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Home My WebLink AboutVAIL POTATO PATCH FILING 2 BLOCK 2 LOT 8 A VAIL GYMNASTICS FACILITY CONSTRUCTION 2 LEGALort r""r oF coMMriNrry o"*ro"#*,TOWNOFVAIL 75 S.FRONTAGEROAD vArL,co 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 551 N FRONTAGE RD WEST VAIL Location.....: 551 N FRONTAGE RD RED SANDSTONE SCHOOL ParcelNo...: 210106302013. projectNo : ? RIOu_{S6Z_ OWNER EAGLE COUNTY SCHOOL DIST RE O9/OT/2004 Phone: PO BOx 740 EAGLE CO 8L 53l_ License: CONTRACTOR GORE RANGE ELECTRTC 15794 COLORADO RIVER ROAD GYPSUM, CO 6l-o5 / License:136-E APPLICANT GORE RANGE ELECTRTC 1.5794 COLORADO RIVER ROAD 09/07/2004 Phone: 970-524-1,L1,8 09/0L/2004 Phone: 970-524-ILt8 GYPSIIM, CO 8163 7 I-,icense: 135-E Desciption: NEW CONSTRUCTION OF VAIL GYMNASTICS Valuation: $45.000.00 FEE STJMMARY Permit #:E04-0160 ISSUED 09/0t/2004 09/20/2004 03/19/2005 Elecrrical------> DRBFe----> Investigation.--.> Will Call-----> TOTAL FEES.) s810.00 $0.00 s0.00 93.00 $813.00 (s813.00) $0.00 s0.00 90. 00 Total Calculated Fe€s*> Additional Fe€6------> Tot8l Pemit Fee-----> Payments--------------> BALANCE DUE.-...-.> Approvals: ftem: 05000 EIJECTRICAIT DEPARTMENT 09/07 /2004 cdavisItem: 05600 FIRE DEPARTMENT Action: AP Per Ernst G CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIEI-rD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in frrll the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the inforrnation and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. 479-2149 OR AT O(JR OFFICE FROM 8:00 AM - 4 PM.REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AD L-_ CONTRACTOR FOR HIMSELF AND OWNER AppLIcATroN oulno, BE AccEprED rF rNcoMpLE* Clun' TVWtl0Fvtn 75 S. Frontage Rd. Vail, Colorado 81657 Project #:o{ -ooo?- Building Permit #: Electrical Permit #: 97 0-479-2149 (Inspections) CONTRACTOR INFORMATION Electrical Contractor: a,: ; ;-, i:.,,i,"" r:/,j Town of Vail Reg, No.: F r ]ri E-Mail Address:' Contractor Signatur-t{ --I,/ I /'*,//^ 1,1 PLETE SO. FEET TO( ttEW BUILDS and VALUATIONS FOR ALL OTHERS (labor & MateriatscoMsQ AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $t9 Contact Assessorc Office at 970-328-8640 or visit for Parcel # Parcel # JobAddressi-r-/ /U, fiJob Name: L/, Detailed descriotion of work:,tfr/tzt Q f ^ WorkClass: New(,)/Addition( ) Remodel ( ) Repair( ) TempPower( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( ) Exterior ( ) Both Qzf Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other (r.t' No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: for a hot tub: Yes ( ) No Ooes -a fire Sprinkler System Exist: Yes (",2\ No ( )Does a Fire Alarm Exist: Yes (r7 No ( ) *********************i*****************FOR OFFICE USE ONLY***************'i*t'*****************"* \\VAiI\dAtA\CdCV\FORMS\PERMITS\ELECPERM, DOC 07 t26t2002 TOWN OF VAIL FIRE DEPARTMENT 75 S.FRONTAGEROAD vArL. co 816s7 970479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLERPERMIT Job Address: 551 N FRONTAGE RD WEST VAIL Location.....: 551 N FRONTAGE RD RED SANDSTONE SCHOOL ParcelNo...: 210106302013 Proiect No i --:-, --,--.,' \2 \<TOr( -(-)oo < Permit #: OWNER EAGLE COI]NTY SCHOOL DIST RE 08/25/2004 PO BOX 740 EAGLE CO 81631 License: Phone: CONTRACTOR EXCEL FIRE PROTECTION, INC. 08/25/2004 Phone: 970-434-4803 536-31 1/2 ROAD #B GRAND -JUNCTION, CO 815 04 License: 544-S APPLICANT EXCEL FIRE PROTECTION, INC. 08/26/2004 Phone:. 970-434-4803 535-31 1/2 ROAD #B GRAND .JI'NCTION, CO 815 04 Li.cense: 544 -S Desciption: INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEM Valuation: $7.309.80 .rr,i*rr*1r*r*lr,r*r*,rrrrr.r,..r*t**'r*||.rrr:**r*.*'r,!:r*r.t***'r**trla**+,1)t,l*** FEE suMMARy F04-0046 ISSUED 08/26/2004 10/08/2004 Mechanical--> Plan Check--> Investigation-> Will Call-----> S0 . 00 Restuarant Plan Review--> S350.00 DRBFee-------------> so. oo ToTAL FEES----------> s3.00 S0. 00 Total Calculated Fees--> S0. 00 Additional Fe€s-----> 5663 . 67 Total Pemit Fee--------> Paymants------------> BALANCE DUE-----> s663.67 s0.00 r*,r* ** *:t,***++* *+ +*,*:i,l,t* *,t *,t* *,1:i t*,1+iil+,*+*,rlia'***,.**t Iten: 05i-00 BUILDING DEPARTMENT Ibem: 05500 FIRE DEPARTMENT L0/06/2004 mcgee Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE Action: AP CONDITION OF APPROVAL REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, flrlled out in full 0re information requird, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniforn Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR IIOLIRS IN ADVAI\CE BY TELEPITONE AT 479-2135 FROM 8:00 AM - 5 PM. SIGNATI.JRE OF OWNEROR CO i'{'*******t************+ * ************************ * * * *t***++************:t'}*'t*'t'i,t,i,i***lt*'}***** * TOWN OF VAIL, COLORADOCopy Reprinted on 10-0E-2004 at 09:18:13 Statement *** *******+********************,}*************** * * **f+*+********************+**+************ * Statement Number: R040006513 Amount: Payment Method: Check FIRE PROTECTION r0/08t2004 $663. 67 08 / 25 / 200402 t34 PIulInit: JSNotation: #61930/EXCEL Type: SPRTNKLER PERMIT RD WEST VATL RD RED SANDSTONE SCHOOLTotal Fees:Total ALL Pmts : Balance :**'t*+t***+***:f*:t:t***********f**+*********f+**'tt*t***************+*************************** ACCOUNT ITEM LIST: Account Code Descript ion Current Pnts Permit No:Parcel No: Si.te Address : Location: This Pa)rment: BP 00100003111100 PF 00100003112300 wc 00100003LL2800 F04-0046 210L06302013 551 N FRONTAGE 551 N FRONTAGE +ooJ. o / $663.67 s663.67 s0.00 SPRINKI-,ER PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE 3LO .67 350.00 3.00 ,o*,io' u'orr rt*, o..o*rr"*!VAIL FIRE O"O*''"*' O 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2t35 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT PCrMit #: FO{-0046 B<-r-t - oo'{ ( Job Address: 551 N FRONTAGE RD WEST VAIL Status . . . : ISSUED Location.....: 551 N FRONTAGE RD RED SANDSTONE SCHOOL Apptied . . : 08126/2n4 Parcel No...: 2101M302013 Iszued. . : l0l08l1C{J/. ProjectNo ' ?R.SO,-I -acoL Expires. .: 07ll3l2Cfl5 OWNER EAGLE COI,NTY SCHOOL DIST RE O8/25/2OO4 PhONC: PO BOX 740 EAGIJE CO 81631 Lricense: coMrRAcToR EXCEIJ FIRE PROTECTION, INe. 08/26/2004 phone: 970-434-4803 536-31 1/2 ROA.D #B GRAIilD iIITNCTTON, CO 81504 I-,icense': 544-S APPr_,rCANr EXCEL FIRE PROTECTION, INC. 08/25/2004 phonez 970-434-4803 535-31 1/2 ROAD #B GRAND iIIINCTION, CO 815 04 Iricense: 544-S Desciption: INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEM Valuation: $7,309.80 ,.t!*iN+**{.***:},F+:t+:F:*:}:*:**:}***,t *****+,t***** FEE SUMMAIIY Mechanical-- >S0.00 Restuarant Plan Review->$0.00 Total Calculated Fees--> $9?4.34 Plan Check-- > 5350.00 DRB Fee-------------->$0 . 0o Additional Fees------ > BALANCE DUE--------- > PaymenB---------- > $974,34 $0.00 $0. 00 Investigation- > $310.67 TOTAL F'EES----------> S9?4.34 Totrl Permit Fee----- > $974,34 Will Call----- >$3.00 IIEIn: O51OO BUIIJDING DEPARTMEI{IT IICM: O55OO FIRE DEPARTMENT L0/06/2O04 mcgee Action: Ap CONDITION OF APPROVAL Cond: 12 (BL,,DG.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIjANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in frrll the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances ard state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto, RTQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPIIONE N 479-2t35 FROM 8:00 AM - 5 PM. TOWN OF VAIL, COLORADO Statement + + + ++S+********{.{.x.*'},i.*****{t{t*i!ir*ir+********4'**'t'** * * ********************+**'t*'S****,F*******,}*,}* gtatement Nuriber: R050000036 Amount: $310.57 oL/21/200508:54 AM Pa)ment Method: Check Init: DDGNotation: Excel Fire Protection, Inc. 52553 Permit No: F04-0046 TlT)e: SPRINKLER PERMIT Parcel No: 2101053 02 013 SJ.te Addrese: 551 N FRONTAGE RD WEST VAII., tocation: 551 N FRONTAGE RD RED SA}IDSTONE SCHOOIJ Total Feea, 5974.34 This Payment: $310.57 Total ALL, PmtE: $974.34Balance: $0.00 ACCOTJNT ITEM LIST: Account code Description Current Prnts PN OO1OOOO3153OOO INVESTIGATION FEE (FIRE)3to .67 ooo rvwv0Funt 75 S. Frontage Rd. APPLICA TION WILL NOT BE ACCEPTED IF INCOMPLETE OR Project #:ov.0oo z Building Permit #: Sprinkler Permit #: 97 0 -47 I - 2 1 3 5 (lnspcsli eas) Fire Sprinkler shop drawings are required at time of permit submittal and Vail. Colorado 57 without this information: IC.E.T. Level lll (min) stamp. mitted FE Reg Contractor. VALUATIONS FOR ALARM PERMIT (Labor Q Materials)4z Soq_ gO FireSprinkler: $fuffi: ent c lic ca CONTRACTOR INFORMATION Fire Sorinkler Contractor:Town of Vail Reg. No.:Contact and Phone #'s: Artni ^,.t .n - I [w Cantact Assessors Offrce at 970-328-8640 or visit for Parcel # Parcet# TlDlD (eZD ADB Loo.r.reme; )ih i i hq,rnnasb. s Ffuf )i.rU ( Ker{s'fzr m€ - fl *tv"e,-t 4>t n.l,9r hrvJ\J JooAodress: 55l llPn*h LVOfttaA<Zrv+d h)e'--f. Legal Description ll Lot: ll Btock: I Filing:Subdivision: wf{?yffidl,vx4 of va.i t ll^ddress: )3.)q trtK Hnin 6^ llen ".g1g/41q_ I 1ag 'ns'n""" Er I L- 9/rJ-ey ll Eifi'}P+f^FY?;E*;;AW Detailed Location of work: (i.e., floor, unit #, bldg. #)fr,t Lhe- nt^s 4VWtlzttsb'es lhct'/t&,t Detailed description of worl;r*lala*ot t o/ auhrr?a+ e J,' y^L SOn'nKJer 5as*ky') J'- Work Class: New(tf Addition ( ) Remodel ( ) Repair ( ) Rerro-fit ( ) Other( ) Type of Bldg.: single-family ( ) Two{amily ( ) Multi-famity ( ) commerciat ( ) Restaurant ( ) other(r,,)' No. of Existing Dwelling Units in this building: D No. of Accommodation Units in this building: 4) Does a Fire Alarm Exist: Yes ( ) No (gf Does a Fire Sprinkler System Exist: Yes ( ) No (*f .HEUf tVEgi***********************FOR OFFICE USE ONLY***************tr********************* \Wail\data\cdey\FoRMS\PERMITS\SPRKPERM, DOC 07 /24t2002 Oto 'i i'f J.VC;s,q ;f os - l,o-l $crosfi ol 'l't'l*l:*!*!*****+l****i+***+'f* * * +1' 't 't +t+**!t**** * + {. tr** {.** * +***** *i+*** +* * ** **:t** * *+ * * * ******* ** * ** TOWN OF VAIL, COLORADO Statement l*+'tf '|'l+***'* *+'l 'f {.*f d'***+***t *l*l.r}*rdrd.*{r*** r. * **t**** ****,} 1. * *t"t** * ** *'f ****{.* * a* * * '} ********!t't*a statement Number: R040006513 Amount: $663.6? 08/26/2OO4O2:34 pM Palment Method: Check Init : ,JS Notation: #61930/EXCEL,, FIRE PROTECTION Permit No: F04-0046 T)E)e: SPRINICLER PERMIT Parce1 No: 2l_01063 02 013 Site AddTess: 551 N FRONTAGE RD WEST VAII., Location: 55]. N FRONTAGE RD RED SAIiIDSTONE SCHOOI-, Tolal Fees: 3663.67 This Palment: $653.57 Total ALL pmts: 9663.67 Balance: 50.00 'l**t*****:***+*'l**t****+******'t***a+*:l++++***t+*****!r********:t******!t***{.***{.'r,r*r*t ********** ACCOT]NT ITEM LIST: Account Code Description Current Pmts BP OO1OOOO31111OO SPRINKLER PERMIT FEES 310.67 PF 00100003112300 PLAN CHECK FEES 3s0.00 |/C OO1OOOO31128OO t^lILL CALL INSPECT1ON FEE 3.OO EXCEL FIR'I PROTECTION. INC. LETTERh 536 31 /"Road Grand Junction, CO 81504 Phone: 970-434-4803 Fax: 970434-0802 E-mail : excel@excelfire.com To: Town of Vail 75 S. Frontage Rd. Vail. CO 81657 WE ARE SENDING YOU: THE FOLLOWING ITEMS: TEST RESULTS r/ erucloseo SUBMITTALS COPY OF LETTER UNDER SEPARATE COVER REQUEST FOR INFORMATION CHANGE REQUEST TRANSMITTAL VIA UPS GROUND CHANGE ORDER DATE: 8t25104 JoBNo.04-1808 ATTENTI9N: Joe Suther RE: VailGymnasticsFacility 551 North Frontage Road West Vail. CO 81657 coPtEs DATE NO.DESCRIPTION 1 8t25t04 Permit Application 1 8t24t04 State of Colorado Plan Reqistration Form 1 8125t04 Check for $663.67 5 8t25t04 Submittal Manuals 5 8t3to4 Submittal Drawings THESE ARE TRANSMITTED AS CHECK BELOW: ','/ pon nppnovnt FOR YOUR USE AS REQUESTED { FOR REVIEW & COMMENT REMARKS: For your approval, review and/or comments. Please return 4 submittal manuals and drawings to our office, along with the application and registration form. Thank you! Carrie Everding COPY TO: SIGNED: C: Contractors Name MailingAddress Telephone No, Name Svstem Test Signature STATEOFCOLORADO DNISION OF FIRE S/4FEry PLANRECISTRATIONFORM contractorRegistrationNumbe, A1- O'/ I.