create another deterrent for the tilest Vail skier. 2. The Cescade Village ltft would not facilitate any additional downhill skiing for the tr'lest Vail coumunity. The so called tr'Iestin Ho trail would only serve as a marginally skiabLe egress route. $5rI'Elun::#i:":"n jii, 53" f f '*"ffi i:r1"3:::for West Vail skiers. 3. The facility would have no sunmer season ' community purpose. The lift woul-d not connect with any other srurmer-operated lift. - :':.ffi:Eil'ilu.l?:":iE: :$l*,:::"Provide compared Lo the Gondola. B. IncremenEal Skiers and Their Effect Although Caseade Vil"Lage's bed capacity at buildout is rated at approxirnateLy 1600 persons, the actual number of skiers whose presence Cascade Village could iupact (skiers renting into rentable beds) is far l-ess. Norris I s letter of October 11 gives us a basis for 'cou4ruting skier inpacLs, as follows: (The Larson/Macy memo presents a slightly different analysis, but the proJected skier impacts are within 37" of each other.) Property Westin Hotel 401 X Millrace 15.5 X Coldstream 25 X Mansfield 17.5 X Units Times Pillows L.7 5.5 5.5 5.5 x x x x Times 0ccupancy Rate Equals Actual- Skiers 560 50 90 62 -772*skiers 827# =657"** = 657.** 657.**Total *Average total- season oceupancy **Average "prime" condo occupancy I t-cr F3: Seryice ___----.l_l_o-lyJrSES._l|A-UCer llistrict. Box 190. llinturn. CO 81645 eewro 2720 Vail General Der.: October 25, tg82 '". E Mr, Joe Macy, lbnager VaiI Planning € Technical Vail Associates Inc. P.O. Box 7 Vail. CO 81658 L' ..".-... Dear Joe; We are aware of the thoughts concerning the Westin Hotel chairlift,' and can outline for you the Forest Servj.ce planning process which would be followed should we receive an application. First, any propo,sal f-o-r a-l.ift outside an existing permit area would have to go through a Land Allocation process. This requires an Environnental. fnpact ' Staternent (EIS). To use Beaver Creek as an exanple, the Meadow Mountain EIS was a land allocation docunent. Second, should the land allocation process(EIS) allocate the land for ski dev- elopment, a site specific Environrnental Analysis (EAJ would be required. Again, to use Beaver Creek as an example; the Beaver Creek EAR l'ras the site specific docunent which addressed the details of the proposal. approved, plan. Uniled Slates Depadmenl ol Agricullufe firirdr should. the uPon approval of a site specific EA be master development the pernit would 'The Forest Selvice 3 to 5- ye;irs . ' This As you can tell, this is a invo lved ': '.- this process ox the Forest PLan, process, and in part PLan when cornpleted, anea expansion, and If you have any questions regarding give larry a call. 'I,tr ERNEST R. NUNN Distriet. Rangei please:' cc: s.o, FS4iS! | r8€Jl Qad' rur,:f,rffJ'& rorest servif so nedr|e 2720 special uses I95O NEPA su\.rr Vail Assoclates ro: Dlstrict .Ranger, Holy Cross RD RICIIARD E. IPODROW Forest Supervi sor D.t. October 19, J.982 ffittF [rly Crms RD , : Jal icr For Irne 8U l?L.. Cll -;.'- ;'1*1 -!rtu|-I.r ?; 'dl, .0t J -l0fto Fron Gd&tt _ ?,:::.dlt _ - tltqlt _ Ditgt I}'fa Jor I eu2 fre*lot &'. tlh ()o^n',w -Regarding acyrs october t, r9g2 letter. rf Vail wanted the area behindt the westin Hotel to have a r-B crassification in the Forest planrs preferred alternative, they should have so recormnended. This area vas not included in the spatial alloeations for the draft plan and it nay be better for them to react uith any recommended changes to lhe draft, ff ifr"y "r. ,rrr=o." at this tirne about lts feasibility. rf, this lift is only to enhance a rear estate deveropment ancr will not pro-vide a logical e4pansion of skr.ing terrain, rt wourdr- not appear to be appropriate ' {i-e- the earller proposal for a rift from the pulie site condo-rninlums on the gorf course), rf,-however, the terrain south of the west:ln Hotel .has shJ'ing potential and vail Mountain's facilitles can aecomodate the additLonal skiersl then it may be a logical expans i.on. Ineitherevent,arecorrunendationfromVal.lnow'orafterthedraftplan1s nade public, is appropriate. TO: FK}'I: 'DATE: RE: Dick Peter s115ls? Gold Peak Redeve'lopment and Cascade Village Skj Lift I.GOLD PEAK A. My first reaction to any proposal for Gold Peak would be that anything that would 'improve the landscaping would be great. There are virtua'l1y no landscaped areas at the Go'ld Peak facllities presently (including the bus turnarourid); B, I dgn't know why they'd reduce the curve, it will reduce parking and doesn't seem to be sharper than many other curves we have, C. Zone district should be changed to Public Use District to reflect nore accurately the uses currently there and also to allow employee housing . units for V.A. employees working at or out of Gold Peak. (No free nnrket units); D. Should close off Cha'let Road and add an exhibition tennis court; E. It wou'ld be nice to better identify and delineate the Vail Trail out of Gold Peak; F. Parking area shou:ld be phys'ically separated from the street rather than the current paving right up to the edge of the street; G. Should look at providing adequate parking for al'l uses at Gold Peak. II. CASCADE VILLAGE A. My fee'ling is that a lift out of Glen Lyon rrpuld not be beneficial to the Town of Vail. I think that by add'ing the liftwe wou'ld really see Cascade/Glen Lyon (and possib'ly othens in close proximity--Streamsideo for instance) segregated from the rest of the ,Torn. I think that.€roviding i good shuttle service between Cascade and LionsheadlVillage would be probably a better idea. I think it's important to get prople over into the Village and Lionshead and on their way to the ski area seems to be the best way. If the lift is designed to minimiz€ congestion and auto traffic, I think a shuttle bus, if properly schdduled, could be a so'lution. Ssneone shou1d'look at the cost of ilroviding shuttle service vs,a Iift. B. If the lift were put in, there would have to be some provision for parking or restrictions put on I ift use, The parking at Gascade is not_based upon access to the skj area, I can envision locals using the lift frequently if there are n0 restrictions on use of the lift or on parkin{. I {"o T0,i FR0lil: DATE: . SIfriIECT: Dick Peter P Gold Peak Redevelopment and Cascade Village ski lift septeffier 16, 1982 Initial corrnents on A. Go'ld Peak It v,oqld be mtlch easier to corment if I know the concept and scope of the project. Some very genera'l cornents: 1. Eliminate constant access/egress between the parking lot and Vail Va11ey Drive on the north side of the main bay. of tennis courts. Do sorre land-, scaping hetween the road and parking lot in this area. 2. Improve with pavers and landscaping the bus drrop off area similar to East Lionshead. 3. Reduce the extent of the curve in the road. 4. Encourage after-ski bar facility similar to Aspen Highlands. 5. Provide for a spectator tennis court-decision must be made on how many spectators to accormodate. 6. Provide for better tennis pro shop and new locker room facilities. 7. t'lo trade-off of swirming poo'l for condos, The swirming pool should be a municipal -project and upzoning for condos degradates zoning and 'land use po'l icies we'ye already sworn by. 8. hlou"ld not be opposed to retail in this area. 9. I lm sure VA wishes to provide a good dea'l of of,fice space here--our rew par*ing requirenents should be strictly followed. '10. Height should not be more than 3.1/Z stories. B, Cascade Village Lift 'The_basicandcrritica'l question is: ili]l this lift be open to the general public creating a fourth base area for vail? I feel that since the son was not designed for this, that it should not be. The uses jn the $DD are based . upon provjding cormercial and convention facilities, etc. for the residents an!_guests of the SDD. If we allow the general public to use this lift, there will be tremendous parking and traffic congestion problems. i think 14e have q very welll planned sDD in this area, and that comblicating it (i,e. where do we create a huge new.parking Iot and'lirt ticket facili[y) with a fourth base area is unwaffanted. I The next question is: If the lift js for resjdents and guests of SDD4 only,. is it a feasible proposal? The cost o:f constructing such an extensive'l ift ray be prohibitive if it 'is restricted to "private use, " l,lj'l'l there be a new ski trai'l coming down to SDD4 accompanying the lift? I unuld think this is advisab'le. r o Memorandr:m I{arry II. Fraurpton, III Page four This eonservative number multiplied by a aeeson equals 108,080 skiers. For the purpose discussion, we are assuming that all of these new, or increnental , skiers, Vail Mountain last year served 1,127,000 an average of 7,772 skLers per day (divided by 8,862 skiers per day. Assuuing zero gror^rth from the 198L-82 level of 1,L27,000 skiers e4cap!_ for Cascade Village skiers, we c6uld'anricipare 6anfrIng-T1, L27 ,ooo + 108,080) L,235,000 skiers annuall-yr or 8,82L skiers per day (divided by 1-40), at Cascade Village buildout, still well within the 1979-80 levels. Customer researeh in that year did not identify any serious customer dissatisfaction with lift lines or skier densities. Clearly, there would be gradually increasing lift line iupaets generaced as Cascade Village beds come on line, possibly exceeding 1979-80 impacLs because of the Villagets proximity Lo LionsHead.* Hourever, improved valLey skier distribution could mirigate these impacts.If other Vail growth pushed skier vol-umes past the 1979-80 levels, our assumption is that Vail Associates would probabLy have to respond with some manner of additional lift capacity. At that time, a Cascade Village lift might be one of the options eonsidered. C. Effects on OperaEions The major effects on Vail Operations can be sr:mnarized as foLlords: L. The Cascade Village l-ift and egress trail would necessitate the addition of 1ift, ski patrol, Lickets, and host/hostess personnel, facilities and coverage.* 2.. It would require expanding our faeil-ities and coverage in the snowmaking, trail grooming and avalanche control areas. 3. It would create serious problems rahenever lift evacuation became necessary. This is beeause most of the lift line wouLd traverse non-skl-abLe terrain. I 140 day ski of this skiers are skiers or 145 days).In 1979-80, we served I,285,000 skiers, or an average of *See Larson/ltaey memo for detail . I o Meuorandun Harry Il. Frampton, III Page five 4. It would create inmedf-ate serious lift line problems at Chalr Nine during peak hours and periods. Thl-s woul-d al-most eertainly necessitate increasing capacity (tripling) of Chair Nine to avoid a major bottl-eneek. 5. It would create an increase in out of area/elosed area skiing in potentialLy dangerous slope and snow zones. 6. It wouLd create the need for major traiL corstruction to al-low skier fl-ow frou the Mid-VaiL area across Lions Way to Gheetah Catwalk and the Cascade VilLage egress trail (Westin t{o ! ) . 7. Ic would necessitate a mAjor administrative task to obtain the necessary governmental approvals; Town of Vail- Conditional Use Permit, Vail USFS Perrnit Amendment,Vail Area Borrndary Amendment, Environmental Assessment, etc - By contrast, absorbing Cascade Village skiers through our existLng out of vaLley facilities would create none of the probLems/expansions required above, other than aeceptabLe lift line impacts on Chair Eight, Chair Nine and the GondoLa. D. Cost Lmpacts and Finance Sources Joe l"Iacy's meno addresses operating and capital cost impacts. He does not address sources Norrisrs letter of February 2nd seems Lo represenf a coqmitment on Cascade Vil-lage's part to "fund...the improvementstt, and our interpretation of this would be the trail , lift and any base area faciLities required. Whether Norris would also fund any Vail Mountain facil"ities expansion necessitated by the project (i.e. sno!'makLng, radios, snowmobil-es, lift capacity expansion, etc.) has not been determined, but seems unlikely. Nor has Norris ever direetly suggested subsidizing tlur increased operating costs. In our opinion sources of funding are currently not an issue, unless the project is feasible and needed. Nothing that we have seen to dlte-indicates this is-E needed project,-although it apparently is ieasible. E. Al-ternative Solutions Looked at from the broadest operational point of view,the mosL effective solution to handling Cascade VilLages I incremenLal skiers would be to deliver them during the morning access period to a point shere enceas lift eapaeity exists. On Vail Mor:ntain, this is the Chair One and Sixteen base area. Memorandum Harry tl. Frampton, IIl Page six Durf-ng the afLernoon egriess phase, the most effectlve solutlon is to ski theu direct co Caseade Vll-lage. TtrLs could be provided by the proposed LLons Tlay - Cheetah 1ink, and the Westin IIo egrese trail-. Ideally, then, Cascade Village skiers d.uring peak periods shouLd 6e bussed directly from the Weetin, past Lionshead, to the Vail Road/Forest Road corner west of the Lodge at Vail during the peak morning lift-l-oading hours (8:30 to 11:00) . During egress hours (2:30 Eo 4:00) buses could perform an "express" or direct pickup aE the Lionshead West bus stop for those Cascade Village skiers who did not care to utilize the $Iesfin Ho trail. During non-peak periods Cascade Vil-Lage skiers couLd be bussed to and from the west Li.onshead bus stop for normal- access to Lionshead 1ifts, shops and restaurants. F. Potential Precedent The Cascade Village proposal is by no means the first such proposed expansion. Matterhorn Village and VaiL das Schone vanted a lift and trail system out of Matterhorn Village. Northwoods wanEed additional- lift capacity out of Golden Peak, and was provided an egress trail (Taco Catwalk). Various lift/trail configurations have been proposed to serve the East Vail, Fall Ridge bed concentrations. Tlrere has also been a proposaL for a funicular linking North Lionshead and Potato Patch, and Arrorohead has proposed various schemes tying Arrowhead l-ifts to the Beaver Creek l-ift system. Interestingly enough, at least three of these proposals have involved Andy Norris, one way ot another. ALI- of this creates concern in our minds whether, if we accepted this proposal , we would seL a precedent making f-t difficult to turn away ocher similar approaches, should they materialize. G. Susmary Conclusion and Recomnendations To su.mnarize, we believe the Cascade Village lift proposal creates more problems than it solves. On the other hand, we believe the Westin Ho trail and the Lions !ilay - Cheeuah link are viable projects at Teasonable cost, assuming cost subsidy fronn Westin/Cascade. a't Memotandru Harry H. Frampton, III Page seven We recormend the following :.. Vail Associates forrnally defer a decision on the Cascade Vil-lage request for an access lift, citing our prineipal concerns and 1oglc, untLL a real need has been demonstraced. The Town of Vail should be ' invol-ved, in advance, before this coumunicatlon is made. 2. Vail Associates agree to pursue the trail poxtion of the project, assuming all necesaary governmental permissions are obtained, and direct cost subsidy by lIestin/Cascade is provided. 3. VaiL Associates obtain some manner of cost subsidy agreenent for the added operatlonal cost entailed by the operation of the Westin Ho trail 4. Vail- Associates recormend a bus transport alternaCive (as above) Eo Town of Vail and Westin/Caseade. One el-ement of this alternative might be investigating the potential for a Beaver Creek bus stop at Cascade Vi1lage. 5. Vail Associates address the roedir:m and Long term implieations of the Westin-generated incremental skiers through its Vail Mountain master plan revision and five year planning process, with arrnual- factual inpuL from Cascade Village. TO FROM OIV DATE RE ME,I,IORANDUM BOB PARKER JOE I'IACY, I4IKE LARSON MOUNTAIN OPERATIONS 0CT0BER 13, 1982 CASCADT VILLAGE CHAIRLIFT FEASiBILITY STUDY .S.M. Purpose of Memorandum: To present a draft summary of findings assigned in your memo ot 09/03/82. Fi el d Stud.v Lift Terminal locations: (See attached maps & photos) o upper Terminal option "A" - Location - l'ioore's Meadow & s.imba o upper Terminal option "8" - Junction of post Road and safari o upper Terminal option "c" - llest side of simba above post Road -2 excellent sites exist. Reconrnendation: Either ,,8,, or ,,C.,, Uti I ization of uCu woul d not require lift torvers in existing ski runs. Issues: Lift af ignment_to either uA,'r ,'g', or ,,C,, $rould require steep.grade on initiat rl3 of arignment and evacuaiion-p"odii*i wout+'.result due to steeo terrain and distance riom oJveiop"o'ir,i runs. Lift alisnment must cross rot 44 ;;d i";;ti. see tai;.il;;;;;. Arternative C woul{,require a declination alignment. o '.Lower terminal locations: -The only viable choice seems to be located. just south of the Terrace -r'fing-or-th;-i"t"il-"inii il oue to . constraints proposed by private land 6oldings on-ihe south side of the'creek. Issues: ' Limited room for maze,-tension terminal, etc. A space saving design such as a hydraulic or fixed tension terminai-woui'o-o* required.The terrace wing would have to be relocated and possiuiJ-ieaes.i gned to accommodate the tension terminal . Add.i tional eai"menti'ucioss .lots 45 and 38 nay be necessary for a suitab'l e align*eni.-* Lift Alignment 0ption not eva'l uated: From Donovan Park to Location ,'B',0r,,C,,'the lift's.lower terminal .would be too far from the Hoter. This is not wr,ui ir,e-iown has in mind for the site. parking and base area facittties wouii'u" *problem. Torvn of vair is ionsidering .ross-ior"i"v-ti:iiii swinuning pool, possible other uses ai site. itr"v i,rJia'ciisioer the potential of an alpine trail and/or lift faciiiiies-.itL"" though... Trai 1 Track nments : liase- Fa?il ity]-o-cj!-.t"? Acco'ding to r,rorris base ru.itv locations *ould be provided for in l'errace t{ing of }lotel. see support Faci'lity study for inventory of needed faciljties. o My choice vlould be extension and widening of existing cut for Gore Creek collection system. Add severa'l swiichbacks to ionnect with Mike's lZil.skiway beginning just west of first house on iignt ot Forest Road. Concerns are the same as .in Mike's analysis. o Also needed urould be a trail link from the download on Lift g to ' facilitate mid mountain egress . o 0f particular concern is the long f1 at approximately 2,000 feet long after 12% skiway_gradient ends at eiit ena of iriway on iouth s'ide of Gore creek. This skis 4-5% to within 100 yards bt tne ,lift termina'1. LjIt 9gpacitv: The estimated'increase of skjers and lift waitinq times if all skiers were "new" skiers and went to Ljonshead for out of vaTley trans_portation, would be: A and Cat Yea r: Average day demand Peak day demand Incr. i n Li ft l^lai t Incr. in Lift hlait An a'lternative could be the of the skiers via bus system 82 83 84 85 86 24? 331 440 705 793 6454s3 BBEctT L095ttr I621Etz Il+3- /rsj 6.114 B. d: lJ-O-rtf 1J-.-6 ts,+ 1g:B ee taveraoe dav i6.El.l z-Kf Lld zt,q Lfr.t-sz.+ [{517.7 puuf.-iiv--"t 7, L Lift capacity at Lionshead would have to increase by 84 or 85 to accomrnodate the extra skiers. At least the triplizing of chair 9 would be necessary; -- triplizing.chair B or^increasing.capacity-of the Gondo'ra *oria iiio-p"oLiurv be required. These "fjxes" wouTd nbt ad?ress ttre iipp'ie "irect on chairs 2 or 7. triplizing_of Chairs 6 and l0 and lateral transirort to the Village and Golden peak. Ilgjl 9lq9!ilv:. Increasilg li{i.capacity in Lionshead witt require additionat llall_calgcity,to^handle the additional-skjers (900). The present uti.tizaiion ls approximately 9.3 skiers pgr acre. A shortage of develoiable teriain iiiirs .at Lionshead; even so, 40 to 60 acres of trail ipa.r "ouiu irave to-be-uaaed.-Even with the addition of trail acreage, the impiit-oi-irrJ aaaea-iti."i----t coul.d overcrowd the trail capacity beyond_desigir iimits-firticularrv-ii ttre end of the day'. ln particular. the Bbrn Free/Simba "un 6ut and skilrii uriage areas are g!ryady at capacity._ To expand our traii capacity in theie i"eai-".would be difficult and extremely costiy. (see Nir<e liiion,i notei-io"-;;;;_tional detai 1 ). Support Facility Study: Impacts on existing facilities: Ski Patrol: Expansion of Eagles i'lest patrol required to house Z extra patrolmen. Food Ser,rice Facilities: Should be able to if they could handle 1.276 million skiers in pansion of,Eagles Nest to roof and expansion .to be considered. Facility would be handle the excess skiers 1979-80. If not, ex-of Lionshead would have (.i1:icAI)[ ttILLii(;F_. i,,r{f ilt([[ Slope t,laintcnance: 2 hours a day, 4 days a week additionat for one cat i.rould be required. This would be in addition to the "A" priorities. Snownnking: System can handle the expansion but wou'l d take about one yrhole week t0 cover the terrain. This would impa.i r our abiiity to co,rer other off mountain routes in a timely fashion. Lift nraintendnce; Should not be a lift is selected. Perhaps one more problem espec'ia11y if Dopplemayr ma'intenance person. could provide jn Terrace l.{ing Norri s o Ticket selling area - 200 square feet o Lift. department locker room - 250 square o Public restrooms (by C.V.) - 400 square o Locker space in restrooms o Parking: a feyr spaces might be availab1e would charge same rates as TOV o Employee Parking: 7 spaces required o Snowntaking - 5,000 feet additional 0ther Impacts: o Oeve1 op sujtable ambulance Glen Lyon subdivjsion. pi ckup poi nt o Expand Eagles Nest Patro'l facility.o Develop suitable skier pickup areas in Frontage Road 9perations Study: New Personnel - L0 ' 3 Ticket sellers - 2 cou'l d be part time 3 Lift attendants 2 Ski Patrolmen I Hostess 1 Ticket Checker feet feet for day skiers and C.V. in east end of CV and on South Equi pment: Out of One Ski doo for Patro'l One Radio for Patrol Possible satellite radio receiver depending on radio coverage Operationa'l Impacts: 0ne more sweep One more crew r'reek of snowmaking Additiona'l slope maintenance Additional time for trail crew to mark signs and tower pads Scme added avalanche control will have to be cons'i dered if a lift and a trail is added.Hazards are moderate. ,. . ..- area skiing will increase r.rjth or wjthout the lift. Added Support Faci I i t addi t'ion: L. \)i r'L'L .1-u'r..t- i I . r;i ro Djfficulty of lift evacuation due to steep terrain and distance from developed ski runs. Potential of skiers sliding off 12% skivray, Lift has no yo-yo potential. Accot^ding to Dave Larson, 457 of C.V. skiers would ski down to use Gondola anyway. Expansion of snor,rmaking required, 5,000 linear feet. (not first year) hlill need to add 40-60 acres new runs at Lionshead. Additional signage, tower pads, closures, hydrant pads. Location of upper.ljft terminal for download and the "Westin Ho!"'Ski run egress wiil be under-utilized due to difficulty reaching Cascade Village from mjd mountain, and fiat walk at end of skiway. This will shjft load to buses at end of day. Trail construction across Cheetah Gully to connect Lionsway to Cheetah required to improve'mid mountain acce.ss. l,lhat's the limit of this? Lateral valley expansion? l..lill "Eastward Ho!" and an associated. lift be requested for Fallridge, golf course, etc,? Capital Cost Study Lift equipment and construction - For a double which can be triplized later (should be bottom drive to minimize utility costs)Lift line clearing Snowmaking $5igns, tower and hydrants pads, closures 6 uniforms I ski doo 1 satel I i te recei ver Expand Eagles Nest patrolroom {cost $100,000; ascribe 20% cost to C.V.) : Geo'logi ca1 s tudy ., Trail construction: approx. 4,000 feet at 30 feet wide. 1,000 feet already built at $20 per foot. Triple chair 9 or do Simba lift Add 40 - 60 acres new trails Lionshead $ 720,000 '5,000 69,500 10,000 r. I ,750 ,2,500 4,000 ,20,000 5,000 -- 60 ,000 1,200,000 200 ,000 100,000 2,500 20 ,000 Replace or expand sk'ier br.i dge (cost $500,000; ascribe 201 of cost to C.V.) Status board EIS (if required) 0perating Cost Study '. Lease feet s uppo rt at $14 650 square 6 months $2,420,250 n l,'.) 9550 TOTAL facility space, per sq. ft. for lent parking spaces for enrployees (7x275) Additional snoivcat time Additional snor.rnnki ng labor Additional employees - not including lifts Te I ephones L,i ft expense Lockers, office furniture 1,925 8,000 l0,000 29,232 1,000/year 115,000 10,000 A. TOTAL B. Input received from the Town of Vail indicates the 1. EAR Requi red 7. EIS requ'i red i f EAR i denti f .ies probl ems 3. Conditional use permit required'from TOV 4. USFS specia'l use permit must be amended !. ,0pposition not ascertained. Support probably exists.6. TOV would be lead agency 7 . TOV supporti ve; USFS?8. Eagle County unknown 9. State of C0.; possible wildlife issues. $180,407 fol l owi ng concerns : 1. Parki ng ?. Skier dropoff areas and private vans and buses 3. Congestion on South Fronlage Road 4. Impact on bus system it should be evident be addressed by the C,V. lift is done or Genera'l Corrnents that these concerns are pertinent.and need to TOV and the Developer regardless of whether the not. (See TOV concerns from Dick Ryan in Study). Estimated Skier Days :. o A key estimate was to estimate the number of skiers per year.to b1 Se.nelaled by the Cascade Viilage pqoject: -.t, ' . . t, some of the .. have come .:.. ' skier market.. . Mountain will :: .'' Some skiers 'rau1d go to Beaver Creek - perhaps 20-30%,L.y. st(]ers l,iou td be new to the Vai'l market, some would to Vail any\'ray, and these would not add to the existinq .l nus, the actual inrpact of the C-V. skier days on Vail-be somewhat less than the above numbers indicate. :.. -o o Lifts: Present priorities are to replace chairs 3, 6, and 11 jn that order, Triplizing lift 8 and the simba lift are not scheduled until 1987 as.major development projects. Triplizing chair 7 is scheduled in 1986 as a major development project 6utside the 5_ Vear_plan. Gondola replacement is on the brrject waiting iist for 1985' Reprioritiaation would be necessary Lo accommodite the C.V; lift. 0 Trails: The only new trail work in the area is lg acres jn Lionshead on the outside of the 5 year plan 1ist. Repriorit.iza-tion of trail work would be required to'acconmodate the c.v. lift impacts. o Other costs vrhich we wou'l d have to bear associated with the project . would have to be included in the reprioritized 5 year plan. Concl usion: A. A decision on whether to build the lift shou'ld be deferred to allow us to accurately assess the increased skier demand generated by the project. Demand has not been firmly established and ma!.not approich critiial levels for several years. In the interim, a iurface'bus system can fulfi'l'l the lateral transit needs effectively. Pre-Decision Actjon Steps: 1. l'Jorris to provide vail Associates with detailed occupancy data on the project on an annudl basis. 2. Noris and vA_I to work together on planning for a lift alignment and terminat location comiatibl" rlin ine-froi"i,-priuate lind-ind upper terminal constraints previously ment.ioned. .Norris and TOV to work on parking and bus concerns expressed in Dick Ryan's memo. Norris to obtiin conditionai ,se pirrii. Iqpgg! of Cascade Villaqe on Five Year plan: 5. ,. Ask Norris to . - Village lifts l,Ihen the impact of the Cascade ViIIaqe clearer, a decision on when and liheri capacity and that of affected Znd and !e . rnde. .: 3. encourage CV skiers to access mountain via Vail I & 16. 6. ,'Y{I to explore "westin Ho!" trail constructjon for l9e3-g4 season if warranted. USFS permit revis.ion required. 7- vail Associates and rovrn of Vai.l-work together on bus stop at ," Village gas pumps for Cascade Village skiers. - B. Initially transporting the cv skiers with the bus system will al.low us.to spread their impact across our 3 base area li?ts- project on skier days become to.upgrade_our out of vailey 3rd stage lifts will have tir a 'ASCA'E vTLLAGE, uo,..rQur* 9uilding the cv lift wjthout addressing the above issues will result 'in the over'loading-of the Lionshead pod and generate a ripple effect on Chairs 2, 7, & 9 at a minimum. c' unfortunately. the bus system from cv to L'ionshead and vail village will have to be improved irrespective of whether the lift is buiit or not, .The lift wou'l d reduce the impact on the bus system in the mo^rning but due to the difficulty of reaching westin.tt-o! or the top of the lift for downloading at the end of the day, we anticipate ' that many skiers will use the bus to get home. ihe proposed'lift is not the nritigant to traffic pollution that it appbars to be. D. Pub'lic use of this lif!.-would be minimal due to the limited amount gf pltfing - perhaps-40"skiers maximum. Thus the lift would primar.ily benefitd Cascade Village guests and property owners. Jl4:ML: rm 0s8/82/0er attachments I I t6 lr alternatlve allows for ldeveloPmenL of Natlonal Forest SYsEem 11ands' I I 'l rhe g551it uill carrv:lEliglglllgs which measures o4 i{ational liorese system lands' I Alignment A'the l,les tin requlre implernenLing the mitiga tion These mitigaEing rnea sures are: (r FI.NDING DI'CISION N()1'1CE' ANI) OF NO SIGN1FICANT IMPACT !{estin Ho Ski Trall Eagle CountY ' Colorado USDA Forest Service Ro ckY MounEain Region White River National Forest HolY Cross Ranger Dis tr ic t An Environmental Assessment that describes the alternative \tays of providing 4IregressskicrailfromtheVailsktAreatoCascadeVillageisavailablefor public review ln the Forest Service offices in Mlnturn and Glenwood Sprlngs' Colorado' ; t l rr ie rny decision to adont jlterlSi*Tr^to in the This Ho ski trail on d *deratled rrt" tn for Narlonal Foresr r"na" ".?ecale of 1,,* 200' Irlth 5' contour lntervals uculd be requl red sho wi ng the tralL alignment, clearing lirnits, cut and flll limits, snowmakl.ng facll-itl-ee! and r*a ter control structures. Approval of this slte pLan muld be requi red prior to constructLon approval. cross sectlons aE every 50t vrll ac cornpa ny the stte plan. Croes sectLons shal-l be fleld staked. Snor.rnaki ng facilities IrllL be lnstalled concurrentl.y with the skl crail to avoid dieturbing reve- ' 8e tetlo n. Al.1 reeource etandardo and procedures outLlned ln the 1983 valr $ummer Operatlng Plan rl11 be adhered to. The Val1 hllnter Operatlng Plan shall outltne the winter operating procedures for thls trall. P. The addittonal. gFologlc etudy outlined Ln Exhiblt 1, Appendix B suuLd be requl Eed prlot to project approval . Specific reconoenda tions by the geo- loglst would be lncorporaced inro the trall deslgn, lf felt that the trail could be constructd in an envlrormentally sound manner. llr pennlt would be tssued lf lt wes detemlned that geologlc haaards lruld prohlblt mund trall co nE truct 10 n . E. PronPt revegecatlon r.puld be requi red on disturbed areae. Di sturb€d areas lculd have to be revegetated prior to the onset of kdlling froec. Al1 earth- mrk and revegetatlon w111" be completed prlor to Septenber l. F. Prlor to eryandlng the Vall !