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HomeMy WebLinkAboutDRB070014d , Design Review Board ACTION FORM TOWN OF VE C :riU`.1-x 0,'K 4,11171,' Department of Community Development 75 South Frontage Road, Vail, Colorado 51657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailoov.com Project Name: APOLLO PARK POOL Project Description: Participants: DRB Number: DRB070014 FINAL APPROVAL FOR APOLLO PARK TO BUILD A SWIMMING POOL AND POOL MAINT. BUILDING. OWNER LUNAR VAIL LLC 01/18/2007 285 BRIDGE ST VAIL CO 81657 APPLICANT LUNAR VAIL LLC 01/18/2007 285 BRIDGE ST VAIL CO 81657 Project Address: 442 FRONTAGE RD E VAIL Location: APOLLO PARK Legal Description: Lot: Block: Subdivision: VAIL VILLAGE FILING 5 Parcel Number: 2101-082-2700-6 Comments: Approved per plans submitted BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 01/26/2007 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: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with 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 date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond:113 All development applications submitted to the Town after the effective date of Ordinance 26, Series 2006 shall be subject to the pending employee housing i regulations in whatever form they are finally adopted; provided, however, that if the Town fails to adopt the pending employee housing regulations by April 15, 2007,' this Ordinance shall not apply to such development applications. Planner: George Ruther DRB Fee Paid: $250.00 Minor Exterior Alterations Application for Design Review Department of Community Development 1i 1TS t 75 South Frontage Road, Vail, Colorado 81657 TOWN T tel: 970.479.2128 fax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements 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 approval lapses unless a building permit is issued and construction commences within one year of the approval. of the Request: Pt w U a O Uf N Location of the Proposal: Lot: Block: Subdivision: -FIA4'h. klitr I V; ~cic 5 f'l~ Physical Address: 4q:2- S. 4 r- frL, -Road Parcel No.: ;Zt D10$22-?O0 ( (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Names; Mailing Address: _GIO I tOJ~ rVl e 't lInIC1 t7GiaS~P/1 x$S yn`clqe- $~F • I/a, ! Cv Phone: Cq -701 *'76 - 15F-7 Owner(s) Signature(s): Rout 39 me- Name of Applicant: Y110 Mailing Address: _20 A ~$H r-O -e 4- ASS v c i a4-p- , 2g 5 Br7* S+ . llai I c c> 8( &,S 'P` Phone: _ C,4 E-mail Address: C `GY1 2 • c-a Fax:_ 47 Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction ❑ Addition Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request IE l JAN 16 2007 $50 Plus $1.00 per square foot of total sign ar No Fee $650 For construction of a new building or demplre-W'0WN OF JAIL $300 For an addition where square footage is added to any residential -or" commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, re-roofing, 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 Office U I __<< l U~ V ~~r Fee Paid: .5 -Check No. By, Meeting Date: o-7 DRB No.: L J O O 0 ( T Planner: Project No.: TOWN OF VAIL, COLORADO Statement Statement Number: R070000054 Amount: $250.00 01/18/200703:21 PM Payment Method: Check Init: JS Notation: 2001/LUNAR VAIL, LLC Permit No: DRB070014 Type: DRB-Minor A1t,Comm/Multi Parcel No: 2101-082-2700-6 Site Address: 442 FRONTAGE RD E VAIL Location: APOLLO PARK Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts DR 00100003112200 DESIGN REVIEW FEES 250.00 TOWN OF VAii JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER I, (print name) POA F~IC11e , a joint owner of property located at (address/legal description) A pal r~ 0yt v'( Traci Vq. I V i d la, e- i ✓W : "ppo `iO Pbo K provide this letter as written approval of the plans dated 1 , 1 6 -0-7 which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: C0 AS-h-uC44 ct is' X 30' SwiKAYL4 to LA) a ` ice a-Ad Claje- S LU-r0U Ad $vt Ai2cdo Pco k 2>4 0- a c> vw*ct o vt --A- pkyi . Also C4 Svua ( (,abol Pvn - 4 b LL ICU rut 10 ' 3 ~,v i 11 be. c-o Asic" U. ,1 4-tt t a,vt "i S 5, - I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. (Signature) (Date) -/If-o7 Y F:\cdev\FORMS\Permits\Planning\DRB\drb_minor_alt_11-23-2005.doc Page 2 of 13 11/23/2005 OWWOMINOR EXTERIOR ALTERATIONS TO BUILDINGS AND SITE IMPROVEMENTS SUBMITTAL REQUIREMENTS General Information: This application is required for proposals involving minor exterior alterations and/or site improvements. Proposals to add landscaping do not require DRB approval unless they involve the addition of patios, water features, grading, or the addition of retaining walls. 