\ zis.,',e rysry/ (Certified Fire Suppression Inspector)Certification No. Iurisdiction Comments (for additiond comments use eqrarate sheet) Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire dePartment. Copy to contractor and copy to building owner upon completion and sign-off. t EVELOPMENT 50,00 Total Calculatcd Fc€s-> 5628.00 50,00 Additional Fee-----> (S628-00) 90.00 TCTTAL FEES------> 5628.00 Total Peimit Fee--> NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES MECHAMCALPERMIT Permit #: M04-0161 Job Address: 551 N FRONTAGE RD WEST VAIL Status . . . : ISSUED Location.....: 551 N FRONTAGE RD RED SANDSTONE SCHOOL Applied . . : 08/2012004 ParcelNo...: 210106302013 Issued. . : 09/09/2004 ProjectNo t ?RSO.( -&oL Expires. .: 0310812005 OWNER EAGLE COI,NTY SCHOOI, DIST RE 08/20/2004 Phone: PO BOX 740 EAGLE CO 81531 License: CONTRACTOR MID COUI(IY PL(JMBING & HEATTN0S/20/2004 Phone: 970-468-4924P- O. BOx 23L86 SII,VERTHORNE, CO 8049ILicense: 225-M APPLICAIIT MID COUNIY PLUMBING & HEATIN0S/20/2004 Phone: 970-468-4924P. O. BOX 23L86 SIIJVERTHORNE, EO 80498 License:225-tq Desciption: IIVAC FORNEW CONSTRUCTION OF VAIL GYMNASTICS Valuafion: $24,140.00 Fir€placc Y # ofGas Appliarces: 0 # of Cas Ings: 0 # of Wmd Pellet 0 r.*'rrrla:r*!aa'r*ar']*ra'l'rrarral...r*ra:|aara:rar'a..a.a'r.'rraa*a.a.a..arirair FEE suMMARY TOWNOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2138 Mechanical-> 5500 . 00 R€shrdant Plan Review-> PlanCheck--> 5125.00 DRBFe--------> lnve*tigation-> Will Call----> tt**"*, oF coMMUNrry D s0.00 s0. 00 s0. 00 s3.00 PaFn€nts---------> BALANCE DUE_--.> Item: 05100 BUIITDING DEPARTMmflf 09/02/2004 cdavis Action: AP Approved as notedItem: 05600 FIRE DEPARTMENIT CONDITION OF APPROVAL Cond: 12 (BIJDG. ) : FIELTD TNSPECTIONS ARE REQUTRED TO CHECK FOR CODE COMPLIANCE. Cond:22(BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE t997 Vl'lC, OR SECTTON 701 0F THE 1997 rMC. Cond:23 (BLDG. ) ; INSTALI"ATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CIIAPTER ].0 OF THE ].997 UMC, C}IAPTER ]-O OF THE ].997 IMC. Cond:25 (BI,DG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CFIAPTER 8 AND SHALL TERMINATE AS SPECTFIED IN SEC.8O6 OF THE 1997 TJMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMEIWI MUST COMPLY WIfH CHAPTER 3 AND SEC.I-01-7 OF THE ]-997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond:31 {B;. ) : Borr.,ERS s}rALL se Mffino oN FrJooRs oF, NoNcoMBUrrh coNsr. rrNr,EssTISTED FOR MOI'NTING ON COI,TBUSTIBLE FLOORING.Cond: 32(BLDG.): PERMIT,PLANS AI{D CODE ANALYSTS MUST BE TO AII INSPECTION REOUEST. Cond: 30 (BLDG. ) : DRAINAGE OF I4ECHANICAL ROOI.{S CONIAINING BOIIJERS SHAI,L BE EQUIPPED WITH A FLOOR DRAIN PER sEcTroN L004-6 0F THE 1997 rMC. POSTED IN MECIANICAT, ROOM PRIOR ,aa*:!t:l**alla'ra'|aaaraaatalattrraat+atltaatalltatttttttttttttttttta+t,r:i*:t'rt:ar:taiat++ta:t+a*,la,t+tt*t{.ttta*a*a+lt*tt*itt DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, atrd state that all the information as required is correct, I agree to comply with the information and plot plaa, to comply with all Town ordinances aad state laws, and to build this stucfure according to the towns zoning and zubdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUEIITS FOR INSPECTION SHALL BE MADE TWENTY.FOTJR HO|.JRS IN ADVANCE BY TELEPHONE AT 479-2 I 49 OR AT OU&CE FROM 8:00 AM - 4 PM. HEATING OR HOT-WATER SUPPLY sEc. 1022 0F THE l-997 rJMC, OR OF OWNER OR CONTRACTOR FOR HMSELF AND OWNER AUO,13,2004 l1:27AMl 75 S, Frlntage M. vril, colorEdo 816E7 MrrbSNTY PLUMBIT\r0 ol N0, 105 P,2 APPUCAnOilW[t I{OT BEACCTHED IFrI{coMPLErE OR UN8I61{ED^"irdi,;;i:1#;-:B Building Permit #l Mechanical Pennit #: 97 O-4?g-2tAg (tmpedionc) Prwlde llecianlcrl to scalc to includelIt rart" H;iifrtlWE, - ; Equir Locatlon and Location RECEIVED AUU 2 U ?fiii'.r Pcrmif wlll not be aeptld wit{tout the following: Equipment Cut/Spec Shrrtl MECIfANICAL: + eil (d -- Job ACdress: {?7 il44 nn/t- Work Oais: lle'vvP{ Addifron ( ) Rlteratlon ( ) Repalr Ll ltherll Does an El'tU erri$Gtthis locationl Yes ( ) No'FlEollerLocaton: Inbilor( ) E<Etlor( ) Oher( ) rypeofaag:single.famity( ) Duptex( ) l,lu[+am1y( ) Comm61lallqf"Resuurantl loner( ) No. of Acommodadon UniE in his building:No. of E:dsdng hrclling Unib in this building: ( ) WoodBurning$OTALLOWED) a wood buminE flreplae to an ****** *rtrf * lr{.*t}rl.**rr*{0****ttlt**rt rl.lr**++ ******tirtf l.* ******* Io? t&\#** hH} % o TESI ADJUST AND BALANCE REPORT PROJECT VRD GYMNASTICS CENTER PREPARED FOR TOWN OF VAIL REPORT ISSUE DATE U612005 PREPARED BY H-VAC P.O. BOX 5123 vAtL, co 81658 PHONE,: 970-331-1095 FAX & OFFICF,: 97 0-926-9406 Town ol Vatl T o OT::SH GOPYo )1Or( - o tbl H-WAG TEST. AI}JUST AND BALANCE REPORT TEE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF' SYSTEM PERFORMANCE AhtD WAS OBTAINED IN COMPLIANCD WITH NEBB PROCEDIJRAL STANDARDS. AI\-Y VARIANCES FROM THE DESIGN REQUIREMENTS ARE NOTTD THROUGHOUT THIS REPORT. THE RESITLTS SHOWN AND II\TFORMATION PRESENTED IN THIS REPORT IS CERTIFMI} TO BE ACCURATE A}ID COMPLETE, TO THE EXTENT POSSIBLE BY EQIIIPMENT AND PROCEDURES USED THROUGH- OUTTMS SI]RVEY. THE FINAL AIR DISTRIBUTION SYSTEM MEASUREMENTS ARE IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTINGO ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. ,orr, 1.4/zar // THE FINAL HYDROMC DISTRIBUTION SYSTEM MEASI]REMENTS ARE IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS FOR Tf, STING, AD U STING AI\D BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. CERTIFIED BY:DATE: H-VAC WARRNATS THAT TTIE AIR AND I{\'DROMC SYSTEM EVALUATED DURINGTHIS SIIRVEY IS OPERATING AT TIIE SPECIFIED LBVELS AS SHOWN WITHIN THIS REPORT, AT AND ONLY AT THIS TIME. H.VAC MAKES NO OTI{ER WARRANTIES, STATED OR IMPLIED, CONCERNING TIIE CONTIUED PERFORMANCE, OPERATION OR SAFETY IN TIIEUSE OF THIS EQIJIPMENT PASS THIS TIME. o H.VAG PROJECT: VRD GYMNASTICS GENTER nltppARArus TEST REPORT - o UNIT: F-1 0.29"-0.22', AIR HANDLER UNIT DATA 58CTA155 FORWARD CURVE 1s80 cFM @ 0.37" ESP MOTOR NAMEPLATE DATA THERMALLY PROTECTED STARTER DATA FACTORY INSTALLED SETAT (AMPS) DRIVE DATA MOTOR DRIVE DIRECT DRIVE MOTOR BORE FAN DRIVE FAN BORE NO. BELTS & S]ZE ROTATION DRIVE CHANGE AIRFLOW DATA osAcFM 1483 RETURN CFM i 1523 TEST DATA INITIAL FINAL FAN R.P.M.NA VOLTAGE 117 AMPERAGE 9.2 o NOTES: PAGE: 1 *="i*cuLAR DUcr TRAVERSE REPORT SYSTEM: F-1 H.VAG PROJEGT: LOCATION: VRD GYMNASTICS CENTER OSA AIR TEMP DEG. F. DESIGN 602 CFM 500 W #2 S. P. (in w. g-) DUCT s, P. (in w. g. ) 0.09' DUCT SIZE 12' X 10' SQ FT 0.83 FPMT16 FAN LANUMBER OF READINGS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MEASURED FPM 582 CFM 483 CFM BY FAN LAW # 2 PAGE: 2 H.VAG ST REPORT t FAN TE Or*orrrr, vRp cYMNASrcs .ENTER MANUFACTURER MODEL sealnl RATING MOTOR DATA MANUFACTURER MOTOR HP RPM PHASE TYPE s.F.FRAME VOLTS AMPS I FAr,t Fonrveonrn NuMeen 1lii'"E- --UNIT DATA cooK cc-620 340 CFM @ 0.16" SP MOTOR DATA I F^ FI DRIVE DATA I STARTER DATAL EL- W"E STARTER DATA I TEST DATA TEST DATA -o.ts" (" --7 *o\. ,r on"(./o.os" I uorononre NG NG NG NG NG NG NG 115 4.9 onive orre --l MOTOR DRIVE iBORE FAN DRIVE I BORE NO. BELTS iSIZE MFG.MODEL slzE RANGE SET AT (AMPS)REQ. THERM THERMAL PROTECTION NOTES: PAGE: 3 H-VAG I PRO JECT: VRD QYMNASTICS CENTER AIR TERMINAL TEST REPORT SYSTEM: F-1 & EF-l SYSTEM TERMINAL INITIAL NO TYPE SR SR CFM VEL 220 220 220 50 't20bK SR SR SR CD 100 100I 10 300 300 300 't70 170 340 CD ER ER NOTES PAGE: 4 l-- 'r"* *"""r-l | ./,3D{ co sEr IttIIlltt L__lFt#ltctlo I| (J, I lgsgEllp I L.l tffir w'Id$ \ 3oo3 rBc s€r '7tL' to DiArNo ? 116 tE tlxr ra€DRr r!' tlrnlet lElttD. tf, 5 li,.'; ARCHITECTS roErx\ntD. r-r.a.c.!fr|rFFq..Fgffr'l, ffie:Ethc --t1?nf-*rarr--ru2 FIRST LEVEL HVAC PLAN PI ERC FRITZL 4 FIRST LEVEL PLUMBING P *:w-E E.FJffi- G;- a W &V ISOMETRICo- r"*E;"*D _l l-*-"'ltl L___ln | fi,, I lslr'lL ffi loc^rE Boro9 fLoJltI^I'7.-o.^'.r. FotrIE PlPlr,lC A8O\'E BOtIor OioRocr Jssr !o s€qrRa As RaqfiaD . ccr€uflor{ al ouct 0& ffit-, FINNED TUBE SCHEDULE 5!FVrCt TUH 'ER tLfc fNCLOSURE srzE INCH€S voDE! N(). -RTMAFTS VOLT aal l'r't vo(iftt DrERxosr^T GRILLE, REGISTER, DIFFUSER, & LOUVER SCHEDULE SYMBOL ust PATTERN ACCESSORIES FtNtSH I,ANWACTURER L' MODEL NO REMARKS o (r oF.Ecnor tof wlt! 0F USEF @ lt{t I Ft '' OEIICDOI CErI|G OF'USE* o Q) o n|)g('r rss2 a o(oilFr OA?EA 'O' PREsg'NE AEE o ItFoRr $bl FRot SrEUc' tta.lm Bon(rt c uar tfrB trxslloa oroio oF .!6t alENf rND coraJsio{ rn txt tsr crP uP lriu n00F. trsJll,! rB gllljf gtliitis iEc4taio rENt rlP, PLUMBING FIXTURE SCHEDULE sYll TYPE A.D.A ACCESSoRtas nNtsll MANUFACIURER & IIOO€|' NUTBER FAUCET ]RIV Mrc, & voDtl ,REMARXS @ rEs @ vrf|ltE (r9 s€rl; kq{li r(-.5?o-ccrtftfc a,R dzo:Fr{Da @ tEs crrcc Ft6Dr€ @ ffiJ-air#** *of...". Dnra /,xr'c N sr ror'D WATER HEATER SCHEDULE IIAFK TYPE stoR. c P. G tloNs B€COVER/ G,P.H.EIIP.(f MANUTAdTRIR & . MOD€L NUr€Ei REMARKS ao UNIT, INFRA.RED HEATER SCHEDULE TYPE cru ^r|PS//w^TrS T4NIJFTflURER '& MOOEL M}.ROIARXS ao00 2b rta o lo !(rr.I tlrT rftlEl at a .r-t' ,rGarroot t^ca ldrflED r|ssstrr 9 a! !.i : g !. :' BfiAUST FAN SCHEOULE I'PE uNuFrcruRtR i]uooEl lro.rctEssoRtEs RaIARKS F'-l Din ot6 --.rhrd.t r PIERC ARCHITECTS ' FURNACE SCHEDULE sER\4Cf rYPE e- (r&r)Fl|TER qAxurrcrunER a' UOOT! NUITBER FAURXS CFM t{P |tto M202*:ffiDE.Hffi* MH' -Tma?r7r-a?F-ta From: "Lynn A. FriElen" <LynnF@vailarchitects.com> To: <cdavis@ci.vail.co.us> Date: 1113012004 11:56:38 AMSubject: Vail Gymnastics Center - Rated Corridors Charlie, Thanks for your time this morning to review this with me. It is my understanding that there are no fire resistive requirements for rated conidors due to the inclusion of an NFPA compliant fire suppression system in this project. Referlo Section 1016 Corridors and Table 1016.1 , 2003 lBC. This negates the requirement for fire dampers in the ducting at corridor locations. The inclusion of an NFPA fire suppression system also negates the requirements for a dead end corridor as defined in section 1016.3. Please call us with any further clarifications or questions. Thank you for your assistance. \ Lynn Fritzlen AIA FRITZLEN PIERCE Architects 1650 Vail Valley Drive Suite C-1 Vail Colorado 81657 TEL 970476S342xI.20 FAX 970-476-4901 CC: <mts@bgce.com>, <craig@vieleconstruction.com>, "James Ohlson" <johlson@vailarchitects.com > NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES PLI]MBINGPERMIT 551 N FRONTAGE RD WEST VAIL 55I N FRONTAGE RD RED SANDSTONE SCHOOL 210106302013 ol* rr* oF coMMUMrv onvrrte'*r Permit #: TR<ov -ood L COI\IIIRACTOR MID COIJNTY PLUMBING & HEATIN0S/20/2004 phone: 970-468-4924P. O. BOx 231,86 SILVERTHORNE, CO 8049 8License:269-p APPLICANT MID COITNTY PLTMBING & HEATIN0S/20/2004 Phone: 970-468-4924P. O. BOx 23786 SILVERTHORNE, CO 8 0498 OI^INER Phone: License: Descipion: PLUMBING FOR NEW CONSTRUCTION OF VAIL GYMNASTICS Valuation: $14,484.00 Fireplace Information: R€stricted: ?# ofGas Appliances; ??# ofGas logs: ??# of Wood Pallel ?? n*t *at i t.t t * rt t,;,* * '* 5225 . 