{ountain snowruakl ng Eysten Lo cover thie tral1 ninlnum streanflows mul-d have to be determlned for water sources for the snownaklng systen. (FLPMA) C. The publlc bus servLce from the Westin HoteL area back to the tlons llead and covered Brldge areas, presently provided by the Town of vall, muet contlnue. Alternatlve Trro uas adopted because the need for a novice egresa ski trail to Caecade Vlllage has been demonstrated and the devel,opnent of thle trall r prlor to formal nasEer planntng ' Tdlr not affect any future skl development op.lons. B. c. Alternative Two was selected over the environmentally preferable alternative' Alternative One - No Action, because it is tl're mosL responsive of the ' allernatlves considered when the phySical resource impacts were balanced uith the social benefits There were three alternatives considered in detail: Al-ternacive 1 - this t'no acEion" alcernative would have naintained conditions in their current state. No egress ski trail access would be constructed from Vail }lountain to Cascade Village' Al-ternatlve 2 - the selecced alternative described above' Alternative 3 - thts alternaCive would defer approval of an egress trail until maater planning was cnmpleted for National Forest Sysfem lands now being eonsidered for ski area expansion in the Whife River Land and Resource Management Plan. I have cletermined thar this irccion would not significantly affect the quality of tlre human environmenq. Therefore, an environmental impact statement ls not I needed. . I Project inplementation may take pLace after Forest Service lpproval of the 1984 Vail llountain Summer 0perating Plan and after rnitigating nreasures are in plaee. No construction will be allor,red prior to Che l9B4 summer operating season in view of mi tlgation creasure letter E, outlined above. I D J{, l"t /793 DATE RICHARD E. IJOODROI'' Forest Supervisor I Thle rleclslop le subJecL to admini,sErative r:eview pursuant to 36 CFI{ 211.19. A notice of appeal muet be filed wiuhin 45 days from the dare of Llris <lccision, of $lthin 30 days of Ehe date of receipt of the decision b persons entitled to npflficarion of Ehe decision under 36 CPI{ 211.19(d)(l). Notice of appeal nrust be in writing and submlcted to me at the following rnailing addressl Forest Service, USDA P.O. 3ox 948 Glenwsod Springs, CO 8r602 ffil 75 south lronlage roed v.it, colora.lo 91687 (so3, 4?6-7000 Septenber 1, 1983 #+ ofllca ol oonunrmlty dorclopmcnf luwn Andy Nomis 1000 South Frontage Road ldest Vai1, Colorado 81657 Re: I,lesti n Hotel Ski Trai I 0ear Andy: This is to confirm that on August 22, 1983 the Town of Vail,s Plannlng and Environmental Commisslon approved Alternatives A and B for the l,lestin Hotel ski trail. Further, the PEC recom- mended to the Toryn Council that they allow the use of Town of VaiI property for the trail so that the maximum alignment could be achieved. The following day the Tswn Counci'l , in their work session, agreed with the PEC and verbally granted the right to construct the trail on TOV land. The Council felt thai Alternatives A and B were both feasib'le, and gave their approval to both alternatives. Jhey lad some concerns regarding liability wh'ich are now being looked into. Documents relating to the use of Town of Vail land for the ski trail are being prepared. Please contact me if you have further questions. Si ncerely, DICK RYAN Conmunity Development Director DR: br .fe lnun ZE louth trortage ?oad rail, coloiado 8f657 (3031 416-7000 September I, 1983 Mr. Ernie Nunn U.S. Forest Service Box 190 Mlnturn, Colorado 81645 Bear Ernie: DICK RYAN Comunity Developnent Director DR: br ., otflc. of connunlty d.relop|trant Re: Westin Hotel Ski Trail Ih" I3u of vair supp.rts.the.expansion of the special use permit for vai l Associates r'rest to the blen t-yon suudivision: --- l*e regard the. expansion of the permit an important step in having access from the mountain to Cascade Vfllage. Sincerely, /fr*'ry \hitAssociafes,krc. ( 'r.'at,,rs rnd Operaton of liril and Beaver Creek l{ay 15, 1983 Post Ottrce Box 7 . Vail. Colorado 81658 . t]01)476-1601 Mr, Dan Mcclaskey tleEtin Hotels lfhe westin Building geattle, Washington 98121 !tr. AndY Norris liansfield' ttd. L000 $outh Frontage aoad WeEt vai.lr Colorado 81657 Dear Dan ancl endY: l@ want very much to work out an agreenent as outlined in Danrs last letter' concerninE an egress trail to the Westin. Although we do have sorm changes and rnodifications that are not minorr I believe rte can reach an agreeftentr as $e rtant to be cooperative and supportive of a joint effort that will. help both parties. Accordingly, we are comnitted to try to work out the aruange$ents during .fune to finalize plans for an egress traiL. gob Parker is on vacation at the present tine and wil.l not be back until approxJ.mately the first of June. As soon --as Bob retutrng, we wil]. prePare a dletailed response to Danr$ letter. Once we have sent you our letterr tile can then get togetlrer within a week to ten days to finalize an arrangeftent that will allor'v us to move fomard dur:ing July' Augtust and September witb the construction. AddLtionally, it is our plan to embark upon a neltt long-range pJ.an for VaiL Mountain that wiLl include looking at China Bowl, Mushroom BowL, the tlestin lift, etc. As you know, one of the reasons Vail has always been a successfuL rnprrntain has been our comprehensive approach to long-range planning. rn the past we have not included a LLft to the titestin, but we are wilLing to evaluate the Westin ].ift on a coryrehensive basis. Irowevetr' we want to carefully point out that this evaluation in no way is a comnitrnent on our part to allow conEtruction of a lift. We anticipate this pLanni.ng proeess wilt take sornewhere in the vieinity of nine months inn ttris will give you an opportunity to obsErve the Sestin operation through a complete ski season. I ttr. Dan UcClaskey rdr. endy Norris Page fTro rday 16, 1983 Again, Dan will hear from us in a letter in early June and a ileeting will fol.low shortly thereafter. I{e should have no probleras completing the work on time and we look forward to a corjrtinued and strong relationship. Sincerely, VAIL ASSOCIATES, rNC. 4r ft aaa4 I Harry Fraspton President HFr/dbh cc: E. Eenjarnin Duke, Jr. Bob Parker f.od Slifer y'nich caplan .tlnt E7c,-t I Vail Associales, Inc. November 9, l9B2 Mr. Andy'Norris lO0O Ssuth Frontage Road !trest VaiL. CoLorado 8f657 Dear Andy Vail Associates, Inc-, has asked me to eonrnunic€te to you our findings regarding your proposal. for an aececs Lift ar:ld egress trail to and froo your Cascade Village/l.leetin Hotel development. Attaehed you wilt find backup material relating to our concl-usions. Yoi-r should al-so be arnrare that we have met with Town of Vail officials, and corresponded with the Fsrest Service regarding your proposal. l.Ie have not, ho\,rever, reviewed this matter with the Vail Associates Board, and have no idea how the proposal might be judged by them. Our conclusions may be sunrnarized as foLlows: I) . Skier Impacts on Vail Mourttain At least for the next three to five years, l,re do not anticipate skier impacts from the Cv/i"ltt project will present. serious or unmitigable problems for Vail Mountain operations. In a longer time frame however, we believe an acceas lift, associated with certain other nehr or expanded facilities, might be desirable from both a mountain and a cormunity operations point of view. An egress trail to Cascade Village from Moore's Meadows may be both feasible and desirable in the near term, assuming approoriate approvals may be obtained. tsox 7. Vail. Colorado 81658. 303/4?6-560r Mr. Andy Norris Page Trro Novdrnber '9, L982 2) T.n general terms, \te conclude both lifc and trail- projects are physically feasible. There are howevei, some mejor issues that would have uo be addressed before eonfirming the project's feasibil-ity in detai}: - Geol-ogical- conditions - Adequacy of proposed 1owef, terminal site - Lift alignment vis-a-vis private Property in Cascade Village Terrain constraints to safe lift evacuation SuitabiLity of proposed upper. terminal site.- Snow cover on egress route. .3)Financial Feasibilit 4) Vail Associates would not initiate either the 1ift, the traiL, or the required facility expansions associated with them, on ics o\dr! account as a resulf of the Projeeted impacts of CV/WH' Therefore. we conclude that the finaneing of any Part or al1 of the project wouLd have to be the entire responsibiliry of CV/Ifil. Should the project be built, operational" costs for the reguired expansion would also have to be paid by CV/I,IH over an agreed-upon time sPan. Our estimate of the cilital costs of the project are in the $2,250,000 ran_ge. - Annual- __bpeiating costs are projeeted to be in the $180,000 range lhe financial feasibility of the project, therefore, comes dor,qn to CV/lflI's interest in, and cormitrrent to, financing the project. Governmental Approval-s As you can see from tbe attached corresPondence, there may be sone substantial- barriers to a successful short-term accoaplishment of the necessary Federal approvals for a lifr facility on the proposed alignnenc. .F !' f. Andy Paee Three Iioiember 9'. 1982 On the other hand, a meecing with Town of vail oiiieiars indicared rhar an applicati.on for .""aiti""*l .t"" permit for the^project'-rrhile it ;;;ie-;t necessity have to folLow normal approval ;;;;;";;",- tr'ould lTobablY regei l? Norris """i4 of necessity have to follow normal ap -approval fr olJn Dlann 5) With resPect to the egress apparently could be accorrplished existine permit boundaries or on apptort"Is- should not be a major Susgnary Vail" Associates, Inc., is not at this time inceresEed in taking a Proactive role in the CV/WH l-ift and crail project. Ilorlever, in the interests of cooperation with your companies, we trould suggest the following steps might be taken: - CV/WU neet with V.'A. to'discuss in detail the operational and financial paramelers of the proposed Proj ect - CV/WH neeL wittr the U.S.F.S., to identify appropriate action srePs towards the oermit ex!anl.ion approval- process. (C1ear1y, the proponent for a germit expansion would have io Le \t.A. However, the process would have to be initiated and financed by CV/!IH. - CVIIIH meet r^rith ?OV to identify appropriate review proeess leading to municipal - ;::"-""1'"n, rollgoi.,g, cvlln intiare decision proeess re: pro-oosed Caseade Village lift and trail Projeot. Sincerely, VAIL ASSOCIATES. INC.-1- r 13k Robert rJ. Parker Senior Vice President ,| trail , aince it entirely liithin private 1and, issue. Gordon Steadman Tor*rr of Yailv/ u. s.F. s. RirrP/kt cc: Jack Acuff Ilarry l{. Bass, Jr- Harry H. Frampton John Horan-Kates Tom Leonard Larry Lichliter Bob Nott .4 1 o + Iv{onrrnFrsnER - i(: i-:ii:-- DECEMBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 44 GLEN LYOII SUBDIVISION VAIL, COLORADO The follouling is an anaiysis of residential Lots 39,43, and 44 of the Glen Lyon subdivision in Vail, colorado. None of the three iots is currently de-veioped. A new ski lift is proposed to provide direct access to Vail Noun-tain for the residents.and guests of the Glen Lyon subdivision and wili pass over portions of the three lots. The impacts oi ttre new'l ift on these three lots is discussed herein. The attached plan and section drawings iliustrate the physical relationships. All three lots have been staked to locate property corners and the proposed ski lift easements. On-site analysis of ali three-lots, and aOjoining ur"ur,was conducted. Additional resources for this study include: ierial photo survey infornat'i on; data from the eng.ineers who have designed the proposed ski lift; Gien Lyon covenants, -Zoning, and Design controli; and governing agencies, including the Town of vail-and the upier Eagle vitiey iater ani Sanitation Districts.( GENERAL COMIIENTS REGARDING ALL THREE LOTS PRIVACY PROXIM]TY The privacy of the outdoor )iving spaces of a home can certain-ly be affected by having a skj lift passing overhead. However, we view the negative effect as being minimal , if jndeed the lif.u will only be operating during the winter months, when decks and terraces are se'l dom used. l^le have taken as objective a look as possible at the pros and cons of having a ski l'ift passing over a portion of one's lot. The potential negatives include: noise; litter; loss of priva-cy; loss of vierv. Howevsr, we have found that in a ski resort such as Vail, the psychological and phys'ical advantages of sucn close proximity to a ski lift outvreigh the negative effects.Real estate values in Vail support this opin.ion. Lots in close proximity to ski lifts consistently have higher values than si-milar lots which are not in such proximity- l.le are awane of no instance where a sk'i lift easement has caused a reduction in the value of a lot. LOT 3E ACCESS Access to the lot is not affected. ( DECEMBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 44 GLEN LYON SUBDIV]SIOIi PAGE -2- LOT 38 : PRIVACY Vi EI.IS BUITDABILITY I'iITIGAT]NG 1'lEASURES The chairs will be roughly 30 feet high as they and should prov'ide mjnimal views, if any, into is quite large and long, and this ninor problem pass over Lot 3B, the home. Lot 38 can be mitigated. affec-Lot 38 enjoys a range of view of more than 1800. Views are ted only minimally. The effect on the buildability of Lot 38 is negligible. Because of the iength of the lot in the north/south direction,the home can be located far enough to the south to effectively minimjze any negative impacts of the ski lift. Limiting the use of the ski lift to the vrinter (ski) season minj- mizes the impact on the privacy of outdoor living spaces. toT 43 ACCESS PRIVACY vI Er,ls BUILDABIL]TY MITIGATING MEASURES l.lhile the frontage onto l,lesthaven Circle is reduced lift easement, a,dequate access to the site remajns. The chairs will be relatively high (approximately 30 by the chair- they pass over Lot 43, and should present no problems privacy within the home. Because the chajrs wi'l 'l be relatively high as they pass over Lot 43, vievls from the home will be minimally impacted, if at all. Because of an existing utility easement and a large spruce tree,the most logical development area of Lot 43 is the northern por-tion. The chairlift easement crosses the southern portion, and has litt'le impact on the actual buildable area of the sjte. L'imiting the use of the ski lift to the winter (ski) season mini- mizes the impact on the privacy of outdoor 'l iving spaces. LOT 44 feet) as regard i ng L l.lhjle the frontage onto l.,lesthaven lift easement, adequate access to Circle is reduced by the chair- the site remains. ALLf)) DECEMBER 3, 1985 ANALYSiS OF LOTS 38, 43 & 44 GLEN LYON SUBDIVISIOIi PAGI -3- LOT 44 PRIVACY VI El^ls BUILDABILITY from -, 1 hi sh of The height of the chairs. varies as they pass over Lot 44,roughly 23 to 38 feet in height. Because they are 23 feet at.a portion of the buildabli area, the potenlial for tois Privacy within the home exists. Relocation of the sewer easement to the west, nearer the river would provide a larger, more ievel bujldable area on the lot. For the reasons discussed in the pRIvACy paragraph above, and the placement of the support tower within 3 feet or lhe ruiioaore area, views from the structure can be affected. ffe.ly]ldability of Lot 44 is significanily affected by the chairlift easernent. Lot 44 is very steep in an east-w6si'0i"".-tion.-.The normar, most efficient way to'deverop iucn i-site is 'i n a linear fashion, arong the contours in a noi-tn-iorir.,-oir".- ljon: .An existing sewer easement aiready significantiy reduces rne bur rdable area, but would allorv a north-south development,along the site's contours. The chairlift easement iuis-in" .e-maining buildable area by more than half, and forces u ror" ""-pensive east-west development, up and down the hill. The resul_tant 4'100 (approximately) square feet'of buildable site would yield a building of roughly 3,250 square feet of 6RFA. ltris is 790 square feet less thin the 4,040 square feet GnrR permitted by zoning, or a reduction of 20 percent. Assuming a sites *ur-gin-of $70.00 per square foot, ti.ris represents a ioss.in vaiue qf $00,900.00 based on saleable square feet. A 4,040 tfrir"foot GRFA structure typically requ'ires a buildable u"ea'oi ut least 5,100 square feet. The shape of the buildable area; the amount and direction of the slope; and the reduced size of the buildable u"eu, ai'l .or-b'ine to add cost to the construction of the structure- iompared to deve'lo!'ii'!'T-more conventional site, the increased coiis ot developjng this site could include: aUditionat desr:gn-ioiis ot 11:000 - $5'000; additional excavation and foundation coiis ot $25,000 - $35,000; and the possible inclusion of a smali-trvArau-lic elevator, at a cost of $22,000 - S25,000. Tne range ot these costs totals $50,000 - $66,000. The amount of vertical circulation dictated by this buildable area makes for a less efficient plan, and definitely limits the potential sales and rental markets for the project. - ( IVIITIGATING I'IIASURES L I"iITIGATING MEASURES -1cont'T)- I DECEI'IBER 3, 1985 ANATYSIS OF LOTS 38, 43 & 44 GLEI{ LYON SUBDIVISION PAGE -4- Costs for sewer relocation could run as high as S20,000, but would increase the buildable area of the lot by 2,400 square feet (approximately), thereby offsett'ing the 2,400 square feet lost under the ski 'l ift and air space easements. Development would st'ill occur along the east/west axis, but the increased area to the west is more level , more buildable and the more desirable portion of the lot on which to build. By seeking a garage setback variance from the Town of Vail and/or site access through Lot 45 to minirnize steep site ac- cess, the buildability can be enhanced As mentioned in the "BUILDABILITY" paragraph on the previous page, the inclusion of an elevator could mitiqate the amount of siope on the site. Limiting the use of the ski l'ift to the winter (ski) season minirnizes the impact on the privacy of outdoor living spaces. ( o lnwn 75 soulh tronbge road Yail, colorado 81657 (303) 476-7000 November 24, L9g7 Mr. Andy Norris.Vail Ventures, Ltd. 1000 South Frontage Road Vail , eolorado BLd5z o Qu I otflce of commurlty d€velopmenl Re: Dear Andy: The planning cornmission approved the amended cond.itional use 11::i:*I::^th" lift and rransir rnal1 wirh trre-ioriowins conqlcrons: 1. Three street tights sharr be included in the interira proposal per the original approved. plans. 2' A letter of^credit (the amount to be approved by the Town Engineer) wirl be subrnitted before trre'Lpening of the ski fift which sharr cover costs for creati"i-a-new Town of Vaj-1 bus drop-off area per the.appro.r*a ii.r"i plan. The letter of credit shalr be conditi-oned in sucrr a way that if a building perrnit for the entir" ir"""ii-marr is not released to ifre applicant by July l, igei, -tir" Town of Vail .may use the money to c6nstrict'the nus-stop per the original approved p1an. 3. Public Works approval of the interim bus d.rop area and signage. 4, Funde shall .be set aside_by the applicant to cover a Town of vair staff person to diiect triiri.c to mire sure Town of vair buses have access to the drol-"ii.-"Jn. applicant shall reimburse the ?own for the cosl. 5. The approval sharr.be only for the r.9BT-gB ski season.The Frontage Road inprovements and origj_nal improvea transit mar-r are reguired. to be constrrici"o i"- the surnner/faIl of 1998, At this time, conditions 1, 2, and 4 addressed. In respect to the street informed me that one ligtrt is up and lights will be up by December 14th. still need to be lights, Frank Freyer working and the ottrer two Secondly, I talked to Peter about the letter of credit, and he also feeLs comfortable with letting you open the lift as long as we have an understanding that you wil-J- subnit the bid for the construction of the Town of vail bus stop and the letter of credit to cover construction costs by December 14r 19gT.Please remember to also include the condition that .ilf a building permit for the entire transit rnall is not released bv the Town of Vait to the applicant by July 1, l_999, the Town oi Vail-rray use the money to construct the bus stop per the original approved plan.tl Attached to this letter is a memo from Ken Hughey which gives you a breakdown of the cost for the traffic controller at Cascade Vi11a9e. At this time, our understanding is that the traffic controller would begin on Friday, NovembEr zzth and work up to January 6, 19BB for a cost of gLrgso. ff at that time, it is determined that the person should continue, the additional cost would be approximately gzrz0o, I would appreciate l-t if you would pay the Town the glrgso by December 14th. The traffic controllerrs name is Eric Dossett. He may be reached at the vail Fire Department, 476-2200. t{is supervisor is Kathy Rotb (4?E-S6?1). He will begin training on riiaay.His work hours will be Z:3o AIVI - l_o:oo AM and A:60 pU - a:-:o ptt Wednesday through gunday. As far as other concerns related to the rift, safe pedestri-an access to the lift frorn the Westin and transit mal1 and a barrier between the Terrace wing construction site and the l_ift area,must be in place before the lift opens. All DRB requirements need to be rnet by Decenber 14, l_9g7. Ag 1g{rg as you have no problems with these conditions, I feel the lift may open on Thursday. Sincerely, {{t'tl^i/t;f oo If you have any further guestions, please feel free to call me. Kristan Pritz Tornrn Planner KP:br Enclosure cci Peter Patten Frank Freyer Joe Norris Gary Murrain Ken Hughey Stan Berr)rman o lnun ilcliltmsnt il Nliur TO: FROMr DATE: SUBJECT: box 567 . vail, colorado 81658 . 303.476-5671 MEMORANDUM Kristan Pritz, Planner Ken Hughey, Chief o November 24, 1987 Part Time Community Se vice Officer - Cascade Village Per previous discussions, I am providing you with a breakdown of costs associated with the part time Community Service Officer to be positioned at Cascade Village. lf the position is funded only through January 6, 1988., the cost would be approximately $2,000. The breakdown is as follows: Salary - $ 1025.00 Ski Pass - 625.00 UniformlShoes - 19911!n TOTAL - $ r9s0.00 Should the employee not take the s!<i pass but opt for the cash benefit, the cost would be reduced by $SZS. lf tlre position is to be funded through the end of the ski season, the additional cost will be approximately 92200. All of this will be in salary as [hE-trp fronttr costs are included in the original figures. Should you have any questions, please feel free to contact me. ''r,i'0,^'Fv'-- PI,ANNING AND ENVIRONMENTAL COMMISSION September 14, 1997 2:OO P.l,I. Site Visits 3:OO P.IVI. Public Hearing \ 1. Approval of mj_nutes of August 1O and 24. Z. A request for a conditional use permit to establish an outdoor dining deck at the Kowloon Restaurant located at the West VaiI Mall.Applicant: Kowloon Restaurant 3. A request to amend a conditionaL use permit for the Westin Ho.lift at the cascade Viliage.Applicant: Vail Ventures, Ltd. 4- A request to anend SDD #6, Vail Village Inn, to partially enclose an arcade and to aad a aining patio, nodifying the approved circulation ptanl Applicant: Josef Staufer E. A work session to review a reguest for a minor subdivision to create.two priiary/Second.=y f-t"on Lot 4, Block 4, Vail Village 3rd Filingl Applicants: Ben and Martha Rose 6. A request for a decision on the amount of parking required for Buffehr Creek park on &ot 40, Buffehr Creek Subdivision.Applicant: To!.rn of Vail 7. A request to amend Section j.g.O4.zOO of the Irtunicipal Code, the definition of landscape.. App1l_cant: Town of Vail ,* '{ ',r}j i-'srq,T$lil" 5€AM'da /:3D tu tDD F ilra,Dou DNwtimalk per the approved into Cascade TO: rROUI DATE: SU&7ECT: Conmunity Development Departnent Septenber L4t L98'7 A reguest to revise a conditional use pamit approvat reJ-ating to the cascade transit rnatl to allow i6r .r,interim transit nall design, l_300 Westhaven Drive.Applicant: Vail Ventures, Ltd., Montane Corporation I.DESCRIPUON OF REQUEST on;Iune 9, 1986, the planning and Environmental conmission lhe applicants are r approved Eility due tol includedr grnally, the L.A separated bus shelter and drop-off area for Town of Vail buses Expanded vehicle turn-around 3. 4. 5. 6. The l_. cuing area for shuttLe vans Water feature in the turn-around area Ihree street lights 32 foot wide street that required repaving plus new curb and gutter improvements interinr proposal includes: buiJ-ding the turn-around-area per the approved. plan, providing a bus stop in the turn-around area, decreasing the street width (paved area) from 36r to 2Bl 2. constructing the curb and gutter system plan on the west side of the access road Village 5. adding a rock traffic island. Tbe separated Town ofV Bus licli +;,tr from the proposal , lransportation . ..:{o The ownerrs intent ls tg complete the transit mall per the original approved pJ.an in the spring of 1_9g8. ftris-will require that the Col-orado Highway Department neEotiations proceed and that an agreement is reached on the F.rontage Road improvements.5fiY II . CRITERIA AI{D FTNDINGS Upon rev5.ew of Section Lg.60, the Departnent recommends approval of based upon the following factor: Consid.eration of Factors. d defini f mall lane off the aDSOr.UEeIy necessary l-ift and a result, the Town veloper to arrive at siII function as well tlrc--tiual_pls ?he effect of the use conrnunity Development the conditional use permit Iete is felt Frontage Road are :rt that tTe transit RglFliolship and inpact of the use on develornnent obiectives of the Town- through the project.H.rTrevet, CE EI}E tirne, buil e Frontaqe unfcrtunate that negotiations with thE Department have run into difficulties.staff has tried to work with the a temporary transit ural_l ctesiqn that as possible for this winter tg67-ss. function better than what t-he staf of li t and air distribution of ati-on on ac es utilities, sEEoots and recrea on tac c rac ties needs. nehr s ft will . Transit mall-improvernents are absolutery criErEar to ensuii"t-ln.t tt.l}fl :lg_::l:r11.traffic patterns throush c""""d" viir.dJ will function wel1. fl_would be for this interim plan, aFTEfend resoffi t As $as stated $,he previous neno, the of Vail $taff feels that it is very important that the Town of vail have a qenarate bus drop-off area that wourd be protected from private cars and shut€res dropping skiers otr to alrow for easy public access on the Town of Vail bus system. consLderable size (approx l_L0|to handle the shuttle van will- facilitate lic the new traffic circle is of a in dianeter) and should be able drop-off traffic.ted and a riate si i.E felt that a design can be dirnensi es are rovements that e t. AI s tirne,Public Works must of solution reduced of this reached. drop-off area, but it $_.& median and traffic ow and con In -addition. the roqd will funnel The effect traffic vith icular re erence to congestion automotive an an safe removal o snow ALthough this solution is what exists on the sLte.in the original proposal-)shuttle vans to drop off Generally, staffrs not ideal, it does Lmprove upon The enlarged turn-around (deligned will provide an adeguate area ior convenlence areas. gted Town that the propos-al ls desire is to see approved be e street skiers. te an improvement over what is on the final transit mall plan as constructed next spring. opinion is site. Our previously the character of the area in which the ocat the 'scale bulk o the uses. lftrere shoul-d be no najor inpacts on the general character of the area. rrr. a.I'g=lrcABLE REUSED pOLrcrES oF EmMENTS OF TtrE CoMPREHENSTVE PI,AN Not appLicable. rv. such other fgqlere e4d criteria as the commission deems v.FINDINGS Staff condi c The Conmunity Development Department reconmends that the conditionaL use pernit be approved based on the foLlowing findings: lrhat the propoEed location of the use l-E in accord with the purpos€sr of thls ordinance and the purposes of the district in which the site is located. That the proposed Location of the use and the conditions under which it woul-d be operated or naintained would not be detriroental to the public health, safety, or uel_fare or naterialLy injurious to propertieE or lmprovements in the vicinity. That the proposed use would conply with each of the appticable provlsionE of this ordinance. rV. STAFF RECOMMENDATION recommends approval of the request with the following tionss Three Etreet lights vill be included Ln the proposal per the original approved plan. A letter of credit (the anount to be approved by the Town Engineer) will be subrnitted before any con-truction wiLL occur on westhaven Drive which shall cover costE or creating a n€w Town of vail bug drop-off, area per Vail to the applicant by .fuly l, L988, ttre [own of Vail may use tbe noney to construct the bus stop per the original approved plan. Due to the fact that the final deEi for the IIeUS--of ValI bus not , the owner has \4 Iy proposed s@L boLlards wlth appropriate p,he approved finaL plan. The letter of credit shall be bonditioned in such a way that if a buildlng permit for the entlre transit maII is not released by tha Town of ignage to separate the drop-off area. This design must e approved by Public Works before construction nay egin on the interin plan. [or\* +&^{f\ rvrrni]a- I^* {*3/ atf'4 t^rrL 1/'-1 i\-l-. \U 1U rr , s'iD ! P1 i'iil u s'oP *,Jr\\i""go'6^^Q- \a,Du o I t.lol \ FRONTAGE ROAD e$a qo3 fr{$ il9e .tz ET -th E & 6 6' m 6#Ei 69 m9 al o .(\ qi aa Ss \r -- F.O.w' ----a -- ,.-..--.-.-.. Zal ? ;E*ggE e 6c *,.1 L. :1 rir r R4 sfi flR ^e9 e- RR =E $-i afi z .= FF i-P re ^;o s a t I F F 6 F u I lll 3 (rl (tr R s e 3 'o HH$ J iEi 5ls E"A FlI TI il[e l htwFr runil ri . .n6 ! g\i i D '+*L'''t TO: FRO}!: DATE: SUB..TECT: The l_. 2. 3. 4. Planning and Environmental Commission Conmunity Developnent Department. September L4, L987 A request to revise a conditional use per:mit approval relating to the Cascade transit mall to allou for an interim transit mall design, l_30O Westhaven Drive.Applicant: Vail Ventures, Ltd., Montane Corporation T.DESCRIPTTON OF REQUEST on irune 9, 1986, the Planning and Environnental Conmission approved a conditional use permit for a ski lift and transit nall at cascade Villaqre. Presently, the lift is under construction. The applicants are requesting to amend ttre approved design for the transit facility due to problens in agreaing upon required Frontage Road irnprovenents with the Colorado Division of Highways. Originally, the transit mall included: 2. 3. 4. 5. 