1. SUBMITTAL REQUIREMENTS** ❑ Stamped Topographic Survey* ❑ Site and Grading Plan* L3 Landscape Plan* ❑ Architectural Elevations* ❑ Exterior color and material samples and specifications. ❑ Architectural Floor Plans* ❑ Lighting Plan* and Cut-sheet(s) for proposed fixtures ❑ Title report, including Schedules A & B to verify ownership and easements* ❑ Photos of the existing site and adjacent structures, where applicable. Li Written approval from a condominium association, landlord, and joint owner, if applicable ❑ Site-specific Geological Hazard Report, if applicable* ❑ The Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. Please submit three (3) copies of the materials noted with an asterisk 0). **For interior conversions with no exterior chances, the submittal requirements include a complete set of existing and proposed floor plans, a title report, and written approval from a condominium association, landlord, and joint owner, if applicable. I have read and understand the above listed submittal requirements: Project Name: A olio~Pa~rk Condominium Pool Pro'ect Contractor Signature ~ltC~17~Q.(ili(~ ~(6~f/~'INGt j ~r~l~uffG Date Signed O l F:\cdev\FORMS\Permits\Planning\DRB\drb_minor_alt_i1-23-2005.doc Page 3 of 13 11/23/2005 ~imgn ho46 -mar cows Art -{v words vla~2 w~~ 4i4-b'oq 6ovac! o buy I t(oq; t2er 4SQA PROPOSED MATERIALS Building Materials Type of Material Color Roof AstTkaCf SW 4 t M c~ tF* I'S-h! m p~~a Siding P tn: ed MOA Lap Sidi Mai' A ~x« Other Wall Materials 4oF SFUiv~~ea( Sln~ v► Sid i~ay ~•(a-tticra~~ Leda r `Co ~~2. Fascia PA (iAteA (Y- g w oad. VA 064'rA. Mat-u t ~X c`5h v~~i sofas Pa i o f eA Worn soffit_ Maf un Cu.t' Windows NA Window Trim paiinteii wood, Rer E(e vs . Matl,~► [aSua 60(1)y Doors . pWAW mod-doors G e?(AA IS d' o r I I/ Door Trim Fafvtted Wpvc Mwr C'a564'a ~04)r Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses 1 Retaining Walls Exterior Lighting Sat 64 QgW5 Other Please specify the manufacturer's name, the color name and number and attach a color chip. F:\cdev\FORMS\Permits\Planning\DRB\drb_minor_alt_11-23-2005.doc Page 6 of 13 11/2312005 PROPOSED LANDSCAPING Botanical Name Common Name uanti Size PROPOSED TREES AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper Coniferous Trees - 6' in height Shrubs - 5 Gal. Type Square Footage GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) F: \cdev\FORM S\Permits\Pla nning \DRB\d rb_m i nor_alt_1 1-23-2005.doc Page 7 of 13 11/23/2005 FWG AN, 15. 20,07 3:50PM HOLY CROSS ENERGY (WED)JAN 10 2007 13;21/ST.1,N0, 35b. 68;P. 17538 F '.5~2 -qo uTIUnY APPROVAL. & V15P11FICATIom _ 7~v[~ra~vi~, ThlS form Serves to verify that the'Proposed Improvements will not Impact any existing or proposed utilKy services, and also t o verify service availability and location for new cor)Amcdon and should be used in conjunction with preparing your utility and plan and ~ scheduling approval and l and lag verlfons_ican lonsite plan, including grading plan, floor plan, and elevations, shall be submitted to the following Utilities . QWEST 970,513.7189 (tel) 970.384.0Z57(fax) 970.687,0722 (cell) COMM; Steve Waters , ter1(Pttwest.com EXCEL HIGH PRESSURE GAS 970.262.4076 (eel) 970.468.1401 (fax) Contact. Rich Slsneros V14,0LY CROSS uwmc 970.947.5425 (tel) 970,945.4081 (fy) Contact: Jeff Vroom hTwrnQh0lvc1R,% om EXCEL ENERGY 970,262.4036 (fax) Contacts: Kit Bogart 970,262.4074 Katherine Bogert EAGLE R ERWATER & SANITATION DISTRICT 970.476.7480 (tel) 970.476.4089 (fax) Contact: Fred Haslee fha5lee®erwW ora C014CAST CABLE 970,468,2669 ext. 1100 (tel) 970.468.2672 (fax) Contact; Brad Dorcas bradely dorcas(Acable.comcast ocxn A thortz nst re Comments Cate X67 MOM, 1: If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume char there arse no problems and the developtnent'tan proceed. 2. If a utility company has concerns with the proposed construction, the utility, representative stlall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed In an attached letter in tt* Town of Vail. However, please keep In mind that it Is the respons,-billly of tf,.e utility company and the applicant in reso" Identified problems, 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public works at the Town of Vail. in any public right-of-way or easement within the Town of Vail. The Developer is r and r to submit any revised drawing5 to the utilities for re-approval & re-verification if the submltited plan Itered i a way after the authorized signature date (unless otherwise specifically noted within the comment area of of Signature J Date page 9 of 13 11/23/Z005 XCEL SUMMIT CTY Fax:9702624057 Jan 11 2007 9:23 P.01 A' po u-) Aze- PCOL- VYlLrrY APPROVAL IN VERIFICATION Ts roan 9Cfves to very that the Propag@d ImPrMt►na+te WIN not impact any exiving or promeC uamy services, and also to verify service ava3ablity and lmdon for new construetlor% and should be used In conjunction with preparing your utillty On and scheduling Installations. A site Plan, including grading plan, Root plan, and elevations, shall be submlttad to the following utilities for approval and ver ftcatlon. authorized Ala atwp COMM"n QWBSf 970.513.7189 (tel) 970.304.0257(fmx 970.687.0722 (Cell) Contacts: Steve waters EXCEL HIS" PRESSURE CAS 970.2614076 (tel) 970.468.1401 (fax) Contact; Rich SISneros POLY CROSS ELECTRIC 970.947.5425 970.945.4081 (fax) Contact: )eff Vroom L ENERGY 970.262.4038 (fax) Contxts: 10t 9ogart 970.262.4024 Katherine Bogen EAGLE RIVER WATER R / SANITATION PWMCT 970.4753480 (tea) 970.476,4069 (fax) Contact: Fred Hasiee flas9ee®e1W50,9tn COMCAST CABLE 970.466.2669 east. 1100 (tel) 970.468.2672 (fax) Contact Brad Dorcas taradelv dorras~tcabk,eocng;~9~ 11. 