00 Restuarant Plan Review-> $56.25 DRBFes------------> s0.00 TQTALFEES____-_-> s3.00 TOWNOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2t38 Job Address: l.ocation.....: Parcel No...: Project No : Plumbing--> Plan Check-"> lnvestigation-> will cb[-> Status. , . : Applied. . : Issued . . : Expires . .: S0 . 00 Total Calculated Fees--> S0 . 00 Additional Fees------> 52A4.25 Total Permit Fee-----> Payments-------------> BALANCE DUE._.._> P04-0095 30((-oo1\ ISSUED 08/20t2004 09/09t2004 03/08/200s s284.25 ($284.25) s0.00 s0.00 s0. 00 IIEM: O51OO BUILDING DEPARTMNiIT 09/02/2004 cdavis Action: AP subject to field inspectionIIEN: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12(BLDG.): FIELD INSPECTTONS ARE REQUIRED fO CHECK FOR CODE COMPI-,IAI{CE. COUNTY SCHOOL DIST RE 08/20/2 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed ao accurate plot plan, and state that all the information as required is correct. I agree to comply with the information aod plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved Uniform Building Code and other ordinances of the Town applicable thereto. TELEPHONE 4T479-2149 OR AT OL'R OFFICE FROM 8:00 AM ' 4 PM.REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV Auo' 13' 2004 1l:2iArl N|I|$UNTY PLtlMBI|tlo -t...-.^l::ou P' AppucArron wr--r ror er ^ccEPrED 5 rncouPlf[fiS}l""-ft{.+(,ffih BuiidinE Permlt #r Plumbing Permit #r -H0! 97 |d.479 -2149 (ImpectionE) .d TS S, Frnnbge Rd, Veal,Colorado 3t6S? ALj[i I U l,: *t* rt******* t************+**** t * VALUATIOII FoR PTUMEII{G PERllrT (Lrbor S Mrterlals) pruMBrNc: + l{/f{ ':- '/, tJasl Workdass: ttev,r0f Addition( ) AlEration( ) Repairf ) other( ) mtry( ) Onrmerclal$ Restaurantl ; ofter( ) 'No, of Accommodation Unils ln thls building:No. of BrtEting Dwelling Unlts In ftis bulHlng: .n gPA Phase U device? Yes .r********** *t *t* ** ** ********* !&* *t tt*** flQR OFFICE USE ONL oo **,.$n*#ffi Inspcctftxr Requesl Requested Inspect D.te: Tuesday, January 31,206r; Inspectfun Arc.: CDSitgAdress: 551 N FRONTAGE RD Y1EST VAIL 551 N FRONTAGE RD RED SANOSTONE SCH@L Contracior: J.L. VIELE COI'jSTRUCTION Phona: 97$47ilO82 Aoo{cant TOTNOFVAIL Phone: 97&47$2{m DedciEdan: NEW COIISTRUCTIOI]OF VAIL GYMI{ASnCS' t$dce: ART I.K!uC{.AND pERFORMED PLAltt REVIEW. CttARGll.iG 40% OF PLAN REVEM FEE OR $1553.18 DUE, SEND IT-IVOICE TO GREG HALL PER RI,'SS FORREST. CDAVIS Comment ROUTED TO CHARLIE DAVIS. IIATT GENNETT. RRE AND ruBL|C lrlrtlRKs - JSUTI'IER Comrngr{: ILC SUBMIfTED Al.lD ROUTED TO }rAT"f GENNETT- JSUAER Commeof zullDlhlG ILC St JBiTITTED AND ROtJTED TO MATT GEI.$IETT - JSUftER Reouesbd Insg€ctioni sl Requested Time: 08:00 AM- Ptlon€: 4716454 EnpredBy: OGOLDEN K Itemr 533 PI-AN-TEMP.C/O RequestedTlme: 10:30Af, Reqwstor: J.L.VIELECONSTRUCTION Phon€: 471-5464 - Conirmnts: will ca[.17 t -&{&l,Pub6ch.lB aMl Buldhg final abo $clFdul€d. also asked lor a lhal Co A$tgD€d To: J|IONORAGoN - Entered By: DGOLDEN KAction: Tim€ ExD:corrtrEnt Fuffint-F'nfiFng agr€em€nt b€'iu€Ei'l7REE s€hool Disurt anr, Tov. AIP/D lnfsrmation AclMtv: BO40G|1 Tva: COMBUILDConrtTnF: Occrfai&x 21Oiffir: EAGLE COU}JTY SCHOOL DIST RE sO.J Iteff: 539 PW-FI?'IALCrO Requs$tor: J.L. VIELE cONSlllUcTloN Conim€qls: Uill c€ll !ZL-5.|6.l, Plaff,ing.ort Edhllng also sch€{tuLd A$i€n€dTo: @l'lALBER,.r- Arllon: Tim€ Exp: Item: ReqF.pslor: Coninlents: Arcfgrnod To:- A.fron: Co|rme{t: SubTvpa: 82 Status: ISSUED Use: VB lrspfuca: CD 540 BLDG"Final C/O Requested Time: 10:45 AM J.L. VIELE COI'JSTRUCTION Phon€: 471-5464 wif ca[4]:qa64,Pub[cVth*s ald Phnnir€ nml abo tctpdubdJMOilDRAGON Entsr€dBy: DGOLDEN K Tim€ Exp:FiEfEEyt6iln$.ctoo rsc.ncd. &.:ffi .- !€ncsge!.Hi€!cn, 5(E Pulr-Rcuch qradE 503 Pl,ltFinaT drfu€waY oradet0 BLDC*FootlrngSt&I " ADDroved - D7 29M- Iniocctor: ARTIdCO tlornment REPTl31 AcIioo: APAPPROVED Run Id: 4186 . tbm: 30 BLDG-Framlng - Appro\€d - 11/01 04 -lnsp€cigi: cdav'lio Action: NO hlOTlFlED Comment Rebuest for fianrlns'krsEecllrcn on south €rbrbr ryall. G.C. i3 u|strmt€d to @ntact 6ngrreot of. tec{ird to appron atl wdb and comsctbns ln lhis wall. Ftanrb4 in*peclbn can occur on lhis wEll alkr rougfi rhspecdoD.t|d dry-ln b comdela 11:240d inspectoi: GCD Aclion: Pl PARTIAL INSPECIION Cornmetd; LOIIER LEVEL FHlrllG AFPROVED Ot( TO INSULATE PFIOVID€ SPSCIAT. II€PECTOR. AND EI{G f,EPOFTS. l2r0$04 hipector: GCD Actlon' AIP APPROVED Commeft: INTERIOR WALL FRAMTNG ANDCHECK Of STRT,CTURAL OETAILS. Item: 50 BlDG-lnsulatbn ".ApDroved " 12,0?/04 Insp€clor: cctsi|F Acdon: Pt PARTIAL INSPECTION Commerf: ldwer level onlv ,12tO7!A h3pector GCD Ac0on: APAPPRCUEO Comment 60 BLDGSheeFock Nall * ApDrowd "12iWM lnsp€ctor: cdarrb" Action: Pl PARTLAL INSPECTTON Comment Lo*er Lewl orrv apDtoy€d'12:130d lnsf€ctor: GCD -' Ac,uon: APAPFROVED Comrnsntlbm: 70 BLDG-MI*. "Approved" 12;02;04 Insoecbr: cdiiris Action: APAPPROVED Comm€nt Laths insp€c{on appoved Itsm: g) BLDG-Finaltbm: 530 BLDG-Temp.C'O -Aeprovsd- O'tt14:6 lnspector: JRM -' Actbn: APAPPROVEE Comnr€nt APPROVED FOR TCo. TCO GOOD FOR 6lrrOilTt{S A,S OF TODAY Item: 531 FIRE-TEMP. c,oi6il: E5i FtiFrEFiC.a,'b- -Approvod- O|113OF" lnspector: ls " Achn; APAPPRO/ED Comment llem: Itam: 533 08.'30,'04 Comm€nt: 10t11t04 CommEnt: Inspecdon Reguest lnspecior: JRM Action: APAPPROVED APPRO/ED ZND STORY STAB AND SI.AB ON GRAff STEP 2NO LEVEL ONLY NON}3TRED APAPPROVED 5S8 53S) 540 Item: lbm: ttem: tbm: PLAN-TEMP.CC "Approved" 0t'13'05 lnspecior: MRG -' AcUon: APAPPRO{/ED _!-o-$nFlE turbuant 10 parkiqg agr€sm€nt belween VFD, EC Sch0(rl Disaict ao{a TOV. FIRE.R}IAL cjo PW.FINAL C/O ELDG-Final C,O 0404.Og lnspector: cdrvh Ac{lirnr Comrnent Final Ehvatot insF€ction r€cohred, S€€ flb. 21 PIAN-ILC Fourrdation Pkn " Alproved " flZgto/- lr|sg€cto'] MRG Actloo; Cornrnsnt I \ U, Commenl: APPROVED FOOTIhIGS FOR ENTRY STAIRSAri t^..^Jr.3- ^rF.r^^r20 BloG-FoundationiSieel "Approved* ' 0811 04 Insp€cter: GCD Actron: Pl PARIAL INSPECTION Comment FOUNDATiON WALLS AS NOTED O}, PIANS.08i24M Inspector: Art Action: AFAPFROVED Comrnent APPROVED REHfi|NDER OF FOUNDAIION STEEL EXCEPT FOR FROIIT EHTRY STAIRS 0€t24!O4 Insoeclor: Art AcUoo: NO l.OTlFlED RSPT131 Run Id: 41EA I Friitav,.Janrtarv 0-.cD '' Page 15 NC']M $tatur: ISSUFD Insp Area' CO s7s4€8-4924 $70-468-492rf 55t Ll FRONTAGE RD |*EST vAll- 55I N FROITTAGE FIO RED SANDSTC'NE SCHCOL lilr,i..g'161 E3.GLE COU|'.ITY Qeqursted Tlme: 0l:00 Pltl' Phone: q7tFB6&4924 EnrBrsd ry: SVSTEM /k AFplhanl Mln r--nuMr] f,!_LrMBl Ct,nlract.. r. Ltll' lOUt,l"tY F LU[tEl Dec,cdption: HVic !:OR 'lIE l,'COf.l r Cmdnent: RC)L'TSB TJ CrtARl-rE 380 lllECH-r'ra! l'.41D COUIITY 4tJtllBlNG & HEATING \-Li,r-r! | J Ttine Exp: ARCHITECT OF r.lFPA COMPIIANT SMEEH phc.n€: Phc i1€: VAIL GYMNASTNS MECtI-Heat!ruFl 1.14.- a< 9ii .- l,r-E I ri -E it'i r"l i{"o ot MECH'5umly Air MEcH Mlri.' 'MECH-Final turn Id: ? I:il Tfi6.f6e5' _tr1-q-gm-__- llam: ?20 Item' llem:na: inspection Rrques'c fr *p*nin g --.- -\tAtL" CLO:-T(I!ruH.ef , Sub 'ltii: r!C?M Fage i0 p'.',rr'"r.1*il Inspect !}4'9: i.. 'lay, Januai5' ll, 2ilC3 ,i SP'Jctloil AreJ: Cl.' SiteAddress: 55'l N FROr,iT:\i;E Ri:i ..,!ESl \'AlL 551 N FRCI{TrT;F RD AED TANDSTNTIE SCHCOL A/P/D lnfprra .r+ii,' Ach/ny: Pn'r.ry]?5 TVp€ 8-ftfrA Const Ti,pe. iccuprhcy O,vner: [I.:;-g ;:- l:i-: Si.; i3J'. DISY l?E 5C.J . Applicant; H':, : CUN-r: l:L lJ{'qlhlc 6 FIEATING Co iE,-lor: tt i a'Llhrr'. :-.' I rlrnrlif.E HEA 4t{G D€sarlptlon. r:-r ri,:trlusi FCF :lE,.J CCITjSTRUCICI; ()F Virl.cominent F:,'-,TFD 1r:f I !_i.ap:.ttr DAvis.. JS'JfiEp R*flrle itgd Inq='ri]r,. ( :: : Itern' Requestir. ,1..s$hned T."- Aclion: R+r;j€!ted Tlnra: 0'f :00 Plll' Ph':rre. 971-,{68'.ii:^i fiuored By: DGOLOEN X 1i'0 PLftB-F!,.-\a!itit' c i'*;tfi1 s'L L't/!gF lG & H€ATINC{ I: DA!'J: Tirn€ ExF: PLMB Fc uE:) f'.f.'. ./. .* Approued '-l l i4 ii ;Iri[,-ei:vr: GCfJ Ci,llti-.le{ili. 1i3,i TE 5TaLlJ::.fliuoh i"Jatcr . - _-' Approvod ' 'Irem: 230 tlyir.,],,tfn 1 l. - .1 .J,{ i, ,*i.€r:!t GCD Ct,.i,,i r.;.il,.!; 1gi-li;!r TE; ir' ltem: 240 PLMi,.'la; P,iij,!+A; f it-,ltlQ i l'^1..,04 lrrsigr,ir,t. G;D '^ Aplrtoved '' L-OtnfllFllls .Jripsr I ts:! irLMFt.Dotfrot 'l i.&?5O PLM$roofi.lor 'l {b 260 PlMtt Miic. 29O Plftn$Fln€l Staftrs: ISSUED In3p Ar€e : CD P!H';:e. 9lC..j€4..ii24 Fi:L,1r{i: g?C^4dE-{924 GYMNASTiC! Inspecflon Flist rr".: ftem: 2lO FLME..'lnrJer' r l,-; - loorcved * C!l'?1.0"i l:r,t:':lrr. JRM Arlion; AtrAPPRCVED COff Ir1lrItS. Ji.JUERGROUFJD APPROVED 7I AIR TEST Artion: 4f) APFROVEC Ac 0n. Afr AF'IRCVE$ Acloni AP APf ilJirC,0 REI,T131 I?-un -l,c:: i'730 Hug.l9 04 o8:5?a nearf e.gineeFs Inc ,o"=rf =p.1 Redwine EngineeF lnc- Struclural Consullants FACSIMILE MEMORANDUM August 19,2004 TO: Leo / JL Viele James Ohlson / Fritzlen pierce FROM: Sean Molloy SI,JBJECT: VRDGymnastics Foundation Wall REinforcement, Details H & J Dear Leo, As we discussed this moming, details H/S5.01 and J/S5.01 altemate at the wall on grid lineA. Detail H is for full height foundatiou walls that are supported by either the floor or roof diaphragms at the top of wall, the main vertical wall reinforcement is therefore on the inside face. Detail J is for partial height formdation walls tlrat are unsupported at the top, or cantilever from the floor below, the main vertical wall reinforcernent is therefore on the outside face. Due to the wall steps the foundation wall altemates between partial height and full height, therefore the applicable detail and the vertical reinforcement chanses with the ste.ps in the top of wall. Please call ifyou have any questions. '?-+n-{ Sean Molloy, P.E. Project Engineer End of memorandum. cc: 03115 700 17e Street. Suite 1900 ocnver, CO 80202 (303) 575.9510 phme (303) 575-9515 fax 0150 East Beaver Creek Btvd. A204 Avon, CO 61620 - P.O. Box 8009 (970) 74&071 1 phone (97O) 748-0722 tax Rua lg O4 O8:5?a c.f" Engineens Inc soslsrs p.? Redwine Engineers lnc, Struclural CqrEultants FACSIMILE MEMORANDUM August 19,2004 TO: Leo /.IL Viele James Ohlson / Fritzlen pierce FROM: Sean Molloy SUBJECT: VRDGymnastics Foundation Wall Reinforcement, Details Dear Leo, !9tait tt on s5.01 applies to all firll height foundation walls, however, it applies to wall thioknesses of 8" and 10". As the detail states, the ourside face reinforcemint of ll4 @ 12,, each way applies to 10" thick walls only. Please call if you have any questions. End of memorandum. 03115 700 17rr Street, Suita 1900 Denver. CO 80202 (303) 57&9510 phone (303) 57s-9515 fax 0150 East Beaver Creek Blvd. A2O4 Avon, @E1620 - P.O. Box 8009 (970) 74E-0711 phone {97o) 7 4E-O722 fax. SeanilIolloy, P.E. *.orl.ncINEER=tro-rcrra p.1Rr.rg 6s Oil O3:2?p Redwine Eng'neers tnc. Sttuctural Consultants FAGSIMILE MEMORANDUM August 5,2004 Dearko, As per your request, we have reviewed the use of epoxied anchor bolts in lizu of cast-in-place anchor bolts * ,pe"inJ oo the drawings. Epoxied anchor bolts are an acce'ptable substitution. ar.rror -u"rt rfr"U be the iame diameter as specified on the drawings and shall be set a minimum of 6" into the concrete foundations' Please call ifyou have any questions' ,a -4-7,// Sean MolloY,P.E. Project Engineer End of memorandum. TO: Leo / JL Viele James Ohlson / Fritzlen Pisrce FROM: Sean MolloY SUBJEGT: VRDGYmnastics EPoxied Anchor Bolts 03115 7oo l/n Street, Suite 1900 Denver, CO 80202 {303) 575-9510 Phone (303) 575-9515 fax 0150 East Beaver Cleek Blvd' 4204 Avon, CO 816?0 - P.O. Box 8009 (970) 748{71 1 Phon€ (970, 7484722 lax TE:2aIb-64_-.* -tnsFecdirnfii4u*estFCporting7:91*en_-_ _ vAtL, co_:lol6tfl.OF_ _- Page 10 R*quested lnsoect Date: Tuesdav. Au.J,Jsl 24. ?C04' Inspeclon Area: CD SlteAddress: 551 N FRONTAGE RD WEST VAIL 55' I.I FRONTAGE RORED SANOSTONE SCHOOL At/D lrtformation Reouestrd lnspec Onisi Itern: Raqu€sto{: Csrirnerrts: Accbngd-t6; Acll()fi: ibrn CommchE; Insp€ctlon Hl$torv n.