6. L. A separated bus shelter and drop-off area for Tolrn of Vail buses Expanded vehicle turn-around Cuing area for shuttle vans llater feature in the turn-around area Three street l-ights 32 foot wide street that required repaving pJ-us new curb and gutter improvements interjm proposal includes: building the turn-around-area per the approved plan, providing a bus stop in the turn-around area, decreasing the street vidth (paved area) from 36r to 2Br constructing the curb and gutter systern per the approved plan on the west side of the access road into Cascade Village 5. adding a rock traffic island. The separated Town of vail- Bus drop-off area, transportation van cuing area' street lighting dnd water feature hlve been renoved tenporarily from the proposal . Ttre ownerrs intent ls t? complete the transit nall per the original approved pJ.an in the spring of 1989. This-will require that the colorado Highway Departnent negotiati.ons proceed and that an agreement is reached on the Frontage Road improvements, II. CRITERTA AND FTNDINGS upon review of section 19.60, the courmunity Deveroprnent Department reconmends approval of the conditional irse pemit based upon the following factor: Rgr?liolghip and irnpact of the use on developn*nt objectiv".of the Town. -* t-r" r""* definitely prefer to see the compLete transit mall constructed. at this time. rt is fert that the transit mall and a left turn lane off the Frontage Road are absolutely necessar-y to the successfur filnctioning of the lift and traffic circulation through the project. Ilowever,it wourd be difficult for the appricant tb c6nsiruct the transit nalr $rithout, at the salnl tirne, buJ.lding the Frontage Road irnprovements due to the inter-connectednesi of the two project areas. rt is unfortunate that negotiations with the colorado state ttighway Department have rui into difficulties,As a result. the To',m staff has tried to work krith the de-'eloper to arri.ve- 3t a temporary transit nral1 design that wilr functi-on as well as possibre-for this wintei rgBz-BB. rn general , the_ proposed. pran wirr function better than what nor exists on the site. For this reason, the staff feels that it i-s necessary to state that the aeveiopn""i "uj""ii""r of the Tovn are ng! uy this propgsal , but in iro way are Lhe development objectives uet as rulty as they couti-6e through the final plan. Consideration of Factors. The effect of the use of li t and air, eistribution of at].0n rtation facil es, u es ools recreat on lac es and other c lac tie The new ski lift will create a demand for improved traffic cj-rculation through Cascade ViLlage. Transi-t matl improvements are absolutely critical to ensuring-that the lift and generar traffic patterns through cascade virrig"will function well. rt wourd be short ligrrtea io not allow for this interin plan, as the end resurt wourd be that no iruprovements would be made this year. I As hras stated in the previous memo, the expansion of the shuttle drop-off area for Town of Vail buses and the large drop-off.area for private shuttles are improvenents that vill facilitate public transportation access to the lift. staff feels that it is very important that the Town of Vail have a separate bus drop-off area that would be protected.from private cars and shuttles dropping skiers otr to alrow for easy public access on the Town of VaiL bus systen. lrhe new traffic circl-e Ls of a considerabLe size (approx LLor in diameter) and shoul-d be able to handle the shuittE wan drop-off traffic. The bus drop-off area is proposed to be separated from the remainder of the traffic by steet bollards and appropriate signage. At this time, pubfi; works must stirl approve the_ final design of this drop-off area, but lt Ls felt that a sorution can be reached. rir aarcrition, tne rock nedian and reduced dimensions of the road will funnel traffic into the appropriate 1anes. The effect n traffic with articular reference to conges an safet traffic flow and con access mane removal of snow from the street convenience and ar areas, Althoug! this solution is not ideal , it does improve upon what exists on the site. The enlarged turn-aroirnd (ae-siqned it, !lt: originaL proposal) witl provide an adequate area for shqttle vans to drop off skiers. The restricted Town bus drop-off area should help alreviate conflicts with private vehicles. Generally, staffrs opinion is that the proposal is an improvement over wtrat is on site. our desire is to see the final transi.t nalJ_ plan as previously approved be sonstructed next spring. character of the area which the ocated the scale of the uses. Ehere should be no najor inpacts on the general character of the area. rrr' A3SFSBLE REr,ATED PoLrcrW on rHE coMpRErrENsrvE PL,,AN IrIot applicable. rv. guch other feglgrE_ 4nd criteria as the commission deems applicable to the prbpbs v,TINDINGS The Coseunity Developnent Department reconurends that the conditional use pennit be approved based on the f,ollowing findings: Ehat the proposed location of the use iE in accord with the purposes of thls ordlnance and the purposeE of the district in which the Eite iE located. That the proposed Location of the uae and the conditione undEr which it would be operated or maintained wouLd not be detrinental to the public health, safety, or nelfare or naterially injurLous to properties or improvenents in the vicinity. Bhat th€ proposed use would cornply with each of the applicable provisionE of thiE ordinance. IV. SfeFF RECOMI,IENDATION Staff reconmends approval of the regueat wLth the follovlng conditions: 1. Three street llghts wl-1l be lncluded ln the proposal per the oriEinal approved plan. 2. A letter of, credit (the amount to be approved by the Town Engineer) will be Eubnitted before any construstion will occur on t{esthaven Drive which shalL cover costs for creating a ne$t Town of vail bus drop-off area per the apBroved f,inal plan. The letter of eredit shalt be condltloned in such a way that if a building pernit for tha entire transit nall is not released by the Town of vail to the applicant by July L, 1988, the Town of VaiI may uae the money to constrrrct the bus etoB per the original approved plan. 3. Due to the fact that the final deslgn for tlre Town of Vail bue drop-off area in the lnterin pLan vaE not finalized at the tine ef writing thiE memo, a condition of approval will be that the Town of VaJ.l Publlc works Departnent EhaII have final approval. over the desiEn of the bus drop-of,f area. At tJris time, the owner has verbally proposed steel bolLards wlth appropriate siEnage to eeparate the drop-off area. This deeign must be approvad by hrblic Works before construction may beEtn on the interim plan. I I 't . . irr I rr I _/FROI{TAGE ROAO e$d ood 3r$ dHd ff trll rarn Pii !..'<-69p cln <nQ o hd o-',s -. t(.o.w. --.\ >\- d IR l6 rrO td---t/ Ey 1Ss OrI <; iq IL rF I 7 $r A J *n -3 <t< *F ;E zv "R s z c .i EF t-D 'F o ..! c I P , F 6 dr F t f q t I EI p tt tlr * (n 5 :3 :r i I I I w -$l ,l I t E:/. (fl,rruRe) --J--------- :-- t^^-n., - \t ...,i, Ii.ehrrA66Rru=Yj_-ai==,,"i' --\.'.r l.-*-- ';6rfg?f tl; - ?utt h' il\ / l" Is xif I r 3 =*i! / |if gii l!,..)E gil II\J m 3l | | | t <. qll,/ t iilK\ lll sg ii \vJ)t' Fi I.,, \11 -.-n- dr$ ",,/f ffifiT du?'\.-f FA\ ,$ \ '---\= F!- h; * -:o '''| li .--_\ Teurtr of Tctl 75"S- Proatage Bd, , Tatl. CO 81657 I,'15tE-5*"r5: :':' -:'.*.''-* Cescade Yillage Traff,tc Control ' Krie t in: to covar employee, uriform, and benefit costs ro" i*ior; ;; il;ii enployed traffie controller frorn Novenber to January 6Lh, lgss: .. Please advise if you have any additional requr.renente. Stncerelv.'"7y)' ''Lka^(/- Frank B. Freyer, III .DLrector of Developnetrt ne' +r'i lnwn 75 soulh tronlage road Yail. colorado 81657 (3O3) 476-7000 November 24, L987 otflce ol comrnuolly developmGnl l'{r, Andy Norris Vail Ventures, Ltd, 1OO0 South Frontage Road VaiL, colorado 91657 Re: PEC/DRB conditions for opening the Cascade Lift Dear Andy: The Planning cornmlssion approved the amended conditionar use pernit for the lift and transit rnall with trre roirowinj conditions: 1. Three street lights sharl be incruded in the interim proposal per the original approved plans. 2. A letter of-credit (the amount to be approved by the Town Engineer) will be subrnitted before tire^'opening of the skl lift which shalr cover costs for creatin| a new Toun of vail bus drop-off area per the approveo iinal pran. The retter of credit sharr be conditibnea in such a vray that if a building pernit for the entire transit marr. i_s not reLeased to th-e applicant by JuIy l, 19BB; the Town of vail .may use the rnbney to construct the bus stop p*. in*original approved plan. 3. Public works approval of the interirn bus drop area and signage. 4. Funds shalr.be set aside by the applicant to cover a Town of vair staff person to direct trirric to nake sure Town of vail buses have access to the drop-orr.- -rrre appricant shal1 reimburse the ?own for the "o=L,5. The approval shall.be only for the r-987-gg ski season.The Frontage Road inprovernents and original-irnproved transit malr are required to be const'ricc"a i"-the sunner/fall of L988, o At this time, conditions 1, z, and 4 addressed. In respect to the street informed me that one light is up and lights will be up by Deiember lath. Second1y, I talked to peter about the letter of credit, and he also feels comfortabre with letting you open the lift as long aa we have an understanding that you will submit the bid for-trre construction of the Town of vair bus stop and the letter of credj-t to cover construction costs by December fa, 1982.Please rernember to also include the cond,ition that ilIf a buirding pernit for the entire transit rnall is not rereased bv the town of vail to the applicant by JuIy I, L9gg, the lown oi VaiI .nay use the money to construct the bus stop per the original approved plan. rl Attaehed to thi-s letter is a memo from Ken Hughey which gives you a breakdown of the cost for the traffic contioller a[cascade village. At this time, our understanding is that the traffic controll-er rarould begin on Friday, Novernber 2zth and work up to January 6, LgBB for a cost of gI,9S0. If at that tirne, it is determined that the person should continue, the additional cost would be approximately 92,200. I would appreciate it if you would. pay the Town the gLrgso by December 14th. The traffic controllerts name is Eric Dossett. He may be reached at the vait Fire DepartmenLt 476-2aoo. His sirpervisor is xathy Roth (426-s67L). He wilt^begin__training on F;iday.IIis work hours will be 7:3o AM - t0:00 AM and2:5o pu - a:-ro pu Wednesday through Sunday. As far as other concerns related to the lift, safe pedestri_an access to the lift frorn the Westin and transit mall- and. a barrier between the Terrace wing construction site and the lift area.must be in place before the lift opens. All DRB --- requirements need to be net by December 14, 19g7. as r9r-rv as you have no probrems with these conditions, r feer the lift may open on Thursday. still need to be lights, Frank Freyer working and the other two SincereIy., {t'th^ilt;f Kristan Pritz Town Planner tO If you have any further questions, please feel free to call me. KP3br Enclosure cc: Peter Patten Frank Freyer Joe Norris Gary Murrain Ken Hughey Stan Berryman luun iluFrllnsnl nl pdins box 567 . vail, colorado 81658 . 303476-5621 MEMORANDUM Kristan Pritz, Planner Ken Hughey, Chief o November 24, 1987 Part Time Community Se Officer * Cascade Viltage TO: FROM: DATE: SUBJECT: Per previous discussions, I am providing you with a breakdown of costs associated with the part time community service officer to be positioned at Cascade Village. lf the position is funded only through January 6, t9g8r the cost would be approximately $2,000. The breakdown is as follows: Salary - $ 1025.00 Ski Pass - 625.00 Uniform/Shoes - 300.00 TOTAL * S r9s0.0o Should the employee not take the ski pass but opt for the cash benefit, the cost would be reduced by $fZS. lf-the position is to be funded through the end of the ski season, the additional cost will be approximately 92200. All of this wiI be in satary as ifre*''ue'Trontlr costs are includeO ln the original figures. -- Should you have any questions, please feel free to contact me. i,'.,f offlce of communlllr dovelopm.nl rn '-';r'/ tnun 75 soulh tronlage foad v.il, colorado 81657 (303) 476-7000 November 24, L9B7 Mr. Andy Norrls Vail Ventures, Ltd. 1OOO South Frontage Road Vail, Colorado 81657 Re: PECIDRB conditions for opening the Cascade Lift Dear Andy: Ttre Planning conmission approved the amended conditionar use pernit for the lift and tiinsit rnarr with trre roilowtnt- --- conditions: L. Three street rights shal1 be included in the interirn proposal per the original approved p1ans. 2- A letter of.credit (the arnount to be approved by the Town Engineer) will be submitted before the^-opening or the ski lift which shalr cover costs for creatini i-n"* Town of vail bus drop-off area per the approvea iinar plan. The letter of credit sharr be conditilnea in-il;h a way that if a buildingr perrnit for the entir" trin"ii narr is not released to the applicant by July 1, 1988, the Town of vail .may use the money to constrict'the bus stop per the original approved plan. 3. Public Works approval of the Lnterim bus drop area and signage. 4- Funds sha1l .be set aside by the applicant to cover a Town of vail staff person to direct trilric to make sure Town of Vair buses have access to the drop-orr. --itre appricint shalL reimburse the Town for the cosi. 5- The approvar shalr.be only for the 19g?-g8 ski season.The Frontage Road improvements and original irnproved transit mar-l are required. to be constrrlci*a ir,- the Jumrnerr/fall of l"98s. At this time, conditions l, 2, and 4 addressed. In respect to the street informed rne that one light is up and Iights wiLl be up by December t-4th. Secondly, I talked to peter about the letter of credit, and he also feers comfortabre with letting you open the lift as rong as we have an understanding that you will submit the bid for the construction of the ltown of vair bus stop and the letter of credit to cover construction costs by DecernbEr fa , Lgg7.Pl-ease remember to also include the condition that rlf a building perrnit for the entire transit rnarl is not released by the Eown of Vail to the applicant by July I, Lggg, the town oi Vail .may use the money to construct the bus stop per ttre original- approved plan.tt - Attached to this Letter is a meno from Ken Hughey which gives you a breakdown of the cost for the traffic contiolrer af,cascade village. At this time, our understanding is that the traffic controller woul-d begin on Friday, Novemb6r 2zth and wgrk up to ,tanuary 6, Lgg8 for a cost o- gtrSSO, ff at that tiT?r.it is determined_ that the.person shouid continue, th-additional cost would be approxirnately g2,zoo. I would appreciate it if you would pay the town the gL,95o by Decenber 14th. The traffic controllerrs name is Eric Dossett. He nay be reached at the Vail Fire Department, 476-2200. His sipervisor 11 ratt'y Roth (476-s671). He wilr begin training "., Fiidut:--His work hours wiLl be 7:30 AM - 10:OO aU and 2:60 pU - A:30 pu Wednesday through Sund,ay. As far as other concerns related to the Lift, safe pedestrian access to the lift frorn the westin and transit mall and a barrier between the Terrace wing construction site and the lift area.must be in place before the lift opens. All DRB requirernents need to be rnet by December 14, Lgg7. l: lgTq. as you have no problerns with these conditions, r feel the lift may open on Ehursday. still need to be lights, Frank Freyer working and the other two Sincerely" {{t*^ilt;f Kristan Pritz fown Planner rf you have any further questions. please {del free to call me. KP:br EncLosure cc3 Peter Patten Frank Freyer Joe Norris Gary Murrain Ken Hughey Stan Berryman o ilililtlneil il rulinc box 557 . vail, colorado 81658 . 303-476-5671 MEMORANDUM TO; FROM: DATE: SUBJECT: Kristan Pritz, Plann tA ,/ Ken Hughey, Chief of.\|fl1Y"" i"l,"Tff: 3l;J,t"K,, ,.id,"" orricer - cascade viuase Per previous discussions, I am providing you with a breakdown of costs associated with the part time Community Service Officer to be positioned at Cascade Village. lf the position is funded only through January 6, l9BB,, the cost would be approximately 92,000. The breakdown is as follows: Salary - S 1025.00 Ski Pass - 525.00 Uniform/Shoes -,_199:91 TOTAL - $ 19so.o0 Should the employee not take the s!<i pass but opt for the cash benefit, the cost would be reduced by $:ZS. lf the position is to be funded through the end of the ski season, the additional cost will be approximatelylzzoo. All of this will be in-salary as iGEp-frontrr costs are included in the original figures. Should you have any questions, please feel free to contact me. PRO-]ECT SPEC IFICATION AUGUSI 10, 1987 The work descrlbed followfng: p'lans and specifications encompass the completed to in these Bids for the rvork shall be received in the ott'ice of the Architect until -5:00 PM' August 25, 1982. The 0wner and the Architect reserve the rlght.to evaluate aIl bids for accuracy and understanding of the contract docurmnts; and any contract award shall be made at their sole discretion. DIVISION ONE . GENEML 0r300 i i I Subm'lttals and Substitutions - Shop drawings required onlv where specifically requested;.substitutioni to de approvel i'n advance by tne.flrchitecti yeri!V arailability of'lpecified'materials before proposing a final-price. r ...t t DE VITLAGE SKI t 10, 1987 01400 Testlng Laboratory Services - 0wner may require testing to ' be performed to determine that materials rneet specified requirements. Initial testing paid by tnqr,.ri-testing done by indlcated noncompliance wl'll be deducted from contract sum. trnspections and tests required by codes,etc., shall be paid for by the contractor. rOtSCO Tenporary Facl'lities - Utilities for construction operations . by General Contractori construction debris must be cleaned up periodical'ly; no on-site burning. Paving and Surfacing 1. Preparation. - prepare subgrade including all necessary cutting" fil1ing, compacting to jnsure a 92t Proctor from building. 2. Asphalt and paving by others. 02700 Landscaping - Finish grading to meet landscape plan oniy, 02600 SKI BASE BUILDING ILLAGE 1987 SiVISIO}I THREE . CONCRETE : 03100 03200 Fomnvork -Fir Larch, as shown. Faces #2S .shall be exterior plywood, shall be [louglas dry,.fonn grade beam to span between fooiings Concrete Reinforcing -yie'ld) r €xc€pt corner ' 10/10 welded wire mssh beams with #4 ties 16" ASTt'l A615, grade 60 (60,000 psi bars and bent bars which may be qrade Slab reinforcing shall be-6 X 6 - and 2 #5 bars top and botton in grade on center. See structural notes. 03300. Cast-In-Place Concrete - Shatl be 3000 pSI in Zg days;. ;. .:. ', :"': ,, .lnterisr slabs to have integral monol ithic finish, iee btvlstou nvE - mEtlts ish and erect all steel columns,pl.ates, angelg, channels, anchor bolts, connections, and all welding and bolting required. See structural notes attached. A. Framing Lumber - See itructural notes..8. ExterJor Trim - 2 X Redwood, stained.C. InterJor Tllm - 31q" X 3" finger joint pine, painted.D. Roof Sheathing - 3/4', CD exterior plywobd. - E. Exterlor Plywood Soffits - 1 X 6 nbOilood T & G.F, Exterior blalls shall be 2 X 6 at 24,,o.c., except as noted on east and west walls. 06a00 Prefabricated Structural Wood : Roof trusses shall be prefabricated gang nailed type,'Douglas Fir/Larch #Z or better. Submit shop drawings. See structural notes, i i' I "r with Kraft paper Exterior !{alls - R-19, 6" thick Roof - R-30, 9".thick r" ,. - . Party trla'l'ls and Ptumbing Walls - 3" thick batti -lgrircter .Foundagion t'lalls - l..tfz" of rigid foam 4' verticaliy, on insjde of grade beam DMSIoltl EIGHT - D00RS AND lIIN0olllS Exterior doors shall be l. 3,/4" solid core, Rotary Birch face at toilet rooms; and 13/4" wood doors with tempered fnsu'lating light at east elevation as shown. Interibr .-.doors shall be 1 3/8* solid core, Rotary Birch face. Sf 08500 09300 hlood tlindows - Shall be primed awning with insu'lating glass. on drawings. wood, double hunq and Eiltbest, sizes is shown 0s700 Hardware :-shall be push/pu1Is with dead bolt 'lock on tollet room exterior doorsi other exterior doors and all interior .. doors sha]'1. have Schlage A Series, 0rbit handle, oil rubbed C1osers shall be on a'l'l exterior doors, Uy LbH.- OIVISIOI.I NINE - FINISHES -.Interior r!1t'!s and ceilings shall be drywall .knockdown finish; use 5/8,,-thick erpe ,,f, : 09900 , Painting - As foll.ows: Soff,its - 2 coats Olynrpic Stain Exterior Doors and Windows - 2 coats alkyd semi-gioss enamel Accent Trim - 2 coats alkyd semi-gloss enamel - Exterior FlashinE - 2 coats 0lympic solid color stain . Interior lialls - 2 coats interior, latex enamel , semi-gloss Interior Trim - 2 coats jnterior latex, semi-gioss enimel ceil ings. Paint to be Devoe or Benjamin lbore. Fiberglass l,Jall Pane'ls - Provide 4, high urainscoat in toilet rooms on north walls and wal'ls behind and adjacent to fixtures.l{aterial shal'l be Glasbord FRP Flat panel, whfte, srnoth'.,,;finish, Glasbord-P.,-as manufactured by Dyiotech industries,P. 0. Box 2429, Joliet, IL 60434. r: CASCABE VILLAGE August 10, .1987 Page Slx i5;1ir;i.. . BIVISION TEN - SPECIALTIES 15400 Plumbing - As fol'lows: usEp_ rN DESTEN: i _ .f,:: ].r. ,frli:$.r\r B. "."HIND , i. FAsIc r^rrND F,REssuRE . 45 FSF E. E:(trOFUFE . B tr. EART!{BUAHE . z0Ng I E. E-UUI'IDATIOl|Ei.r R. MAXIFIUITI ASSUFIED DESIGN F,RSSSURE .tsO+O F)SF ; CONTRRCTOR SHnLL NOTIFY THE OWNER [^,HEN EXCRV|{TION i troFttrLET€" so ft nr'--THE fiHlrrEfr ' F4try'-RETA I N . A -pRoFh:gs r olrcr_trOFItrLETE" SO THNT..-THE fiHItIEfr . F4trY.-RETA I N . A "PROFh:SS I OI.IAL ,. ST]IL$ ENGINEER TO VER'FY THE CAF.NCITi OF THE F.ROF,OSEI}FT]UNDATIOFI SOIL5. a'. , fll I Ei"l-rTr||rr f.,r?r,a F irrF *. 'flLL FUOTING EIERRING ELEVATION$ SHOt^lN ARE ASSUHIID. EXftCT ..: . BEARINCi ELET/ATItrI.IS SHALL BE VERIFIED IN THE FIELD hIITH .,. ffnTunL cEf'tDITroNs Fy cEl{rRAcruR r.JIl'H RtrF,ROVRL ilr: soll-s EN6II.IEER. I I I :D. . ffLL FNtrTINGS ARE TO EE F.LFICED EI.I i 'uRnL strrt. trR trRopERL./ colyttrAcrgD SIJILS ENGINEE}I. .Ei CENTER . " ut{LEss 6lLL FOOTINGS UNDER lrlflLL$, OTHERIJISE NOTED f]N trLANS. FIRM, UNDISTIJaEED. N{.1-r- BACHFILL, AFtrRrlVED BY Tl{E COLUITINS T]R ERID LINES F. CONTRNCTf]R $HALL NT]TIFY OWNER T.'HEN F,LRCEI4EI{T NF COI.IFAC'fE:D FILL L'NDgft FAfiTIIIGS AT.JD INTERIOR SLRES-DH_ENADH IS COFI-PLETS SA THAT THE fiI-JNER I4ftY RETNIN A PRtrFESSIBf{RL SOXLS ENGiINEER TO TE5T DENSITY OF CNIIFNCTIT]N. UFILESS OTHERWTSE RF:&UIREn EY solLs ENGINEER' i4INIt4Uftt tBr4F.RtrTInt{ $HFLL BE gsri. 3.,.SQFIF,RErEr ft. FLL CAST-IN-F'LACE coNcRETE SHALL FE I'IfIDE I,IITI{ TYF,E I-II FORTLAND CEIVIEITIT, ST0I.IE: AEEREEATE AFID SHRLL DEVE:LEtr 3t}I]O trEiI COMF'RESSIVE $TREN6TI{ IN EB DAYEi. B. C8$trRtlU'FtJR t*Ay rrouR gLflF5-tri.1-GRRDE CnNTINUOUS fii,tD s,?l,tcrJT JOINT$. JOINTS sI{ALI- EtE SF'ACED FIT lE FEET AND SFII,ICUT 1'' DEEP X 1./8" hIIDE I-IITHIN lE HOIJRS AFTER trOLJRTI.I{3. CARRY - .ILL SLAE REII.IFDRCEI{EhIT THIIOUEiH JOINT. 'c. $LABS, FnSTIHGS, nNr) HRLLS SHALL Nn.T HftVE .IOIi,iTS IN A HT]RIZSNTAL F.LgNE. RNY STOF IN trONCRETE I.IORK IqUS BE FIADE AT THIRD PT]II.IT OF SF'RN WITH VERTIC'TL EULI{HEADS NND HOR.IIIDNTRL SHSAR KEYS UNLESS OTHERI^'ISE SHOI,JN. ftLI- CBN- STNUtrTION JOINTS SFIAL.L EE AS FEVIEI^IED EY THrEUErrugER. 318-83. CONCNETE REINFORCEMENT: A' ALL REINFORCING SHRLL BE HXEH-STRENGTH DEFORI4ED FARS cuNFoRl{INE lq. Elt'l A6lE' GRADE €o EXcEpr TIE', s'rrRRuFS AhtD trLATE ffNcHoRs t!,HrcH SHALL BE DEFtrRf4En enis, nsTlt DESISNPTItrN 461F, CRADE 4.1. B. hIELDED I,dIRE FABRItr SHALL trONFORIt{ TO ftSTM . FE LA'..PEN ONE FIJLL ITIESH NT SIDE ANO END TT]EE'THER^ R1S5 ANN SHALL StrLICEIi flND WIftET) C. EEINFNRCEI{ENT trRDTECTISN: .' - 1. cuNcRETE FouRED AGRrNsr EARTH . J.. E. CONCRETE POURED XN FORIYIS (EXPOSED TO WEATHER OR EARTH} SLAF5 AND WRLLS (FIOT EXPCISEI} TO I,IEATHER) e" THICY..NESS} U{ITH IN CtrNCRETE I^'QLLST X 4'.O' DIFEONNLLY RS ET -O" trROJEETIBN 5t-AB5r AT ENCH 6il'lt) EERI'lg, c0Rl,tER, F. CONTINUT]US TOF. AND BOTTOT4 BARS IN I.IALLS SHALL EE SF.LICEI}A'€ FtrL|.Etrts: Totr BRR$ ffT MrDspAN; Eorrottt sRRft uveR gutrpeR1.s. Ei. trROVINE NLL RCCESSORIES NEEESSARY TO gUtrFBRT REINFT]RCING AT trOSI]'INFIS $I{OI,J'\ ON TI1E F,I-ffNS. RLL REINFOfItr|II4ENT rO EE HELD SEtrURELY IN trRT]trEIl FtrSXTItrN IN ACET]RDAT.JEE i.IITH RCI 318-77. s. $TFUCTURAL STEEL: ftLL STRUtrTURAL STEEL SHNLL CONFtrRf4 -TO ASTM SIIFICIFICATIOhIS iI36 SXCEI]T PItrE trOLUIiII-I5 I.IHICH SHALL trONFORIq TO RSTbI N53 LATEST EDITIONS. ANCHBR ECILTS SHALL BE N3O7 STEEL. ANI]}IISCELLA|II€OUS EIIIFEDDED ITETiIS SHALL BE A36 STEEL.. STRUCTUftAL STEEI- SHFILL EE DETTiILHD RND FAERITfiTCI} IhI fitrcoftDAl'{cF trrrH LATEST FRilvrsrol'ts oF Arsc "t4frl..FruAL oF $TEEL CONSTRUCTTEN.' - ( A. s. rJ ARE IN trLACE. 6. NON-€HRINK ESoLJTr A. NON-SHRINK GRNUT ftND FOtrTINEiE. 7. !filUllr RLL FRNMING COAST REISION FIEIIIEER SIZES trLYHtrtrD DEtrK SHftLL BE FRI]VIDED FETI.'EEN COLUIIN FRSES FIND TRUS$ LUI'IBER SHffLL BE DRY DOUGLAS FIRI (Fb = IESO PsI - MINIMUITI} trfl ffFF'REVED EC[URI-. NOTED ON DRAWXNES ARE NT]FIINRL. A. B. 1.EACH PANEL OF PLYI{OOD SHALL FE IDENTXFXED I''ITH THE GRRDE-TRADE}.{ART. OF THE AMER'ICAN FLYI,IOOD AS$OCIATION NND SHALI. NEET THE REOUIREIYISNTS BF U.S. PRRDL'CTS STANDRRD trSI, LATEST eDITION FOR FLYT,IOOD. ALL pLYI.'UUD l.lHICH HAS ANY EDEE OR SURFPCE trERHAIIENTLY EXF,IISED TU THE WATER SI{ALL BE OF THE EXTERIOR TYtrE. AF.PLICATION SHALL BE IN ACCORDANCE NITH REtrOMITIENDNTIONS BF THE .AMERICAN F'LYT,'OOD ASStrtrIATItrN. N. FLYT'IOOD ROOF SHERTHING SHALL BE ERNDE tr-D NND SHNLL . gg 3/4 INCH TI{ICI{ WITH StrAN RNTINE 4S/84.' STAEGER PANEL END JOINTS AND FRSTEN hIITH. lod NEIL5 AT 4 INtrH I4AXIIYIUIII T]N RLL OTHER SUFtrORTS. BLT]trR FILL EDGES'. 3. trLYh'OOD }JALL SHEATHINE SHRLL EE GRADE E-D RND SHfILL EE I/E INCH THICK. FRSTEN I,IITH Sd NffILS flT 4 INCI{ES .ITIAXII{UFI ON ALL EDGES AND AT lP INtrHES IV{RXI}iII.JFI gN ALL. IITHER SUtrtrtrRT,S. ALL EXTERIOR I"IALLS SHfILL SE SHE$ITHED h,rTH FL.YI-JUUD ON OUTSilIE AEi AEBVE. rN RDDTTIBNT S F't'. trF THE EAST AND I^,EBT I'IALLS SHffLL HRVE THE Sfi]ilE SHEATHINE 1]N:THE.. INTEFIC}R. tl.HtrSD TRIJ55E5 SHALL BE DESIGNED TO FUT.FILL STRESS RE- BUIREMENTS AND/OR LONDS NOTED ON DRAWINGSi. SHffF. DRfNilIN{JSI SHALL INCLUDE CfILtrULftTIONS AND BERR THE STATJI$] f]F R R€- GI$TERED ENE|INEER. s.$ffEQt: A. ENGINEERT S ACCEF,TFINtrE SUFSTITUTItrNS. MUST FE SECURED FTTR RLI. $'TRUCTURAT trRIOR TO INSTALLATINT'I OF NECHRNICAL AND ELESTRICAL ENLJIP- ITIENT OR STHER ITEMS TO -BE RTTAC}JED TN THE STRUITURE, J E. tr. D. trROVIDE AL.L E}IB€DDED ITEI4S IN STRUCTURE RS FII]TED ON ARCHITECTURRL, I'IECHSINICAL, ELECTRICAL, RND STRUCTURAL T}RAI.JINGS. FlISCELLANEOUS EIYIBEDDED ITEIq$ AFID ANI:HOR BT]LTS giHNLL BE FURNISHED BY STEEL SUFF'LIER AND INSTNLLED BY CENCfiETE CONTRRCTOR. STEEL SHALL FULFILL A5TIYI A36. F.ROVIDE ASF.HALTIC I'IFISTItr.COATINE DN ALL STEEL T'IND I.JOOD EXtrtrSED TO.THE ERRTH. 4 Cascaile Village Metrogolltan District 1000 S. Frontage Rd. tleet VatL, C0 81557 RtrOJULz?Sf July 24, 1987 Mr. Robert Moston Ilistrtct Engineer Colorado Departnent of Highways P.O. Bor 2107 Grand Junction, C0 8L502 Itear Hr. Mostoa: At the suggestLon of Ron Phlllips, Town Haqager of Vail, I an vriting you t,o seek your assletance in resolving a problen regardLng the expaneion of the South Frontage Road to faciLitate acc,ess to Ueethaven Driye. _The expansion is approprlate in order to provlde accelerat,lon/deceleration lanes to accomodate the lncreased traffic aecessing the new Cascade Vtllage chalrlift. The road lnprovenent,e will be funded by the Caec,ade ViJ.lage Metropolltan lJtstrlct nhtc,h was formed 1n 1985. It is also reeponelble for funding the cogt of the lift as weLl ae its operatlng expeoses. The South Froatage Road ie subJect to severe physical problens a ahort dtstaace to either dlrectloa of the Westhaven LlrLve Lntersectton. To the eaat, 420 linear feet a naJor fill tnpacting Gore Cresk begine. To the $est, 450 llnear feet a sinllar fill condttion occura oo private property. Conseguently ve are generally reatrlcted,to any expaosion of the south Fronuage Road that is eore than 400 feet fron the iatereection. . After gtgd{ by the Distrlctrs eaglaeers aad the Towa of yail, it ras concluded that the best solution to acconodate the physical restrictlons rdas to treet the design standards of 35 n.p.h. As the posted epeed at t.he l{esthaves lntersection Ls currently 45 n.p.h.1 the deelgn saa subJecL to a reduction Ln the epeed ltntt. The Tonn council passed a reeolutton supportiog the reduction on July 1, 1986 (.opy attached). The reductioo seened approprlate in vlers of the close proxinlty of the tleslhaven Drive iallrslction to erleting 35 n.p.h. and 25 n.p.h. linits and the cootiaued increaee of traffic volune along the south Frontage Road. at this tine eaet bound traffi,c ls poeted at 35 m.p.h. 2/lO of a nile to the east of the lntersectLon and 25 n.p.h;3/10 of a nile to the east of the lnterEect,ion. For uestbound traffic, the speed is posted at 35 n.p.h. one (l) nlles to the east of the intersectioa. Further review of the design iadicates that tt may rbe poosible to acco[modate the turning lane lengthe at a 40 n.g.h. standard.However, ue can not oeet the etandards for the tapir (shoulders, any Bpeed above 35 n.p.h. lle are Eost, eager to [eet the destres and atandards of the Sighnay Departneot. I{e are wLlling to dLrect our engtneers to vork nith the Irepartrent to achleve the beet poesible reeult vithl.n our physlcal conEtralats. If you couLd provide us wlth asslstance and directLon, be noet appreclative. I car be reached at 476-6602. tae nould Sincerely, f ,M.#,..4 Preei.dent cG: Roa Ph111lpe, Town of Vail 1 t'I I RESOLUTION NO. 18 Series of '1986 A RESOLUTION IN SUPPORT OF THE TOI,{N OF VAIL'S REqUEST TO THE STATE DIVISION 0F HIGHIIIAYS T0 REOUCE tHE SPEEO LIMIT II'I A NUMBER OF AREAS ALONG THE SOUTH FRONTAGE ROAD THROUGH THE TOI.IN OF VAIL. presently existing. INTRODUCED, REAO' PASSED AND ADOPTED AT A REGULAR MEETING 0F VAIL, C0L0RAD0, HELD 0N JULY 1, 1986. of Highways hour on the South OF THE TOhIN COUNCIL 1r!.r. ,i llfANsFrE to, nilr WHEREAS, the existing speed limit on the south Frontage Road is presently set at between 25 and 45 miles per hour; and-- llHEREAs, the developers of cascade village have proposed a new entry off of the South Frontage Road; and hIHEREAS, a great deal of pedestrian and bicycle traffic utilizes the South Frontage Road east of Vail Road; and $IHEREAS, a reduction in the speed of vehicular traffic in these area will benefit the health, safety and welfare of guests and citizens'of vail: NOl,,, THEREFORE, BE IT RESOLVED BY THE TOt,lN COUNCIL OF THE TOI,|N OF VAIL, COLORADO AS FOLLOWS: Section l. The vail Town council hereby requests that the state Division reduce the speed limit from 45 niles per houn to 35 mires per Frontage Road in the area of the Cascade Village development. Section 2. The vall Town council hereby requests that the state Division of Highways extend the existing 25 miles per hour speed zone from the intersection of Vail Road and the South Frontage Road easterly to the area of the Ford park Tennis courts. In additjon, the Town council requests that the speed limit from the Ford Park Tennis courts to vail valley Drive be reduced to 3s miles per hour with the 45 miles per hour zone east of vair val'l ey Drive maintained as ATTEST: %YJ:ffi ,h," frb <Yt'n " n' p qoNVtsYANc, o, #ru*"*t o ffia THIS EASEMENT is 1984, by the TOWN OF VAIL ASSOCTATES, INC. sranted as of tn" fu(aa.y of to VAIL, a municipal corporation (?rGrantorn), , a Colorado eorporation ( "Grantee'r). WITNESSETH: Grantor is the owner of certain rear property (the ,,property,,) located in the Town of vai1, state of colorado, described on part r of Exhibit A attached hereto and forming a part hereof. Grantee desires to obtain an easement over a portion of the property for use as part of a trail to be known as the "westin Ho Trail!'