11 the Wlty approval A veritlcatlon fvrrrt has slgnatwes from each of the utility mmWnim and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. V a utility company has concerns with Rite propose0 cortstiryction, the utility representative shall note directly on Vw utillty verikatlon form that there is a problem which needs to be resolved. The Issue should then be deulled in an attached letter to the Town of vaN. However, please keep In mind that it Is the responslblIty of the utility Company and the applicant to resolve Identifled problems. 3. Tries verricatiorrs do not relieve the contractor of the res"lilllty to obtain a Public Way Permit from the Department of Public worse; at the Town of Vail. Utility locatav g mu be alliftfold_ ftft atRM In any public right-of way or easement within the Town Of vall. A Q tldinp parrot is nott a Pu611o Wry permit and rust to ebtblieAe raERln. The Developer Is ag to submit any revised drawings to the utIllbes for re-approval a re•verifiCetioo If the submlttrl!d plan al i way after the authorized signature date (unless otherwise specIficaly noted wilhln ft comment area of o ' A~- 07 *7 77- r Datr Page 8 of 13 11/73/2005 Jan-09-2007 14:27 From-ERM 9704764089 T-871 P.001/001 F-908 FROM r`""." --U 11YIUIVIJnIU U cuvi I i ,L. ,,,.,I , , , - I.MLITY APPROVAL & VERIFICATION This ~rserves to verify that the proposed Improvements will not Impad any exlstIng or proposed utility services, and also to verify service avallabllky and lotatIon for new construction and should be used In conjunction with preparMg your umlty plan and scheduling installatlons. A site plan, Including grading plan, floor plan, and elevations, ft M be submitted to the fdbwing utilities for approval and %willcatlon. hutho&d_8lanabure c2mmenix We QWE9r 970.513.7169 (Wo 970 384.02S7(f Do 970.687.0722 (crJI) Contacts; SDeve Watm s~vade~awest_com EXCEL HIGH PRESSURE GAS 970.262.4076 (M 970,466.1401 (fart) CAnUM Rich Slsneros HOLY CROW ELIXTRIC 970.947.5425 (lei) 970.945.4001 (fax) Contact Jeff vroom ivroomeholxrvss,com EXCEL 9"EW 970.262,4038 (fax) Contacts: Kit BWan 970.262.4024 KatlWne Bogert VI`kOt.E' RIVER WATER d SANITATION DISTRICT 970.476,7480 (del) 970.476.4089 (fart Contact Feed tlaslee bftamw.ona COMCAST CABLE 970 466.2669 ext.1100 (Cep 970.466.2672 (fax) Contact Brad Dortas bradely ggrras*oatrle.coMQjZ.com lNQTIMS 1. If the utility approval & verification brm has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2, If a utility company has concerns with the proposed consmKtion, the utility representative shall note directly on the utility verifIcatlon form that there Is a problem which needs to be resolved. The issue should then be detailed In an attached letter to the Town of Vail. However, please keep In mind that It Is the responsibility of the utility company and the applicant to resolve Identified problems. 3. These verifications do not relieve the con" dor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of call. UtlllttX locations must be gWined befuf+s Mauling in any public right-olf-" or easement within the Town of Vall. A buildlna uwrmk of a PLbll WaY Qenrr a d must J eMIrad smarat ely The Developer Is and a revs to submit any revised drawings to the utilities for re-epprMl & re-veriflcadon If the submkted r+ed in y way 9ter the authorized signature date (unless otherwise specifically noted within the comment area Developers Slgna Date page a of 13 11/23/2005 SILVERTHORNE HP Fax:19704681401 Jan 9 2007 7:20 P.02 FROM 'NN)JAN 8 2C07 17:30/ST.17:2!/No.68254'7524 UTILII"Y APPROVAL A VERIFICATIONI i1M(~ YAlL ' Is form Serves to verily that the proposed Improvements will not Impact verify service availability and location for new construction and should be used In conunctionn with utility, servicesing and also to scheduling Installations. A site plan, Including grading plan, floor plan, and elevations, shall be submitted mitted to to the following utilities for approval and verification. QWEST 970.513.7189 (tel) 970.384.0257(fax) 970.687.0722 (cell) Conbcts: Steve Waters ;t7oGdtt~QIp(t,S.