|n: 20 8,|]+r/(x9l Typ€: r.)(fMBUlLD Occupency: 2l EAGLE COIJNT} SCIIOOL DIST FIE 5O'J TOWNOF VAIL J,L. VIHLE CONSTRIJC"TION NEW CONSTRIJCTIOfiIOF VAIL GYMNA$TICS Actlvtty:CordTnb: Orwbr: Appficaflt: oontractor: tlircdptbo: tlo0ce: Cmrm€rd: Suo Tvp.: Use: 62 VB 97$47!t-?10p 970"47&30S4 Stalus: ISS{JED Insp Aret' CD Phon6: Phon6: ART HOUGLAND PERFORMED PLAN REVIEW. CHARG$.IG 4lq6 OF PtAl'l REIIEIW FEE OR t1563.18 DUE, SEND II'IVOICE TO GREG HALL PER RUSS FOFREST. CDAVIS ROUTED T0 CFIARIIE DAVIS. MATT GENI.ETT. FIRE AND PUBLIC woRKS - JSUTHER 20 BLoG+oundauonrst€el J,L, VI6LE CONSTRUCTIOIOLeo Requested Time: 0l:00 Plf Pirurre: 970-4716464 Entged By: LTILLIiAN K Co(|cfgr€ WailnWYfnnW+K,ffi,'dg PVV-RItJqh oraden€m: 5$3 Item: 5O3iem: 10 t w-ttltjon orace -FW- FinaT drlu€?,/a r' oradeLDG-Footingsgtraf " Apgrov€d ""0;i:9i04 hl3pecioi: ART/GCD BLDG-FoolingsStde Action: AP AITPROJED0;,€9/04- lr,sp€ctoi: BLDG-FoundstiortS!.rl O&11/O4 iosp€ctofi GCD Actiont P|PARTIAL|NSPECTpN Cornm€nls: FOLIhOATION WALLS AS I€,TED ON PLANS. 520 PLAlSitC S e Pianttl BLDG-Fiaming 5(l BLDG-lffit rlttio,n 6t} BtDc-Shestrocls Nsll70 BLDG.MIgCS! BLOG-Fhat3:A BLDG..Temr) e/O 53T FIRF-TEMP. C'O 532 P,I|V-TEMF. Cia 533 FLAil.TEhrP. C.3 53? PL l,l Flf'lll':r'3 538 RRE F}rtAL C,'3S9 FW-FINALCiC S'10 BLDG-Fanal OO 31 PLAhL|LC Foundation Pirn REPTl31 '+.----- Rrrrr fd: 2272 o Design Review Board ACTION FORM Department of Oommunity Development 75 South Frcntage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci,vail,co,us ProjectNamer VAILGYMANSTICSBUILDING DRBNumber: DR8040061 Project llescription: NEW CONSTRUCNONOF VAIL GYMNASTICS ParticipanE: OWNER EAGLE COUNTY SCHOOL DIST RE 03/03/2004 Phone: PO BOX 7.10 EAGI.E CO 81631 License: APPUCANT FRTTZLEN PIERCE ARTCHITECTS $103120o4. PFonei 970-4764342 1650 E VAIL VALLEY DR VAIL CO 81657 License: ARCHmCT FriElen Pierce Architects 0310312004 Phonez 970476-6342 1650 East Vail Valley Dr, #C-1 Vail, @ 81657 License: @00001.102 Project Address: 551 N FRONI'AGE RD WEST VAIL Location: 551 N FRONTAGE RD RED SqNDSTONE SCHOOL Legal Description: lot: 8-A Block 2 Subdivlslon! VAIL POTATO PATCH ParelNumber: 210105302013 Comments: see conditions BOARD/STAFF ACIION Motion By: Proper Action: APPROVED Second By: Woldrlch Voh: 2-0-2 Dateof Approvall. 03117/2004 CondiUons: Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail stafr and/or the appropriate review committee(s). Cond: 0 (PI,CN): DRB approval does not constitute a permit for building. Please consult with Town of Vall Buildlng personnel prior to construction activities, Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. *nO' rOO Approval of this project shall lapse and become void one (1) year following ttn date of final approval, unless a buildlng permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006394 1. THE APPUCANT WILL PROVIDE A CORNICE DETAIL ALONG THE TOP OF THE PAMPET WALL ON THE ROOF AND SHOW THIS ON THE BUILDING PERI{IT SET OF PLANS UPON SUBMTTTAL. 2. AT LEAST 15 ASPEN TREE ARE TO BE PI-ANTED ON THE AGREED UPON AREAS AS SHOWN ON TH LANDSCAPE PI.AN TO BE SUBMITTED TO PI.ANNING PRIOR TO BUILDING PERMIT APPUCATION. 3. THE METAL AWNINGS OVER THE MNDOWS AND ENTRIES WII.I BE BAKED ENAMEL TREATED AI PAINTED WITH BEN]AMIN MOORE HC124 Planner: MattGennett DRB Fee Paid: f65O.O0 Jun-07-01 05:3Opttt Fron- June 4.2004 Torra of Vail Departnenr of Public Worls/Iransportarion 1309 EllchonrDrive Vail, CO 81657 i T-sr P.oztoz F-Er6 TO: The onmer, having considered the Proposals submiued on lVlay 20'2004: for rtre work covercd by tlre conbact *titrra ;Vuil^crymnasric Building hoject" and it appearing tbat vour proposal i, tuir, "qriitti!,-t"O t" *" t." int€re$ of tue owner, the said Pmposal is lcrcuy accepted at thc 6iO price of$l€20.077'00' YoU are required ro ExeoIIe a formal contrapt within five (5) oonsecutive calendar days &om and including the date of this notice' Copies of Workman's Compensation and General Liabilityinsruance certi'ficates' naning ;Iiil;iV"1 *';dffi"11y il;,*d, are to be providio upon e:recurion of the for*al coilracl Wc look forurard xo yotu involnerneut in tfiis greu Fojest' TOWN OFVAIL ATTEST: O- r- th",.-".|By: Title: 1000 S. Frontaee Cc^t r,r"-1. &ttuta fplr'atn sfufu' APR-04-2005 ltoN , ..Fr. f,r3ter. u tr 970-468- '/ /'i/a/os &u4-ooq I FAI(No.Tr2o8 Chcrrlit 0nvis 1:own ol V*i( Bld,,l, o$ P. 0t 'Tor.,| Fromi'Wayne Martin, Elevator InsPector 97tl'468-0 29 5 ext. I 08 or cl.egtolg-Ev'ro con' €gs pruiecttfarne= (a; I GArnncLs+cs Ce-nte, U Elevator Plan Review Elevator l eEt and InsPection , , t: .. 5q5 N, rron-fagL Locauon vuil' c'o ' v Permit Number Nw ccoe , Elevator rype LUL A H Y 0 :1he plans have been reviewecl and found to conform to all appliable ANSI 17'1 and UBf, codes Ttre efevator I esqlator llift/ dumbwaiter at fie above location was inspected and ,ou.o o" - ,il!.t-Qd- and a: Kd, d tr TEMPOMRY Certificah: has been issued' d FINAL inspection Certifiate has been issued' H NO cediffcate ls being issued,t r @ I 00498 G"tlGrTriF6riltil;c."*il ol Guvqnmed,s i Po Boxagog r silvenhorne 9?0',l6gde05 r Far 97G469'1208 r www'ntw'cog'co'Lls ts".:.:$. i.rPou D\ TowNoFVAILFIREDEPARTME]P VAILFIREDEPARTMENT i 75 S.FRONTAGEROAD vArL, co 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A04-W74 Bo4-oa1 | Job Address: 551 N FRONTAGE RD WEST VAIL Status . . . : ISSUED Location.....: VRD GYMNASTICS CENTER Applied. . : tOtZOtZW Parcel No...: 210106302013 Issued. . : LllL6lZC[F. Project No , ?0o+- ooo> Expires . .: 05/15/2005 OWNER EAGIJE COI'IVfY SCHOOI.J D]ST RE LO/20/2004 PhONC; PO BOX 740 EAGIJE EO 81631 I-,icense: CONrRACTOR VAIL ELECTRONTCS, LTD. L0/20/2O04 phone 970-827-91,2O P.O. BOX 460 MINTTJRN, CO 81_ 64 5 License:198-S APPIJICANMIL ELECTRONICS, LTD. 10/20/2004 phone: 970-e27-9a20 P.O. BOX 460 MII{I|T]RN, CO 81645 I-,icense: 198-S Desciption: INSTALLING A NEW MOMTORED FIRE DETECTION SYSTEM ..::::::1*,.,-.,.,-,.,-::;::.::.**,i*,.*******i*:,,i:,********i*iir.r.****** FEE suMMARy Electrical---- > DRB Fee----- > Investigation-- > Will Call----- > TOTAL FEES-- > $0. 00 90. 00 $0.00 $3.00 $396.03 Total Calcllated Fees- > $3 96 . 03 Addiiional Fees-----> $0.00 Tonl Pe rmit Fee-------> $396.03 Payme s----------> $395.03 BALANCE DIJE------ >$0-oo Approvals: Item: 05600 FTRE DEPARTMEI\m Lo/2L/2oo4 mcgee Action: DN Plans do not meet minimum requierments: 1. No stamp 2.- Plans are submitted in pencil Revi-ew terminated. Architect of Record (James) notified via phone IO/21/04, LL/]-6/2004 J,JR Action: AP Approved as noted: 1. Change smoke detectors to heat detectors on 1st and 2nd level storage and 1st server closet. 2. Add heat detector 2nd level closet. CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in firll the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design r€view approved, Uniform Building a# other ordinances of the Town RDqUESTS FOR INSPECTION ST{ALL BE MADE TWENTY.FOUR i applicable thereto AT 479-2135 FROM 8:lX) AM - 5 PM. *+:1.*'i***+*************+'t****'t * *********+'t*****,t't* * * * **********,*,F'F,F++++*** * ** * * '! +,***!t *! {.*+**** TOWNOFVAIL, COLORADO Statement**+******************,1.!t l.'t(******************+***************+************:*:t:f:i***t 't 't r.********* Statement Number: R040002140 Anount 3 Palment Method: Check Electronics $395. 03 Lr/ 16 /200403 :48 PM fniE: L,C Notati.on: #196a4/Vail Permit No: Parcel No: Sit.e Addrege : Location : This Payment: ACCOT]NT ITEM LIST: Accounts Code BP 00100003111100 PF 0 01000031123 00 wc 0 01000 03112800 A04-0074 21010 53 02 013 551 N FRONTAGE \,TRD GYMNASTICS $396.03 Description T]4)e : AIJARM PERMIT RD WEST VATI., CEI\IITER TotsaI FeeB: TObAI AI,I, PMTS : Balance:*******************+**t*****t*+*f+*********r***********:i***:i********************************* FTRE AI,ARM PERMIT FEES PI,AN CHECK FEES WIIJIJ CAIJI! INSPECTION FEE $396.03 $396.03 $0.00 Current Pmts 151.03 232.O0 3.00 APPucArro{l Nor BE AccEprED rF Commercial & Residential Fire Alarm shop drawings are required at time of Building Permit #: Alarm Permit #: ?tr/WT'IOFVAIL 75 S. Frontage Vail, Colorado submittal and must include COMPLETE V TIONS FOR ALARM PERMIT (Labor & Materials) listed on the without this EHI UI Town of Vail Reg. No.:Contact 6nu P bwqa q7o'G7-1t7o n.ectb- Contractor Signature:' Contact Eagle County Assessorc Otrie at 97O-3,# Parcer # Zt|l0bS0Z0l0 4r flpt-- tob trame: Y([ irnurhcs Ct ttt LesalDescriprion ll.ric, n llewr, Z ll nrnn,subdivision: l/n;1 7a1x1o lnLeL owners Name:'[*rr o( U^,1 ]lnoarry: t /brl,n6* tA d ll ehone: %.&q-nn Enoineer:6;l-n ("pa ilAqtffiJ: H6at qwo Ar^"rrczollP8%?qaq-u& Detailed t*YlilYrr't;Y';T'Jh'lt/i'/ ,/40,'r tra4€l ,tr,'e*/aze o7/o'J5/'t7€' Detailed descriptio_n of work: 2 r"17./z-z_// G z/ zla* J ySra.4 /1<a/:rfw/N W:VV .FrytO l7 G,<^tzA Zo,u-ract )+t6 6/-c )N€a45 WorkClass: r,r"wlg4 Addition( ) Remodel ( ) Repair( ) Retro-fit( ) other( ) il Typeof Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial[)Q Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: .?y ll No. of Accommodation units in this building; p DoesaFireAlarmExist: Yes( ) No( )alar,-t ll ooesaFireSprinklerSystemExist: Yest2$ No( ) '1**'t*******!t********************,1******FOR OFFICE USE ONLY****t<**'t************ ?ov.con.DEy. \va il\data\cdev\FoRM s\PERMITS\ALRMPERM, DOC , t J fl"*t,oot n\[FoRMATto* ="utlverT'rrnB & EMERGENcY sERvrcE$ BI'ILDING INFOR]\{ITTION: Buitding name: street address & phone *i SSt N {Unl'rtqt A tl ./, ^Knox box locationz T3.l/. Alarm panel location: Alarm silence & reset coaesz T/.2. RPS': NAMES & PHONE I\TUMBERS (worK & home): Ovmer: Property menagler: l\l[ein lggatiqa; Propertymaintenance manager, .il-,ln , .ll,l n t , tl'l Ararmservice ""^p"n^v, VhL Ao(hllt(trC5. I(J BIIILDING UTILITIES: Gas: Other locations: Electric: Main location: Sub-panel locations: Water: Main valve location: ^J J LIJq Olnlt I,51'l/& log r* ft 4t|,I d I Main frre valve location: Secondar5r water valve locations: T t /ffi'n.4 E{.'1 MVNNVAILIY HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Department Russell Fonest, Director, (e70) 47s.213e Check allthat applies. 1. Which Departnent(s) did you contac0 Building _ Environmental_ Housing_ AdminPlanning DRB PEC -.-2. Was your initial contact with our staff immediate slow or no one available___? 3. lf you were required to wait, how long was it before you were heiped? 4. Was your project reMewed on a lirnely basis? Yes / No lf no, why not? 5. Was this yourfirstlime to file a DRB app- PEC app Bldg Permit_ N/A 6. Please rate the performance of the sffiperson who assisted you:54321Name: (knowledge; responsiveness, availability) Overall effectiveness of the Front Service Counter. 