. For good. and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,. Grantor hereby sells and conveys to Grantee a nonexclusive, perpetual easement and righ-of-way (the rrEasement,,) under, over, across and through the portion of the property designated as the Easement on part rr of Exhibit A, to be used.as an integral part of a skier trail from vail Mountain in Eagle eounty, cororado. Such trail may be used by Grantee, its successors and assigns, and by all members of the public for any use reasonably related to skii.ng activities on Vail Mountain. Grantee, at lts sole expense, sha11 construct and maintain a skier trail on the Easement and keep it in good condition and repair, except for any damage caused by Grantor or anyone acting by, through or in conneetion with Grantor, all of which sha1l promptly be repaired by Grantor. should Grantee cease operation of the \{estin-Ho Tra1l for fj-ve consecutive years, then the rights granted to Grantee under this conveyance shall terminate and the Easement sha1l revert to Grantor, i.ts successors or assigns. Grantee agrees to defend. and save Grantor, its successors or assigns, harmless from and against all liability or loss for injuries to or death of persons or damage to the Easement or the Property caused by any act or use of the Easement by Grantee or anyone using the Trail pursuant to this conveyance, including the cost of defending any lega1 action or claim brought by any party against the Grantor as a result of said loss for lnjuries or death of persons or damage to property. To HAVE AND To HOLD said Easement and right-of-way unto Grantee and its successors and assigns. Grantee's rights under the Easement and right-of-way hereby granted may be assi-gned by Grantee, its successors or assi-gns and sha11 run with and be a burden upon the Property, subject to the provisions for termination containd.d. herein. Grantor makes no vrrarrantee that it has the full right or. authority to execute the conveyance of this easement. EXECUTED as of the date first set forth above. GRANTOR: TOWN OF VAIL, a municipal corporation BY: Mayor GRANTEE: VAIL ASSOCIATES, INC., A Colorado corporation BY: Vice President STATE OF COLORADO ) ) ss. County of Eagle ) Subscribed and sworn to before me this _ day of --,1984 by _ .: , as Mayor of the-fown of VaiT, a-municipaffi' lVitness my hand and crfficial seal . My commission expires; Notary Publie (SEAL) Address: STATE Or COLORADO ) ) ss.. County of Eag1e ) SubscribedandSworntobeforemethisdaydf-, 1984 by , as Vi.ce presfdent of VaiT-Tss6cTates,Inc., a Colorado corporation. Witness my hand and official seal . IlIy commission expires : Address:(SEAL) (At,a"n";;; :::'::::g pa* of a Conveyance of Easement from Itrl town of Vail to Vail Associates, Inc.) PART I IEGAL DESCRIPTION OF THE PROPERTY NWZNWa, Section 7, Township 5 South, Range g0 West of the 6rh P.M. PART II LEGAL DESCRIPTION OF THE EASEMENT Tha_t_ part_of_ the NWaNWA, Section 7, _Township 5 South, Range 80 West of the Sixrh principal Meridian, Toim of Vaii, u- Colorado, described as follows: Beglnning at the southwest corner of said MINNWa, thence ?*one tlle^yggf.lil. of said lwrZNtrA N 00o05,24,, r,r 70.00 feer;thence N 89'34'05" E 260.00 feet; thence S 00"25'55" E 70.00 feet to the south line of said NWtNI,II; thence along said south line S 89"34'05" W 260.42 feer ro the poinr 5f beginning, containing 0.42 acres, more or leis. RESOLUTION NO. 18 Series of ]986 A RESOLUTION IN SUPPORT OF THE TObJN OF vAIL'S REQUEST T0 THE STATE DIVISI0N OF HIGHWAYS TO REDUCE THE SPEED LIMIT IN A NUMBER OF AREAS ALONG THE SOUTH FRONTAGE ROAD THROUGH THE TOlllN OF VAIL. WHEREAS, the existing speed limit on the south Frontage Road is presently set at between 25 and 45 miles per hour; and* WHEREAS, the developers of cascade vi]lage have proposed a new entry off of the South Frontage Road; and hIHEREAS, a great deal of pedestrian and bicyc'l e traffic utilizes the South Frontage Road east of Vail Road; and WHEREAS' a reduction in the speed of vehicular traffic in.these area will benefit the health, safety and welfare of guests and citizens of vail: NoW' THEREFoRE, BE IT RESoLVED BY THE T01.lN CoUNCIL 0F THE TotlN 0F VAIL, COLORADO AS FOLLOWS: Section l The vail Town council hereby requests that the state Division of Highways reduce the speed limit from 45 miles per hour t0.35 miles per hour on the South Frontage Road in the area of the Cascade Village development. Section 2. The vajl rown council hereby requests that the state Djvjsion of Highways extend the existinq 25 miles per hour speed zone from the intersection of Vail Road and the South Frontage Road easterly to the area of the Ford park Tennjs courts. In addition, the Town council requests that the speed limit from the Ford Park rennis courts to vai1 va1 1ey Drive be reduced to gs miles per hour with the 45 miles per hour zone east of vail valley Drive maintained as present'ly exi sti ng. INTRODUCED' READ, PASSED AND ADOPTED AT A REGULAR MEETING OF THE TOI,,N COUNCIL OF VAIL, COLORADO, HELD ON JULY 1, 1986. ATTEST: RESOLUTION NO. 18 Series of 1985 A RESOLUTION IN SUPPORT OF THE TOt,lN OF VAIL'S REQUEST TO THE STATE DIVISION OF HIGHWAYS TO REDUCE THE SPEED LIMIT IN A NUMBER OF AREAS ALONG THE SOUTH FRONTAGE ROAD THROUGH THE TOWN OF VAIL. IIHEREAS, the existing speed limit on the South Frontage Road is present'ly set at between 25 and 45 miles per hour; and- WHEREAS, the developers of Cascade Village have proposed a new entry off of the South Frontage Road; and WHEREAS, a great deal of pedestrian and bicycle traffic utilizes the South Frontage Road east of Vail Road; and I,IHEREAS, a reduction in the speed of vehicular traffic in these area will benefit the health, safety and welfare of guests and citizens of Vail: NOl,l, THEREFORE, BE IT RESOLVED BY THE TOldN COUNCIL OF THE TOI,,IN OF VAIL, COLORADO AS FOLLOWS: Section l. The Vajl Town Council hereby requests that the State Divisjon of H'ighways reduce the speed limit from 45 miles per hour to 35 miles per hour on the South Frontage Road in the area of the Cascade Vil'lage development. Section 2. The Vail Town Council hereby requests that the State Division of Highways extend the existing 25 m'i 1es per hour speed zone fron the jntersection of Vail Road and the South Frontage Road easterly to the area of the Ford Park Tennis Courts. In addition, the Town Council requests'that the speed limit from the Ford Park Tennjs Courts to Vail Valley Drive be reduced to 35 miles per hour with the 45 miles per hour zone east of Vail Va1 ley Drive maintained as presently existing. INTRODUCED, READ, PASSED AND ADOPTED AT A REGULAR MEETING OF THE TOhIN COUNCIL OF VAIL, COLORADO, HELD ON JULY 1, 1986. ATTEST: Pamela A. Brandmeyer, Town C'l erk Paul R. Johnston, Mayor rr' TO: FROM: DATE: SUBJ ECT: Town Council Community Development Ju'ly 1, 1986 Request for a ski lift easement from Vail Associates and the Cascade V'i Ilage Metropolitan District The alignment for the proposed Cascade Vi'l 'l age stream tract and Westhaven Circle. In the pEC condition of approval required the developer to for these two areas. The enclosed .information easements. ski lift bisects the Gore Creek review of thjs project, a obtain easements from the Town descli bes the requested {( {-"-*-* (t\th- -*-}--- +tf ^--,.{o &* *-a -l€-\ ^a*-.,$ 4"s\"nA$ 'J-rLtF' \ J*- I )"\r l<>74\ F J,,-L{ 3-{} EASEMENT DEED - J KNOl,l ALL MEN by these presents: That the T0WN 0F VAIL, a Colorado municipal corporation (,'Grantor") for ten dollars ($10.00) and other good and valuable consideration, the receipt of which js hereby acknowledged, has granted, bargained, sold and conveyed and by these presents does grant, bargain, sell and convey and confirm unto VAIL ASS0CIATES, INC., a Colorado corporation, and the CASCADE VILLAGE METR0P0LITAN DISTRICT, a quas'i -municipa'l Colorado corporation (herein collectively referred to as "Grantees"), the following real property situate jn the County of Eag1e, State of Colorado, to-wit: A perpetual non-exclusive easement and right-of-way under, over, across, above and through that portion of Grantor's property which is set forth and designated on Exhibit A attached hereto for the erection, maintenance, repair, re-erection and operation of a ski ljft and related equipment and facilities. Such easement may be used by ejther of the Grantees, their successors and assignsn to the extent reasonably necessary in connection wjth the operation of a ski lift on or above such property and by all members of the public for any use reasonably related to skiing activities on Vajl Mountain. Acceptance of this easement by Grantees shal'l constitute its agreement and consent as follows: 1. At such time and in the event that the easement descri bed herein shall be abandoned or terminated, Grantees real property interest in the agreement shali 'immediately revert to and be thereafter merged with the servient estate. 2. Grantees understand that Grantor does not warrant title to the above descfli bed property in which the foregoing easement is granted and does not undertake to defend Grantees jn the peaceable enjoyment of this easement, and the grant of the easement shall be subject to all outstanding 1iens, taxes, assessments and superior .. rights, if any, in and to the property. 3. The use by the Grantees of the easement shall be at all tjmes subordinate to Grantors use of said easement notwithstanding the fact, however, that Grantor sha'l I not construct or allow the construction of any improvements within the easement or outs'i de the easenent if the hejght of such improvements would intnude wjthjn the cone described on Exhjb'i t B attached hereto and incorporated herein by thjs reference, or a] low any activity within the easement or the cone which would violate any regulatjons pertaining to the operation of such skj lift. 4. The granting of this easement does not in any way exempt the Grantees from obtaining al'l necessary permits and approvals from appropriate Town of Vail Boards and Commissions. 5. Grantees shall conform to all the laws and reguiations of the United States of America, the State of Colorado, the County of Eagle, and the Town of Vaj1, in its use of the easement and any activity it conducts thereon. 6. The Grantees shall indemnify and keep the Grantor harmless from any and a1 I clajms for damages to real and personal property and injuries or death suffered by persons in any manner growing out of the use of said easement by the Grantees, and the cost of defending sajd clajms including but not limjted to reasonable attorneys fees. Signed and delivered this day of , 1986. Grantor: TOWN 0F VAIL, Grantee: VAIL ASS0CIATES, INC., a Colorado municipal corporation a Colorado corporation By:By: Rondall V. Phi1lips, Town Manager President Grantee: CASCADE VILLAGE METROP0LITAN DISTRICT, a Colorado quasi-municjpal corporatjon By: -2- Pres i dent State of Colorado County of Eagle ss, AS The foregoing instrument was acknowledged before me this _ day of _, 1986 by of the T0l{N 0F VAIL, Colorado, a Colorado nun'i c'ipa1ity. WITNESS my hand and official seal. My commission expires on: Notary Publ i c Address -2- EXHIBIT A of a Conveyance of Easenent to Vail Associat,es, Inc.and ,1986.Cascade Village Metropolitan District daEed THE EASEMENT A 54 foot wide strip of land across Gore Creek Strean Tract as shown on Anended PLat Glen Lyon Subdivision, according to the nap thereof recorded in the office of the Eagle Countyl Colorado, Clerk and Recorder, lying 27 feet each side of the following described centerline: Beginnfng at a point on the easterly line of said Gore Creek Strean Tract, whence the nost westerly corner of Lot 43 of said Anended Plat Glen Lyon Subdivision bears $ 21"41r49" W 18.23 feet; thence depart,ing said easterly line N 40"17t04tt W 57.58 feet to the westerly line of said Gore Creek Strean Tract whence said rnost westerly corner of tot 43 bears S 26"36t27tt E 68.07 feet. The side lines'of thb'bttip aie'shortened or terminate at property lines. (Attache<1 to and fron Town of .for_ning part Vail lengthened to ,4n*.^ o Exhibit A A strLp of land 54 feet wide lying within the righr-of-way of l,lesthaven Circle, --..' Anended Plat Glen Lyon Subdivision, according to t.he map thereof recorded tn che offlce of the EagJ-e county, colorado, clerk and Recorder, saLd strip lying 27 feeC on each slde of the following descrlbed centerline: Beginnlng ac a point on the easterly right-of-way line of said Westhaven Circle whence the southwest corner of Ttact J of said Anended Plat Glen Lyon Subdivision bears s 08"40t00" t,l 27.58 feer; thence N 40"17'04" I'I 49.24 feec to the poinr of terminus on the westerly right-of-way line of said Westhaven CircLe uhence the oortheast colner of Lot 44 of said Amended Plat GIen Lyon Subdivision bears N 32001124', E 16.gg feer. The slde l"ines of said strip of land are shortened or lengthened to terminate at sald Westhaven Circl_e right-of-way lines. Date: Leland J. Lechoer Colorado P.L.S. 23506 Westhaven Circlr Chairlift easemenE 6/24186 LJL/dc (wes t ) t Exhibit A A strip of land 54 feet_wide lying wlthin rhe right-of-way of westhaveo circle,Arnended Plat Glen Lyon subdlvLsion, aicording to the map ihereof recorded in the offLce of the Eagle_countr,,colorado, clerk ind Recordei, satd strip lyi'g 27 feet on each side of the folrowing descr\bed ce.,terrii"i' - Begl-nning at a point on the easterly right-of-way line of said Westhaven Circle whence the southr,resE corner of Tract H of said Amended plat Glen Lyon Subdlvision bears s 12"41 r30" w 727.63 feet; thence N 40o17104', w so.r2 feet tL the point of terminus on the westerly right-of-way line of said Westhaven Clrcle whence the northeast corner of Lot 38 of sald Anended Plat Glen Lyon Subdivision bears N 12"39'30" E 37.81 feet. The side Lines of said strip of land are shortened or lengthened to terminate at said. Hes thaveo Clrcle rlghc-of-way 1ines. Date: Leland J. Colorado Lechner P.L.S.23506 ,i..,. 'I Wes thaven Circle Chairlift easemenc 6124186 LJL/dc (eas t) EXHTBIT B fron Town (Attachgd to qn{- fornlng part of a conveyance of Easenent Eron Town of VaiI r.^ r,-rr to ValI AssocLates, Inc.l{etropol ltan Dlstrlct dated r986. ) THE EONE OTHER SIOE SIMILAR BUT REVERSED MAXIMUM ALLOWAELE BUILDING HEIGHT BY OR OINA NCE APPROXIMATELY 40' AT TOWER - VARIE S BETWEEN TOWERS CENTERLINE OF PROJECTED CABLEWAY +/.l / CONE OF RESTRICTED IMPROVEMENTS f EASEMENT DEEO KN0l.{ ALL MEN by these presents: That the TowN 0F vAIL, a colorado municipal corporation (,,Grantor',) for ten dollars ($10.00) and-other good and valuable consjderation, the receipt of which is hereby acknowledged, has granted, bargained, so'l d and conveyed and by these presents does grant, bargain, sell and convey and confirn unto vAIL AssocIATEs, INC., a colorado corporation, and the cAscADE vILLAGE METRopoLITAN DISTRICT, a guasi-municipal colorado corporation (herein colIectively referred to as "Grantees"), the following real property situate jn the county of Eagle, state of Colorado, to-wit: A perpetual non-exclusive easement and right-of-way under, over, across, above and through that portion of Grantor's propenty which is set forth and designated on Exhib'it A attached hereto fon the erection, maintenance, repair, re-erection and operation of a ski lift and related equipment and facilitjes. Such easement may be used by ejther of the Grantees, thejr successors and assigns, to the extent reasonab'ly necessary in connection with the operation of a ski lift on or above such property and by all mernbers of the pub'l ic for any use reasonably re] ated to skiing activities on vail Mountain. Acceptance of this easement by Grantees sha'll constjtute its agreement and consent as follows: 1. At such time and in the event that the easement described herein shall be abandoned or terminated, Grantees real property interest in the agreement shall 'immediate'ly revert to and be thereafter merged with the servient estate. 2. Grantees understand that Grantor does not warrant title to the above descri bed property in which the foregoing easement is granted and does not undertake to defend Grantees in the peaceab'l e enjoyment of this easement, and the grant of the easement shall be subject to a'l I outstanding 1iens, taxes, assessmehts and superior rights, if any, in and to the property. f 3' The use by the Grantees of the easement shal'l be at all times subordinate to Grantees use of said easement notwithstanding the fact, however, that Grantor shall not construct or allow the construction of any improvements within the easement or outside lhe easement if the height of such easement would intrude withjn the cone described on Exhibit B attached hereto and'incorporated herein by this Peference, or allow any activity within the easement or the cone which would violate anyregulationspertainingtotheoperationofsuchskiljft. 4' The granting of this easement does not in any way exempt the Grantees from obtaining al'l necessary penmits and approvals from appropriate Town of Va.i I Boards and Commissions. 5' Grantees shalI conform to"all the laws and regulations of the United States of America, the State of co'l orado, the county of Eag1e, and the Town of vail, in its use of the easement and any activity it conducts thereon. 6' The Grantees shall indemnify and keep the Grantor harmless from any and all c'laims for damages to real and personal property and injuries or death suffered by persons in any manner growing out of the use of sajd easement by the Grantees, and the cost of defending said claims including but not limited to reasonable attorneys fees. Signed and delivered this _ day of , 1986. Grantor: TOllJN 0F VAIL, Grantee; VAiL ASSOCIATES, INC.,a colorado municipal corporation a colorado corporation' ) By:By:Rondall V. PhilliFs;-Er,/t@F Pres?dent Grantee: CASCADE VILLAGE METR0POLITAN DISTRICT, a Co'l orado quasi -mun ici pa l co'rporati on Bv: Hres l dent -2- I State of Colorado County of Eagle SS. The foregoing i nstrument , 1986 acknowledged before me this was by day of AS mun i ci pal i ty. tIITNESS my hand'and offjcial seal. My commission expires on: of the TOWN 0F VAIL, Colorado, a Colorado Address -3- f / I":'','. / 75 soulh trcntage .oad vail, colorado 81657 (303) 476-7000 June 11, .l986 offlce ol communlly development Mr. Andy Norris Vail Ventures Montane Corporation 1000 South Frontage Road Vai 1 , Co'l orado 81 657 Re: Cascade Ski Lift Dear Andy: Congratulations on the approval of your conditional-use reguest by the Planning Commission. I hope you receive |tord from the Forest Service in the very near future. I have enclosed an app'l ication form for the easements you willl need from the Town of Vail. As you know, we need these easements recorded prior to initiating construction on the lift. I would encourage you to begin this process at your earliest convenience. Please do not hesitate to call with any questions you may have. Si ncerel y, ,/\ \9,$\ I ]'honas A. Braun Senior Pl anner TAB: bpr Encl osure / EASEMENT FORM Appl icant: Address Phone Date of Submittal Purpose of Easement Submittal: 3 copies of a stamped survey 3 cop'i es of the legal description for the easement 3 copies of the easernent deed Review Procedure:, Please allow four weeks for the review and final approval of the easement. The easement must be reviewed by the Town,s attorney, engineer and P'l anning Department. Once any necessary correctionl are made after their reviews, the easement will be scheduled for a Town counciI work session review. Further revisions after review may be necessary. Then the easement will be scheduled for final approval at an evening Town council meeti ng . The easement may be reviewed and approved sooner than 4 weeks. However,if the easement requ'i res many revisions, the approval can take 4 weeks. The applicant should attend the Town council work session and evening meetings. If any other parties are involved in the easement outside of the Town government and applicant, the other partjes should also be present at the work sessjon and evening meeting. I lnwn n I|al 75 soulh lronlage road vail, colorado 81657 (303) 476-7000 May 13, 1986 Mr. Andy Norris Mansfield, Ltd..l000 South Frontage Road Vai i , Col orado 8.l657 offlea of eommunlly development Re: Conditional Use Request for Cascade Vi1)age Ski Lift Dear Andy: I have completed a preliminary review of your submittal for your conditional use permit for the Cascade Village ski lift. lde have accepted this app'l ication and will schedule if for public review with the planning commission on June 9th. I have distributed copies of the proposed plans to a number of Town of Vail departments and should be receiving their comments back the week of May l9th. Because I will be out of rown, Kristan or Rick wil'l relate any items of major concern to you at that time. Two items of information requested from the Public works and Fjre Departments'i nclude: 1. A copy of the approval of your lift proposal to the Colorado Tramway Board including any conditions of approval or other stipulations related to this proposal . 2. A copy of the approval , or a statement of the status of your request,to the state Highway Department for the changes to your access off of the South Frontage Road. As stated, I have done only a preliminary review of this app)ication. Both Peter and myself will be out of rown until the 29th of May, at which time we will be able to review this application in greater detail. I will be.i n touch with you concerning this appl ication later this month. S'incerei y, / \ r*^-- Thomas A. Braun Seni or Pl anner TAB: bpr l /LI- L It ; t.in i', v L- Voil Ventures, Ltd. 1000 S. Frontoge Rd. W Suiie 200 Voil, Colorodo 8'1657 303-4764ffi2 Memorondum To: Tom Braun, Town of Vail From: Andy Norris Subject Conditional Use PermiE for Cascade Village Chairlifr Dote: May 6, 7986 I have enclosed the foltowing: - Check in the amount of 5100.00 - Completed application including private proPerty ourners who will have easement impact - Lift plan and sections prepared by Morter Fisher (4 copies) - Cascade Village Entrance Plan prepared by R0I4A (1 copy -- revisions to be compleLed next week at which time we will submit 4 copies) - Chairlift Easement Map prepared by Eagle Valley (1 copy for your information) - Site Section of chairlift prepared by ROI{A (1 copy for your information) o TurWssilN Horrl Vail Leadville Edi,ra rds Gyp surn Eagle Dare February 5, 1986 Suolect Town of Vail Survey A11 Employees From Personnel Please make an "X" on the appropriate line when ansrqering each quest ion. 1. l,lhat cype of transportation do you use to get to work? Drlve own car Ride Hocel Van Take TOV bus ParEicipate in a car pool , Walk/Ride Bike 2. Please indicate Ehe eeneral area in whl-ch you 1ive. Vail Village Va11ey High West Vail Eagle Vail Matterhorn l./luo. Int ermount ain East Vail ,/you a \./ year round or 3. Are 4. How seasonal res ident ? long have you worked for the Westin? in Vail? 3 fnOn-fl'i-S The West{n 0-30 days 1-3 months 4-6 months 7-12 rnonths 1-2 years much do you spend $100-$ 1s-0 Vail 0-30 days V 1-3 months - o-u months 7-12 months 1-2 years on housing p erl month? ./ sr50-$200 r/ $200-300 $400-$ 500 5. How $500-600 $600-$ 7oo $ 7oo-$800 $3oo-$4oo oo oo Appl ication I rt Date of Oate of PEC Meeting APPLICATION FOR CONDITIONAL USE PERMIT I' This procedure is required for any project required to obtain a conditional use permit. The application will not be accepted until all infonnation is submitted. A. NAME OF APPLICANT ADDRESS PH0NE .17 cc.- b,ao 2. B. NAME 0F AppLrcANT,S REPRESENT ettue AaDV ilote r s ADDRESS rooo g, Fro,e{.? r(J. d. PH]NE 47b -6 6o> c.NAME 0F Ol^tNER(S) (print or type)Jrr.r . L1J or^rNER(S) | STGNATURE ( S )_ tnee ADDRESS D. LOCATION 0F pROp0SAL; LEGAL- LOT BLOCK FILING ADDRESS ,orwa,l3cx *l?Sb BMe-r,f'Bb BE PAID BEFORE THE DEPARTMENT OF COMMUNITY DEVELOPMENT }lILL PROPOSAL. E. FEE $100 THE FEE MUST ACCEPT YOUR . F. { list of the names of owners of all property INCLUDING PROPERTY BEHIND AND ACROSS iTNIiTi", THE APPLICANT I^IILL BE RESPONSIBLE FOR CORRE'i II. PRE-APPLICATION CLAUSE adjacent to the subject propertv and their mai'l ing addresies. OI.JNERS AND CORRECT ADDRESSES. A PRE-APPLICATION CONFERENCE I^IITH A PLANNING STAFF MEMBER Is sTRONGLY sUGGESTED T0 DETERMINE IF ANY,ADDITIoNAL INFoRMATIoN is lreroro. *r,tti nppltclTI.N 'ILL BE AccEPTED UNLESS-IT-Is C0MPLEiE (Nusr rr'rcluoE-nll-irei',ii nequineo'ey iHE-zoNrNe j,ADMINISTRAT0R). IT-rs rHEAPpiicnni;i-EespoNlraLrii io-lrnre AN AppgTNTMENT : ...i l'rrrH THE srAFF r0 FrND our ABoti Aoorriorlnl'i0aMiiini"n'EijiirnEugnrs. r , PLEASE N0TE THAT A.!9yI!EI5_APPLICATI0N l.lrLL STREAMLTNE THE AppR0vAL pR0cEss FOR YOUR PR0JEcr sv DEcRmstNG iHE lruNeen 0F coNDriiorii oF nppnovAl THAT THE , f,tjEfr#filntllfi,Hiitfe iALL DC0NDiir0Ni 0F nFi;novni-i,iuii'Ei'co",qprrED wrrH.BEFoRE A OVER oo rr' Four (4) copie3 of the forrowing information: oo tt . . o' 1-9":gttntion of the precise nature of the proposed, use and,ats operating characteristics, and, *"arrrr", pr-posed t,o make the use comparible with other'p=opuilll :." in"'"i.i"iIv.r .' ii B. A site plan -showr:ng proposed development of !!e site; incltrdiag r. toposraphy, building-roiatio"s, -;;;il;;; traffic circularionp ., i .. useable open space, landsc.p"a'ai;;;:;e utiliries and, drainage ;' features. :.c' .Freliminary bu.i-iding plans and elevations sufficient to indicatc the d.irnensions, g"r,Erli .ppearancee scale, and ilterior plan of .. . ,,i., all buitdings. - -. Any-additional materiar necessary for the review of the application as determined by ttre zoning-Ad*iii"trator. III . Tirne requirements The Plannits -la Environmental commission meets on the 2nd and 4th Mondays of each nonth' an--apprication-witrr-trr" necessary accompanying material musr be sr:bmi*ed f";"--;;;k; ;;;_ to the date of the meeting. ; .. -l....- /lk"#*:b oo Cascade Lodge Joint Venture Attent,ion: Jack Sklnner 1300 Westhaven Drive Vai1, CO 81657 Lot 43 Mar garet Scarbrough lrlil son 604 Scarbrough Building Austin, TX 78701 Lot 44 Andrew D. Norris 1000 South Frontage Road West Suite 200 Vai1, C0 81657 Lot 38 Resort Propert.ies, Ltd .Attention: Richard He11er 1230 North Lake Shore Sarasota, FL 33581 t 1- /r- i y' '" {-lilint,ii^^J ea& u u'-/' co^' Yo r r o [3-u -l +{i,1/tt, b, 1'l.l ',. '.t':, oo Schedule of Adjacent property Owners D.' 4 d'rL^r oo ro l I J tr : l{ ti v d $ tf I rl fl t a I Nt 39a?B t ril- i. ' i. ;r* Permit Numbers How PAID-cash-Chp "1, i / :/ 'l ,{t I I I I {'hl ^}4/'tr.,Lt gvD +- ;)'+l:J!- *le'*' !* *-/n'1 f1*,l* DECEMBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 44 GLEN LYON SUBDIVISION VAIL, COLORADO The foilowing is an anaiysis of residential Lots 38,43, and 44 of the Glen Lyon Subdivision'in Vail, Colorado. None of the three lots is currentiy de- veloped. A new ski lift is proposed to prov'ide direct access to Vail Mcun- ta'i n for the residents and guests of the Glen Lyon subdivision and will pass over portions of the three lots. The impacts of the new l'ift on these three lots'is discussed herein. The attached plan and section drawinqs iliustrate the physical relationships. All three lots have been staked to locate property corners and the proposed ski lift easements. 0n-site ana]ysis of all three lots, and adjoining areas' was conducted. Additionai resources for this study include: aeri a'l photo survey information; data from the engineers who have designed the proposed ski lift; Glen Lyon Covenants, Zoning, and Design Controls; and governing agencies, inciuding the Town of Vail and the Upper Eagle Valley Water and Sanitation Districts. 6ENERAL COMMENTS REGARDING ALL THREE LOTS PRIVACY PROXIMITY The privacy of the outdoor living spaces of a home can certain- ly be affected by having a ski Iift passing overhead. However, we view the negative effect as being minimal' if indeed the tift will only be operating during the winter months, when decks and terraces are seldom used. We have taken as objective a look as possible at the pros and cons of having a ski lift passing over a portion of one's lot. The potential negat'ives inc'lude; nojse; litter; loss of pri va- cy; loss of view. However, we have found that in a ski resort such as Vail, the psychological and physical advantages of such close proximity to a ski lift outweigh the negative effects. Real estate values in Vail support this opinion. Lots in close proximity to ski lifts consistently have higher values than s'i - milar lots whi ch are not in such proximity. We are aware of no instance where a ski lift easement has caused a reduction in the value of a lot. LOT 38 ACCESS Access to the lot is not affected. DECEMBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 44 GLEN LYON SUBDIVISIOIi YAIJL -I- LOT 38 PRiVACY The chairs wjll be roughly 30 feet high as they pass over Lot 38, and should provide minimal views, if any, into the home. Lot 38 is quite large and long, and this minor problem can be mitigated. ViEWS Lot 38 enjoys a range of view of more than 1800. Views are affec- ted only m'inima1ly. - BUILDABILITY The effect on the bujldabjlity of Lot 38 is negligible. MITI GATI NG MEASURES Because of the length of the lot in the north/south direction, the home can be located far enough to the south to effectively minimize any negative impacts of the ski lift. Limitin"o the use of the ski l'i ft to the w'i nter (ski) season minj- mizes the impact on the pr.ivacy of outdoor living spaces. LOT 43 ACCESS While the frontage onto Westhaven Circle is reduced by the chajr- lift easement, adequate access to the site remains. PRIVACY The chairs will be relatively high (approximately 30 feet) as they pass over Lot 43, and should present no problems regarding privacy withjn the home. VIEl.lS Because the chairs will be relatively high as they pass over Lot 43, vievrs from the home will be minimally impacted' if at all. BUILDABILITY Because of an existing uti'l ity easement and a large spruce tree, the most logical development area of Lot 43 is the northern por- tion. The chairlift easement crosses the southern port'ion' and has little impact on the actual bui'ldable area of the site. MITIGATING MEASURES Limitinq the use of the ski |'ift to the winter (sk'i) season mini- njzes the impact on the privacy of outdoor living spaces. LOT 44 ACCTSS tJhile the frontage onto liesthaven Circle js reduced by the chair- lift easement, adequate access to the site remains- DECEMBER 3, I985 ANALYSI5 OF LOTS 38, 43 & 44 GLEN LYON SUBDIVISION rttt:L -J- LOT 44 PRI VACY VIEl,lS MI TI GATI NG MEASURES placement of the support tower within 3 feet of the buildable area, views from the structure can be affected. BUILDABILITY The buildability of Lot 44 is s'ignificantly affected by the chairl'ift easement. Lot 44 is very steep in an east-west direc-tion. The normal , most efficient way to develop such a site is in a linear fashion, aiong the contours in a north-south direc-tion. An existing sewer easement aiready significantly reduces the buildable area, but would allow a north-south development, along the site's contours. The chairlift easement cuts the re- maining buildable area by more than half, and forces a more ex- pensive east-west deveiopment, up and down the hill' The resul- tant 4,I00 (approximately) square feet of, blrildable site would yield a building of roughly 3,250 square feet of GRFA. This is 790 square feet'less than the 4,040 square feet GRFA permitted by zon'i ng' or a reduction of 20 percent. Assuming a sales mar- gin of $70.00 per square foot, this represents a loss in value of $60,800-00 based on saleable square feet. A 4,040 square foot GRFA structure typ'icaliy requires a buildable area of at least 5,100 square feet. The shape of the bujldable area; the amount and direction of the slope; and the reduced size of the buildable area, all com- bine to add cost to the construction of the structure. Compared to deve)offig-'-E-more conventional site, the increased costs of developing this site could include: additional design costs of $3,000 - $5,000; additional excavation and foundation costs of $25,000 - $35,000; and the possible inclusion of a small hydrau-lic elevator, at a cost of $22,000 - $25,000. The range of these costs totals $50,000 - $66,000. The amount of vertical circulation dictated by this buildable area makes for a less efficient pian, and definitely limits the potential sales and rental markets for the project. The height of the chairs varies as they pass over Lot 44, from rough'ly 23 to 38 feet in height. Because they are 23 feet high at a portion of the buildable area, the potential for loss of Privacy within the home exists. For the reasons discussed in the PRIVACY paragraph above, and the Reiocation of the sewer easement to the west' nearer the ri ver would provide a larger, nore level bui'ldab'le area on the lot. MITIGATING MEASURES DECEI'IBER 3, i985 ANALYSIS OF LOTS 38, 43 & 44 GLEI{ LYON SUBDIVISION PAGE.4- Costs for sewer relocat'ion could run as high as 520,000, but would increase the buildable area of the lot by 2,400 square feet (approximateiy), thereby offsetting the 2,400 square feet lost under the sk'i l.ift and air space easements. Development would still occur aiong the east/west axis, but the increased area to the west is nrore level , more buildable and the more desirable portion of the lot on which to build. By seeking a garage setback variance from the Town of Vail andlor site access through Lot 45 to minimize steep site ac- cess, the buildability can be enhanced. As mentioned in the "BUILDABILITY" paragraph on the previous page, the inclusion of an elevator could mitigate the amount of slope on the site. Lim'iting the use of the ski lift to the winter (ski) season minimizes the jmpact on the privacy of outdoor living spaces. dlrsarrocrares 1419 Broadwav Suite 7OO Oakland, CA 946t2 415 763.2061 June 6, 1986 Va i 'l Ventu re Ltd. 1000 S. Frontage Road West Vail, Colorado 8i657 Attn:Mr. Frank Freyer Project lrlanager Subject: Cascade Village Master plan - Traffic Review P85201X0 Oear l{r. Freyer: l'le have reviewed the access and circulation plans for the proposed transit facility at the ldesthaven Orive entrance to tascade villagi provided to us uv t!9 Roma Desisn Group. The proposeo prini-ior-r,r";;h;;;; Drive wourd provide for the adequate,circulittirn ot vehicles, il;;;-;;i pedestrians through the translt faciritv for the projected revei-oi i"iiuity. f. {gy.know,.rre-prepared a comprehensive review of transportation conditions, in December of 19g5, for the teveii rt airr.i[pient projected for the future cascade vitlase Master plan. Tha; a;;it;i!"'conctuaed that !!: llopo:"d.design of ltesthiven Drive and its intersection with the south Frontage Road would serve the projected traffic volumes ritt tittle or no delay. In addition' our anatyiis-showed that the r,ieo p"i"strians projected to use the proposed-ski lift on a dairy oisii ioura ne acconnodated via the proposed walkways and bus siops. The proposed transit facility incorporates an island in the center of the l::l:"?in^d.facilitv r+hich wilr act to channerize borh ir,"ougr, vehicres and Duses ln the proper direction. The island has been shifted from its original location at the geometric center of the turnabout to the north to insure that motorists are routed in the proper direction. The center line striping for cascade village residents aira iis.itors wtro ire travelring eastbound on westhaven Drive towards the turnabout will a'rso be anglei towards the south to guide motorists to the correct side of the turnaround. 