~m V-I*ExC!L HIGH PRESSURE GAS 970.262.4076(k4) 970.468.1401 (fax) Contact: Rich Sisnieros HOLY CROSS ELECTRIC 970.947.5425 (tel) 970.945.4081 (fax) Contact: kff Vroom iV~2 rocc.mm EXCEL ENERGY 970.262.4038 (fax) Contacts: Kit Bogart 970.262.4024 Katherine Bogert EAGLE RIVER WATER & SANITATION DISTINCT 970.476.7480 (tel) 970.476.4089 (fax) Contact: Fred Haslee IVMSd. org Authorized 311anatury comments 4 COMCAST CAKE 970.468.2669 ext 1100 (tel) 970.468.2672 (fax) Contact: Brad Dorcas bradely ~ar,a romcast com Date 'nevi ro.1 t~Art,.. Pe erg JAN 0 9 2007 Gf /-0l,R-s' rc 0,1W 0,4 S, rd, 7*0 foe) -522 _/Y 97 "9U&- 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made dkectiy on the form, the Town will presume that there are no problems and the development can proceed, 2. If a utility company has conoems with the proposed construction, the utility representative shall note directly on the utility verification form that there Is a problem which needs to be resolved. The Issue should then be detailed in an attached letter tD the Town of Vail. However, please keep in mind that It Is the responsibility of the utility company and the applicant: to resolve Identified problems. 3. These vertf cabons do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. In an within the Town of Vail. Abulldlna normer 6 - ■.s,u_ ui-_ _ _ any public rlghtbf way or easement The Developer Is rep submitted plans are area of this formll to submit any revi9ed drawings to the utilities for re-approval & re-verification 9 the P after the authorized signature date (unless otherwise speclfkally noted within the comment Lew F:ladevlFl]RMt1R.•..r~l~e~u~~~,.~~....~ ,.a. Date 23-2005.doc Page 8 of 13 11/23/2005 FRO!': WEST Si LVERT HORNE 0704800672 (MON)OAN 15 2007 11:05/ST.11:00ZH- 7500000975 P 2 l FROM (MONH AN 8 2007 17.35/ST 17.34/No,6825407528 P 2 ll'IIgN UTILr Yf APPROVAL & VERIFICATION gy, This form s.erve, to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling Installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. AUiorizsd Slanaturs Comments Date QWESr 970.513.7189 (tel) [W-6$66 0,1JCj-T OK P. \Ciu-rlO 970.384.0257(fax) q j, ?j - Ob?2 970.667,0722 (cell) l~ Contacts: S6e+►o-Wate+~ EXCEL HIGH PRESSURE GAS 970.262,4076 (tel) 970.468.1401 (fax) t Contact: Rich Sisneros HOLY CROSS ELECTRIC 970.947.5425 (tel) 970.945.4081 (fax) Contact: Jeff Vroom 11CMM MK tsrM&Qm EXCEL ENERGY 970.262.4038 (fax) Contacts: Kit Bogart 970.262.4024 Katherine Bogert EAGLE RIVER WATER R SANITATION DISTRICT 970.476.7480 (tel) 970.476,4089 (fax) Contact: Fred Haslee fhaslee(Elerw~4.2m COMCAST CABLE 970.468.2669 ext. 1100 (tel) 970.468.2672 (fax) Contact: Brad Dorcas 1 I. m NQjESF 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concems with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The Issue should then be detailed in an attached letter to the Town of Vail. However, please keep In mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public works at the Town of Vail. In any public right-of-way or easement within the Town of Vail. A bulldIvib ndkrmft le nor . o.J,u, {us --L& The Develop r is requ d ag - to submit any revised drawings to the utilities for re-approval & re-verification if the submitted plans a Ite m a after the authorized signature date (unless otherwise specifically noted within the oomment area of this famil. --w-1 -.,,,n - '000e J'7 r/z ~L OW -i Date F:\cdev\FORMS\Permits\Planning\DR8\drbjnirw atr 11-23-2005,doc Page 8 of 13 11/23/2005 M W Z 1N3W38y3 0j ~ O 2 CO \ ~l7bpl ~NO~ ~ Q 0 I I z o w ( rn w z I x w w z z u w z co Q I w ( ~ Cpl p0 ~ zwm p O p Jl W ip w 1 X W W W x I o N w m Q o w p Q w 1N3W3Sb'3 553~~t! I o w p Q ,Ob z z w m IN U J Q > O Q pow a p ~ zv0 z I EL yv ~Q ~wmD- ~7- z N + Q= x~ z w°Om lu L - Xp ccvK0 Ow w-A wp / CL >IIbM 'X3 LL Q z~ \ N 6 w z 1 ai O zw ® p 0. Q X W Op in p w (p ww 7F N° Z W s zp ~p z0 Q O I Q.~ w~ X w Q z°l a. m oz0 / w o I 1 C CY) ~ IS) , ~ 0 O \ w o U z H m z 1 L mQ \ N N a- C: O CO \ (y> a\ \ w p z (Z X o O Q \ ~y~~ \>~y3 \ 2 \ I W O wmvm \Q> mo, \ z zz \ ~~y \ y`4 \ \ v) N Q w ~W 4p O ~O z0- I I z Q OQ Lu xQ Wok Lu z~-1 z v d x 1Ll z LU d x~ W IL Q z ►~O ~z= x0~ W (L .J z_N ~d W~ I- 4 W Qd~ J v 4wQ Wv~ ~LL z ~twv W d ~ W UA W 7: z -A -A z00- Ov OW (L Q 4 Lu LU ~z► z Q X~ W 1` ° U ,,nn VI 1 mLL,~ ° s p O L OQ m to v O .o Q d °o ~Qw zw~n ~z~ O wpm U L cu o C: ~O L w O (M J Q Q ~Q zww O ~zN / w~.~ z 0 \ 4 X (L LS W ) W U O CO . U a APOLLO PARK AT VAIL HOMEOWNERS' ASSOCIATION 8547 E. Arapahoe Road, #J542 Greenwood Village, CO 80112-1436 303-690-6038 - 303-690-6511 FAX October 11, 2006 Town of Vail Design Review Board To Whom It May Concern: This letter is intended to notify the members of the Design Review Board that the Apollo Park at Vail Homeowners' Association Board of Directors has reviewed the Schematic Site Plan of 9/13/06 for a new swimming pool at Apollo Park, 442 S. Frontage Road, Vail, CO. The plan has been revised to our satisfaction and we give our complete approval to the plans to be submitted for your review on October 13, 2006. With the closing of the Apollo Lodge, our owners and guests are left