5 4 3 2 1 What is the best time of day for you to use the Front Service Counter? : 9. Any comments you have which would allow us to beter serve you nexttime? Thank you for taking tire time to complete this survey. We are committed to improving our service- I \ \ I) R TO: FROM: DATE: SUBJECT: o MEMORANDUM Planning and Environmental Commission Community Development Department February 23,2004 A request for a final review of a conditional use permit, pursuant to Section 12-9C-3, Vail Town Code, to allow for a public indoor community facilig, located at 551 N. Frontage Road WesWail Potato Patch, Red Sandstone Elementary School, and setting forth details in regard thereto. Applicant: The Town of Vail, represented by Lynn FriElenPlanner: Matt Gennett 1t. SUMMARY The applicant, the Town of Vail, represented by Lynn Fritzlen, of FriElen Pierce Architects, is requesting a conditional use permit to allow for a public indoor community facility located at 551 N. Frontage Road WesWail Potato Patch, Red Sandstone Elementary School. Based upon staffs review of the criteria and findings in Section Vlll of this memorandum and the evidence and testimony presented, the Community Development Department recommends that the Planning and Environmental Commission approves with conditions the requested conditional use permit, subject to the criteria and findings in Section Vlll of this memorandum. Staff believes that a public indoor community facility on this would be a benefit to the community and is compatible with existing elementary school on site, provided that scheduling is managed properly. DESCRIPTION OF REQUEST Pursuantto Section 12-9C-3, Vail Town Code, the applicant, the Town of Vail, represented by Lynn Fritzlen, is requesting a conditional use permit to allow for an indoor community facility. The proposal involves new construction of an 8,978 square foot gymnastic facility adjacent to the existing Red Sandstone Elementary School, located at 551 N. Frontage Road WesWail Potato Patch (Attachment A). A copy of the applicant's request and the associated architectural drawings are attached for reference (Attachments B & C). The new facility is intended to replace the existing, antiquated facility presently located in the Town of Avon which is no longer of practical service to the needs of Vail's community. BACKGROUND On October 13, 1986, a Conditional Use Permit was approved to allow recreation facilities and programs, as well as storage, to exist at the "Old Town Shops", located on a portion of Tract C, Vail Village 2no Filing. The granting of this Conditional Use Permit allowed for the ilt. tv. relocation of the Vail Gymnastics Program from the Red Sandstone Elementary School Gymnasium to the "Old Town Shops", occupying a total of 3,200 square feet and utilizing a required 30 parking spaces. On August 20, 2003, a proposal to demolish the "Old Town Shops" was approved by the Design Review Board, thereby necessitating the need for a new facility for the gymnastics program. On January 7, 2004, the Design Review Board (DRB) conducted a conceptual review of the proposed Gymnastics facility and responded favorably to its design, stating that it blends well with the architecture of the existing Red Sandstone Elementary School and the site itself. The DRB did not raise any issues of concern with the design of the proposed facility. ROLES OF REVIEWING BODIES Planning and Environmental Commission: Action: The Planning and Environmental Commission is responsible for final approval/approval with conditions/denial of a conditional use permit. The Planning and Environmental Commission is responsible for evaluating a proposal for: 1. Relationship and impact of the use on development objectives of the Town.2. Effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities and public facilities needs. 3. Effect upon traffic, with particular reference to congestion, automotive and pedestrian safe$ and convenience, traffic flow and control, access, maneuverability, and removal of snow from the streets and parking areas.4. Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. 5. Such other factors and criteria as the Commission deems applicable to the proposed use. 6. Conformance with development standards of zone district. Desiqn Review Board: Action: The Design Review Board has no review authority of a conditional use permit, but must review any accompanying Design Review application. Town Council: Actions of Design Review Board or Planning and Environmental Commission may be appealed to the Town Gouncil or by the Town Council. Town Council evaluates whether or not the Design Review Board or Planning and Environmental Commission erred with approvals or denials and can uphold, uphold with modifications, or overturn the board's decision. Staff: The staff is responsible for ensuring that all submittal requirements are provided and plans conform to the technical requirements of the Zoning Regulations. The staff also advises the applicant as to compliance with the design guidelines. v. Staff provides a staff memo containing background on the property and provides a staff evaluation of the project with respect to the required criteria and findings, and a recommendation on approval, approval with conditions, or denial. Staff also facilitates the review proc,ess. APPLICABLE PLANNING DOCUMENTS Town of Vail Zoninq Regulations fiitle 12. Vail Town Code) 12-9C: GENERAL USE (cU)ZONE DISTRICT (in part) 12-9C-1: PURPOSE: The general use district is intended to provide sites for public and quasi-public uses which, because of their special characteristics, cannot be appropiately regulated by the devetopment standards prescribed for other zoning dr'sfnbfg and for which development standards especially prescribed for each particular development proposal or projecf are necess ary to achieve the purposes prescribed in section 1 2- 1-2 of this title and to provide for the public welfare. The general use drsfrbt is intended to ensure that public buildings and grounds and ceftain types of quasi- public uses permitted in the district are appropriately located and designed to meet the needs of resrdenfs and yis itors to Vail, to harmonize with sunounding uses, and, in the case of buildings and other structures, to ensure adequate light, air, open spaces, and other amenities appropiate to the permitted types of uses. 1 2-9C-2: PERMITTED USES; The following uses sha// be permifted in the GU district: Passiye outdoor recreation areas, and open space. Pedestrian and bike paths. 1 2-9C-3: CONDITIONAL USES: A. Generally: The fotlowing conditionatuses sha// be permifted in the GtJ district, subject fo lssuance of a conditional use permit in accordance with the provisions of Chapter 16 of this title: (in part) Public and private parks and active outdoor recreation areas, facilities and uses. Public and privafe schoo/s and educational institutions. Public and quasi-public indoor community facility. Public utilities installations including hansmissrbn lines and appuftenant equipment. Seasona/ structures or uses to accommodate educational, recreational or cuftuml activities. 1 2-9C-5: D EV ELO PMENf SIANDARDS: A. Prescribed By Planning And Environmental Commission: ln the general use district, development standards in each of the following categoies shall be as prescibed by the planning and environmental commission: 1. Lot area and site dimensions. 2. Sefbacks. 3. Building height. 4. Density control. 5. Site coverage. 6. Landscaping and site development. 7. Parking and loading. B. Reviewed By Planning And Environmental Commission: Developmentstandards shall be proposed by the applicant as a part of a conditional use permit application. Site specrlrb development standards shall then be determined by the planning and envircnmental commission during the review of the conditional use request in accordance with the provisions of Chapter 16 of this title. 12-16: CONDITIONAL USE PERMITS 12-161: PURPOSE; LIMITATIONS: ln orderto provide the flexibility necessary fo achieve the objectives of this title, specified uses are permitted in ceftain disfncfs subject to the granting of a conditional use permit. Because of their unusual or special characteristics, conditional uses require review and evaluation so that they may be located properly with respecf fo the purposes of this title and with respectto their effects on surrounding propefties. The rcview process prescnbed in this chapter is intendedto assure compatibility and harmoniousdevelopment between conditional uses and surrounding properties and the town at large. Uses /rlsfed as conditional uses ,'i? the various disfncfs may be permitted subject to such conditions and limitations as the town may prescribe to ensurc that the location and operation of the conditional uses will be in accordance with development objectives of the town and will not be detimental to other uses or propefties. Where conditions cannot be devised to achieve these objectives, applicationsforconditional use permitsshall be denied. 12-1&8: PERMIT APPROVAL AND EFFECT: Approvalof a conditional use permit shall lapse and become void if a building permit is not obtained and construction not commenced and diligently pursued towad completion or the use for which the approval has been granted has not commenced within two (2) years from when the approval becomes final. vt.SITE ANALYSIS Zoning: Land Use Plan Designation: Current Land Use: Development Standard Lot Area: Setbacks: Building Front: Building Sides: Building Rear: Building Height: Density: Floor Area: Site Goverage: Landscape Area: Parking: North: South: Land Use Open Space CDOT R.O.W. GeneralUse (GU) Public / Semi-Public Use Public Elementary School Allowed/Required Existins TBD by PEC TBD by PEC TBD by PEG TBD by PEC TBD by PEC 26 TBD by PEC N/A TBD by PEC TBD by PEC TBD by PEC TBD by PEC 188,771 sq ft 140' 60'/170'(w/e) 15' 28,326 sq ft 30,874 sq ft 88,612 sq ft 38 spaces Zoninq Natural Area Preservation Not Designated Proposed no change no change 38'(east) no change 28.5' N/A 37,004 sq ft 35,950 sq ft 81,809 sq ft 57 spaces * All Development Standards shall be permitted as indicated on the approved development plan dated February 23,2OO4. VII. SURROUNDING LAND USES AND ZONING East Medium Density Residential High Density Multi-Family Residential West:Open Space Outdoor Recreation CRITERIA AND FINDINGS The review criteria for a request of a conditional use permit in the General Use (GU) Zone District are in the provisions of Chapter 12-16 (Conditional Uses), Vail Town Code. Consideration of Factors Reqardino the Conditional Use Permit: 1. Relationship and impact of the use on the development objectives of the Town. Staff believes the use of a public indoor community facility is in concert with tr 3. the Town's general development objectives and more specifically those objectives of the Land Use Plan. The nature of the proposed public indoor community facility is harmonious with that of the Red Sandstone Elementary School and the relationship between the two is expected to be symbiotic. The site itself was selected not only because of the existing school, but also due to its central location in the Town of Vail and it being one of the last available pieces of public property. The development objectives of the town are further met with the intent of this proposal, which is to ultimately serve the children and parents of this community. The effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities needs. Staff believes that this proposal, as designed, will have a negligible effect on the light and air for the existing Red Sandstone Elementary School given the low roof height (28.5' at its maximum) of the proposed new facility and its general design. Additionally, given the general topography of the site and the placement of the new structure, there is likely to be no impact at all. The new public indoor community facility is intended to serve 70 children per day during a 10 hour period, per day, which is the current average at the existing facility. Effect upon traffic with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the street and parking areas. Staff believes that this proposal, as designed, will have no effect upon the pedestrian safety, convenience, and access ofthe pedestrian easement and the bike path parallel to the North Frontage Road. The applicant's representative has been working closely with the Town of Vail's Public Works Department to ascertain that all the correct dimensions for maneuverability and parking are being met. The Town of Vail's Public Works Department has been working closely with CDOT to ensure that the traffic and access codes are likewise being adhered to and any mitigation measures necessary are taken. Attached, please find the applicant's representative's responses to the comments of the Public Works Department (Aftachment E). Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. Staff believes that the proposed new facility will blend in seamlessly with the character of the area in which the structure is proposed. The existing Red Sandstone Elementary School is built into the hillside in ihe same manner as the proposed facility is to be constructed, and the proposed materials and colors will compliment the characteristics of the adjacent school. The height and size of the proposed new structure are dictated by the dimensional requirements for the operation of a gymnastics facility, and the capacity needs of the applicant. Comparatively, given the rather large scale of the existing school presently 6 4_ situated on the subject property, the bulk and mass of the proposed structurewill be of a much lesser scale and will be set back from the school. The Plannino and Environmental Commission shall make the followins findinqs before qrantinq a conditional use oermit: 1 . That the proposed location of the use is in accordance with the purposes of the conditional use permit section of the zoning code and the purposes of the General Use (GU) zone district. 2. That the proposed location of the use and the conditions under which it will be operated or maintained will not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. 3. That the proposed use will comply with each of the applicable provisions of the conditional use permit section of the zoning code. IX. STAFF RECOMMENDATION The Community Development Department recommends approval with conditions of a conditional use permit, pursuant to Section 12-9C-3, Vail Town Gode, to allow for a public indoor community facility, located at 551 N. Frontage Road WesWail Potato Patch, Red Sandstone Elementary School, and setting forth details in regard thereto. Staffs recommendation is based upon the review of the criteria in Section Vlll of this memorandum and the evidence presented, subject to the following findings: 1. That the proposed location of the use is in accordance with the purposes of the Conditional Use Permit section of the zoning code and the purposes of the General Use (GU) Zone District. 2. That the proposed location of the use and the conditions under which it will be operated or maintained will not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. 3. That the proposed use will comply with each of the applicable provisions of the conditional use permit section of the zoning code. Should the Planning and Environmental Commission choose to approve this conditional use permit request, the Community Development Department recommends the following conditions: This conditional use permit approval is contingent upon the applicant receiving Town of Vail design review approval for this proposal. The applicant must submit an application to CDOT forwritten permission to park cars on the North Frontage Road during periods of parking overflow. Hours of operation for the Gymnastics Facility will not interfere with school programs, parking, and activities. 1. 2. 3. X. ATTACHMENTS A. Vicinity Map B. Applicant's letters of request C. Architectural plans D. List of adjacent property owners E. Applicant's letter addressing PW comments / ,r;ffi ACTION FORM Deparunert of Community Derrdopmert 75 South Frontage Road, Vail, Colorado 81657 telt 970.479 -2139 tax: 970.479.2452 web: www.ci,vail.co.us Prcject Name: PEG Number: PE@,10001 PEC Type! VRD Gymanstics Facility Proied Descriptionr NEW CONSTRUCTIONOF VAIL GYMNASTICS Participants: OWNER EAGLE COUNTY SCHOOL DIST RE 01/05/20& Phoner PO BOX 740 EAGLE CO 81631 License: APPUCANT FRITZLEN PIERCE ARTCHIECIS 0ilC6/2004 Phone: 970475-6342 1550 E VAIL VALLEY DR vArL co 81657 License: Project Address: 551 N FROIITAGE RD WEST VAIL l-ocation: 551 N FRONTAGE RD RED SANDSTONE SCHOOL Legal Description: Lot: 8-A Blodc 2 Subdlvlsion: VAIL POTATO PATCH Parcel Number: 210106302013 Comments: Seeconditions Ja oo Planning and Environmental Commission BOARD/STAFF ACTION Motion By: Cahill Action: APPROVED Second By: Hartrnan Vote: 7-0-0 Dateof Approvalz 0212312004 Meeting Dat€, 02lz3l2oo4 Conditions: Cond:8 (P|-AN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate reMew committee(s). Cond: CON0006299 l.This condltional use permit approval is contingent upon the applicant receMng Town of Vail design review approval fior this proposal. Cond: CON0006300 2.No parking of vehicles associated wlth the use of the gymnasth facility shall be allowed on the North Frontage Road, Failure to comply with this condition shall be grounds for revocation of the conditional use permit for the gymnastic facility Cond: CON0006301 3.The houn of operation for the use of the gymnastic facility shall not interfere with school programs, parking, and activities. The terms for the use of the gymnastic facility shall be documented in an adopted Intergovernmental Agreement (IGA) by and between the Eagle County School DisUict, Vail Recreation District, and rl Application for Review by the Planning and Environmental Commission Depatment of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 . web: www.ci.vail.co.us General InformaUon: All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a building permit application. Please refer to the submittal reguirements for the particular approval that is requestid. An application for Planning and Environmental Commisdon review cannot b€ accepted until all required information is received by the Community Development Department. The poect may also need to be reviewed by the Town Council and/or the Design Review Board. Type of Application and Fee: -4 Conditional Use Permit tr1 Floodplain Modification E Minor Exterior Alterationtr Major Exterior AlterationE Develooment PlanE Amendment to a DeveloDment Plantr Zoning Code Amendment E Variancetr Siqn Variance oaoltu Name(s) of owner(s): 1[7, , u or l/ , ,- Mailing Address: ^ 1. Tp-^ ,t*ae gp , /nt u LO gtaE'| 4-7q -4a D KOwner(s) Si gnature(s) : Name of Applicantl Mailing Address: E7O\LT - ZloV E-mail Address: $5s0 $400 $6s0 . $800 $1s00 $2so $1300 $s0o $200 TOI4'NM E Rezoning $1300tr Major Subdivision 91500E Minor Subdivision $650tr Exemption Plat $6500 MinorAmendmenttoanSDD $1000tr New Special Development District $6000E Major Amendment to an SDD 96000E Major Amendment to an SDD $1250 (no exterior m di fi a tio n s) (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Page I of5-01/18/02 oo of ,,-ffi Design Review Board ACTION FORM Department of Community Development 75 South Frcntage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci,vail.co.us Project Name: Vail Gymnastics New Construction DRB Number: DRB040001 Project Description: NEW CONfiRUCTIONOF VAIL GYMNASTICS Paticipants: OWNER EAGLE COUNTY SCHOOL DIST RE 01/06/2004 Phone: PO BOX 740 EAGLE CO 81631 Ucense: APPUCANT FRITZLEN PIERCE ARTCHiTECTS 0tl06lZOM Phone: 970476-6342 1550 E VAIL VALLEY DR VAIL, CO 81557 Liense: ARCHffiCT FriElen Pierce Architects 0U06|2OO4 Phone: 970-476-6342 1650 East Vail Valley Dr, #C-1 Vail, CO 81657 License: C000001402 Project Addrss: 551 N FRONTAGE RD WEST VAIL Location: 551 N FRONTAGE RD RED 9ANDSTONE SCHOOL Legal Description: Lot: 8-A Block 2 Subdivision: VAIL POTATO PATCH Parcel Number: 210106302013 Comments: BOARD/STAFF ACTION Action: CONCEPT Conditions: Cond:200 A conceptual review is NOTa Design Review Board approval. Planner: Matt Gennett oo ol Application for Design Review Depaftment of Community Development 75 South Frontage Road, Vail, Colorado 81657 teli 970.479.2L39 fax: 970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive apprwal prior to submifting a building permit application. Please refer to the submifral requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Depaftment. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commis$on. Design review approval lapses unless a building permit as issued and construction commences within one year of the approval. Location of the Proposal; tot: b d ebck:- Subdivision: ./t- , /Name(s) of Owner(s): lou rt e P V* t u MailinsAddress: - 4. Fnouf ae €.,',. lb;,- / P ', <7 Name of Applicant: T0t4ft,m ^4/-', x Owner(s) Signature(s): Mailing Address: E-mail Address: Phone: Fax: Type of Review and Fee: tr -. Sions A Conceptual Review E New Constructiontr Addition n Minor Alteration (multi-family/commercial) tr Minor Alterafion (single-family/d uplex) tr Changes to Approved Plans $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construdion of a new building or demo/rebuild. $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, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, srch 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. Attachmenfi B I vno Frilzl.\r, Al,\. r\rrhi{+(.i Williarn t:. Picfrc, Ar( irile(1 Kathv Hesllrqa, liusines' \1nn,rH':r FRITZLEN PIERCE ARCHI-r .-,., VAII, COLORADO November 12,2003 To: The Town of Vail Town Council From: Lynn Friulen Re: Vail Cymnastics Facility History of Project Development The Vail Gymnastics program has been one of the Vail Recreation District's most successful ventures. The program attracts studenb from Summit County to Edwards and has gmwn significantly in th'e past five years. FPA has been working with the Vail Recreation District on the site selection and design of a new Symnastics facility since early 2001. This process was initiated due to the impending and now completed sale of the Town of Vail Shops building, to the Upper Eagle Valley Water and Sanitation District. The old Town ofVail Shops housed the Cymnastics program. The Cymnastics program is currently located in Avon in a facility provided by Vail Resorts. Over the course of the last three years numerous locations have been studied. The conclusion of these studies is that the Cymnastics Center best fiu on the Red Sandstone School site and the school district is in support of this decision. ln June of this year Chuck Ogilby directed FPA to prepare schematic design for a Cymnastics center of approximately 8600 sf over an enclosed parking structure on the Red Sandstone site. Estimates for this facility came in between 2.1m and 2.4m. ln order to bring the construction cost into line with available funding it was decided to eliminate the parking structu re and shrink the total square footage. In September of this year FPA revised the design and presented the information to the Eagle County School Board. The proposal was received favorably. Subsequently Karen Strakbein of the School District wrote a leter to the Town Council expressing approval and a preliminary commitment of $150,000 1o fundthe project Building Program The proposed gymnastics center is a free standing structure with an on-grade entry. The uses are distributed between the levels as follows: Lower Level -The lower level has an entry foyer and small reception desk for VRD to collect fees and assist members of the public with information and forms. Main Level -The main level has administrative offices, bathroom/changing rooms and the tymnastics area itself. Option Upper Level - The upper includes a viewing balcony and an exercise room for dance, karate, aerobics or children's tumbling. !6i{J F,r{l \irl Vdii{ri l-\rvr', Fallriritit C-1, VJil. (.i)li)rJrlr, ilt hi7 P: ':1.