9!"lns the w'inter months, the ability to rit.'".ong "uy novernents wou'l d be reduced as snow bui.l ds up around the center islano,thus making it more difficult to violate tn! airectional guia"s. r t I Mr. Frank Freyer Vail Venture Ltd. June 6, 1986 Page 2 If you have any additionar.ques.tions regarding our analysis of the transit center for the cascade vi.llage Master pian, pl'eas. it.i"iree to ca-tt mysel f or Bob Grandy. Si ncerel y, DKS ASSOCIATES a California Corporation 'n i l,Fj--t" t 'L !' '/tt It/ Hans l'1. Korve, p.E. Pres i dent HI,lK: rsg: va i I 2 cc: John Grove, R0MA f DKSAssosbres 1419 Broadwav Suite lO0 Oakland, CA 94612 415 763 2061 ,June 6,i 986 Vail Venture Ltd. 1000 S. Frontage Road West Vail, Colorado 87657 Attn:Mr. Frank Freyer Project Manager Subject: Cascade Village Master p'lan _ Traffic Review P85201X0 Dear lilr. Freyer: tJe have reviewed the access and circulation plans for the proposed transit facllity at the tJesthaven Orive entrance to bascade viilige provided to us !v tfq Roma Design Group. The proposea plans for r,reitha;En orive wouto provroe tor the adequate,cireulation of vehicles, buses and pedestrians through the transit facility for the projected livei of i.i;rtty. l:-{gl..know,.we_prepared a comprehensive review of transportation condttions, in December of 1995, for the levels of develbpment projected for the future cascade- yirlage Haster plan. rfiai'un.iyiiI"'"oncluded that the proposed.design of i.lesthiven Drive and its interseition with the South Frontage Road would serve the projected traffic volumes with little or no delay. In addltion, our anarysis-showed that the r,izo peJestrians projected to use the proposed-ski lift on a daily uisii iouro ue accommodated via the proposed walkways and bus siops. The proposed transit faci)ity incorporates an island in the center of the l:lli"gyrg. facilitv which wiil act io channelize both through vehictus and Duses rn the proper direction. rhe island has been shifted-from its origina'l location at the geometric center of the turnabout to the north to insure that motorists are routed in the proper direction. The center line striping for cascade village residents aha vis.itors who are travelling eastbound on westhaven Drive towards the turnabout wfll also be anglei towards the south to guide motorists to the correct side of the turnaround. lqring the winter months, the ability to make wrong way movements would be reduced as snow builds up arouird the center istairu,thus making it more difficurt to viorate the directionar guides. I Mr. Frank Freyer Vail Venture lta. June 6, 1986 Page 2 If you have any additional quest.ions center for the Cascade Village Master myself or Bob Grandy. Si ncere ly, DKS ASSOCIATES a California Corporation analysis of the transit feel free to cal'l regarding our Plan, please 1 4 /.r'l . J Hans 1rl. Korve, p.E. Presi dent Hl,{K:rsg:vail2 cc: John Grove, ROMA \ ^ ' '/ I "'''" A't 5T{TE OFCCLORADO WAY fusan Miller Pro8ram Administrato, 1525 Sherman Street, Room 600,4 Frver. Coloredo 8O203-l 762 Phone (30J) 86636O1 January 16, 1996 BOARD Department of Regulatory Agencies Wettin8ron E. Webb Execulive Difectol Division of Registrations Bruce M. Douglas, Direcror Vai1, Colorado 8L658 Dear Dave: At the .]anuary g, 1996 Safety Board, ttre Board L985 for a variance ro Mr. Dave Larson Vail Associates, Incorporated Post Office Box 7 meeting of the Colorado passeng.er Tramway considered Vailrs request of iecenber L1 ,Rule 2.I.L.2, Location, Note 2, Air Space. rt was the decision of the Board to g:rant the variance provided that items 2 through 6 of the Findin{s of i""t-i'yoo, oecember lTth letter are met. Please understand that this variance, as r understand it, was only granted for the new terrace wing of the hotel_. - iot" 3g, 43 and 44 were not discussed, and therefoie, no varianqe was granted with regard to the 1ots. Please feeL free to contact me if you have any questions. Very truly yours, ,4 ../1 ..- -y'-'.t t//2.&/-\;,4-._ /, 4 {.Lz y Susan Miller Program Adrninistrator SM: rb Rt[t JhN 31 \g8B + \AilAssociates,Inc. Crcators and Operaton of Vail and Beaier Creek '| a tn.n!. iviAiriS.iTiELI, LT.6 December 12, 198A Mr. Jonathan Carrick, p.E. Colorado Passenger Tramway Safety Board Roon 6004, State Services Building 1525 Sberman Street Denver, Colorado 80203 Dear Jon: vail ventures' Ltd. and the westin Eotel are desi-rous of building a new terraee wing to tbei.r botel and also eonstruct-ing' in tbe sumsrer of 1986, a chairlift fron the botel slte to the western edge of vail Mountain's simba run. The licensee for the proposed new cbairlift would be Vall Assoeiates, rnc. An exception to Paragraph 2.1.1.2 Location, Note 2, Air space' is hereby requested. Air space ffieiist between the proposed terrace wing and the proposed l_ift, but also impact Lot Numbers 38, 43, and 44, lo-ated on West Eavea circle Road. Please Dote attached letter dated November 1g,1985 frou Vail Ventures, Ltd. and a memorandum dated.November 19, 1985 from I'rank Freyer, project Director, and a letter dated December g, 1g8b from Torpn of Vaif Fire Chief Dick Duran. ?he amount of air space infringemetrt as it relates to the terrace wing of tbe hotel is show:r on the ROMA drawings also attached. Fi.ndings of Fact: 1. Consistent with Paragraph 1.2.3 (a), (b), and (c), iu that both a chairlift and the maximization of cormerci-al space must occur for the ltestin to be economically viable. 2. Vail Ventures, Ltd, will provide a twenty foot easement for the entire patb of the lift line. 3. ?he building is desi.gned as a Type 1 Fire Resistive structure. 4. Fire detection and prevention systems will be installed. 5. Sprinkler system will be installed. 6. An audible alarm will notify tbe chairlift operator of any fire alarm condition. Posr Office Box 7. Vail, Colorado 61658. (1031476-5601 Mr. Jonatban Carrick December 17, 1g8E Page Two 7. Tbe side of tbe terrase wing closest to the chairlift will contain no glass and no baleonies. The impact to-future development of Lots 3g, 43, and, 44,we would hope, could be drscussed at the uext Board Eeettng.'Preliminary drawing #A1 , dated July 10, lgg5, is enelosed. _ Jon, this, is no way, could be construed as a skiiag lift.currently, the tfestin sotel must bus their people fron tf,e hotel to either Lionshead or vail vil1age, The eurrint proposal is for a triple fixed griF, and r would see tbls lift buiy for per-baps one or two bours in the morning. A trail ealled ile weitin Eo cumently exists wbere guests at the westin bave an option of_skiing a catwalk back to the hotel . Also enclosed foi your informatlon is a cascade village skier demand projection, ind a Cascade Vi.llage public accesi pIan. Any further information you may require, please do not hesitate to give me a calL. vid irector,ift Vail and Beaver Operations Creek enclosures vLo/85/090 DML/cp I Vqil Ventures, Ltd. 1000 S ftontoge Rd. W Suite 200 Voil. Colorodo 81657 303-476-6602 Io: From; Subject: Dole: Andy Norris Frank Freyer Terrace Wing November 19, Memorondum , Project Director Fire ProLection 198s The Terrace Wing is a 120 guestroo,n expansion to Westin Ilotel located in the Toi..n of Vai1, Colorado.schedule indicates cornmencement in the spring of 1986 in the fa11 of 1987. ,, The building is designed as a Type r fire resistive structure wi_th a ?'state of t.he artrt fire detection and prevent,ion systen. The fire alarm system can be activated rnanually ai pu11 box stations or autoBat j'cally by thermal and/or smoke detectors located throughout the building. As the building is fu1ly sprinklered, an alarrn sigial is also activated by any sprinkrer system lnitiarion, A11 fire a1arfr "ig"ur"will be instantaneously transmitted. and displayed on the multi-zoned anunciator panel in the adjoining Westin Hoiel fire conmand cent.er which is monitored by hotel personner 24 hours per day and is connect.ed directly to the Town of Vail Fire Department. The portion of the Terrace Wing structure which is t.he nearesE to the chairlift site is a fire stairwell which extends to the fu11 height of the building. This stairwell is sprinklered and also has a crass r stand pipe system with fire hose connections. Due to its proximity ro the chairlift, the exterior of the stai-rwe11 wa11 will be fitted with an audible alarm to notlfy the chair lift opera tor of any fire alarm condit.ion. the existing The construction with conpletion : I v h ry I Fffii h&F l|rt\bl tuEV U11.F).l$.1'-d |'|.0a - Uf/r:*l Vtg, VA,tL-Tlgr,^d,g AtJ(, Mtfai o ( o t' o AryOri?. nA? ?*+-A..e\ft t6.l-d 1t.i14i Fmf rt HI(VL V'{L-TqqfiArE r^ltlrc, rre?tfotJ o Yldgl4rtJf UttE ,l o I I I I He$frJ iefgL v\Jl-l?ffiA# Anvt', Aparpl O , vMbt4w Lftre - I o fd'ffid lW* A..V,G+F 16 vJc lt.d 11.ii.0b ilff | Fl HaIVu n1s.1s74rv-+ rrnlr apqfral o t Wn uelq.4-u- 2t ffiL lE vd,t'-O' 11'11'36 't J*fwt MftL V\ -Ia,f9rte ltrlo /islf a Fl o ?AQffiEFT LIHE-_ I I I I I t 1D I I l.#nil raf evyl ;- fffiAdd tJhl& /Affi r|aN tltd 11.11,% I I Apri I 10, 1986 Mr. David A. Stank U.S. Forest Service Holy Cross Range Distr.i ct P. 0. Box 190 Minturn, Colorado 81645 Dear David: Andy Norni s has asked me to outline the Town of Vail's history of involvement with the proposed Cascade Vjllage chairlift and the Town's position on the matter at this time with particular attent'i on to publjc access and parking matters. The points I can speak to are as follows: 1. Cascade Village is within a specia'l development zone djstrjct requiring the Town to approve any change of use or change of sjte plan within the di strict. The Town participated jn reviewing the design and approved the Westin Ho skiway that was constructed in 1984. Town staff contributed to the skier demand analysis for the Cascade Vi'l lage lift prepared by Sno Engineering jn 1984. The Town was an active participant jn the design of the proposed South Frontage Road improvements and Transjt Facility on Westhaven Drjve. l,le feel that Cascade Village developers have shown the ljft will reduce use of the Frontage Road and use of Town parking facjlities by al lowing Cascade Village and Glen Lyon residents and guests to have jmmedjate access to the nountai n. It is not desirab] e from the viewpoint of the Town or developer to establish Cascade Village as a day skier base area and jt is not designed or intended to operate as such. The zon'i ng is not suitable and the appropri ate support facilities are not available. The base area has been designed to accommodate only skiers accessing the ljft on foot, by private shuttle buses and by the Town bus system. The Cascade Village parking structure includes 27? spaces managed by the Westin for guests and patrons of the Hotel and 149 spaces are available to non-hotel patrons of Cascade Vi11age. Experience indicates that the major demand for public parking at Cascade Village is in late afternoon (Cascade Club) and evenings (CMC, Cascade Village Theatre, etc.). Cascade Village developers have'i ndicated their intent to maximize occupancy at all tjmes whi1e protecting parking for patrons of Cascade Village. The structure is to be operated on the same basis as the Town of Vajl parking structures charging the same fees during winter months. 7- The Transit Faciiity will handle bus traffic more efficiently than what presently exists and should reduce demand on the Town's parking and transportation faci I i ties. The Town Council approved the formation of the Cascade Vi'l lage Metropolitan 0jstrict and the required Service Plan. The approval jncluded the details of the ljft's design, road improvements, public facilities and lift operations. The Town retains total review and approval authority over any des'i gn modifications of the base area. The property owners and residents of the Cascade Village Metropolitan Djstrict approved formatjon of the Distrjct on March 18 by a vote of 44 to 2. The Town has been jnvolved in this process from the beginning and has reviewed and modjfjed many aspects of the District Service Plan and base area design. We feel the developers have demonstrated thjs wjll be a lift to serve a specjfic local area and will not be attractive to or cater to day skiers. Sincerely, 2. ? 4. 6. 8. 9. RVP/bsc cc: Richard Woodrow- Rondall V. Phill ips Town Manager Forest Sunervi sor "ili 75 south trontage road vail, colorado 81657 (303) 476-7000 March 5, 1986 Mr. Andy Norris Managing General Partner VaiI Ventures, Ltd..l000 South Frontage Road West Vai'l , Co1 orado 8.l657 Re: Cascade Parking Structure Dear Andy: office of communlty develoPmenl Thanks for delivering the summary memorandum on the Cascade Village parking structure. I appreciate the information as it allows me to better understand how the structure wlll be allocated for the uses as well as its operation and maintenance p1an. I have the following comments to offer: 1. The condominiumization of the various parking levels wil'l be required to come through the Town's subdivision reguiations. Our concern here is to assure the parking structure operates as a unified whole while still a1lowing the division of ownership. 2. I disagree with your calculations which apply the I2-I/2% mixed use credit by parking leve'l which results in spaces available for addit'i onal development use. The multi-use reduction can be appl ied only to the overall parking requirement tota'l for the project. As you'll recall, the total parking requirement for the project with the rnulti-use credit brought the total requirement to the number of spaces planned in the master plan. Thus, there are no additional spaces which can be allocated for future unp lanned uses. 0verall, it looks like a good plan that will work for the project and I look forward to continui.ng to vJork with you on the remainder of the project. 5lncerely! -/ - 1-'-' .: '- :.. '-t' A. Feter Patten, Jr. Di rector Commun iiy Devei opment APP: trpr 75 south lrontage road vail, colorado 81657 (303) 476-7000 January 29, 1986 Mr. Larry Warren U.S. Forest Service Box 190 Minturn, Colorado 8i645 offlce ol communliy developmenl Re: Publjc Access Provision for Cascade Village Chair Lift Dear Larry: I would like to take this opportunity to briefiy explain the Community Development Department's position regarding public parking provisions for the proposed Cascade Vjllage ski lift. I'd like to preface my comments by stating that the ljft is required to go through a conditional use permit process at the Planning Commission level when jt is more specjfjcally proposed. The approval given to allow an election for the creation of a special impnovement djstrict as occurred last Tuesday is not the fjnal approval by the Town of VaiI for the lift. Cascade Village has been jn the planning process with the Town of Vail since .1977. In .1979 a master development plan was adopted by the Town Councjl as the guiding planning document for the entire area. The basjc concept from the inception of the project was to cneate a self-contained vi l lage providing high qual ity guest accommodations, conference facilities, an educatjonal center, support retail and a number of private condominiums. Parking provisions have always been planned into a main parking structure which has now been opened after a series of deiays. 41 though the ski |ift was not a part of the original master plan, it has been under discussion for the last several years. We view the chair lift as an amenity provided pnimarily for the resjdents and guests of the Cascade Village, Glen Lyon and Matterhorn areas. However, we feel strongly that the chairlift should have a strong public access element in order to help alleviate congestion areas related to out of Valley ski 1ifts. }rle are confjdent that the plan as proposed wi1'l provide that publjc access via publ ic and private mass transportation systems, both existing and proposed, to serv'ice the l'ift. As you are well aware, one of Vail,s strongest assets is its World wide reputation as a community which is not dependent upon the private automobile for transportation within our va1 Iey. Indeed, after the guest arrives, he or she is predominantly dependent upon ejther public or private (and sometimes both) bus systems to get from his or her accommodations to the lifts, shops, restaurants and other facjljtes. l{e feel that the Cascade Vi'l lage pnoject and chair lift are no exceptions to this rule, and we feel strongly that it would be a big mistake to encourage the private automobile to enter into Cascade Vi1'l age for the express purpose of riding the chair lift. The parking calculations for the structure and Cascade Village were formulated upon the existing and proposed uses in that project, and there is little to no opportunity on the site to provide additional parking for skiers. Indeed, reworking of the master development plan at this point might compromise the overall workability of the master plan that we have developed over the past seven years and one which we are comfortable with at the present tjme. Finally, I can assure you that our staff has worked diiigently with Mr. Norris on the proposed improvements relating to the cha'i r lift over the past severa'l months, and we feel confjdent that we have a good plan before us. I would be more than happy to answer any further questions or talk further with you about thjs matter at your leisure. S incerel y, A. Peter Patten, Jr. Di rector Community Development APP: bpr o CASCADE VILLAGE Summary PARKING STRUCTURE Memorandum A. Physical Description The- three level parking struct,ure 1s now substantial I y cornplete w#h 410 of the 421 parking spaces available for use. Levels l and 2, wirich are connected by a circular rarnp, f unction prlrnarily as parking f or the l, estin Hote1. Level 3 is operated separately as a cornmercial pariLng facility for patrons of Cascade Vi11age. A11 parking levels are fuliy firl sprinklered and monitored by a central fire alarn systen. The finat count of paiking spaces per 1eve1 is as follows: Level I Level 2 Level 3 Total I IlU 5paces4,.f rr\tl 154 S pacesJ 149 Spaces {owr^{t 421 Spaces B. Condorniniurn Association ----i--;---'f he ownership of t.he parking structure and the Cascade Club land and inprovements will be condominiurnized into the following four units which will forn a condonini.um association: Condo Unit,Description 0wnership Unie I Unit 2 Uni t. 3 Unit 4 Parking Level 1 ( 34 , 500 sf )Parking Level 2 (43,700 sf)Parking Level 3 (39,600 sf) Cascade Club & Tennis (67,000 sf) Vail Vent.ures Cascade Lodge Vail Ventur e s Cascade C1ub, , Ltd.Joint Ve ntur e , Ltd. C. Use 1.Parking Levels 1 and 2 contain 272 parking spaces which will service the following iraprovements: Improvement Westin Hotel Cascade Wing 8 Units Terrace Wing 120 Guest Rooms * Plaza Conference Center Meet.ing Space * 20 Guest Rooms * Glen Lyon Chairli-ft * Vail Associates Calcul at-ion of Parking Requirernent SDD Schedule SDD Schedule 120 x .t+ + 67,250 sf/1,000 sf 9 ,225 sf. / 15 / 16 20 x. 4 + 9, 500 sf/ I ,000 sf 0perating Agreenent Subtotal Mult j. Use Parking Structure Credit (12 l/ 2Z) Total S paces Requlred Spaces 115 16 I15 38 I8 5+* 307 (38) * To be constructed ** Not requlred by zoning rcrao /f le! 9q::q1: Village parking Srrucrure r/r6/86 Page 2 After applying rhe mulri use parking srructure credir of 12l/zz the required nunber of spaces is 26I reaving g "pu""" avairable for additlonal devgLspnsrrt us.. Parking Level 3 contains r49 parking spaces which wir-1 service the following improvemenEs: Improvement CMC Building Cornpas s Rose Cascade Theatre College - Classrooms College - 0ffices Cascade Club * Retail Restaurant Terrace Wing Retail x P]-aza Conference Center Retail * Calculation of Parking Requirement SDD Schedule SDD Schedule SDD Schedule SDD Schedule . 250 sf/300 sf 92O sf/15/8 6,300 sfl300 sf 5 , 700 sf/ 300 sf S paces I /.6 40 4 ,l I 2L I9 Subtotal Multi Use Parking Structure Credit( 12 L/27") Total Spaces Required 'I ?O ( ro, 1r3 * To be cons truc t ed After applying the nulti use required number of sDaces is additional developrent u".. D. 0perations A11 levels will be fu1ly managed and include entry/exit gates, t,icket dispensers and attendants. Parking Levels l and 2 will be operat.ed by Cascade Lodge Joint Venture under the terms of an agreenent r+ith Vail Venrures, Ltd. CLjV will operace Levels 1 and 2 in a manner which facilitates the use requirements set f orth u!91e in paragraph C1. CLJV will have the rlghr to all parking revenues and.rri11 be responsible for all operating costs. Property taxes for Levels l and 2 will be d,ivided prorata between CLJV and Terrace Wing guestrooms, P\aza Conference Center guestrooms and meeting space, and Cascade Wing guestroons. Parking Strucrure credit of 12 I/ZZ tne 113 leaving 36 spaces available for li;;i3; village parking Srrucrure Page 3 Parking Level-3. will be operaLed by Vail Ventures, Lt.d. as a commerc j.aI facility wh j-ch will honor the use requirements set forth uuou.-in paragraph C2. Day skiers will be admitted Eo ievel 3 only on an "as available,, basis.Parking fees for day skiers may be sornewhat greater than Town of vai1, s schedule. . opelating policies and procedures and rate schedules wiIl be coordinated betueen Cascade Lodge Joint Vent,rre and Vail Ventures, Ltd. and equal or approximate Town of Vail parking sEructure rates. E. Mai!!.enance/Utility Cosrs The condornini.um assoc.iati.on comorised responsj.ble for providing or conu.ractine for general naintenance. ?he cost of such Lormon utility expenses shall be apport.ioned prorata appropriate four condominium unj.ts. of units 1, 2, 3, and 4 will be all exterior landscape and area maintenance and any common by t.he association anong f,he F. Construction Cost Phase f was completed in Novernber of 1982 at a cost of g2,300,000. The final cost for Phase rr should be g2,425,000. rt should be nor,ed that approximately $400,000.00 of the Phase I costs could be directly attribured to the Cascade Club facility which is partj.ally constructed above phase I. Level # Square Feet Assessed Value Taxes aL 87 rnil-1s $2,300,000 $2,425,000 $4,725,000 $ 11 ,000 Taxes at 117 mills Phase I rnase 1t Total Cost Cost Per Parking Space G. Property Taxe s The condominiun associatlon decl-arations vi11 provide that t.he properEy taxes will be paid indj-vidua11y by the owners of each condominium unit.Recent d i s c u s s j- o 1^ Yi ! h ^ t h e County Assessor t s office indicates an assessed valuation of $5.50/sf for structured parking. Based upon a current ni11 levy of 87, the annual property raxes (inciuding personal) wirr r"i"i-.uo.rc $.50/sf. Assuming approval and funding of-Ciscade Village Metro Dist.rj.ct, the mi11 levy will be increased to about. 1i7. 0wner 1 2 34,500 43 ,7 0O 39 ,600 $ 190 , 000 $240,000 $ 218 , 000 $16,500 $20,900 $I9,000 $22 ,2OQ $28,100 $25,500 Te rrac e /P1aza/Ca sc ad e CLJV Vail Ventures, Ltd. o CASCADE VILLAGE PUBLIC ACCESS PLAN to/22/8s DeveloDment Pro gram ' Cascade V111age includes approximately l0O acres directly west of Lionshead within the Toyn of Vai1. Development conmenced in 1978 and j,s controlled by Town of Vail zoning in accordance with the provisions of SpeciaL Development District. 4. From its inception, Cascade Village has been planned and developed as a self-contained resort community. At completion, the resident and guest will have within walking distance, a1-most all of their desired products and/or services. A projection of Cascade ViIlagers daily population during the vinter ski season is as fol lows : Westin Hotel Guest Rooms Occupants per Room Maxinun Occupancy( 1O0Z) Design Occupancy (852) Emp 1oy ees Commercial Colorado Mountain CoL l ege S taff Students Cascade Village Theatre Compass Rose Res ta ura nt. Seats Lunch 0ccupants Dinner 0ccupants Cascade Club 0ff-site Members On-site Menbers Empl oy ee s Cascade Village Retail Leased Space Employ ee s Glen Lyon Office Building Leased Square Feet Occupants November 1986 Novernber 1989 Connents =-------- Additional r ooms open 9/87 *xc 1u des veekend s Evenings onJ.y 2 shows Principal demand is between 4 P.M. & 7 P.M. 185 r.7 315 267 260 340 L,7 578 49r 476 I2 r20 140 85 50 90 135 70 t5 l0, 500 55 16 r60 280 105 90 120 150 95 20 22,OOO J4 l7 ,000 85 Cascade Village Public Page 2 Access Pl an : Res id en tia 1 Condoni ni uns Cascade VilLage Total Units Short-tern Rental 0ccu pan ts /Uni t Units Maxinun Occupancy( 1002) Design Occupancy (652) Long Term Units 0ccupants/Unit Maxinun Occupancy ( 100U )Design Occupancy(502) Residential Condoniniuns - Park Total Unit-s 0ccupants per Uni t Maximum Occupancy( 100U )Design Occupancy (7 57") Interval Ownership Condominiums TstaL Units 0ccupants per Unit Maxinun Occupancy( f 00Z) Design Occupancy(852) Residential'Hones - GLen Lvon Conplete Urii.ts Occupants per Unit Maximum Occupancy( 1002) Design Occupancy(502) Tine Share Condominiums Total Units Occupants per Unit Haxinun Occupancy( f_O0Z) Desi gn Occupancy (.S5? ) Tota 1s Units - Hotel Units - Resi.dential Maxinum Occupant s Design Occupants Employees, Guests, etc. Novenber 1986 November 1989 Connents Millrace,/Coldstreaur Mansfield Village . 