without a swimming pool. We would request approval of this submittal as soon as possible so that the plans may proceed for completing the pool for our resident's use. I am the Executive Director at Apollo Park at Vail, and have been authorized by the Board members to write this letter. Please feel free to contact me at 8547 E. Arapahoe Road, 0542, Greenwood Village, CO 80112, or phone 303-690-6038, fax 303-690-6511 or a mail me at AnneLNelson@msn.com if you should have any questions. Thank you in advance for your prompt consideration. Sincerely, Anne L. Nelson Executive Director an Land Title Guarantee Company Date: January 12, 2007 LUNAR VAIL, LLC, A COLORADO LIMITED LIABILITY COMPANY ATTN: RON BYRNE **CONFIDENTIAL** 285 BRIDGE STREET VAIL CO 81657 Enclosed please find the title insurance policy for your property located at VAIL CO 81657 The following endorsements are included in this policy: Please review this policy in its entirety. In the event that you find any discrepancy, or if you have any questions regarding your final title policy, you may contact Title Department Phone: 970-476-2251 Fax:970-476-4732 Please refer to our Order No. VC50009134*2 Should you decide to sell the property described in this policy, or if you are required to purchase a new title commitment for mortgage purposes, you may be entitled to a credit toward future title insurance premiums. Land Title Guarantee Company will retain a copy of this policy so we will be able to provide future products and services to you quickly and efficiently. Thank you for giving us the opportunity to serve you. Sincerely, Land Title Guarantee Company Form AO/CHI Chicago Policy No. 72106-1401878 Our Order No. VC50009134*2 Schedule A Amount $1,000,000.00 Property Address: VAIL CO 81657 1. Policy Date: June 27, 2006 at 5:00 P.M. 2. Name of Insured: LUNAR VAIL, LLC, A COLORADO LIMITED LIABILITY COMPANY 3. The estate or interest in the land described or referred to in this Schedule and which is covered by this policy is: A Fee Simple 4. Title to the estate or interest covered by this policy at the date hereof is vested in: LUNAR VAIL, LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The land referred to in this policy is described as follows: SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION This Policy valid only if Schedule B is attached. Land Title Guarantee Company Representing Chicago Title Insurance Company LTG Policy No. CTAI50009134*2 Our Order No. VC50009134*2 LEGAL DESCRIPTION A PORTION OF TRACT D, VAIL VILLAGE FIFTH FILING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT D; THENCE NORTH 00 DEGREES 02 MINUTES 00 SECONDS WEST 325.19 FEET ALONG THE EASTERLY LINE OF SAID TRACT D TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO. 70; THENCE ALONG SAID RIGHT OF WAY LINE NORTH 71 DEGREES 43 MINUTES 53 SECONDS WEST 125.32 FEET; THENCE SOUTH 01 DEGREES 28 MINUTES 07 SECONDS WEST 110.45 FEET; THENCE SOUTH 87 DEGREES 04 MINUTES 53 SECONDS WEST 35.53 FEET; THENCE SOUTH 02 DEGREES 55 MINUTES 07 SECONDS EAST 35.53 FEET; THENCE SOUTH 42 DEGREES 04 MINUTES 53 SECONDS WEST 133.46 FEET TO A POINT ON THE SOUTHWEST LINE OF TRACT D; THENCE ALONG THE SOUTHWESTERLY BOUNDARY LINE OF SAID TRACT D, SOUTH 47 DEGREES 55 MINUTES 07 SECONDS EAST 137.0 FEET; THENCE ALONG THE BOUNDARY LINE OF SAID TRACT D, SOUTH 79 DEGREES 46 MINUTES 00 SECONDS EAST 145.78 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM ALL CONDOMINIUM UNITS IN BUILDINGS A AND B, APOLLO PARK AT VAIL ACCORDING TO THE MAP THEREOF FILED FOR RECORD AND CONDOMINIUM DECLARATIONS FOR APOLLO PARK AT VAIL. Form AO/CHI Chicago Policy No. 72106-1401878 Our Order No. VC50009134*2 Schedule B LTG Policy No. CTAI50009134*2 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: General Exceptions: 1. Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. TAXES AND ASSESSMENTS FOR THE YEAR 2006 AND SUBSEQUENT YEARS. 6. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 11, 1899, IN BOOK 48 AT PAGE 475. 7. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 11, 1899, IN BOOK 48 AT PAGE 475. 8. TERMS, CONDITIONS AND PROVISIONS OF GROUND LEASE RECORDED SEPTEMBER 05, 1978 IN BOOK 274 AT PAGE 693 AND ASSIGNMENT THERETO RECORDED NOVEMBER 17, 1978 IN BOOK 278 AT PAGE 682. NOTE: ASSIGNMENT AND ASSUMPTION OF GROUND LEASE RECORDED JUNE 27, 2006 UNDER RECEPTION NO. 200616928. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF VAIL VILLAGE FIFTH FILING RECORDED 11 12, 1966 AT RECEPTION NO. 102538 AND THE RECORDED MAP OF APOLLO PARK AT VAIL. 10. TERMS, CONDITIONS AND PROVISIONS OF SERVICE AGREEMENT RECORDED SEPTEMBER 20, 1978 IN BOOK 275 AT PAGE 599. s Form Chicago Policy No. 72106-1401878 Our Order No. VC50009134*2 Schedule B 11. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION, OR NATIONAL ORIGIN, AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 15, 1965, IN BOOK 187 AT PAGE 353, AMENDMENT RECORDED AUGUST 27, 1984 IN BOOK 393 AT PAGE 492, AMENDMENT RECORDED JANUARY 15, 1987 IN BOOK 455 AT PAGE 933, AND AMENDMENT RECORDED AUGUST 2, 1989 IN BOOK 488 AT PAGE 378. 12. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION RECORDED SEPTEMBER 05, 1978 IN BOOK 274 AT PAGE 696. 13. TERMS, CONDITIONS AND PROVISIONS OF CABLE TELEVISION EASEMENT RECORDED JANUARY 08, 1997 AT RECEPTION NO. 611627. 14. THE EFFECT OF PLANTERS, ROCK WALLS, STORAGE CLOSETS, DECK AND STAIRS WITHIN 30' EASEMENT AS SHOWN ON SURVEY PREPARED BY EAGLE VALLEY SURVEYING, INC., DATED 8/16/05, JOB #806.2. 15. THE EFFECT OF WOOD TIE ALLS, ROCK WALL, FENCE, STAIRS, ELECTRIC TRANSFORMER, TRASH ENCLOSURE, ASPHALT AND PLANTERS NOT WITHIN SUBJECT PROPERTY AS SHOWN ON SURVEY PREPARED BY EAGLE VALLEY SURVEYING, INC., DATED 8/16/05, JOB #806.2. 16. THE EFFECT OF FENCE AND WOOD SHED WITHIN ACCESS EASEMENT AS SHOWN ON SURVEY PREPARED BY EAGLE VALLEY SURVEYING, INC., DATED 8/16/05, JOB #806.2. 17. THE EFFECT OF FENCE, STAIRS, ROCK WALL AND CONCRETE AND STONE PAN WITHIN UTILITY EASEMENT AS SHOWN ON SURVEY PREPARED BY EAGLE VALLEY SURVEYING, INC., DATED 8/16/05, JOB #806.2. 18. CLAIMS OF RIGHT, TITLE AND/OR INTEREST IN THE PROPERTY BETWEEN THE EASTERLY AND NORTHERLY BOUNDARY LINE AND THE FENCE AS DEPICTED ON THE SURVEY PREPARED BY EAGLE VALLEY SURVEYING, INC., JOB # 806.2 WHETHER SAID CLAIMS ARISE BY ABANDONMENT, ADVERSE POSSESSION OR OTHER MEANS. 19. DEED OF TRUST DATED JUNE 13, 2006, FROM LUNAR VAIL, LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF WESTSTAR BANK TO SECURE THE SUM OF $10,500,000.00 RECORDED JUNE 27, 2006, UNDER RECEPTION NO. 200616929. Fgo~ g4a~~,r - ■ d c IL di N on c E m c 0 E c O O~ u c O an u Y 4c j to x a W O O L- a 3a O H L a.+ 7 O N 3 d Etta 0 d R an l7 d ~ dm > +r u w E on R c ac c0 W W ~ C `ii o u on a c o Y ca a~ o 0 Baia 3 ca 0 0 ~u N d co W 0 3~ d L- 4) c R a W o E o a :c on E c o N C X O wv N Y v~ 3 o o ~ a ~a O N 3 m I J X J z J '0 4 zI wN J w QZW IL O J IV J V x H c L Q v-A w> LU ~aQ J Nd cv z ~wR zNd w a o - - - - - - - I - - - I I I J W zz I ~ zW 6 I W m OL w p O m cv I p~ Q w W I Tea Nd IL L95 M3 UJ I ~Q -rvnn3 ~dn~3 Q W w ~w0 It J V ,arc-,O w z 0 D- n 6 0 .o m om s m O ~ ca o O O a an © E C C Q m -Q V E •CL o f~ r a c W O p Q a a~< O W cM p~Z co a pX =Q 10 wLL I p •XZQF I x I~ O Wtf1~Z~J QQOO IL a QQ tuLu z z3WW mg QQ F W z~ Q WW WQ zz z~ Qo Q ~W W 0c0CL m0 Y a- U- a_F .0 a_ IQ d ,~diban a~ai~ .Z-101; v QLL +1 r7 W W j Ll I_ W a V Zy I I I x I X~ Jl O N wQ w~ W w ww wQ m zz XO}OK w _ b ZZ? zf z~ Q za zO .mo v2a aLL m~~ aF- a .F- a0 a- c 0 v w If L 0 Z c 0 v LL! N 3 ' ILOL W W< x ~z I x 10 QJ WJ1~QJ : lb WQ LU ~ W W z 3 ~z ~ z QQ z QQ ? QO Q~n t(lmamO a1L a- -1 ft-O ViV ~m 01 za 9 Z zI zz F- Q_- `xxOlyw~ QQ FxQ QFY QO QQ It (a IL In 0 a- LL d) 0d) It- av a-1 c 0 w 0 N 0 N W i-1 N f0 LJJ J C 0 L r U Q t SJ Q N m C O O m 0 O N ~ 00 N ©CL W E on =3 c E O co C ^ 0 W U E u LU O 00 Q a a~Q W ce) u Q ~ Z _ co U Q . It IJ t =:~w is n. ► ,~,+:'K <"S ~ ,.,;q, ; ~ Jrr~-r 41 zis l1w . 4 AF f +y ~ ~i f 1 s, i w.~~~ cam( u.~; s. $ ~ 14 J tit 4. ..1r.1►,~~: ~ a t~ .i ~ ~ri~. ■ The double top rail gives the perfect accent to almost any residential or light commercial application. F tj }8' 60" 58' 7 Spear A traditional look, secure yet attractive B' 3u. 60' 58" Y Spear 3-Rail A traditional look with the added elegame of a double top roil. Attrodive and effective. Ti 1 60" 58 - Staggered Spear Altemaling pickel heights give this fence a go c flair. Premier"' Ornamental is available in the 11'(MA RETAINING POD HU58ERGROMMEI 5+3SQ PFcwE~ sn6-01A Hu F IN PICKET 2' 50. POST WITHCAP 7 - t y 111"'' n,^tr.c.veRAIL V" FORERUNNER 23132',0 HOLE RAN. IN TOP OF FAR ThRU HOLE EACH FNIJ FOR POST MOUNTING LINE RAIL BRACKET WITH 8011", Detail Illustration 6' on S' lence 8' an 6' high (once SPECIMEN A SPECNREN 0 SPECIMEN C One (oat of block point one coal of blade pw one we of printer and e . 51~ om dnL *mow. ON cm of Work point ores :deal. SALT SPRAY TEST- ARM 9117 bwo""ere Test lob 2"*L Each of M spKnm wes sorbed (ASTM 01654) Who cW 6000 docwmtegqtodmbmermkl.The pdlm we l ar ;:posed b a 5%sdl ssppg 1ASIN BI I I) ad tveleoMd pmM&dy oo depne al rustne md/or ary drge n eft csa4np. Spmmn A 1m rmoasd ohm 100 hoar:. stir i andCwerormmvddw200hoas lhetdwx sperimm:hand the fafbwbq rewlk d w w"'AAc(ohg shdl s aa d echmshdy od dime w rWakeq the w6e its when eft spmimeas were caged, she mdal &q dw saie keaAasAsbkiuWor wesmlyre.wred. The aum ronq was a TIN lm of awing (ward poroble raleg). =0 emrar0 - after 300 hours. Remwbwere iaenD-6restEWabroblely icecmiq omed! the_11MIATINSNeN I-oasiaimIDAMa1m1110 apuedb lbe saR grlOg eswrsafw wrrprgl ae fK heeim"' ammtmd rmolrd dTI best "A6 rabg 'i r? RESISTANCE TO CORROSION CREEPAGE SPECIMENS RATED PER ASTM D16S4 9 a 7 6 S e< 4 3 2 1 0 SPECIFICATIONS Sather 02830 