-L)..1. t,.r, i-tl l: t);{ 1. "{. ,: i ,.. i 11{ } I [: :nioiC]rarl,rrr,ltiiql-..r r:rt !.,\1\.!.til,)r( ]hiii.i ic.tr')fl'l ol ERCEFRITZLEN PI ARCHITECTS vAtL. cotoMDo Traffic lmpact and Parking There are 26 existing parking spaces that are striped. Nancy Ricci, principal of Red Sandstone School has identified 3B spaces for Red Sandstone needs. The Cymnastics Facility requires 12 parking spaces and one drop off space. The proposed parking plan provides 57 spaces, 7 in excess of what is required. Red Sandstone Staff 28 ' Red Sandstone Visitor 10 Cymnastics Facility 12 Total Required 50 Total Prooosed 57 The additional traffic impact from the Cymnastics facility on the Red Sandstone site is anticipated to be negligible. Red Sandstone School peak traffic impact occurs in the morning and the afternoon during student drop off. Peak impact for the gymnastics facility is anticipated to be offset from these times. Mike Ortiz of the VRD, confirmed that 90% of their classes are scheduled from 3:00 to 9:00pm Monday through Thursday. Toddler classes are scheduled in the early morning from approximately 8:00 to 10:00am. During the morning, toddlers are typically escorted by parenb into the gym and stay through the class. Mike has stated that parking needs for toddler parents is 6 to 8. Parking for staff is 4. Parking requirements for after school houn (after 3:00pm) will vary since most students will be dropped off. VRD after school program parking needs are complimentary to Red Sandstone School needs. funding The following funding has been discussed to date: $380,000 - UEVWS $150.000-Town of Vail $100,000 - Town of Vail in kind contributions $250,000-Vail Resorb $150,000 - Eagle County School District $1,030,000 - Total Fundi ng Anticipated Other sources of funding that have been mentioned include private donations and the Vail Recreation District. 165!,J Iil5t \ijl \',rll(,1 Dri,,r.. i',rilridrr- C'i. Viiil. C(,11)r,rdr li1 fr57 P: ri:i).,1?O.|)-t4:l | : 1) iil.4; i,. -lii( I I E: inhrl,g\,ril,.rrr lttltrils rlrr $\\.\\.! ii[irl hik]i1s.cin1r oa ERCE ARCHITECTS VAIL. COLOMDO FRITZLEN PI Construction Cost Earlier this year Fri?len Pierce Architecb requested preliminary pricing proposals from three contractors; Viele Construction of Vail, Beck Construction of Denver and Arco Construction of Missouri. Viele construction recently finished the Donovan Park pavilion, Beck completed the Cancer Center in Edwards and Arco had been suggested by Rod Slifer as a reputable prefabricated building supplier who had done work in the area. All of their proposals came in very close to each other at about $135 per square fool Based on that information FPA, at the direction of Chuck Ogilby, reduced the size of the facility to meet the projected funding. Lower Level 333 sf Main Level 6,905 sf Total 7,238 sf $977,13O -Total Construction Cost 7050sf @ g1 35/st Optional Upper Level 'l540sf $207,900 = Additional Cost 1 540sf at $135sf $11185,030 Total Construction Cost with the optional upper level. Construction Cost Exclusions: Architectural and Engineering Design Equipment and special flooring and wall finishes to be provided by VRD Landscaping to be provided by the Town of Vail Earth haul away to be provided by the Town of Vail Permits and Tap Fees to be provided by UEVVVS and the Town of Vail Parking improvements to be provided by Eagle County School District Schedule It is recommended that he construction of the building envelope occur during the summer months when school is not in session in order to minimize conflict with student traffic and parking. A tentative schedule would be: 10/22103 to 12lO1l03t Finalize Design and Funding 12101 lO3 to 1 2/30/03: Town of Vail Approvals 01 I 01 I 0 4 to O4 I O1 I O 4 : Construction Docu mentation O4lO1lO4 to 05/01/04: Constructjon Bidding and Negotiation O5lO1lO4 to O6lO1 104: Pre-Construction Planning 06101lO4 to 09/01/04: Construction Exterior Envelope O9/O1 I 04 to'l 2/O1 lO4 : Construction I nterior Fi nishes i{)5it Fa\l \iril Vrilc.r Driri'. fallrdqi: f-. t , Vnil, {-rrll)r;}d,r t-i I {:!!l P: !)7i-).+:r;.t' i+- i:: /)f(i lr'ir..litt) l F: intii€ir,ril.rr hitt,r is.r, rlr it'\l,\\,.\'dii,ir( lrili{ i}- t. ( \n-) ol FRTTZLEN Pr ERCE ^*q[ffSl: Ornership It is assumed at this time that the Town of Vail will build the facility and own it An operating agreement with the Vail Recreation Disbict for the use of dre facility will be eD(ecuted upon cornpletion. The school district has requesbd a joint use agreement to address a number of issues including parking. Action ltems for the Tonrn Council o Aprprove the proposed funding budget and schedule for the Gymnastics Facility Construction. r Inform other contributing entities of the project status. o Allow the Cymnastics facility as proposed to proceed through the planning and design rwio,v process. 1650 Easl Vail Vdlk-,y Drive, fallridge C-r. Vail, Grlorado ill657 P:97O.476.6.t42 f: atTt).47 6.49(j1 [: inlbf@vailarchitects.u.rrn www,.vailarchikrds,ff)m oooa aoo web: www.vailgov.com project tt^mez y' A;l 6/-^1t/,,cs 6u:/,/, DRB Number: DRB0502B3 project Descriptionr / Application Type: c*''ry,ht#*I DESIGN REVIEW BOARD ACTION FORM Depaftment of Community Development 75 South Frontage Road, West Vail, CO 81657 tef: 970-479-2138 fax: 970-479-2452 FINAL APPROVAL TO INSTALL AN AN ADA PARKING SPACE THE RED SANDSTONE SCHOOL Participants: OWNER VAIL COLOMDO MUNICIPAL BLDGO6/1Z2OO5 75 S FRONTAGE RD VAIL co 81657 AppucANT VAIL COLOMDO MUNICTPAL BLDG06/122005 75 S FRONTAGE RD CHARUE TURNBULL VAIL co 81657 ProjectAddress: 75 S FRONTAGE RD WEST VAIL Location: RED SANDSTONE SCHOOL-ssl N. FRONTAGE RD Legal Descriptionl Lot: Block: Subdivision: Parcel Number: 2101-064-0000-3 Comments: see conditions BOARD/STAFF ACTION Motion Byr Action: STAFFAPR Second By:Vote: DateofApproval:0611712005 conditions: Meeting Date: Cond: B (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 (P|-AN): 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 vojd 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, ne ,-mt{'ffi#,fiiif,*ill,u'il'' web: www.vailgov.com General Information: i .,".,,t . J U i1 l- .r 2Ni5 Tfi",i{i.;i,,1.P9y. refer to the submittal requirements for the partiorlar approval that is requested. An application for Design Rwiew cannot be accepted until all reguired information is received by the Community DE/elopment Departmlnt, 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 @nstruction commences within one year of the approval. tr Signs E Conceptual Review tr New Canstructiontr Addition u 0 .rr:-!r fPrJlrf r rrf |.|fE r\Eqlft;aLa t. ;ivr.+rtl 6_ ld.- tarf E t:a? ) 1i7., - . 4l y'A<_ .e*r,-.-ts1,... s.t..z J _ Name of Apptiant: (ll-.-/.'- f,-uo t,-l\ I ILrMaffingAddress: /3a ? EVA,4c;* />i't'o'< , 17 phOne: .l 7c.-</77- j./ZJ' * c . g9c- -j?6/tr L^E-maif Address: _Fax: '/7a - 4/ct-Z/5a Type of Review and Fee: \f Minor Alteration (multi-hmily/commercial) Minor Alteration (single-family/duplex) Changes to Approved Plans Separation Request $300 $2s0 $20 $50 Plus $1.00 per square foot oftotal sign area, No Fee $650 For construction ofa new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (indudes 250 additions & interior conversions). For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. 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 tr tr Description of the Request: For Office UsgOnffi Fee Paid: Meeting Date: Planner: .-*'-,- -.f) Sa*'Dsfc,o,f ::' L t:- t-'! E a.,'i,4t V .44.c0 t- q ^r,tas{r.-s C.#*. si ', '*, ss --l,o* {r?5o_9) O" p19 FI€OF tlr.4 r, GENTER I ,J* -...--1:sErlERsE _..*- ri'.r" .O\ER $(ST. ' ni'/'- . , A,. ../' !i':4 INSTru AFPRO)I r50 L.F o 2u MtN. -+' FVC SDR-35 SEWER SERV ilAB:AN WALL a.. ' nRtVE\{ AY ^or-r AL\ "' 6X\S1\NO A>' ' PROPERIY L\NL INSTALL 4' TAP DIYG. S-10 EXISTIN C U TILITIES 1(LOCATION BY OTHERS) \ lNSTAtt APFRoX._\ ,$J Lf O 382 4, YELOTIINE SEYIER SERVCE PER ERVTSD \ l,--- - moPos CI,EANO FL=8211 \j-,t ,,-#p Design Review Board ACTION FORM Department of Community Development 75 South toontage Road, Vail, Colorado 81657 tel: 970,479.2139 faxt 970.479.2452 web: www.ci.vail.co.us Project Name: VAIL GYMANSTICS BUILDING DRB Number: DRB040061 Prcject Description: NEW CONSTRUCNONOF VAIL GYMNASTICS Pafticipants: OWNER EAGLE COUNTY SCHOOL DIST RE 03/03/2004 Phone: PO BOX 740 EAGLE CO 81631 License: APPLICANT FRITZLEN PIERCE ARTCHITECTS O3l 0317004 Phone: 970-476-6342 1650 E VAIL VALLEY DR VAIL, CO 81557 License: ARCHITECT FriElen Pierce Architects O3lO3l2OO4 Phone: 970-476-6i42 1650 East Vail Valley Dr, #C-1 Vail, CO 81557 License: C000001402 Project Address: 551 N FRONTAGE RD WEST VAIL Location: 551 N FRONTAGE RD RED SANDSTONE SCHOOL Legal Description: Lot: 8-A Block 2 Subdivision: VAIL POTATO PATCH Parcel Number: 210105302013 Comments: see conditions BOARD/STAFF ACTION Motion By: Proper Action: APPROVED Second By: Woldrich Vote: 2-0-2 DateofApprovalz 03lt7l20Q4 Conditions: Condl 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. Condr 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: CON0006394 1. THE APPUCANT WILL PROVIDE A CORNICE DETAIL ALONG THE TOP OF THE PAMPET WALL ON THE ROOF AND SHOW THIS ON THE BUILDING PERMIT SET OF PLANS UPON SUBMITIAL. 2. AT LEAST 15 ASPEN TREE ARE TO BE PI.ANTED ON THE AGREED UPON AREAS AS SHOWN ON T LANDSCAPE PLAN TO BE SUBMITTED TO PLANNING PRIOR TO BUILDING PERMIT APPLICATION. 3, THE METAL AWNINGS OVER THE WINDOWS AND ENTRIES WILL BE BAKED ENAMELTREATED A PAINTED WITH BEN]AMIN MOORE HC124 Planner: Matt Gennett DRB Fee Paid: $650.00 ! Application for Design Review Department of Community Development T5Soulh Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 Iax: 97O.479.2452 web: www.vailgov.com General lnformation: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for th€ particular approval thai is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The proiect 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. Doscription of the Requestt --Jnu---6fauAe7t-- ?,.r., r ru u Location ot the Proposar: r-ot: 94 etocx: 1 Subdivision:-fl?j1-eE--LoZAil/A-aPomfofnk#' Physical Address: parcet No.:4t d to (rlol o t 3 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning:GU Name(s) of owner(s): a* nf l/t, , MAH 0 3 ?80* {So*"n"rt") Signatu Mailing Address:4,+*t€- E.mail Address: Phone: Fax: Type of Review and F€et . Signs . Coneptual Review @ New Construction. Addition . Minor Alteration (multi-family/commercial) . Minor Alteration (single-family/duplex) . Changes to Approved Plans . Separation Request $50 Plus $1.00 per square foot of tolal sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where squar€ foolage is added to any residential or commercial building (includes 250 additions & interior convercions). $250 For minor changes to buildings and site improvemenis, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, eic. $20 For revisions to plans already approved by Planning Staff or the Design Rwiew Board. No Fee For Office Use Only: -/- Fee Paidlt ?rr'.r.,.C_ ctrecr No.: / Application Date: Planner: 4s/* TJtu oe d,.