75 24 ) t20 78 51 3.5 178 89 Meadow s 33 2.5 83 62 L28 38 5 190 r23 90 J.) 315 t57 33 2.5 83 ,62 CLtb /PIaza 55 3 165 140 36 5 180 90 Line 54 3.5 189 161 340 306 1700 L224 141 r Sel f-contained parking Total possible of 103 hones 18 5 90 45 0 The Fa 11 185 t26 786 541 862 Long tern units indicates onner occupied, long term lease or second home. l{ote: In addition to the residential and accomodation units approved Cascade Village rri1l also include approximately 3O,O0O square feet conmercial rea1. estate and 30,O00 sguare feet of meeting/conference ' facil-ities. It is anticipated that these facilities wiii largely support the resident and guest requirements of Cascade Village as distinguished fron serving as a destination fron other locaEions in Vail therefore no estimate for patrons from outside Cascade Village has been included. Cascade Village Public Access Plan Page 3 For purposes of conparison, the Lionshead area is conpletely builL out with 674 residential condonini.um units and 510 acconodation (tiotel) units. ,of A Vail Mountain return ski trail named llestin Ho r.ra s constructed and opened for the 1984/I985 ski season. Snow-making faci!ities were added during the summer of 1985 which will enable the trail to operate for the entire ski season regardl,ess of natural snow conditions. The cost to operate the l{estin Ho is funded by the Cascade Village Association (r'CVAil). Vail Associates is responsible for maintenance, operations, snon-making, and patrol from Sinba to the trailrs crossing of Gore Creek. Fron that point to the vehicular bridge of Westhaven Drive (approxinately 1500 linear feet), the trail is grooned and naintained by CVA in accordance nith standards and procedures provided by Vail Associates, - Al.etrough no counting system vas in place during the Westin Hofs inftial scason, infornal counts indicated usage of 5O to 150 skiers dai1y. Because of inadequate snow cover at the lower end (especially on the skiersr bridge) the trail r'ras closed March 30, 1985. With the addition of snow-making the trail vill provide a quality experience throughout the skj. season. As the quality inproves and knowledge of its availability increases, significant increases j.n skier usage are expected. Planned Facility The Cascade Village Lift will be a fixed grip triple chairlift manufactured by Doppelnayr. The lift will be 4000 feet long and rise 1400 verticle feet. Its upper terminal will be at the western edge of Simba, above Post Road. Skiers vil1 be able.to ski to Chair 9, the Lionshead base area or Vail Village from the top of the chair. The lift uill operate at 450 feet/ninute and have 508 down loading capacity. o Cascade Village Public Access Plan Page 4 The lower terninal will be located on a pave d plaza adjacent to thi Terrace Wing of the hlestin Hotel. The total area of the plaza is approxinately 10r300 square feet. Access to the lift terninal fron the Westin Ho vill be by stairway and ramp fron the east. The assembly and naze area for the lift will be covered dfiring uinter operations with Itplastic snour rnats. Skier Demand 'Summary The analysis of demand by skiers for the Cascade Village facility has been divided into three 1eve1s: (l) Prinary-Pedestrj-an access (2) Secondary-Private shuttle service and (3) Tertiary-Town of Vail public bus service. Each sou.rce of demand includes an average winter occupancy based upon actual experience according to the type of use and an estinate of "participationil in skiing by the occupants. The participation level is highest for hotel usage (802) and time share residents (7OZ) and lowest for hone occupants (3OZ) and enployees (2oz) A factor has been applied to each level of deurand to adjust for skiers using other base facilities. For Pr j.mary Demand the factor is 152,. for Secondary it is 407, and, for Tertiary it is l5Z. The Tertiary factor is low because it relates largely to employees who typi_cally store their ski equipment near their place of work. The demand analysis predicts an average of nearly l3O0 skiers for all categories per day in L986/1987. The demand increases to 1600 per day in 1987/1988 largely because of the additional guest rooms at the Westin Hotel. Thereafter demand increases at about 5Z per year based upon the continued build out of the Cascade Village pro5Lct. Using standards developed by Vail Associates' a peak day nould increase daily demand by about 252 or a.pproxinately 300 skiers. Public Access -Tt-Tffiojected that approximately 4a7" of the skiers using Cascade Village facilities will access it by foot (902 of the the residents/guests of Cascade Village are within 1OO0 linear feet of the lift and trail terni.nus). To accomodate these users, a fu11y serviced ski and boot storage shop will be constructed within Building trCrt. Skiers will be abLe to store equipment for a few minutea or for the entire season. This facility will enable residents and hotel Suests to avoid long dtstance rralking with ski boots and skis. Ski service nll1 also be provided. Cascade Village Public Access Plan Page 5 The rernaining skier denand will access the lift by sone forn of bu$ either private shuttle, Beaver Creek Transit, or Town of Vail-. To aciomodate these vehicles, a najor expansion of the inrersection of the South Frontage Road and Westhaven Drive will be constructed. Left tur-n lanes, acceleration 1anes, and designated through lanes wiLL be addEd to facilitate the additional traffic. fn addiiion, that portion of Westhaven Drive between the South Frontage Road and the bus sheLter wilL be expanded to 24 foot l-anes with a landscaped median between. Signage and striping will defihe a queing lane and a loading lane for buses and private automobiles. A controlled access (gates) for the Town of Vail bus will eliminate any traffic delays. Public Service In addition to a full service ski storage shop within 50 feet of the lift and 50 feet of the lJestin Ho trail, the necessary facilities for skiers other requirements will be included in Building "C". Conplete restrooms for men and women, ticket windows for lifts and ski school, and locker facilities for Vail Associate enployees will . also be conveniently located. The areas inctuded in these facilities is as f o1l-ows: .Rentals/Lockers ( pubLi-c ) Restrooms - Men Restrooms - Wonen VAI Lockers Office/Ti ckets Lob by 4100 Square Feet 0wnership and Opera Eion The cost of the lift wil-l be funded by the Cascade Village Metropolitan Service District. The District rri1l include Cascade Vi11age, GLen Lyon, Coldstream, and Fa11 Line. Financing will be retired by ad valorum property taxes paid by ounera within the District. In addition, Lhe District niLl fund the inprovenents to the South Frontage Road. The District r.ri11 convey ownership of the lift to Vail Associates in return for its agreenent to operate and maintain the lift and trails. The District will contribute to the expenses of operations and mainteoance until an agreed upon leve1 of skiers are using the lift. Vail Associates nil1 operate the lifts and trails as an integral part of the Vail Mountain facility. All aspects of the facility will be ful1y accessible and available to the general public. l5O0 Square Feet 400 400 . 400 400 I000 t t * Cascade Village Public Access Plan Page 6 Cascade Villaee Parkinc Tirtin-Fqiffidts at cascade Vittage are carefully controlled by'the zoning ordinance. Resi-dential dwellings are required to provide sufficient parking at their respective sites. HoteI and connercial parking requirements (including the meeting facilities or.rned by the Colorado Mountain College) are provided vithin the Cascade ViJ.lage Parking Structure. The expanded structure to be opened in Dectmber, 1985 r'i11 contain 435 automobile spaces, 285 r.'i11 be designated for use by the patrons of the Westin Hotel and 150 spaces will- be available to short tern commercial visitors to Cascade Village. Both components of the structure wiLl have control gates and parking attendants. The Cascade Village lift and trail facilities have been designed to acconodate the demand projected on Exhibit A including an allowance for peak days. Facilites cannot be constructed to provide a najor out of valley base area. ( ( L (TABLE OF CONTENfS PUNPOSE DESCRIPTION OF PROPOSED FACILITIES PROPOSED DISIRICT BOUNDARIES/I.IAPS PROPOSED LAND USE/POPULATTON PROJECTIONS . ASSESSED VALUATION . . FACILITIES TO BE CONSTRUCTED AND,/OR ACQUIRED . . STANDARDS OF CONSTRUCTION/STATEMENT OF CO}IPATIBTL]?Y . ESTIMATED COSTS OF FACILTT]ES CONDITIONS TO ORGANIZATION/TOIJI'I STIPULATIONS OPERATIO}IS AND MAINTENANCE/ESTII,IATED COSTS . FINANCIAL PLAN , CONCLUSI ON Page I 2 2 L 3 4 4 5 6 9 EXHItsIT A - Legal Description EXHrBrf B - t'tap EXHIBIT C - .Description of Facitit.les and Costs EXHIBIT D - List of Interesteo parr,ies EXHfBIf E - Operations and plaintenance Cost Estinlates EXHIBfI F - Cash Flow Forecasts ano Conpt-lation Report EXI{IBII G - Underwricer's LetEer of Intent ( t t. (SERVTCE PLAN FOR TIIE PROPOSEIJ CASCADE VILLAGE I{ETROPOLIl'AN DISTRICT PURPOSE Pursuant to the requirements of the Special Dj.strict Control Act, section 32-l-10L, et. seq., Coiorado Revisect Statutes, Lhis Service PLan conEGEE-o-E a financial analysis ano an engineering plan showing hov/ the proposed facrlities and services of the proposeo District will be provided and financed. The following itelos are includecl in this Service PIan: l. A descript.ion of tne proposed servlcesi 2. A financiai plarr showing how the proposed services are to be financedt 3. A prerininary engineerrng or architecturaL survey ' showing hotr the proposeu servtces are to be provicleo; 4. A map ot' the proposed specrai oistrict bouldaries and an estitnaLe of the populaEiorr and valuatiorr tor assessment . of tlte proposed speclat d j.str ict;r \5. A general oescripu:-on ot the ractl].ties to be constructed anc tire stanctaf ds of such constfucLlon, tncluding a Statement of how the facr.l,jty and service stanoards ot Lhe.proposed special. distict are compatrDle witfr racilrty an(j servrce stalloards of any county wrtnin wiiich ail or any portion of the propo!,ed spectal ciisrr ict is to bc locaE.ed, and ot municipalities ano speciai oistrrccs whj.ch a!e interesLec parties pursuant to seccion 32-1-204(I), Colorado Revlsed Statutes t 6. A general description of tire estimared cost of acquiring Iand, engi.neering services, legal servlces,administratj.ve services, initial proposed indei)tedness ancj est j-mated proposeci maximuni interest rates ano clrscounts, and oaner malor expen$es related to tne orEanlzation arrtj initral operatiolr of the district; 7. A descriptiori ot any arrangement or proposect agreeloent with any politrcal suodrvision for the perfo!nance o!any services beLkreen the proposed specr_a1 urstr ict ancl sucfr other poliEical subdivision and, rt the forrn contracL to be used is availatrLe, iL sttall be attached to this Service p]an. I ( DESCRIPTION OF PROPOSED SI'RVICES The District intends to proviue for the acquisiEioD, constructi.on, conpleeionr installacion and/or operaelon and naintenance of street irnprovemenLs, botir onsite or otfsite, whi.ch nay include curbs, gutters, cuLverts, and other drainage facilities, sidewalks, bridges, overpasses, intercnanges, median isLands, parKj.ng fac:. 1-ities, paving, lighLrng, gradingp Ianoscaping, irrigation, and other street inprovements,together wlth all necessary, incrdentaL, and appurtenant facilities, Lano ano easements, ano ai1 necessary extensrons of and improvements to sard faciliLies wighj.n anc,i wiEhout the bounoaries of the Distriet. The Drscrict also intends to provj"oe for the acquisition, construction, completion, installation and,/or operation and rnarntenance of a systeril to transport the pun-iic by bus, rail, or any other rneans of conveyance, or conbination thereof, or pursuant to contract, including sri lrtts, buses,park and ride facilities, together with al.t necessary,incj.oental anct appurtenant f acil j.ties, i"and and easements, ancl alL necessary extensions of and lmprovenents to saio facii.ities "or systents witnin arrd witnout tile boundaries or tl'le Dlstrict, 'i'he District also intends to provt de f or trre acquisiLion. constructio!), conpletion, instaLlat.iorr ancrr/or operation and rnaintenance or a local sanitatroll systen to include storln, flood and surface drainage works and fac]-lrEies,including detenti.onlretention ponos ano associateo irrigatiorr facilities to control surface cirainage, rerilova-! of debr:.s, and aL-L necessary, incidentat, ano appurtenant facj. Iities, laDd and easemellts, together w].tr: exterrsiorrs ot and rrnprovelnencs to sairl systen within arrci witholrt tne bourr<iaries of tile ,Dtscrrct. PROPOSED _DI STITI CT BOUi.iDAR] ES,/ I,IAP The area to be served by the proposed LlistrrcE rs Iocated in the Towrr of VarI geieraLly south o! Interstdte 70,west. of Lions.ireao, in an area generally known as Cascacle Village. A tegar description of the proposed D:"sr!rct is attached hereto as Exhibit A. A map of the bounciaries of Ene proposecj Distri-ct j-.s a!tacheo as Exnir].t b. lne totaL area to be i.nciucied in the proposecJ Districr is approxrfirately 87 acres. At present, property withj.ll the DisEricE is zorled ro allow for of f ice, hotel an<l retail uses as weLl- as single arrcl nulti-family units. The property is currentl.y deveioped tor such uses, and aoditiorrai developnent along tirese same l-ines is ( t -2- ( a anticipated. l'he property is not presencly served with ttre faciliUies and/or services prop<.rs.ed to be provr.ded by the I)istrictr Dor does the Town or any other speci.ai district have any pfans Eo provide such service within a reasonabLe tirne and on a comparable Lrasis. Current peak daytime population in wlnter is escimated at 672 persons, allowing for 3.2 persons per residential urrit, J.7 persons per hotel unit anci l person for every 250 square feet of retail/office,/restaurant. space. Given anticrpated future developrnent, this coul-d increase to an est.inated Ir725 persons. In order to assure continued and adequate nanagenent of resort traflic in tire area, organizeo provision of facilitj-es and services proposed to be provtded by the District will be necessary. ASSESSED VALUATTON The assessed valuaEion of the property to be included within the proposeo District as ot January .1 r f985 rs approximately $5r1.95r000. ?ile proJecteci assesseo valuation of the property to be j.ncLuded within t.he proposed Disrrict, oaseo upon the Land use expectations heretofore noLed, is inclucieo in the frnancial section of tbis Service PLan. FACILIl'IES TO BE COI'ISTRUCTED AI,]D/OR ACQUIRED The District proposes to provide and/or acqurre .those facilities generaJ.ly descrioeci on pages 2 and : herein. A general descripLion, prelininary engineering survey and sa$ple cross section, as appropriate, ot ttre facilicies to rre constructe<r and/or acguired are shovrn on Exhibit C. STANDARDS OF CONSTRUCTION S1.A,i'E I'IEN:.. OI- COI'IPATI tsILITY A1l, street facilit.ies to be dedicatecr to ttre Town Qf Vail w:"11 be consEructeci in accorclance witir the starrciaros anc:specifications of the Town of Var1. AI1 ocher sucn tacilrties will be constructeci in accordance wrth engineering atrrt des:.gn requrrements appropriate for the surrourrcring terrairr, which shal.I not be rncompaiibLe wirn stancraros ot Town r.rf Vai1, Ehe Colorado Departnent of Highways, or otiler ]ocai pubi].c entitres All street-rel-ated storm sewers arrcj relateo drainage facilities wrlI be constructed 1n accordance wruh the stanciards and specif icaLions the CoLorac.lo Departmerrt of Hignways, Town oi Vai-L anq other local- lurisdlctiorrs, as appropriace, The transportation facilitres shall be desrglted arrd consLructed i.n accordance with all applrcabJe natiorra.L, state and locaL standards, and in accorclance wrth generaj.ly-accepted industry standards. ( t -3- ( o The sanitaLion faciLities, includrng flood ano surface drainage, will be designed maintai.ned in accordance with the stanciards Department of Healtn, Town of VaiI alrd other state or federaf ru-Les and regulations. -'rt specirically stornr, , consCrucE.ed and ot Ehe coLoracicr appll-caple local, ( Based on an analysis of jurisdictions which are interested parties in the Service plan proceedings accord!ng to the Colorado statutes, t.ne propo$ed District's Engineers have deterrnined Chat the standards by which the facilities are to be constructed are compatible hrith the facilities of such oener lurisdictions, a List of whr.ch i.s attacheo as Exnibit D. ESTIMATED COSTS OF FACTLIT]ES The estinated costs of the facilities to be constructed,instaLled and,/or acguired by the proposect DisErict are set forth in Exhi.bit C attacheci hereto. Exhioj.t C includes a nap,a display of typical- cross sectiotls, and a table of esEinatecr costs for each type of service or facility to be provide<i by the District. The phasrng of these improvemettts vril-I be consr.stent vrittr the usaqe requirernents of resort traffic originacrng frorn existing and proposeci devel-oprnenE. COI{DITTO}IS TO ORGAIII ZAT.ICN 1'OI,'II STI PULA?I OIiS The arganization of the proposed District is conditionecl uPon the forrowrng stipurations regarding it.s actlvitres, wnicn scipulations are to be conrained in the Resolutlon of the Tovrn approving the Drstrict, and in the Order and Decree ol the-Dj.strict Court creaErng t.he Dj.strrct: 1. That alI inprovenenL plaris ot the Drstrrct sr.rail be sublect co the review or anci approval by tne Tohrn oI VaII. 2. That the District shal-[ obrain aI1 rrecessary permi.Ls and pay all prescri.bed rees associatecl viith any and air r.nprovements to be made. 3. That aJ.1 inprovernents consLructeo by Erte District sira1l be ciesigned, constructed, and warranteo in accordance with the standards anci specifications of tne ?owrr ot Vai.1. 4. That the District shalr noL assufile any operatrons and,/or nalntenance activrties witn respect to tne inprovements autirorizeo by tne petition without tne prior approval of the Tovrn of Val.L. In this regarci, the Dlstrict shaLl be authorized to enter into an Agreement with VarL -4- (Associates, Inc., by which vair Associates, lnc. wouLcr operate and naintain trle chairl-ift to be conscrucLed by ttre ijrstricL. 5. That tlie Town of VaiL, or other public or guasi"-pubLic entity so author izecl , shall be tfre so .te provider(s) of nunicipal services to the subJect property, with the exception of ine i.mprovernenrs auulrorizeci to p-e piovioeo oy the District, incluoing water and sanitary sercer seivice, f ir-e and police protection, street maintenance, zoning an<t cocte enforcernent., and aLr other servrces the Town or other public or guasi-public enti.ty may provicte to the resiclents of the 10wn of Vail. expense or iLs ex ceed wi thout 6. That the Town of VaiI shall not incur any in the forrnation or operation of the proposed District reeirement of capital obLigations 7. That the Distrrct, when organizeo, strall not j.ts ooundaries or have its powers ittereo'tn anl way the prior approval ot the counci.l of the Town ot Vail,, ( 8. That the District snal1 not, withour the prior approval of the Town of VaiJ., seek authorization trclm rts eLectors to incur rndebtedness for arnounrs grearer tnan that necessary to f unci the coscs of the improvenrents as scateo ln the Petrtion, vrhicir alnount shal-1 incluoe comPietiorr,constructron, acgLiis:. El.on, 3.nstatlat:.orr and,/or repiacernejrt. of the proposeci facilitres, plus contingenci-es, inflation, ciesign ano construction engineerr.ng, constructron fila agetnent,organizati,onar costs, ocirer capicalrze.i expenses irrcJ.uorng..accountrngr lega.L ano engineerrng iees, qebt rssuance costs,capitaiizeo incerest, reserve f uncis, and otner inctoe,ntal and reLateo costs. 9 . I'hat tne Drstr icc sna11 oe cjissoiveL! pursuant to the then-appJ.i-cab1e co-Lorado laws upon Erle paymerrt., oiscnarge and satistaction ot arr indebter:rress of the Drstrrct; provrdeci,however' that the Town sha1l have sucu ri-ghcs to rnltlate dissolution of tne Distr rct prior to Enis tirne as may E.nerr De available unoer appJ.icable Coloradc.r Laws. . Sublect to a one-year warranty, tl)e proposed Dr,sLr icL intends to oedicate certai-n facilrtres co the appropriate 3urisdiction for operaEions and nainEenance. Cerrarn facilities rnay be owned, operateo and/or naintalneo by the Distrrct itself or througn i.ndepenclent cont.racLors, pursuanE Eo approvaLs being obtained froin the appropriate 3urisoiction(s).In parti-cular, the District intends to enter intc, an oDeratrncl -5- (Agreement wiLh vail Associates, rnc. by whici) Vaif Assoclates,rnc. woul-d operate and rnainLain the char.rli.ft to be constructed by the proposed District, and wbich provides for an aJ.]ocation of the payment of such costs Dy t.he parties. Estlmated costs for operatron and maintenance functions are shown on Exhrbit E. In additi-on, the proposed District intends to enter into contract with vair ventures, Ltd., a developer wi-thin the District, by which certain operaEions and rniintenance expenses incurred during the initlal years of operations rrould be advanced by vail ventures, Ltd. and reparri subsequently by tbe District. Other aspects of this propoied agreement are discussed in the section entrtl_ed 'ninencfei PLAN". FTNANCIAL PLAN Int r od uction The following is a financial plan snowlng how rhe proposed facilities and,/or services are to be frnanceo,incluCing the estinated costs of acquirrng l-anci, engineerrng services, legal servicesr aqmj_nistrative servrces, inrtial proposeci inciebtedness and esti.nlated proposed naxilnurn irrt.eresr rates and qiscourrts, arrd other major expenses reLated to the organization and inrtial operation of trie Dist.ri.ct. ?Ile f inancial- plan demonst.ratel that, at ttre pro jecteo leve] of development, the proposed Dr-str i.ct wrlt hlve trre f inancia j ability to di-scharge the proposeo lndeDteoness on a reasonabLe bas is . ( Generat .Baseo upon consul-tatiorr wi.tn tne engi.neerttrg, Iegal and financial advi.sors to tnis proposeci Drstri;t, it has been decicieci that the provisron bt iacit:.t.ies by ihu L,."rrrct will P" qtimarily f,inanced by the issuarrce of Genera-r. t.rbiigatron Pgndg. secured by tne unl].mired ao valorem taxing autnority ot the Distrt ct. pursuant' to section 32-i-i1Uf, C.fr..s., such bonds woul0 mature not nore than tl/enty years frorn the date of i.ssuance, wi.th the firsL maturity being not Later than three years f ron the date of tireir issuance. The proposed riraxlnun voted interest. rate i.s estirnateci at rBt ano lne-inaxrnurri ciiscount at 5?. Tne exacE interest rates ano dlscounrs wi.rr. be oetermi.ned at the t.ime the Donds are soLd Dy the Di.strict, and wi. 11 ref Lect narket condrtlons at Che ttrne of sale. T,ne proposed D].stricc rnay also issue revenue boncls, nocesl certificaLes, debentures or other eviciences of inoeDtedness. In addition to GerleraL Oblrgaeio' Bonus, the proposecr District intends to fund certaln operations and narntenance t -6- ( expenses pursuant to an agreement betli een the Districc ano Vai-i \ Ventures, Lto., a cieveloper wrthin ti'r e IJrstrlct, Will.cn vi,oulo be a contractual indebtedness or the District. Under tbrs agreenent,, which would be executeo f c.rLl.owing forr0atron <.lf lire Distrrctr the Drstrict woul,d repay advances nade by Vai.l Ventures, Ltd. for operat.lng and maintenance expenses, througtl inposition of debl service mill levy as set tortu in the Fi.nancial Plarr. I E is proposecj Ehat a total of. $2,00 0, 000 of Genera.l Obligat.ion bonds and contractual rndeDtedness tor various purposes be subnitted to the electors of the proposeo Drscrict for their approval at an election caiLeci for sucn purpose. Tne - anount to be voted exceeds the amount of boncis or contractual indebtedness to be sold or incurred, as shown in the attacheci schedules r to allow for unforeseen contingencies and increases in construction costs due to inflatron. and to cover alf issuance costs, incluoing caprtalized interesE, reserve funds,discounts, legal fees and other incidentaf costs of lssuance, The bonds and,/or contractua.l- indeDteclness wr.L1 contain adequate call provisions to allow for the prior redenption or -' refinancing of bonds sold by the proposed District. The proposeci Dj-siricL wilr have a niil levy assesseci on all t.axable property i.n the District as a primary source ot ( reverlue. Although this miil levy may vary dependlng upon the \ eLected boarci's decision to fund the prolects ccntenrplated in the Service Plan, it i-s estt-nated at a levej ranging froln 26 to 29 niIls, which incluoes alr operatirrg nrlj. ievy as weIl' throughouE tlre bonu repayment per].ou. in aoorErolrr trre Proposect Distri-ct may caprtal:-ze irrEerest to perlnit paynrenL of interesL during tne tirne lapse between development of taxable Properties and the collectiorr of tax lev:-es ti'rere!rorr].Interest incorne throug,h the reinvestnrent of construction f unds, capit.alized interest and annuai tax receipts wlJ,i provlcle adoi.tionaL f unds. These revenue sources shoul-o De suf t:,cient to retire the proposeo i.noeotedness rt groirth occurs !trtnln tne range f orecastecl rn the f inarrcial pl-air; otherwise, increases iu the niLl levy and,/or the i.mposriron ot new aILd/or greatcr rates, to11s, fees and charges nay be necessary. Cost Sumnarl, and Bond Developrnent The fol.lowing schedu.Les reflect tne amount ot oolds to be sold or other contracEual itldeDEedness to oe issueu to finance the cornpletion, construction, acquisitioir anu/or insta.l. l-ation of the proposeo facil,rtres, rnciuarng all costs and expenses relateo t.o trte bono i.ssuarrce. ?fle aiflount of ooncis sold ano contract.ua-I rndebteoness i.ncurre<.r will be baseo upon final engineering estinaEes and,/or actuai construccion contracts. Orgalizational coscs, incLuding J-ega1 rees, ano -1- (capitalized engineering costs, are to be paid froro the proceeos of the frrst bond issue. The FrnanciaL plal assumes an int.erest rate of 108 for the calculations pertarning to tlre prolected bond issues and contractual_ indebtedness. Projections of Assessed Valuation For purposes of developing this Financial plan, it was assumed that living uni,ts and comnercial developrnent wrthin the proposed District would be assesseo at various percentages depending upon the year of construct.ion. It is a_Lso assumed thae Che assessed va.Luation wrll be realized one year afrer construction artd that tax collectiorls wrJ.L be realized two years after initia-t construction. Cash FLow Forecast The cash flow forecast projects two ranges of real_estate activity and j.s baseci upon esti.mates or construct j.on anci proJect neerjs for bond proceeds to frnance the proposed District's inprovements. The casir flow forecast inercates the best estirnate of growth within the proposed District ano allows the Board of Directors a measure of flexrsriity such that the District need rrot r.ncur debt irr excess of what it neeqs to neet a grolring population's oemanos for facilj.ties and servrces. Operattons AnnuaL administ,rative, operational and tnaintenance expelrses are estinlated as snown rn Exrribrt E. The Financi-ar Plan pro3ects Lnat a total mili levy ranging between 26 arrd 29 nilrs for both operations ancl oeot serviie, together wrttr loans by vai-L ventures, Ltd. pursuant. to an agreernent Eo De execuLeo by the District upon formation, woulu be strfficient to neet tnese expenses. rr necessary, however, tne proiiose(l Dr.sLrict.reserves the right. to supplernent ad val0rer[ tax revenue and developer contribuLions with adoltional revenue sources, suctr as ratesr tolJ-s, fees, charges, earneci interest fronr Distrrct investrnents. ( -8- ( I COi.ICLUSION It is submitted tnat this Service Plan for the proposeci Cascade Village Metropolitan District as requireci by Section 32-1-201r -g!jg., C.R.S., estabiishes that.: (a) There is sufficient existing and prolected need for organized service in the area to be servicecl by the proposed Districtt (b) ?he existing service in the area to be served by the proposed District is inadequate for p!esent ano prolected neetis; (c) The proposeci Drstricc is capabLe of provrding economical and suffrcient service to the area witnin rts proposeci boun<iar ies ; (o) The area to oe included 1n the proposeci D].strrct does have, and will have, the financial abiliCy to orscharge the proposeci indeoteclness on a reasonao.Le basrs. ( -9- (EXHIBIT A Legal Description of the proposed Dist.rict ( I ( EX}IIAIT "A" KOELBEL PROPERTY DEVELOPIIEI]T AREA A 12.370 acres of the sw 1,/4 NE l,/4 of Section 12, Range 8l ifest of rhe 5th P.u., desclj.bed as Va i I -Rose A part Tovnship 5 Sou rh, fo ll,ows: ( Beginning at a point on the l,test line of said SW l/4 NE 1/{ frorn which the North one-ouarter corner of said Section bears North 0015' East 2269.48 f6et; thence North Ool5. East,along said West Line, 152.35 feel to a point on the Southeasterly right of way ]ine of U-S. Highway No. 6; thence, along said Southeasterly right of way Line. as folLows: North 52027' East. 102.31 feeti Norrh 49020. Easr, 5L9.57;feet; and North 48013' East, 549.09 feet, more or Less, to a point on the North line of said sw I/a NE 1/4r thence North 88033.East, along the North line of said St{ I/4 NE, 368 feet, more or less. to a point on the cenrerline of core Creek: thence, along the centser.l,ine of core Creek, as f ollows: south 35o49' .tiest, 101.04 feett South 18o21 | ltest, 51.08 feet; South 1024' west, 205.02 feet;Soutb 12o10! Hest, 110.25 feet; and Souttr 28ogl.' I.lest, 24?.35 feer, thence South ?5015'Irlest, 1064.I0. feet to the point of beginning. Rose Parcel 3-190 acres A tract of land siruated in the Swl:NEk of Section 12, TP 5 S., R. 81 w., of the 6th P.H., lying Southerly of that cerlain tract of land described j.n Eook I99, Page I97, Noltherly and l'lesterly of the cente:' line of 6ore Creek, and 1yin9 Northerly and Easterly of those certain tracts described in Book 211 at Page 106, Book 2l! at Page I08 anci Book 211 at Page 365, descrlbed as follows: Begi.nning at a point on the North-south cenrer lrne of said Section I2 r,'hence Lhe north quarter corner of said SecEion L2 bears N. 0Oo1.5' E. 2269-48 feett thence N. ?5015' E. 345.26 feel to the trrre point of beginning, said point bein_q on the South Line of that tract described in Eook I99, Page 19? aad ',rhj.ch bears s. 08026' E- 2205.34 f eet from the North quarter corner of said Section 12; thence N- 75015', E. iI7,84 feet along the Southerly that tract described in Book I99, Page L97 to the center Cree}. t thence s. 28o4t' !1. 130.61 feet along the center line Creek; line of of Gore of said t thence s. 05024'30" E. I04.50 feet along the cente!Iine of said Creek;. thence S. {9029t h'. 95.50 feet along the center line of said Creek; thence s. 22o34 ' !r. 121.{7 feet along the center line of said Creeki thence S. 54000' h'. I19.34 feet along the center line of said Creeki to the Southeast corner of that. certain tract of land described in Book !11, Page 108; thence N, 33"16.30" w. 140.12 feet a1on9 the Easterly line of that tract described in Eook 211 at page 108; thence N. 57042'10' W. I69.88 feet along the NortheasterLy line of that tract described in Book 2lI at page l08t thence N. 85002'30' w. 152.92 feet along the Northerly line of those tracts described in Book 2Il at Page IOB gook 2II at Page 106 to a point; thence N. 32057r30' W. 76.08 feet along the Northeasterly line of that tract described in Book 2I5 at Page 365, to the poinL of baginning. ( lle€de Pa rce I Tota I County of Eagle anC State of Colorado, to rrit:A tract of Land situated in the SViINEL of Sectj.on 12, fownship 5 South' Range Sl l{est of the 6th principal Meridian, described'as follours: -Eeginning at a point on th; Nortlr-South center lrne of said Section 12 whence the North euarter Corner of said Section ].2 bears Nolth OO degs_ I5 nrins. iast 2269.4g feet; thence North 75 999s. 15 mihs. Easr 346.26 feer; thence south 32 degs.57 rni.ns. 30 secs. East 76.08 feer; thence south 11 defs. 0o mins.30 secs. t{est 2?9.99 fe€t to a poiht in the center of core Creek,thence-North 50 degs. 32 nins. iest lI1.3l feet along the center rrne or_ sald creek; thence North 3g degs, 40 nins. West 239.09 feet arong the center line of said creek, thence South ?6 degs.35 mins. West 89.91 feet al,ong the center line of said creek to a Point on the Norrh-South cent6r line of said Section 12; thence North 00.degs. 15 mins. East 13.95 feet alon,o the North_Sourh center line of said Section 12 to the point 6f beginning. 1.260 acrg5 16.820 acles 80.?00 acres GORE CREEX ASSOCIATES PROPERTY DEVXI,OPT,TEIIT AREAS A, C E D ( I.eqal Descripti on Al1 that part of S€ction 12. Township 5 South, Range gI Hest of the 6th p.H., described as folloursr ' AII that part of the NINEL of Section IZ, lying Southerly of the Sout|!erLy !ighr-of-h,ay line of U.S. Highway-llo. S and Noitherly of the SoutherLy line of said N\l,tEti, ai shirwn on the ptat on f ile in the office of the Eagle County Cierk and Recorder ls Document No. 97{89, describeC as fo}lows:'Beginning a! the highway survey monument ac the intersection of th3 Southerly line of said highway-and the Easterly line of said NlllEL, whence the llortheait c6rner of said Seclion 12 bears North 0003| iiest 534 - 785 feet;thence south 73026'30" west rrr.z. r,3 feet along the southerty rlghr 9l ".y l j.ne of said highway;thence South 70034, r.te;t 1i5.10 feet along the Southerly right of Ltay line of sail highway;thence South 59o2S, Wesi I00.00 feet a1on9 the Southerly right of uay line of said highuay;thence SouLh 55050. Hest lO0,O0 feet along the Southerly line of sa !.d h ighvay; thence sou'-h 62015' Hest loo.0o feet along the southerry right of t.ray line of said highway;thence sour,h 58040'-ftesi lOO.00 feet a1on9 the Southerl:, right of uay I ine of sa id highr.