Oraawetdd ka Food" mom* A w corapromisnp the W" of 00 WA. L lAce pamthshd be imersd ima!he pre jwKhW 66 is dm rink Pkkms Sid be wmbd 6eaph the armmnek w dtt tha pmdried bo!m is dm pkkets otipn nth the ietaird upper roceway of the refs. C. A 1/r&mw pdvaird stool reiok*q rod sled then Mir mtaduleeftappraewayofeftrefs rhroeph tM pradrid 66 in emh piker. D. (arapiaiad wclaasbd be caPableol srapaMq a 250 pond bad at mid-" witheW pmnmom defamam. Caepimed sm6om ea. rode up M 24'9 0' L Posh shoo have a guere app lmdy ofhsed to die "Wdq end. F. Cates sled he fakicmed mine 16sam mmeial as for IM cargluN h.dn1 sworn, pit kwwmk Ad have the sarm cross wooral Armnsom as the Pia! folk. 1.01 work l slum The wand m steal proride A bba, met. ad 2.01 Sappier The ar0 w wtol 11144 Syslem shat c;tdlrm le D. (owed golm and scud fame compmmA shot be apoWe of nitbomdnyy 500 hour of soh spray twang, 2.OS 1A m ally A. The orwemnd nrerol here W M shd ht A a amssayiwmmnhay la the wta0uiea of der maammealotdFero "con d;indhereer of (spook Msaw-bole, W. aossk Pre"Ver Ornmrmal erylelspedlysylekanaptbnsm wiflw veep, as ;;;died in ASIM 9117. a rmen IO-year wow avrany ww slefom in nmwwkwimcuklasw. poobro6w). 1.0 2 NOW Work hemimrwMwmRwatm). 2.02 Materials L04Fohrkelia A.Pldceh,rmkendposkshaibecuttospeAW btqfk Rdsshaib;pudadbacepspickek Pidcekshd 2.71e.rrraomeWmudfunshatir"a1reMn 1DywrirdMdwswryendmsoaCegeOoiMaedirsa 02 rork dn section 030__Coname A. Al pommy lance monomers, Pdcess, rmk end pasts slmlbemumleftdfrommlooelk oyi@M dcU to accept retolrirng rods. tatting prc ing ad kiingshdbedone PWtoE Ongb(oche; ~ imildlerrc wmwy, 1.03 Systs Description Y6 maauhdam U** 0 raid omoerertN hacp sysbm of dm desipt, style, -no and picker veal de11td berm.- The gsbm shot inclWo d cm pmmrrk; pkkeh, 4% pmh, pees and hordwme as required. 1.040aityAssurance The Metraw sled provide lobmers and sw wAn who ae*woolwyhmiawith thetypeof co wwkn i,ekd ed dm moteriak ord w1v igms specified 1.05lofwwm ASTMAS13 %dadSPeci&mlera(Orlkft- Reshtoarweldd faker ad AOq sM;i Mmbaolcol Tubing. ASTM AS26 - SpadicmMn for SMaI Shun, UK-Cooled (Calvanind) by dm Ral-Dip Proem ASTM 1117 - Standard Tot Mmhad of Soot Spm (Fop) Tafiq. ASTM DI 654 • Evolution of Poislsd or (odd spaomm so*m le Coerosiw ["woanuaes. I A solmbtal hobnt Ewabn od wrmty sled be sahMd prim b irub100011 b cmfw c00e0icl" with eft repi* moms 6 the moons ssperified in this umdon. 1.07 he6a Nanirlaeol s" Upm ramp at eft posit d morrids shoo b. inspaad b wsae dot no dowcop occurred during dippirg. Mmmiah sled be *red in such a rmmar as so V" damage, vwAo&m ad theft. seaapk of 40,100 psi and a Mmae shagdu of Sa,000 Ps. L Al pinery lmling wmponmh; Pi(kah. ids ad pmts shoo be pdvaioed by dw her &P Frees b moat N requirements of 4w AS26 ad Adlove a aiaimutLaM"d OMOf-60KJq.0.IM*4 &w 4w 63m). C. Pickets sledM5/r411pt.,Aroldsta to kq mooofecwd p ASTM A513. O.Rokshdbemrkdl6pa.caldraladsteel. The aoss-sadmol shop of dr (A Ad (;reform b All mmalaauers laerurnrw'd;dpu, lMam uctiosel ouki66masiaholdtrakshefb 1.1/rq. Earle ref shot have o mire mm wmph of 1.33 ponds per foot. E. Posts shat he t q,15 p<, rob mld stool towl mmulaMSdpwASTMASI3. L03 Web A. GolwtQed stool fence aagarrth shoo he sAOLId to a lie smp work and pre-traatnMm m00 imhrdo a rinc phesp deer and a noo-clnenift soahr. L6sh nfroclOWherecmrpomwksled6thbe coaled wish 0 immel plycide* *w "WNW m a hontprwus free-Owing powder "h oppkd e6dmOsh* b aim" a dry Nm *aim of 2.4nok C. Color skdbe lseleaapdmkam aarem aemk Hama Oraanmad Maan.e). I O-YEAR LIMITED WARRANTY 3.01 Prepmatim kI New msiehatbe Simi be kid oo1 by eft cwdrasta h aaord0me with de mrnhactim pious 102' 1 In A.5e1fm1 PM0lrl-S/rmvenlai I/r.W go p 6 p to spociid In dM Canaudm drmings. Pack shod. nr mwmn of lr iuo eft pound Od at in mnaeM. L Allah hbrkerd ptlb Peers using vet rd 6racltts wpp!led b7 eft mamboAUOr- C kiaaR pea bpattafinp boo m hadwae srgpid 6y mom d«.kenra~ 3.0a (onhctm thddean t6a jobsBe of censkatim d.bris. sowicoh mwboabchagewidthnote MASTER * HRLCO INC z (orporate Office (800) 883.8384 he4IT31M (apygY Oaaer IYke, Y. IM/ ARripesnwrred Clossk Prmltliw 3-Step Coating The optional post-fixing bracket supplied is for mounting the Top Pull latch model to gates, enccs without an extra-high post. For gates and fences with round posts, the TP and VP models include three round post adaptors. AN) note the ji optional 1~1J adjustment piste. which provides horizontal adjustment of the latch. Latch can be ma to fences without extra-high posts. Round post adaptors. Three adaptors allow latch to be mounted to fences and gales with round posts (see top adaptor tooj Adjustment piste. Caters for the common offset between gate and fence and allows horizontal adjustment A striker body (before and after installation). WARNING THIS IS NOT A CHILDPROOF LATCH: R OFFERS CHILD RESISTANCE ONLY. Swimttwtg pool jellies, gates ad gob Was infirm solostdltle for aduh supervision. When ruing these lathes on *rwniag Pod gores, tonsuh IM apPrii k to Intel authorities fa all reipiieneetds. • gust nesulk requre belies to he ntsirrici ell regularly if sumandbobs wesimkept firmly Nhbnedondlberehase knob and odor waking pats not kept hoe of sond and filler debris rile perkmiante of lakhes may be impaired. Lotbes are not designed in operoe of temperahres below 321/01. • These Within will operate properly sly if woolled and maireaited'm ottadante wish the momfadaer's etstrudio ns. 0fRued, -Infactumw & paXM pnlding tn•. 