-ay ;thence South 55-05r ltest 100.00 feet along the Southerly right of rlay Line of said highway;thence Soutb 5Io32' $est IOO,0O feet along the Southerly right of way line of said highvray;thence South 47o5?. -ttes! 3Z.Se feet along the southerly right of.uay line of sald highway to a point on th; Southerly lii:e oi said NINEt I thence. North 89033. East {9?.6? feet along the southerly line of Eaid N\NEI to the cenrer of the NEt of said section l2;-thence North 88033r f,ast 1179.35 feet along the Southerly line of said N\NEI to the Southcast corner of said-NtNEl ,tfe19e North OoOf, $csr 760.95 feet afont tne Easrerly line of sajd NllJEk to its intersection vrith the soutn6riy line or l,"iJ''- -- highway, the point o! begjnning, COIJT I UUED ( AND I t l.ll that part of the swl.NEt of scctiDn t2, lying southcrty of the center of Gore Creek as sholrn on tn" ptui-on file tn the offrce of the EagIe County Clerk ana necoidei as Document No,92489 | descrrbed as f oIlo,"rs: the_Northeast corner of said SWINE!;88"33' wesr 13I-6? teet to a poiDt'in the ceDter of Beginning at thence South said Creek; thence South thence South thence South thence South thence South thence South creek; thence south creek i thence South creek; thence South creek ; !9:9?: west 94.0{ feet alons the cenrer of 1!:21 ' l,test 54.08 feet alonf the center of Iot4'-West 205.02 feet aloni ehe center of I2*I0' Hest J.10.25 feet. aloig the center of 29oll' Wesr 320. O0 feec;5024'30" East, l?0.00 feet alonq the cenrer said Creek;said Creek; said Creell; said Creek ; of said ( 2?o0O'02" Vfest 85.24 feet along the center of said 54000' west 259.34 feet along the centeE of said 65034' West LO9.62 feet along the center of said thence south 69004' r.test 186-13 feet along the center of said creek;thenc€ South 85025. lJest 68-88 feet along-the center of said cleek;thence North 77o35r itest 26.9G feet alont the cenEer of said creek;thence North 50o32r !,fes t 199.f9 feet aloiq the center of said cleeki thence North 38o4Or West 239.09 feet alona the cente.r of said creek:thence South 76035, wesr 89.9I feet along the center of sald creeki to a point on the Weste!]y line of said 6tqr:NE!i;thence South 0015. West 461.90 feet to the center of sajd Sectj.on 12;thence North 89-02t East 1382_65 feet along the southerly Iine of said SHINEI to the Southeast corner of said SwtNEt;thence North 0006' East 1384.3? feet along rhe Easterly line of said slrtNEl to the Northeast corner of sai.d swtNEl . the poiit of beginning, AND The NwtSE! of Section 12, Townshi.p 5 Sour-h, Range Bt 'west of the 6th P.!1, t AlL that part of the SEtNwt of Secrion 12, Tounship 5 South, Range 8l w€st of the 6th p.M., tyino Southerly of the Sourherly rigfrt 6f wa)' Iine of U.S. Highwayl--o. 6, as show-n on the plat on iile-in ttre office of the EagJ-e County Clerk and Recorder as Docunent No. 974g9,described as foI lows: Beginning at the Southeast. corner of said SELIJT{I;thence South 89002, llest 836.95 feet along the southerlv Iine of said SEtNl,gt to a point on the Soutberly right of way line of said h i ghrray; thence North 5?035' East 1057.07 feet along the Sotrrherly riglrt of way line of said highr,.'ay to a point on the Easterly line 6f sairl SEKNWL; thence South OolS' West 628.2I feet along the Easterly line of said SEtM^tL. to the Southeast colner of said SEtM{k, the point of beg i nn ing; EXCEPT 'HE FOLIOI{ING : that part described in Book 188 at page 545; tt.at part described in Book l9l at page 24).; that p616 described in Book 203 aL page 231; ( COIfI INUED tbat prrt described in Book 203 at page 531; lhat certain island adjacent ro the Iocated in' the tniddle. "f CJi"-cr.ui,to exclude from this transaction, County of Eagle,Staie of Colorado above-desc!ibed property,Hhrch the parties i n te;rd and ALSO THE FOLLOI.III{G PARCEL FORHERLY KI{OI.IN A5 THE "COSGRIFF PARCEL" ( A tracr of land sjrualed jn the SW l/4 NE l/4 of secrion lZ, Townshjp f s"uit.'i";;.-;|i uesr of tbe 6rh Principal r:!riai"", "iyrril"rioiir,,esrerly ll,ili.i"".er tine of Gore-cr!er:"desciib"d r" I:9]::t:g ar.? poiDr uhence the Norrh euarter illllir"i.ii:".;::::"! ri- !s:ti i'' .ii'"iii' u. reer ; rhenc,'r:' i.:i3!;q9tilr,iB.'ri-rll;?0.r,.n.*:. 3:'.t{,.30.' r. iecr.it-i*"i'."-r'pitii'in .n*::l:"t.of saj <i creel.; thence S. 63.3(; i,. tOS.OZ r eer al ong the c"r,t"i t inl-or-""ii ;;."i , thence 5. 69'trt" 'r. 9(,.7t ree_t^-lgli ,r.,.-."riii I ine of sairj. creel:: rhence 1.. 23;iZ;!O;"i:.'ii'ili. r"", ;:,:n;,oi:::.of l.res!nn:ng, clnt"i,.;ii' j]0r,.i",. ALSO D!'SCR] BE' Eeginning aL a point |9hence ihr r,r^,rh ,...,. !,i::i;:.i;i :, #::3:l3i[;i[,i::il;ij;,;,""., :i;iii$: il'i;i:t; i;.i.t;ij ;j::i #lij ::;.",:f^:ii9 creek, thence s. 6solti;it-*.'.r0i.62 feet ;i8ii,:i: ;:'i;:.i;"; 9f saicj creek; tnence s. saro creet;'.;;;;:'*:';:":i?;;.til: !;!:;; l::: i:Lhe poinL of oegrnning. TOGE.JHER I,I I TH an eas(::::: d"q e "s ;" i " s, -ii[g"!^ ";";;" i; ;":: i:r:T;1":; o recor oed in Bc.rok iLr?records. at page g0 of tie rai:e cor.,,;rfy ALsO_rncluding aIl waLer ani, well righrs appurEenan! Co trre ab llil;;;::.':: ;;";i=, ;;il:.iff :'i:ii Fl?fiii.il;.iiil'i"-;:;i"'i3l:;,":9'eeo jn crvrr iccion ro. :li.',::_ ;;';;. ;;" ; ; ;, :: ":::::" :"li, all"^; ],, j ;i,i li!; *"r"r Drvrsron rJo. 5, (cor€ r,o. i-u"ir _ {,.05 ( (\ A parr of the liorcheast Quarter Soulhwesr Quarter of Section 13, Tomship 5 Sourii, Range 81 liesc of rhe 6th Principal }leridiaa, described as follows: Beginning at the cen[er of said Section 12; chence S 0"15 t 00" 'n-, along the east line of said Northeast QuarEer Sourhsesc Quarter, 162 feet to a point on the norrh line of a tract described in Book I89 at Page 59I; thence along said north line S 88"59'31" In' 353.7 feet; thence souihwesterly along a curve Eo the left whose radius is 78.93 feet, and whose chord bears S 52"25' 32" W 94.05 feeE, an arc distance of 100.74 feec; thence !i 10"05'39" E 222.12 feet co a point on the nolth line of said Norcheast Quarter Soufhwest Quarter; thence !i 38'59'31" E along the north line of said Norlheast Quarter Southuest Quarter 390 feet, tDore or less, to a point of beginning, Eagle County, Colorado. Unplacted parcel adcieti to Cascade lletropolitan Dis'-ricl (copied fron LanC Tirle Policy No. 81672770) ( ( ( L I -N- A *oy t*", tui WHITE RIVER NATIONAL FO REST OONO\AN PARK \ b !:i;' CASCADE VILLAGE METROPOLITAN DISTRICT EAGLE vALLEy ENGINEERINo a suRVEyrNG, rNc. rooo sourH rnonrace ioao varL, coloRADo (EXHIBIT C Description of Facil.j.ties and Costs* COST SUI'IMARY The totaL capital facilities costs are sunmarized as folLows and are described in further detail in subseguent pages: Street Systen Transporeat ion Sanitation & Drainaqe TO?AL $ 130, ooo $ 949,6oo $ 100,000** $t, 179 , ooo *These amounts inctude cornpletion, consLruction,acguisition and/or installation of the proposed facj.lrtj.es,pJ.us contingenci.es, inflation, design and construction engineering and other capitalj.zed engj.neering costs. **Specific cost estimates for sanitac,ion and drainage 'facilities are subject to development by the Boaro of Drrectors of the District following completion of feasioitity studies to ( be performed after formation.\ ( STREET SYSTEI'I COSTS Eng ineer ing Planning and Analysis Surveying Hiscellaneous ReLocation const r uction,/S ignage,/Pa inl ing $ 7,500 3,500 2,500 5r500 I10, 000 $Edo-d ( ( dfi E g U I $ E F 3 ( o t-lo -:iT, lr I z o tr ts J bU, FP zlL Ff; ( EgE F--o>(9 t!Ez (/) lrJ uJ 883 Hsg ier u3 0-'r noHS 3NV-'r N0tIw3"'t3330 / NOrJ-VU3'133CV o F.z z o F () hJ (f) J O o- F 3NV''I NUHI Nvlo3hl o3lNtvd 3NV-'t NUnl lJ3''l / 3NV'] NOtJ.vU3''l3CJV 3NV'I NUHI ro i* a{(\| g) r- rn (J =a3 T' G o S- o ct)$ +E F L o L $E o ct) $t r fru l:[ b tt fit C)a 6 o z 9 F o z UJ E o C) UJ (ts an trl ul z (,z t! tl I I F< 9A XuJ lrj a J a E lrJ o- a =o o E (TRANSPOR?ATION COSTS Property Acquisition and Utility Relocation S urveying Engineer i.ng Planning Equ ipment Ins talIat ion Lift Line Clearing PJ.atforn Grading Telephone Drops Haze E Ramps Power Supply l'liscellaneous $ 26,000 5r 000 25 r 000 10,000 545,280 219 r 0?0 10,000 20,000 5, 000 .10,000 10,000 64,25O Fe-AStjmd ( l-[:i:l-iiil I C{'tl- Dill- ir ]'YF,E CF L1F1': DRIVT LBCATlON: TENIS I ON If..lG LOCAT I Ofrl: DOhJNHILL OFERATlON: {:AFACTTY OF STI\I'.JDFY DRIVE: f10RI ZBI'ITAL LEl.JGl Hr VERTlCAL RI$E; $LO[..E LENGTH: I Nf,L I II,IAI- I ON : GHADE: ROFE DlAI,IETHR; FtOflE LEl.JGl f1! SF'L InE LEr"ltj-t'l-j : L]Fi:DER LEt]$ll-t: BULI-IJI-IEEL D I r'-lFlHT HF{ : L INE !.}FEED: TRIF'TII.IE; CARR l EFig: tAFlFi I HF gFd+il i li.itj : IARR IEF: 1I..!.I.IF{VALI CA[]AI] I TY: C I RCUFiS'l-Attf-:F t- L'rRi:E-COfrlT: u I rlcuf"i:;TiihtuE FnFicE-5't-AFiT ; LOHf.lAr'Jl'.1 GEARFDX: TOROUE =f'IAIN DRIVE: l-lF= "-i4.AA SiTA;'.lllBY DH I VE: HF = SJ* . f,4 TEl.tI; I ilt'.I I t,trt [:ut1uE ; T't-llrlE.[:ii:] I SiHk.i\c;i:F I ,,, *,0u, Q ir.r ttli,t;ti,, $Utr]-[i *]: r...rr. T [: - i:illS-l- i f'l l-lUTtnL- i]AE{:AI]t' L.T F: :og,;D L 1-il4-1Y85 a I N ( _T*fal _E_'?---'q TPEFJCEI'',IT) (I,IETERS FEET) (PIETERS FEET} TI',IETER5 FEET) (TiEGREES) (PEF:EENT} tf.1t'4 INCH) II.IETERS f:EET) {I,IETER$ FEET) (I.IETEF:S FEET) (I"IETERS FEET) (PI./5 FF,M} {PtIU+S} (f"IE.-TER$ FEET) (SEf,Crf,.lD5) (FFH) il::F FOUNDS) (I.::E FilUI-JD5) 1.6?+4. r-)5 r t{cFl9EPChf ER i (HORSEF,OI*ER) / trf: tr,1_11 lhlr\e 1 (4r:)u t4tl) 35. 0(l ?B:.54 3BE. ? T 1(]55,71 .? I ri Cl 3?.5A f,E.lo = 1?e]. 41 4.5. 7? 325f,..J€ 4, (io 2. r? 1r-44 tJo { 'Y -t':l o. tjO 1grlu. rJrJ (l t .-r n .-\-l o1_7 t q..l GFW ?f,5 'T r-r rl 100 I 16rJO. {J(l 1 -'a L 4t3 ?5. (-)0 f,??3,54 1375. ?5 J46d.AA .x I q-: r) 1 cir-t &c142.97 i Ef1 rr.-\ 7:i9:.99 1jr. 13 45O. rJO 7 -r !l? 156 4.5. (J(:: 6. ut} IBO*. ${-i 11C)LA AL ?t)44:J,73 6PbJ :f,5 -r r-rfr 10f:) '15579- r:!O 1:J r,t.i:: I E N ( t ( I J- .i. i! iii il| iil o a\a a ll lvt I I I I I !, 'l I I ,.n <l =l rEl rrJI Fl EI h E E o o I ( T-t i- I I I I I I I :l t ! 91 i I I I I t t i I ! I TI a=2Z i:B3 55 aE I FFI kHl 5-J g lr, =o-i F= :-O-o Gr :- llo,=,=ij'4t i li ii;;;:l:l'll ll il ;l :i iii iii iil ,i:l ;:i co @ z.o F l-, trJ a I 3.f1 .O ft ffiil- o ( tl1 -t | )l V I -J v I I il el I zl ( '-l 'l . z.l i YI 'J .4 Irl J ..rA 8H \.Q \.-('rr €.\' te 'i !r ,ir ti: =;2r g;t N-:\ Or'ul t"t\;<l il I |on I 1t I 'l I 1 E /-- I 6 c\ (o \ I R ff or \' '1"/ --!lL/ I tt -:--/ ( SANTTATIoN & DRATNAGE SYSTEM COSTS Cost estinates for sanitation and drainage facilities are subject to developnent by the Board of Directors of the Distrj.ct following conpletion of feasibility studj.es to be.perforned after fornation. { (SANITATION & DRATNAGE FACILITIES MAP FaciLities Maps for sanitation and drainage faciliLies are subject to development by the Board of Directors of che District following conpletion of teasibility studies to be perforrned after formation ( t (SANTTATION & DRATNAGE TYPICAL CROSS SEC?IONS Cross sections for sanitaCion and drainage facilicies - are subject to development by the Board of Directors of the District following conpletion of feasibility studies to be perforned after formation. ( (EXHIBIT D List of fnterested Parties Eagle County Upper Eagle Valley Sanitatj.on District Colorado River Conservancy District vail vlater District Vail Valley Consolidated Water District Eagle County Emergency Hospital Dist.rict RE 50-J School DistricE Town of Vail VaiI Metropolitan Recreation District, Town of Minturn Lionsridge Water District VaiI West Water and Sanitation District Vail Intermountain Vlater District ( EXHIBTT E Operations ano Six year Cost Matntenance Eslimates Expenses* :----._""-i-urectr r ci ty Opera tions Parts Admini.s- lration TOTAL 1986 $ EToo 95,000 5,000 $115,000 L987 $ rfrOo 97 ,226 g, 000 t0, 500 $131,626 I98B $ 1E;E54 I00,322 g, 490 r0, 82s $t:0, ae:_ r 989 $ r7ffis .L10 r I5 4 8r989 rl,165 $rae,.t 7: 1990 E rEl33z IIb,264 g ,529 r L ,520 $rs o, za I 19 91 $ 2E;T73 lI7,5L4 10, i 00 -l.L r 8g2 $rri,szl cer.ain of these expenses wilr be funoed through an agreer.ent ::.:1::l the_proposed Drsrri"r-una Vail Venrures, rnc., a oeveroper of DroDerty wi.thi'trre orstrict. see dlscussl0, 1!.r the secrion entiiteo- "pilralrcrii-plar.r. " ( t (EXHIBIT F Cash Flow Forcasts and Compilation Report ( I {L ( TINIAN\€ AND PRilMINARY FOR OISCUSSION PURPOSES ONLY DATED+E€-94-tS85-_ ( PROPOSED CASCADE VILLAGE I{ETROPOLITAN DISTRICT CASH FLOW FORECASTS FOR THE YEARS ENDING DECEMBER 31, 1986 TITROUGH 2OOO December 12, 1985 t ASCADE VILLAGE METROPOLITAN D CASH FLOW FORECASTS YEARS ENDING DECEI,AER 31. 1986 THROUGH TABLE OT' CONTENTS o ISTRI ACCOUNTANTIS COMPILAT]ON REPORT CASH FLOW FORECASTS FOR THE IEARS ENDING DECE}TBER 31. 1986 THROUGH 2OOO SCHEDI]LE I o EDC PROPOS FOR TtlE CT 2000 ( Page i Conbined Debt Service Fund and Capital Projecrs Fund - Range A Rate of Real Estate Buildouc SCHEDULE rr Operating Funds - Range A Rate of Real Estare Buildour SCHEDULE III Combined Debt Servi.ce Fund and Capiral projects Fund - Range B Rare of Real Esrare Buildout 0perating Funds - Range B Rate of Real Estate Buildout SUI'OIARY OF SIGNIFICANT ASSUTIPTIONS SCHEDULE APPENDIX A - APPENDIX A-1 I !l APPENDIX B APPENDIX B_a APPENDIX B-1 APPENDIX B-2 APPENDIX B-2a APPENDIX APPENDIX t 3 4 5 8 9 10 11 12 13 L4 15 16 IV OF B-3 B-4 Forecastetl Range A Rare of Real Estate Buj.ldout Forecasted Range B Rate of Real Estate Buildout Forecasted Assessed Valuation and Property Tax Revenues - Range A Buildout Forecasted Assessed Valuation and Property Tax Revenues - Range B Buildout Forecasted Assessed Valuatj.on - Glen Lyon Residential Living Units - Ranges A and B Buildout Forecasted Assessed Valuation - Other Residential Living Units - Range A Buildour Forecasted Assessed Valuation - Other Residential Living Unlts - Range B Buildout Forecasted Assessed Valuati-on - Hotel Rooms RangesAandBBuildout Forecasted Assessed Valuation - Retail Souare Feet Range A Buildout Forecasted Assessed Valuati.on - Retail Souare Feet APPENDII B-4a Ranse B Buildout T7 18 19 20 2L 22 ( APPENDIX B-5 APPENDII 8-6 APPENDIX B-7 APPENDIX B-8 APPENDIX C APPENDIX D APPENDIX E ^-!, la Forecasted Assessed Valuation - parkine Structure RangesAand BBuildout . . . : Forecasted Assessed Valuation - Conference Cenuer RangesAandBBuildout Forecasted Assessed Valuation - Tennis Courts RangesAandBBuildout Forecasted Assessed Valuacion - Athletic Club RangesAandBBuildouc Forecasted Capital Inprovenent Costs and Requirements - Ranges A and B Buildout Forecasted Debt Service Requirernents -RangesAandBBuildour ...23 Forecasted Operating Expenditures - Ranges A and B Bui.ldout Financing 24 ( t o St ( onley F Bernstein, Inc. Certified Public Accountont 1660 Lincoln Street, Suite 1420 Denver.CO 80264 (303) 832-9423 PO Box 793 Voil. Colorodo 81658 Member: Americon Institute of CPAS Colorodo Society of CPAs ( Mr. Andrew Norris Va1l Ventures, Ltd. 1000 Sourh Frontage Road West, #200 Vail, Colorado 81657 Dear I'tr . Norris: We have conpiled Ehe acconpanying Cash Flow Forecasts (the ttForecaststt) for the proposed cascacle v:.:-t"g. Metropoli-tan District (the "Districf,") for the years ending December 31, 19g6 through 2000 in accordance with standards established by the Aurerican Iisticure of Certified Public Accounlants. The Forecasts are intended to be used by VaiL Ventures, Ltd., to demonstrate to municipal bond undenrriters, governing bodiesr' and oihers that the proposed District could have the financial caoabilitv to function as an independent enEity on a reasonable basis. As described in the sunrmary of significant. Assumptions, vail ventures,Ltd., has elected to porlray the aciornpanying Forecasts based upon'" its expectations of a range of real estate 6u:_1dout rather than as a single rate of real estate buildout wi.thin t.he boundaries of the Distrilt.Accordingly, the accompanying Forecasts present the District's forecasted cash flow based upon two ranges (Range i and Range B) of real esEate buildout within rhe Disrrictts-boundaries. To the best of vai-r venrures,Ltd., knowledge and belief, the actual rate of real estate buildout within Ehe boundaries of the District is expected to be within the ranges shownl however, there can be no assurance th;t it w111 . . The -accompanying Forecasts are limi_ted to presenting the Districtrs rorecasted cash flows based upon inforrnatj-on that is the representation of vail- ventures, Ltd., and did not include evaluation of the support for the k"y assumptlons (i.e., the rate of real estate buililout r.rithin the Dis-lrict's boundaries) underlying the Forecasts. }Je have not examined the .rorecasts and, accordingly, do nof express an opinion or any other form of assurance on them or on Ehe key assumptions underlying the Forecasts.Furthernore' t.here vrj.1l usuallv be differences betweei. forecasted and actual resulls because evenLs and circumstances frequencly do noE occur as expect.ed, and those differences mav be material . t ( Vail Vencures, Ltd., has elected to not presenE forecast.ed Balance sheets, and statements of Revenue, Expenciituies, and changes in Fund Balances for the District; consequenEly the Forecasts are not presented in conforralty with Generally Accepted Accounting pri-nciples for Governmentar Entities, as promulgated by the Amerj.can rnstiture of certi-fied public Accountants. l'le have no responsi.bility to update this report for events and circun-stances occurring after the date of this reDort. 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L*p"-iations of the Districrrs forecasted cash flow_ -during lle.forgcast . period predicated on two ranges of real estate buildout as set forth 1n Appendices A and A-1 to the Foiecasts. Accordingly, the Forecasts reflect Vail Ventures, Ltd., judgernent, l?""1.:"^l:esent,circurnstances, of expected conditions and j-ts expectations or Ene l,lstrict's course of action at. both ranges of real estate buildout.Tttq assumptions disclosed herein are those ihat Vail Ventures, Ltd.,believes are signifi-cant to the Forecast. - vair ventures, LEd., reasonably expects' to the best of its knor+ledge and belief, tnat-itre actual rate of rear estate buildout wilr be within iho"u ,ung"s set forth in Appendices A and A-1 to the Forecasts; hovrever, there can be no assurance that it wirr.lne lorecasts are sensitive to the rate of real estate buildout. The Distri-ctts forecasted rni11 levy could be required to be lncreased above zg mi1ls in the evenE rhat real Lstate buildout within the DlstricE. does not occur at Range B rate of real estate buildout. we are not experts in evaluating the demand for real estate and consequently do noE vouch for the achieveability of the esEi.mated ranges of real estate - buil dout . o DISTRICT THROUGH 2OOO construction and completion of resi-feet of non-residential space will forth in Appendices A and A-1 to Ehe good judgement in A through E to the Forecasts computerized data processing and rows may not balance as a Tax Revenue --=- ----=-i-I orecasts ) For eca st s ( Gene ra 1lv a. Real estate development and the dential living uni-ts and square occur at a raEe within those se!Forecasts. b. The Districtrs Board of Directors wiII exercise managing the affairs of rhe District. c. Schedules I through IV and Appendices were compiled with the assisiance of equipment; consequently, certain columns result of computer ttroundingtt errors. d. The DistricE will be legally formed by May 1, 19g6. e. The District will noE issue addltionar bonds after the 1986 Bond Issue. NOTE 1: 49sessed Vqluation and proper-"v (Dee Appendices B and B_a to the a' Assessed valuation for land, inprovements, and personal properry \"iithin the boundaries of the proposed District was confirmed with the Eagle county Assessor's 0ffiie i.o te approximat.ly $5,195,000 as of January 1, 1985. L ( b. Future real estate development projects (as set forth in Appendices A and A-1 to Ehe Forecasts) will be assessed at the following average estimated rates; such rates were based upon (i) discussi-ons vrith the Eagle County Assessor t s Office, and (ii) f977 cost manuals that are currently being used by the Eagle County Assessor t s Of f j_ce for the purpose of assessing properties vithin Eagle County. Type of Development Glen Lyon Subdivision 0ther Residential Livlng Units Ilotel Rooms Retail Space Parking Structure Conference Center Tennis Courts (lndoor) Athletic Club FalI Line Building Improvernents (1986) Sale of Westin llotel Guest Rooms as Condomini-ums ( 1986)* Average Estimated Assessed Valuation $19,00O/Living UniE $19,2O0/Livi-ng Unit $9,000/Room (including personal pxoperty) $15.00/Sq.Ft. (including personal property) $5.50/Sq.Ft. (including personal property) $12.00iSq.Ft. (includi-ng personal property) $5.50/Sq.Fr. (including personal property) $12.00/Sq.Ft. (including personal property) $1,000 per Living Unit (incremental increase above current valuation) $7,500 per room* (incremental increase above current valuation) ( *Thls has been assumed for only Range A rate of reatr estate buildout. c. Specific Ownership Taxes have been forecdsted to be approximarely 47"of property tax revenues. N0TE 2: Interesr Earning s a. t'Other" interest earnings beginning in 1988 have been forecasted.at 8z of the Unrestricted Funds Available at the beginnlng of each year.' b. rnEerest earnings expected to be earned from investing the Series 1986 Bond Issue construcEj-on proceeds and from invescing the Series 1986 Bond, Issue capitalized interest escro$r, have been projected assuming an 8% interest rate. NoTE 3: *{+f$qEg.]lg Issue, Construction Costs, Costs of Issuance, and ueDE bervice Heq uiremen! s - a. ft has been assumed that the District vill issue munlcipal General 0bligation Bonds on approximately July 1, 1986 in the arorrnt of appro-xifirately $1'400,000 for the purpose of constructing various improve- rnents within the DistricE's boundaries as set forth in Appendix C to the Forecasts. Such financing will include approximately 2 years capitalized interest. The annual debt servi.ce requirements associated ttith such financi-ng will be structured similar to that set forth i.n Appendix D to the Forecasts; such annual debt service requirements were based upon 102 average annual interesE rares. L ( b. Y:11 Ventures, Yd.-, is cornmirred f,o toan the o*rr.a approximately $120,000 in 1986 and approximarely $100,000 annually frorn l9g7 through 1990 to assist the District with funding the operaiing costs for the ski lift to be located wirhin rhe Sisrrici's boindaries. vail Ventures, Ltd., .wi1l receive repaynenE. of its loans (including interest at a ro7 rate) from District revenues as set forth i;Appendix D to the Forecasts. NOTE 4: Operating Expenses a. The District expects to incur (i) adroinistrative expenditures inclu-. ding 1egal , audit, accounting, and other related overhead, and (ii) operating and maintenance expenditures associated with the ski lift as set forth in Appendix E to the Forecasts. b. Operation and Maintenance Costs Associated With Ski Lift o Vail Associates, Inc., vi11 agree to operate the lift so long as at least 1,000 skiers per operating day ride the lift by tire-year +99f. Liqzl nCZ bLi €-eo,a-a.t After the initial five years of operation, Vail Associates, Inc.,agrees to fund operating and maintenance expenses in accordance with the following formula: ( If the average skiers per day equals or exceeds l,BO0, the Dis-trict is relieved from the operating and maintenance expenses.Vail Ventures, Ltd., expects that rnore than an average of '1 ,800 skiers per day r*i1l use the ski lift prior ro the 1990-1991 ski season; consequently, beginning in 1991 , J_t is expected that the District vill not incur any expenses relating to the operations and naintenance of the ski lift. NOTE 5: Ending Funds Available a. The Forecasted Ending Unrestricted Funds Available at the end of any year will be available to fund additional operating or capital inprovemenl requirements for the District; howevei, to the extent that such- ending unrestricted funds available are used for such purposes, Ene lorecasted interesE earnings will be negatively impacted (see Note 2) as vill the forecasred Be!,inning Unresiricted-Funds Available to the DistricE. L Average Skiers Per Operating Day For Highest Two of Prior Three Years 1 ,800 NOTE 6: Summary of SiBnificant Accounting Policies a ( a. The Forecasts have not been presented in accordance with Generally , Accepted Accounting Principl"s fot Governmental Entities as promul-gated by the Anerican Institute of Certified Public Accountants, and may not be compared to, the future Financial- Statemengs of the proposeil District. . 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Frontage Road Vai1, Colorado 91657 RE: conditions of finar approvar for the cascad.e ski Lift and Transit Mal1, Design Review Board meeting June e, L9g7 Dear Andy I 9l JlT"-3, 1987, Tlg Design Review Board gave final approval to the ticket booth, lift stiucture, generar randscape pIan. and general transit mall design. Further informati"rr'i=^ nee&ed on the. water/landscape featuie located in the tri"rit mal1 as well ": !hg. stairway leading d.own from Westhaven Drive t.o the cnar-rrr-ft. An 8 foot chain link ternporary fence with a screen was approved for the area around the-chai.ilift as indicated on the.landscape plan. The temporary wood fence on the south end of the transit malr was appr^oved Lo be painted orr-rrnite wittr the faciae and columns paintea Westin gi".".--- --- The.final approval 11: .:ltingent.upon the subnittat of a survey indicating the r.oo.year fJ-ood'prain'so irr"t-tn"-Ji"rt could.check that the chairlift cor-urnir is not located in this area.The- Planning comnission approval also reguireJ tiiat tn"following conditions re met as part of ttie """aiii""ar use approval for the chairlift: L. The state Highway Department must approve the revised access plan off of the South nrontall Road. 2. The transit rnall is constructed in conjunction with the chairlift. (please see attacnea piC memo.) I would like to know when you Board approval on the tran-sit nall project. I arn trying to chairlift is ready how-evei the The tirning.of the two projects is not a violation of tne- prc soon as possible your plan of chairlift and transit ma1I. Sincerely, {nth"?ni plan to get final Design Review nal-l and construct the transit avoid a problem where the transit rnall is not finished.is very important so that there approval . P1ease let me know as action for the rrmiraclert Kristan Pritz Town Planner t- LIST OF MATERIALS NAME OF PROJECT: LEGAL DESCRIPTION: STREET ADDRESS: DESCRIPTION OF P The following information is required for submittal by the applicant to Board before a final approval can be fiven: A. BUILDING MATERIALS: TYPE OF MATERIAL Roof Si di ng 0ther t,lall Materials the Design Review COLOR Fasci a Soffi ts l,li ndows l'Jindow Trim Doors Door Trim Hand or Deck Rails Fl ues FlashingS. Chi mneys Trash Enclosures Greenhouses 0ther B. LANDSCAPING:Name of Designer:- phone: Botanical Name PLANT MATERIALS: PROPOSED TREES *Indicate caliper for deciducious trees. Common Name Quani ty Si ze* Indi cate hej ght for coni fers . (over) EXISTING TREES TO Uope BE REMOVED 2Y6 ceOaa DK.r3PovzaL \}/od.n. eRFEtv Lttr t-tNt PLANT I'IATERIALS: (con't) .S'I+RUBT EXISTING SHRUBS TO BE REMOVED GROUND COVERS o Botanical Name Common Name Quani ty Square Footage Az_e.&a- SOD SEED TYPE OF IRRIGATION TYPE OR METHOD OF EROSION CONTROL F c.walls, fences, swjmning pools, etc.) P'lease specify' 0THERT LANDSCAPE FEATURES (retaining II|UYIL Ul TKUUELl: eas1.-ade Vi I I acre - Chair Lift Area LEGAL DESCRIPTION: STREET ADDRESS: LIST OF MTERIALS 'NAME OF PROJECT: DESCRIPTION OF Roof Si di n9 0ther tla'l l Ma te ri a l s The following information is-required for submittal by the applicant to Board before a final approval can be fiven: A. BUILDING MTERIALS: TYPE OF I,{ATERIAL the Design Review COLOR Fasci a Soffi ts !Ji ndows blindow Trim Doors Door Trim Hand or Deck Rails Fl ues Fl ashi ngs Chimneys Trash Enclosures Greenhouses 0ther B. LANDSCAPING: Name PLANT MTERIALS: PROPOSED TREES EXISTING TREES BE REMOVED Botanical Name Common Name Quanity Size* .t o"';flffi:; ? Picea enqelmannii TO Engelmann Spruce *Indicate caliper for deciducious trees.Indicate height for conifers. (over ) 45'. PLANT MTERIALS: (con't) SHRUBS o Botanical Name Chrysothamnus nauseosi-s Rosa woodsii Ri-bes Comnon Name Rabbit Brush woods Rose +fpi.t" tut".t Sage Brush Wilton Carpet Si ze 5 Ga1. L2 L4 5 Gal. 5 Ga1.Al-pinum __-Artemisia tridentata Juniperus Sp. 5 Gal. t rr- ! f xIsD{flfi)stts88s xE)oo(R8m{rE8x GROUND COVERS Prince of Ialr 'l a c. Buffalo Tvpe Cerastium tomentosim nas. Snow in Summer 5 Ga1. 5 Ga1. Square Footaoe L20 s0D Lawn 1800 SEEN TYPE OF IRRIGATION TYPT OR METHOD OF EROSION CONTROL OTHER LANDSCAPE FEATURES (retaining walls, Uni-Stone Interfocking Pavers (9500 fences, swimning S.F. ) ,Boulder poo]s , etc. ) Retaining Please specify. Wal1s, Vertical 6,'x6'r tlmber Retaininq Walls t Project Application proiecrName: /ilr<r*lrrsd-l?lArJs/T 44ALL aL.i CflAr€.t)rr BA99 f,;c(4,t/uS Pg At.,; prANr s"rAr/a Fl4 Project Description:(na Contact Person and Phone Owner, Address and Phone:l/ar c lt,srt rrzt-7, L-TD Y.7L -bao> Architect. Address and Phone: Legal Description: Lot t{lc -GB4o Block Filing . zon"5.DD {- Comments: Design Review Board Motion by: Seconded by: DISAPPROVAL Summary: E statt Approval 75 south tronlage road vail, colorado 81657 (303) 476-70fl)ottlce ol commurdf development May 21", L987 Mr. Andy Norris Vail Ventures, Ltd. 1OOO South Frontage Road Vail , Colorado 81652 Re: Preliminary approval of the cascade ski Lift and rransit Mall, Design Review Board Meeting, l,Iay 20, Lggz Dear Andy: On May 20. L98'7, the Design Review Board gave preJ_irninary approval to the westhaven transit rnal1 and chairlift base facilities. The only major design concern that the board had with the project was the design or trre ticket building. rt was suqgested that the facade have rnore relief and detail . r would l-ike the following information to be submitted before the final Design Review Board meeting: 1. A site plan showing correct building tocations, the lift.location of the maze, retaining valls, and fences. 2. A landscape plan that shows the location for pavers,plantings, planters, J.ighting and any other i-ntormation related to the landscaping of the project. 3. D-esign information on the types of J_ighting used.throughout the project should be subrnittea. 4- Design details on the water feature should be subnitted.. 5. Further inforrnation on the stair connecti.on detail between the transit mall and the ticket area should. be provided. 6. Design Review Board reguested infornration on the appearance of the fencing around the lift area and below the transit rnall. 7. A survey should be subrnitted for the area. The l_OO year flood plain should be indicated on the survey along iittr the location of the chair lift column to ensure that the column is not located in this area. 8. f would also }ike some information on what the rsnownatrl material looks 1ike. 9. The design for the bus shelter shourd be included. with the subnittal . It is ny understanding that the bus shelter wiLl be built when the transit rnall is constructed. When the Planning Commission reviewed the conditional use pennit reguest for the lift, several conditions rrere attached to the approval . These conditions incLuded: l-. The State Highway Department must approve the revised access pJ-an off of the South Frontage Road. 2. The applicant urust obtain a chairlift easement from the Town where the chairlift passes over Town of VaiI right-of-ways and stream tracts. 3. The applicant must demonstrate to the Town that easernents have been obtained from private property owners affected by the lift alignment. 4. The Forest Service must grant approvaL of this 1ift through their revj"ew of the Vail Mountain Expansion pLan. 5. rt is understood that the applicant wirl construct the bus shelters needed to service the transit facility and that the Town of Vait will maintain the Town of Vail bus shelter area. It is my understanding that you are in the process of working with the state Highway Department on the acless plan off of ihe Frontage Road. In respect to No. 2, f will ask tom Braun what work we have completed on the easement from the Town of vair for the Lift. As far as r know, the staff has not received any information indicating that the property owners have approved easements for the lift as reguired through No. 3. ff you have subrnitted this information, please let rne know. No. 4 has already been taken care of. In respect to No. 5, I bel_ieve that you are already working with SLan to decide on what type of bus sheLter is appropriate for the transit facitity. ff_ ygg, have any guestions about this never ending list of submittal inforrnation, please feel free to cal1 ie. Sincerel;,, \) | l)l J( -'-l I l'}6 l)TlffiY1-l'{l l-f Kristan Pritz Town Planner a \AITVrxruRES,,, August 12, 1987 Kristin Pritz Tolrn of Vail 75 S. Frontage Rd.Vail, CO 81657 Re: Cascade Village Chair Lift Dear l(ristsin: Per your request, attached is the required survey which indicates that the first tower (Tower tl?J of the chalr lift ie outside Ehe 100 year flood plain. Also enclosed is a plan of the transit mall , stair and lower Eerrace aieas which incl-udes the requesEed srair detail . Please let me know lf you need additional lnformation on either of these subjects. Sinceg,ra\r, *.2 lLcar*r'tt-- Frank B. Freyer III FBF/rlm Enclosures: 1000 South Frontage Road West, Vail, Colorado 8'l657 . 303/476-6602 ,L'5\ t{m\ 75 ioulh fronlaga road uail, colorado 81652 (303) 476-7000 ottlco ot communltt devdopmcnt August 2Or L987 Mr. Frank Freyer Vail Ventures, Ltd. LOOo South Frontage Road Vail, Colorado 8l-657 Re: Temporary Certificate of Occupancy for ttre Westin I{o lift ticket building Dear Frank,s I am writing this letter to confirrn the staff's position on when.our department would be able to issue a temporary certificate of occupancy for the westin Ho tickel Uuilding. As I explained over tlre phone, the staff is willing to issue the building perrrit for the ticket building with the understanding that a temporary certificate of occupancy will not be issued for the structure until the transit nall and Frontage Road irnprovements are completed. The Planning Cornroission approval for the lift reguired that the transit mall and Frontage Road. improvements be completed so that the project would be able to trandle the additional traffic generated by the new ski lift. If it becomes apparent that it will be very difficult to complete these irnprovernents by the time that the lift will be ready for operation, it will-be necessary for you to return to the planning Commission with a reguest to arnend your original approval to allow the operation of the lift before the transit mall and Frontage Road improvements are actually completed. If an amendrnent is necessary to the approval , staff would suggest that you provide the Planning Cornrnission with a tirne table of vhen you plan to have the road inprovernents completed. o I5 V9" have any further questions about the staff position on the tenporary certificate of occupancy, please feel free to call me. Sincerely, \J t r\l d;l-..^ l/.5 t\luw\ Tn rr-.Kristan Pritz Town Planner cc: Peter Patten Stan Berrfrman Ron ehillips 2.uest for a con i ti onal se permi t in order to constru t a ski lift at Cascade st aven ur ant: Va Ventures , Montane Corpora Tom Braun stated that the specific request was for a ski lift at cascade Vill.age. He pointed out that the request was to be reviewed against conditjonal use criteria. Braun said that the joint review process through the Forest Service would address wildlife concerns and other state agency concerns. Any approval was contingent upon Forest Service approval. Braun said that if the request was approved and the lift constructed this summer,temporary modular accessory service structures would be necessary until conplete accessory services--tickets, etc.--could be built northlast of the 1ift, southeast of the transit plaza. The staff recommended approval with conditions per the memo. Andy Norris of vail ventures said the timing of the project was important. The excavation for the Terrace was complete and the foundatjon would be in by the end of June. The Plaza foundation would be completed in the falI, steel'and building in by the spring of 1987. He stated that the financing for the Plaza was tied to the lift. He stated that if the permit for the lifl is issued soon, the transit ma11, road improvements and delivery of the lift wou] d be completed as soon as possib'le, but the full lift may not be available until next year. Larry warren of the Forest Service identified two issues: l) Adequacy of day skier parking. He said that the town staff had determined this was not a - problem, that parking needs wene being met. z) htildlife- Elk and deer use this area. The Division of tdildlife had.concerns about the disp'l acement of the elk. VA, Division of l,lildlife and the Forest Service were trying to detennine ways to mit'i gate the wildlife impacts. At this time the Forest Service has not issued a decision on the Mountain expansion plan. warren stated that two conditions must apply to any approval: 'l ) no ski-down trails except the westjn Ho trail and z) only winter use of the lift. piper asked about the impact area for w'i ldlife and was told the area extended 250 meters from the cascade village Build'i ng. Osterfoss stated that she was not willing to judge the wildlife impacts, but felt the benefits to the community were that the lift would enhance the project and be a pos'i t'ive addjtjon to vail. The additional point of entry was a good idea and she liked the idea of a transit mall. Viele agreed with Peggy. Donovan liked the transjt mall after it was clarified that people would not have to cross the street to reach the lift- She felt some design for the entry was needed because the parking structure now blocked the view of the Westin. Donovan felt it should be remembered the elk study was done during a winter of heavy snow. Joe Macy of VaiI Associates stated that the study of elk was good in that it was done during a heavy winter snowfall. Patten stated that more specific drawings would be submitted for the transit facility structures and will be brought to the PEC for their review. Donovan moved and Schultz seconded to rove the reouest the memo which rova I o ( ( ons e vof,e was 5- orarv stai rwa ut no rova l,*,t.l TO: FROM: DATE: SUBJ ECT: Planning and Envjronmental Commjssion Community Development Department June 9, 1986 A request for a conditional use permit in order to construct a ski lift at Cascade Vi11age, 1300 Westhaven Drjve.Applicant: Vail Ventures, Ltd., Montane Corporation A. Consideration of Factors 1. Fglalionship and impact of the use on development objectives of the Town The planning and development of Cascade Village has been an ongoing process.for the past nine years. From the beginning, the basic concept of the project was to create a self contained village providing guest accommodations, conference facilities, an educational center and support retail. tlhile a skj lift was not included in the origina1 master plan proposa'l s, it has been under djscussion for the past several years. It is felt that the development of a ski 'l jft will contribute to the ongoing development of Cascade Village as a self contained activity center. The addition of this'l ift is felt to be compatible with the overall deve'l opment objectives of not only this SDD, but with the Town as a whole,specifically in the area of rel ieving existing congestion in other out-of-val 1ey lift portals. + I. DESCRIPTION OF PROPOSED USE The main feature of the uses requested with this application is the proposed chairlift. The base of the lift would be located directly east of the future Terrace llling expansion and would proceed up Vail Mountain to deposit skiers on simba Run. The lift would cross Gore creek and . continue over three residential lots in the G'len Lyon Subdivision- Related to the ski lift is a development of a transit center designed to accommodate both Town of Vail buses and private shuttle vans- Thjs transit way'includes the development of new bus shelters as well as a ' 'revised'entry into 'the.Gascade-Vi11age development.. Related to the bus shelters is the future development of a small expansion of the Cascade Club that wi1 I accommodate a 1ap pool . II. CRITERIA AND FINDINGS Upon neview of Section 18.60, the Community Development Department recommends approval of the conditional use permit based upon the fol Iowing factors: ( The development of a skj lift was included as an element of Va.i I Associates' Master Plan for Vail Mountain. The Planning Commjssion should be aware, however, that the Forest Service has not 'issued a final decision on this Master Plan. The development of this lift is not possible without this Forest Service approval . Nonetheless, the staff has accepted this application for the Planning Commission's review in anticipation of a decision by the Forest Service in the very near future. l,rle have requested the Forest Service to be present at Monday's meeting for a status report. 2.The effect of the use on l iqht and air distribution of ul ati on Eran s rtat on faci l i ti es utiIities. schoo s. parks and recreat on Tac f es, and other pu acilities needs. With respect to the above mentioned criteria, a key aspect of this proposal is the transit facility to be developed in conjunction with the ski lift. In addjtion to expanding the shuttle drop-off area for Town of Vail buses, the transit facility will provide a considerable drop-off area for private shuttles. At the present time there are over 70 private shuttles operating wjthjn the Town of Vail. It is felt that many of these shutt'l es will begin to utilize the Cascade Village drop-off point after the deve'l opment of the ski lift. Theoretically, this will lessen the congestion found at the Lionshead, Vail TRC, and Golden Peak drop-off points. Related to the lift are the support facilities such as ticket sa1es, restrooms and rental lockers. blhile the development of these facilities is planned, the timing of their construction is dependent on when approvals are granted for the lift. If approvals for the lift are received soon enough, construction of the lift wi1'l begin thjs summer. This wou'l d necessitate the use of a temporary structure to accommodate the above mentioned services because time would not permit the construction of permanent faci I ities. Effect upon traffic with particular reference to congestion. automotive and pedestrian safety and convenience, traffjc flow and control , access. maneuverabi I ity and removal of snow from the street and parking areas. Various Town departments have been involved jn reviewing the design of the proposed transit center and entry revisions to Cascade Vil1age. The result has been a design that is intended to provide a safe and convenient flow of private vehicles, pedestrians and buses. The layout of these a'l terations affect the Frontage Road which'is a part of the State Department of Highways system and wjll require their approval prior to construction. There remain, however, a few design issues yet to be resolved with respect to the vehicular circulation between the Frontage Road and the rest of the Cascade Village SDD. These will be discussed at the meeting on Monday in greater detail. 3. L Cascade Lift - 6/9/86 -2' Another jssue to be addressed with respect to this proposa'l is parking. The 42.l space parking structure on site was designed to meet the reguirements of al 1 the previously approved development within Cascade Vi11age. While there is no additional parking proposed in conjunction with the ski lift, staff feels that new skiers using this lift to access Vail Mountain can be accommodated through the shuttle systems as wel 1 as through a limited amount of parking prov'ided in the existing structure on a space-available basi s. l^lhi l e the I i ft 'i s open to the publ i c, the transi t facility is intended to accorrnodate the majori ty of the users' access to the ljft. For those persons who drive to the lift, a ljmited number of parking spaces may be available in the existing structure. This parking wjll be accommodated on the third level of the structure which contains 149 spaces. This thind level is designed to provide parking for the uses within the CMC Building, the Cascade Club, and the yet to be developed retail space within the Terrace and Plaza wings. The majority of the parking demand generated by these uses will be in the evening hours. This contrasts well with the day skier which obviously creates a parking demand during the daylight hours. Provided the parking facility honors the uses for which the structure was designed, it is felt that a limited nunber of day skiers can be accommodated on the third Ievel on an "as avaiIable" basis. 4.Effect upon the character of the in which the sed use is to be I ocate ncludinq the sca in relation to surroundinq uses. A ski lift is a natural element of a destination resort community such as Vail and felt to be very much in character with the Cascade Village area. One significant issue is with respect to the area in which the lift crosses over residential lots in the Glen Lyon Subdivision. Three lots are directly affected by this lift by either the location of lift towers or by the lift passing above the property. An analysis of lots 38, 43 and 44 of the Glen Lyon Subdivision has been completed by Morter Architects and is iry.'l gded fo1 y-9.9,r infgrmation. This analys-i s assesses the impacts on-:'each of theae lbts with respect to-the iltt atignment and how it-'will'affect the buildability of each of these lots. Whi'l e the cidgree of_impact vaiies, there is no question that the lift will affect these lots. It is imoortant to note that a chairlift easement will be required prior to beginning construction for a'l l areas below the alignment of the chajr. These easements would be required from property owners affected by the cha'i r'l ift route as well as the Town of Va'i I where the lift Dasses over the Gore Creek stream tract and Town right-of-ways. Easements on the residential lots would have to be obtained from their owners. This has created a situation where the owners most affected by the a1 ignment of this lift will have a direct say as to the granting of these easements. For this reason, we are regarding the impacts on these resident'i al lots to be, for the most part, a c'ivil matter between the property owners and the developers of the lift. Cascade Lift - 6/9/86 -3- 6. c. 9!rch other tactors and criteria as the Commission deems applicable to The.envirofmgnlgl ir.npact rgpgrt conler4i!,rg the proposed use. jf an envrronmenEat tmpact report js requ.i red by chapter 1.9.56. No environmental impact report required. That the proposed location of the use is in accord with the purposes of this ordinance and the purposes of the district in which the site is I ocated. I I I. FINDINGS The community Development Department recommends that the conditional use permit be approved based on the following findings: That the proposed location of the use and the conditions under which it would be operated or maintained would not be detrimental to the public health, safety or welfare or mater.ial ly .i njur.ious to properties or 'improvements in the vicinity. That the proposed use would comply with each of the applicable provisions of this ordjnance. IV. STAFF RECOMMENDATION staff recommends approval of the request with the understandjng that the following be complied with prior to the issuance of a buitding permit for constructi on of th is I i ft: 1. The state Highway Department must approve the revised access plan off of South Frontage Road. ?. The applicant must obtain a chairlift easement from the Town of Vail where the chair lift passes over Town of Vai1 right-of-ways and stream tracts. 3. The applicant must demonstrate to the Town that easements have been obtained from private property owners affected by the lift al ignment. 4. The Forest Servjce must grant approval of this fift through their review of the Vail Mountain Expansion Plan. 5. It is understood that the app1 icant will construct the bus shelters needed to service the transit facility and that the Town of Vail wilI maintain the Town of Vail bus shelter area. It should also be noted that the staff is still involved in reviewing the final details of the circulation system throughout this area. Minor al terations could take place concerning the design of this faci 1ity. These will be highlighted during the presentations on Monday. Cascade Lift - 6/9/86 -4- P s'q J. fis d z .9 z X I e 1- d * ,-Y, 7 J I t ,l ty 3 j at I i t.lo t*t* iF I* l: 9 r33HS 3:F '/$o8'8 SSL Idlrsff- ,o F UJ b,r al> ut lrl th ^z ES - ;iir I ti. 3 o e i: OA 16 :o :: l o o a ti :a I o 0 c o o o a cX.DXo {d"^61 6'X4Xo -fi&i3 \ is69 , -tx ox 3A o:t.? oa n--"9 ( ;:t +.' + Iv/ionrenFt si-tER,-,n :-i r T: . DECEMBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 44 GLEN LYOII SUBDIVISION VAIL, COLORADO The follovring is an analysis of residential Lots 3g,43, and 44 of the Glen Lyon Subdivision in vaii, colorado. None of the thiee iots is currently de-veloped- A new ski lift is proposed to provide direct access to vait Niun-tain for the residents.and guests of the G1 en Lyon subdivision and wil1 pass over portions of the three lots. The impacts oi the new lift on these ti.rree lots is discussed herein. The attacheO btan and section drawings il'l ustrate the physicai relationships. All three lots have been staked to locate property corners and the proposed ski lift easements. 0n-s'i te analys'is of ali three-lots, and adjo.i ning i.eur,was conducted- Additional resources for this study include: ierial photo surve-v information; data from the engineers who have designed the proposed ski lift; Gien Lyon Covenants, -Zon.ing, and Des.i gn Controli; anO governing lgelgig:'i!!luding the Town of vail and the upfier Eagie Viitey ilater ani San'i tat'ion Di stri cts . { GENERAL COMI'IENTS REGARDING ALL THREE LOTS PR I VACY PROXIMITY The privacy of the outdoor'l iving spaces of a home can certain-ly be affected by having a ski lift passing overhead. However, we view the negat'ive effect as being minimil, if indeed the lif.u will- only be operat'ing during the wjnter months, when decks and terraces are seldom used. We have taken as objective a look as possible at the pros and cons of having a ski lift passing over a portion of one's lot. The potential-negatives include: noise; litter; loss of priva_cy; loss of vierv. However, we have found that jn a ski resort such as Vail, the psychological and physical advantages of such close proximity to a ski lift outvreigh the negative iffects.Real estate values in va'il support this opinion. Lots in close proximity to ski lifts consistently have higher values than si-milar lots which are not'in such proximity.- l.le are aware of no instance where a ski lift easement has caused a reduction in the vaiue of a lot. LU I J'] L ACCESS Access to the lot is not affected. DECEMBER 3, i985 ANALYSiS OF LOTS 38, 43 & 44 GLEN LYON SUBDIVISIOIi PAGE -2- LOT 38 PRIVACY The chairs wi1l be roughly 30 feet high as they pass over Lot 38, and should provide minimal views, if any, into the home. Lot 38 is quite'large and long, and this minor problem can be mitigated. VIEWS Lot 38 enjoys a range of view of more than 1800. Views are affec- ted only minimai'ly. BUiLDABILITY The effect on the buildability of Lot 38 is negligible. MITI GATING I'IEASURES Because of the length of the lot in the north/south direction, the home can be located far enough to the south to effectively minimize any negative impacts of the ski lift. Limiting the use of the ski lift to the vrinter (ski) season minj- mizes the impact on the privacy of outdoor living spaces. LOT 43 ACCESS While the frontage onto Westhaven Circle is reduced by the chair-lift easement, adequate access to the site remains. PRIVACY The chairs will be relative'ly hjgh (approximately 30 feet) as they pass over Lot 43, and should present no problems regarding privacy within the home. VIEI,,S Because the chairs will be relatively high as they pass over Lot , 43, vievls from the home wil] be minimally impacted, if at all. EUILDABILITY Because of an existing utility easement and a large spruce tree, the most logical development area of Lot 43 is the northern por-tion. The chairlift easement crosses the southern portion, and has little impact on the actual buildable area of the site. MI TI GATI NG MEASURES L'imiting the use of the ski lift to the urinter (ski) season mini- mizes the impact on the privacy of outdoor living spaces. LOT 44 . ACCESS While the frontage onto l.lesthaven Circle is reduced by the chair- C lift easement, adequate access to the site remains, DECEMBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 41 GLEN LYON SUBDIVISIOIi rAUtr -J- LOT 44 PRI VACY VIEl.lS BUILDABILITY The height of the chairs varies as they pass over Lot 44, from roughly 23 to 38 feet in height- Because they are 23 feet high at a portion of the buildable area, the potential for loss of privacy within the home exjsts. For the reasons discussed in the PRIVACY paragraph above, and the placement of the support tower withi n 3 feet of tne buildable area, views from the structure can be affected. The buildab'iiity of Lot 44 is significantly affected by the chairlift easement. Lot 44 'is very steep in an east-west direc-tion. The normal, most efficient way to develop such a site is in a linear fashion, along the contours.in a north-south d.i rec-tion. An existing sewer easement aiready significantly reduces the buildable area, but would allow a north-iouth development.along the site's contours. The chairlift easement cuts ihe .e-maining buildable area by more than half, and forces a more ex-pensive east-west development, up and down the hill. The resul-tant 4,100 (approximately) square feet'of buildable site would yield a building of roughly 3,250 square feet of GRFA. This is 790 square feet less than the 4,040 square feet GRFA permitted by zoning, or a reduction of 20 percent. Assuming a sales mar-gin of $70.00 per square foot, this represents a loss in value of 560,800.00 based on saleable square feet. A 4,040 square foot GRFA structure typ'ically requires a bujldable area'of at least 5,100 square feet. The shape of the buildable area; the amount and direction of the slope; and the reduced size sf the buildable area, all com-bine to add cost to the construction of the structure. Compared to deve16ffi!'-E-more conventional site, the increased costs'of develop'ing this site could include: additional design costs of 53,000 - $5,000; additional excavation and foundation costs of $25,000 - $35,000; and the possible inclusion of a small hydrau-lic elevator, at a cost of 922,000 - 525,000. The range oi these costs totals $50,000 - $66,000. The amount of vertical circulation dictated by this buildable area makes for a less effjcient plan, and definitely limits the potential sales and rental markets for the project. Relocation of the sewer easement to the west, nearer the river would provide a larger, more levei buildable area on the lor. MITI GATI NG I'IEASURES L I'iITIGATING MEASURES (cont'd) DECEI'IBER 3, 1985 ANALYSIS OF LOTS 38, 43 & 44 GLEI{ LYON SUBDIVISION rAu: -.+ - Costs for sewer relocation could run as high as 520,000, but would increase the buildable area of the lot by 2,400 square feet (approximately), thereby offsetting the 2,400 square feet lost under the ski lift and air space easements. Development would still occur along the east/west axis, but the increased area to the west is more level , more buildable and the more desirable portion of the lot on which to build. By seeking a garage setback variance from the Town of Vail and/or site access through Lot 45 to minimize steep site ac- cess, the buildability can be enhanced. As mentioned in the "BUILDABILITY" paragraph on the previous page, the inclusion of an elevator could mitigate the amount of slope on the site. Limiting the use of the ski lift to the winter (ski) season minimizes the impact on the privacy of outdoor iiving spaces. ( 75 soulh tronlaEe road vail, colorado 81657 (303) 475-7000 July 2, t9B7 Mr. Andy Norris Vail ventures, LTD.1000 S. Frontage Road Vai1, Colorad.o gL65z RE3 Conditions of final approval Transit Mall, Design Review offlce of community deyelopment for the Cascade Ski- Lift and Board meeting June 3, L9g7 Dear Andy, 9l Jyl"- 3, L987, lhe^Design Review Board. gave final approval to the ticket booth, l_ift stiucture, general landscape pran, and generar transit mall design. Further infonnation 1s needed on ttre water/tandscape featuie rocated in the transit malr as well_ ": lhg.stairway leading down from Westhaven Drive to the chairlift. An I foot ctrain rink temporary fence with a screen was approved for the area around the- chaiiri_ft as indicated on the. Landscape p1an. The temporary wood fence on the south end of the transit rnall was appr6ved Lo be painted off-white with the faciae and columns paiitea wesLin d;;. T::,:ll?l_upll"y:1 was continsent.upon rhe subrnittar of a survey r-nqlcaElng the r-00,year ftood plain so that the staff could check that the chairlift corumi is not located in this area.The_ Planning conmission approval also requireJ inat ttre following conditions re mLL as parr of the conditionar use approval for the chairlift: 1. The state Highway Department must approve the revised access pJ.an off of the South rrontall Road. 2. The transit rnall is constructed. in conjunct,ion with the chairlift. (please see attached ptC memo.) I would like to know rnrhen vou Board approval on the tran3it rnall project. I arn trying to chairlift is ready howevei tne The tirning.of the two projects is not a violation of Lhe-pnc soo! as possible your plan of chairlift and transit rnall. Sincerely, ,\) | a l -v I l,/'l-.-.trrlffi\1l-lTb Kristan pritz Town Planner plan to get final Design Review rnall and construct the transit avoid a problem where the transit mall is not finished.is very important so that there approval . Please let me know as action for the rtmiraclert 75 soulh tronlage road vail. colorado 81657 (303) 476-7000 olrlce of communlly d€Yelopmenl JuIy 2, L987 Mr. Andy Norris Vail Ventures, LTD. l-000 S. Frontage Road Vail, Colorado BL65? RE: conditions of final approval for the cascade ski Lift and Transit Mall, Design Revj_errr Board meeting June 3 , !gg7 Dear Andy, on June 3' L987, The Design Review Board grave final approval to the tieket booth, lift structure, general landscape p1in, and general transit ma1l design. Further information- is- needed on the water/landscape feature located in the transit ma1l as weLL as the stairway leading d.own from Westhaven Drive to the chairlift. An 8 foot chain link ternporary fence with a screen was approved for the area around the chairlift as indicated on the randscape plan. The temporary wood fence on the south end of the transit marl was approved to be painted off-white with the faciae and columns painted Westin gieen. The.final approval was contingent.upon the submittal of a survey indicating the 100 year flood-plain- so that the staff courd check that the chairlift coLunn is not rocated in this area.The_ Planning Cornmission approval also required that the folrowing conditions be met as part of the conditional use approval for the chairlift: 1. The state Highway Department must approve the revised access plan off of the South Frontage Road. o 2. The transit rnall is constructed in conjunction with the chairlift. (Please see attached pEC memo.) f wouLd like to know when you Board approval on the transit ma1l project. f am trying to chairlift is ready however the The timing of the two projects is not a violation of the pEC soon as possible your plan of chairli-ft and transit mall. Sincerely, l-rl \/ I \i.l -v,l- v E\-\rlfl0v\-lfl \C Kristan Pritz Town Planner plan to get final Design Review mall and construct the transit avoid a problem where the transit rnall is not finished.is very irnportant so that there approval . Please let me know as action for the rrmiraclerr I 75 south tronlage road vail, c6le66s 91557 (303) 476-7000 otflcc of communlly development May 21, l-987 Mr. Andy Norrls VaiL Ventures, I-,td. l-OO0 South Frontage Road Vail-, Colorado 81657 Re: Prelininary approvaL of the cascade ski Lift and Transit MaIl, Design Review Board Meeting, May 20, LggT Dear Andy: On May 20, L987, the Design Review Board gave prelirninary approval to the Westhaven transit maI1 and chairlift base facirities. The only rnajor design concern that the board had.with the project was the design or tne ticket building. rt was suggested that the facade have more relief and detail . r wourd.like the forlowing information to be submitted before the finar Design Review Board meeting: 1. I sitg pl-an showing correct building locat,ions, the lift,location of the maze, retaining walls, and fences. 2. A landscape plan that shows the location for pavers,plantings, planters, lighting and any other infornation related to the landscaping of the project. 3. Design inforrnation on the types of lighting used throughout the project should be subrnitted. 4- Design details on the water feature should be subrnitted. 5- Further infornation on the stair connection detair between the transit mall and the ticket area should be provided. 6. Design Review Board requested information on the appearance of the fencing around the lift area and below the transit rnall. 7. A survey should be submitted for the area. The LOO year flood plain should be indicated on the survey along witn the location of the chair lift column to ensure that the column is not located in this area, 8. I woul-d also like some inforrnation on what the rsnowmatrr naterial looks like. 9. Tbe design for the bus sherter should be included wLth the subrnittal. It is my understanding that the bus shelter will be buitt when the transit naII is constructed. When the Planning Commission reviewed the conditional, use permit request for the lift, several conditions were attached to the approval.. These conditions included: 1. The State Highway Department must approve the revised access plan off of the South Frontage Road. 2. The applicant must obtain a chairlift easement from the Town where the chairLift passes over Town of Vail_ right-of-ways and stream tracts. 3- The applicant must demonstrate to the Town that easements trave been obtained from private property owners affected by the lift alignment. 4. The Forest Service must grant approval of this lift through their review of the VaiI Mountain Expansion plan. 5. rt is understood that the applicant wilL construct the bus sheLters needed to service the transit facility and that the Town of Vail will maintain ttre Town of Vail bus shelter area. f!.lr.my understanding that you are in ttre process of working with the state Highway DeparLment on the acless pran off of ihe Frontage Road. In respect to No. 2, I wiJ.I ask iom Braun what work we have cornpleted on the easenent fron the Town of vail for the 1ift. As far as r know, the staff has not recej.ved any infornation indicating that the property owners have approved. - easements for the rift as required through No. 3. rf you trave submitted this inforrnation, please let rne know. No. 4 has already been taken care of. In respect to No. 5, I believe that you are already working with SLan to decide on what type of bus shelter is appropriate for the transit facility. ff- ygg have any questions about this never ending list of subrnittal infornation, please feel free to call ie. Sincerell,, ifir['J?ib Kristan Pritz Town Planner