1)&D Technologies 192 Harhord Rd. Brookvale 2100, Australia Tel 61-2-905 X04+ Fax 61-2-905 `011 TOP PULL MODEL Knob shrouding Release knob Prevent.; Provides easy and children convenient latch using long opening for adults objects to Lihs vertically. manipulate release knob I I • .I l Key lock i Adds extra security fi and safely to the latch. Removable. Mounting bracket 0 Provides simple installation and secure. one-way coupling of latch body to high posts IVM177 =711M LATCH BODY Fixes to the fence post Latch bolt (cadmium coated) Cleverly concealed within main latch body. Retained internally until influenced by magnet. Screw slot Latching slot Safety Allows vertical Provides secure shrouding adjustment of latching and Stops children latch on post allows some manipulating lateral tolerance latch bolt for latch bolt / Safety ramp fi Allows up to _ A of gate sag and prevents children from Nut b bolt disengaging Ensures striker latch by body does not pushing shake or f gate down vibrate loose "Permanent" magnet Superpowerful magnet lineman ensures reliable STRIKER BODY lasting latch operation Fixes to the gate. Gate stop. MASTER ® NALCO INC. e Tire Pmjessional's Choice jar Fencing Products LOCATIONS NATIONWIDE Corporate Offices • (800) 883-8384 • La Habra. CA The Top Pull model is ideal latch for swimming pu gates. The latch release knob is designed to sit above the fence out of reach of small children and is key-lockable for added security. With the addition of optional fitting brackets and adaptors with each latch (see far left), the popular Top Pull model can now be fitted to all gates and fences, regardless of shape or size. The Vertical Pu0• is a shorter version of the Top Pull. 11 carries all the same features and is suited to most gate applications. It is also key-lockable. The small Side Pull' latch offers a less-obvious altemative to the lockable models and can be used on most household gates. When installed on swimming pool gates, both the Vertical Pun and Side Pull models must be used in conjunction with appropriate gate latch shields. or according to local laws and regulations. to guard against entry by toddlers. `ona~ t FEMINISM= Wff edcix5 10"14 SIDE PULL MODEL P AGNA0 LATCH The world's safest pool gate latchl The exciting Magna-Latch gate latching system is revolutionising the reliability, safety and child-resistance of swimming pool gates. It's a concept so advanced it boasts awards for design excellence. The two-part latch designs are brilliantly simple. as the gate swings _ shut a powerful 'permanent' magnet (which lasts forever) draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch, and two models are key-lockable for added toddler security. The magnetically triggered action means Magna-l-itch incurs no mechanical resistance to closure, and so suffers none of the sticking, jamming and sagging typical of 'mechanical' gate latches. imagine a gate that latches first time every time! With no mechanical interference to overcome, Magna-Latch provides unprecedented performance and reliability in a strong, high-quality latching device. Best of all, the latches can be adapted easily to any new or existing gate or gate material (square or round posts) in a matter of minutes - no milling, no hassles! Try Magna-Latch. You will never again have to install old-fashioned, unpredictable mechanical "rattlers". FEATURES AT A GLANCE. • Magnetically triggered • No mechanical resistance to closure • Adaptable to all gates • Fully adjustable • Child-resistant • 12-month warranty M U S L U M S 9 l t t 7 1 0 H a V t n N 'i V y O w p 1 a' N in m .4 N k C a v 0 L O N • C • Nq c N ~ • a 7 3 7 0 V O C O L X h E y y .C :0 O N 'E m - 3: N ed y .9 O t O 1 I 7 O N V y L. L 7 7 Y O~ . 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J U r H o;F- u o f%J d t = 3 a m ~ c ?3 ~ T a 4C C Q U L' V a ? 7 ei O a y a O v E q a C r .3 ~ Q ~J SQ+ ~ N O ~ H A y] E N Q $ Q1 Y9 3 m g J m J O Q T T T A ck LEEEE-J. 03 r- d O .Q ~ V J O C ~ N ~ ~ fJJ p m ~ - h [IJ 'p J _ c 0 fD O1 O1 O lC 40- .E O a o L~ O e c~ (u N E$D ~ ~ H Vl li- (L S ~ J V1 C N W a > ~ N F- = E o m Y N A Er LLI - '2 N ) f6 C1 0 fa C O Q~Q ) O N (C E O to 0 a m 0 E 0: U U) Y F- F- C J a' O L a) ~ r CL ~ fn a O f~ C 61 dl Co J~>,~ Y N