- (-.pv RECEIVEI] Mailing Address: re(s): Name of Applicant: Roof Siding Other Wall Materials Facia Soffits Windows WindowTrim Doors Eloor Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other Notes: Buildinq Materials J,. Gruu*-,*'!t/'' Color PROPOSED MATERIALS Type of ltla!ile! 47Ue. ae> - <HoaTH Ftivrs H A/aep +/P/NL - €ntNe/> ^t4 K/lJ,veaC"67*?f a^r 7 5Y<'tet+l ^/4 44He 4< Daote- N/+ Hcr+ t - Pe r^t z€r) t4eTA.-' Fi (N feD t/d lt4 L A N D€cAPe ?4 u t+e^l er.TeCr OA /,/ a /f r'AJ a y'rtly' t*t d< - lt Eftc- @ lAaE G ee,e^) Lf k:ouJ N k/ lLB4r>- ''NaDt zED 4z- ut/ tru url */.+ 5t+He 16 PosZ x,J4 o4ez a ztT D+A-r, 6,aa"r' */4 N+ t/A @t- ,l'/ o*t an t{,1+-t-5Ee 4-df€/+E e f F/N /€H Ta Pl/t 7cJ1 fuA D au)/,42ao <- 1Y<7-etn Please specify the manufacturer's name, the color name and number and attach a color chip. 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Woncnly is gcod for ths lrfe cf the ooor !n1lef normoi uso operol cn, is lrcnsfercblc fronr huilding ov;ner to building owrer; ond is n oddition lo the stondord n{0-ye0r \'/0rf0niy rovering eoch (owneer door. | 90/350/500 Stondord Enlronces A single-sowte, asily odoptobla pmkoge ol door, door hone owl honlwore f 190r'350 frtrames ond shttteed opplioinns hove been large nsstb hunkffie inpld,h/.le testerl (See lR 50a/501 for additionoj door,/lvrd /,firc aptnns.) D* ' 190 Nqnow Slile - eng neered lor nrooerote lmffic . Slirn lock 2 I vcrtkolstile, 2 /, tor nnd 3 /' bononr rais 350 fl€diun Slile tnhon(e RnyVcr Crn I:,"' tin,1"pr!t: :' !r r:r:' t:rre [il.r[! lrr: rll "!r1oNc, i, tl !ere, Yi j Glr;,i f, ii-ro' H I U,cnr,|:rr$ 8r?,I! I.F I rIll il'E! l-J* . fSO l,tedium Srile - provider e r0 trenglh for high fiotfk . Vertkol stiles ond top ririh 3 /i'urd boltom roi s 6 y' l-l- . 500 wide stile - monumentol visuol slotemenh l0r heoviest troflii . Vertko stiles ord top roil 5 . ond bottom rcil is 6 1, ' All three enlronces feolure Dlol Moment weldec rorner rcnstrucliorr ,vilh sigm0 deel pefletrclon onrj fillet welds, rlLis corner merhonicrrl fos. tenings . D00r 0per01i0n is sin!leldouble tctlng i^rith morimgn 5s{u1rly cclrs or Tolch 8nr Ponics stondcrd . Architects tlussk l " rolnd benl bor prsh/pul hordwore in vor ous {inislres rrrrrl sizes . nli h rorge from /," lo I r Dcor fromes leoture Seuluir' buib polymeric weolher-slripptng ,0,,,,, ,,,, , rl.$,xll:.tfi[rll.:T:; A( .l :/,, r !! r/, g Lir[=,lser:]!1, toibridqe 1,10e 01c: I i.f ,r0, P { N i!,rii* i0|1,0d0r:. ln. t,ith0rr!r0r /r'10!r I :?rr! n Ketdlq.e eth 1)ila:3 iato..:3 0t4 \B(l) S.:4r , gtijjfl{' iode [onlejj hte'lltai,at. 190 l{orrov Slil. [nhonc€ t,rr rlrl : rx u rf '1 Si 'j, (Nr lrrt Ttt] lqr ij|rlqc:,- (tl!l$l suc i rrJ , :i'is$ h,i, r5JLY1 lhcrl f,t lrdrk.r (i fi l!!qA. Ci0rd to,rd.fir r:0rd! tr t0'10, Rob ;c. hL {th,rer! ! o'tf /)e a €TF-H 7/"/a+ r\Pr- L-o{plpac-fta' M aoE^uodat) Nerro+- P,^re d3/ -€z /*Jooo S,a,,,t L Cu.-rryr €rrtu-o C--oe. I BEN,JAt4t*t M*-d /.la-tz3 + I *$gm*' 1/'f07 \ ,/r+ , u ,'i .rn un nr) .-t I I r' t- Consistent Stone Sel'ics bv Kevstone offers beautifril soft texturos lvith tlre ntost consistent quality and l)peafallce available in a Scgnrentirl Rcrainirrg Wall. The Stone Series lino of ltroducts is clesigned for use in t'esidential, cornrnercial. governmcntal, and D.O. l. applications. !ronr plantcls attd trec tillFls to tall rt-.inforced eartlr stnrctures Slone Scries is ttre perfect sollltion for your retainillg vl'all projects. Bq xk,- Gl'r*'e'r'cs {'v r "Tttt c Srre ! ftvtuDrN C O _ l,u'-t u..r, z.< bprt={ ?t4/,q wa ll 316 EHI lEl {E {m INCANDTS(FNT specificati0n orderiog elamPle: i*** I t,,,t*,,,, I L';,,,', I illl,^,,,^,, I 5aturn Maxi Wdll provides general al well as dttent illumination. Both antr' clare tinqs shreld the lamPs ftom iiew and the Saturn ring refle(ts the liqht into the sPace.0ePending on tlie qlass enclosure, the illuminati0n is either soft or distinct finisn White of natural Painted aluminum, powdef (oated Material Encloturer cleal or white opal glass' Saturn ring: Die tut aluminum Antr- glare ring, oie formed aluminum' Back plate: 0ie cast alumlnum' Mounting 5urface: Mounted directly to finished surface over a re(essed 4" o(tagonal jun(tion box. Product cooe 5AW-MAX tight souICe 2/26W /G G24q'3d'' 2,/1 5ow/A-21/tt mediumD o Voltage 120-777\l 120V Finish NAT. PAINT ATU. WHT weight Max.20 lbs. l"abel cUt, Wet location. l8EW. SDe(Ificalron not€s a Ct voriant rs ptovided wrth whlre opal olats en(losure 6 lncandescent variant rs provided wrln rlear alots enrlotute c. (t ;alidnt i9 Provided wrth one 120 277v Inlegral eleclronic ballasl d lncandeScenl vafiant ls only ava laDle in 120V Inlo norcs I Ihe comDalable [U ver5ion hai tne lollowrnq abttrl(atlon' Inqresl Proteclon tode: 1Ptr4. Spale oaf$: orbitef/5atuln clear qla5s o'hirei/laiurn white oPdl glaes Saturn lV\ axl Wall Design: ioachim leoPet gt 7\' a-+ tt1" I O \/ .-V4 t-- Lel/*rplqn c' s u fJ"uuHomann Wall Design: Alf re{i Homann f,pr€erc Ltort 7< c/z/oi wa ll 3C l 61' Homann wall emits an asymmetrical and direct downward illumlnation. The quarlo globe is raised lrom the back platg allowing light to pass lhrough, showing the luminaire form in (omplete dafkness. Finish White of natural painted aluminum, powder coated. Material Shield: Injection molded clear poly- carbonate. Shade: Die (ast aluminum. Back plate: Die (ast aluminum. Mounting Surface: Mounted directly to finished sudare over a tecessed 4" octagonal lUncl0n box. Weight Max- 6lbs. tabel cUl-, Wet loration. IBEW. specification orderinq erample: : l, 13 14 |Prod.code I I'ghr soucc I volt I ant'tr IHorrl | 1/40w/c16.5/tE candetab.a | 1Z0V I WHT I Produ(l code HOM tight sourre 't / 40w /G16.s/tt candelabn Voltage 120V Finish NAI PAINT ALU, WHT 0plions Name plate nat. paint alu, Name plate while Vandal shield Info noles: L The comparable Eu versioo has the following clat5ilication: tngress protectton (ode: lP2l. f o ****:;*++'l,t ** *r* ****{.***r!rF*****++:t*!t*++**'}***:t*t!tt***,}******'** * r!***:t:t:tr**{r***t't*****{.**+******:* TOWN OF VAIL, COLORADO Starement******++++'*+**'***:$*****!t ***!t**+****++*********'r**,r:r.1!***,*,rr.:r***:F:;***** ** * * 'i **:|'t't** ***++**++:f * Statement Nunber: R04000s468 Amount: 9550.00 03/04/2OO4L0:12 A Palment Method: Check Init: ,JS Notation: Permit No: DRB04005L Type: DRB - New Conslruction Parcel No: 2101063 02 01 3 SitE Addrees: 551 N FRONTAGE RD WEST VAII, LOCAtion I 551 N FRONTAGE RD RED SAIiIDSTONE SCHOOIJ This Palment: $650.00 TotaL Feea: 5550. OO Total ALL Pmta: $650. OO Bal-ance:$0-00**** *****+'t+++1.1.***'f'|.****{!r.****:***** * **+'t:t:}*l't****+*{.'i't*+****** *:* * ******+*!t,t*+*1.****:fr.** ** ** ACCOTJNT ITEM LIST: Account Code Descri pti on Curnent Pmts 650.00DR OO1OOOO31122OO DESIGN REVIEW FEES I\i9ov n< '\gtc-(v .ii:rrr,,,,:i :tiitrl, r-- ,i ':.,-i I 1r.,. l I'ii,r,.: .,,.:-'j1 ;1, !. i,r:..'; - ()-1 i. ii.j 'JIlrrii: l rt,s.:'i'1 1l1,..]3, rt:-'i,..,,1i. f.-I t!}G*rbtedr i{EPWOfrTH - PAWI-AT( GEOTECiiNI.AL SUBSOIL STTTDY FORFOUNDATION DESIGN PROPOSED GYMNASIUM ADDITION RED SANDSTONE ELEMENTARY SCHOOL 551 NORTH FRONTAGE ROAD WEST VAIL. COLORADO JOB NO. TO4LO} MARCII 24,2004 PREPAREDFOR: FRITZLEN PIERCE ARCHITECTS ATTN: LYNN FRJTZLEN 1650 VAIL VALLEY DRTVE, SUITE C-l VAIL, COLORADO 81657 Parker 303-841.71L9 o Coloradosprings 119-633-5562 " Silr'erthome 970'468'1989 l it.:.,. i.l:-i : r . . . l r ' - 1 r ' : . : : : : . | : | . . Of :dt \fe'l _.: n... {\c(kf TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY.. .......- 1 - pRoPosED CONSTRUCTION.... ......... ......".....'...'.'.....- I - SITE CONDITIONS -..-.......'...- 2 - FIELD EXPLORATION................ ..'.'."'.....-2 - SUBSUR-FACE CONDIT1ONS................,... .....................- 3 - ENGIMERING AI.IALYSIS .-.'........'....-....- 3 - DESIGN RECOMMENDATIONS.... ,."......- 4 - FOUNDATIONS.........,....... ..-................'..- 4 - FOTINDATION AND RETAN\IING WALLS..,., ...........- S - FLOOR SLABS ...'...'..........- 6 - UNDERDRAIN SYSTEM...... .......,...,......7 - SITE GRADING................... ..................-.- 8 - SURTACEDRAINAGE. ....- 8 - LMITATIONS.................,.. ..............,.....'....- 9 - FIGURE I - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF HGLORATORY BORINGS FIGI]RE 3 - LEGEND AND NOTES FIGURE 4 - GRADATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STTIDY This report presenrs the results of a subsoil study for a ploposed gymnasium addition to the Red Sairdstone Elementary School,55l Norlh Frontage Road West, Vail' Coiorado' The pr-oject site is shown on FigLu€ 1. The purpose of 1he study was to develop hecomnendations for the foundation design. The study was cottducted in accordalce with our proposal for geotechnical engineering services to Fritzlen Pierce Architects dated January 26,2004. We previously conducted a geologic site assessment at the projectsiteandpresentedourfindingsinareportdatedJanuary 16,2004,JobNo. 104 102. A field exploration program consisting ofexploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field erploration were tested inthe laboratory to determine their classification and other engineeri:rg characteristics. The results ofthe fietd exploration and laboratory testing were analyzed to develop reconrmendations for foundation'types, depths and allowable pressures for the proposed building foundation. This report summariees the data obtained duringthis study and presents oul conclusions, design recommendations and oflrer geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed gymnasiurr will be a 2 story steel frame structure with the lower levei stepped into the hillside. The exercise facilities and entry will be on the lower level next to the parking and the gymnasium will be on the second level. Ground floors will be slab- on-grade. Grading for the structure will be relatively extensive with cut depths up to about 25 to 30 feet. Foundation loadings will be relatively healy and cagied raainly by contiuuous walls. The uphill wall of the gylurasiurn will ilot have rnid span support and alternative methods are being evaluated to reduce unbalanced lateral eafih loading or1 the wall. Job No. 104 102 c&Ftecrt 1 lf building loadings, location or grading plans ehange significantll'' fi'om those described above . we should be notified to re-evaluate the Lecommendations coutained iu this repoft. SITE CONDITIONS The project site was in simiim condition to lhat described in our geologic assessment report except tliat the snow depth was less and a trail had been cut for the drill access. The ground surface is steeply sloping down to the south at a grade up to about 50% with about 35 feet ofelevation diflerence across the building footprint. Vegetation consists ofgrass, weeds and brush. The westem part appears to have been cut, possibly by the original construction. The eastem part ofthe site has sage brush which appears natural. The bedrock in the project area generally has a bedding dip down to the west across the hiilside slope. There are no natural landslide conditions in the project area. FIELD EXPLORATION The field exploration for the project was conducted on February 27,2004. Two exploratory borings were driiled at the locations shown ou Figure I to evaluate the subsurface conditions. The borings were advanced with 4 inc,h diameter continuous flight augers powered by a track-mounted CME-45 drill rig. A trail was cut across the building site from the southeast comef to access the uppel part of the proposed building site. The trail was then reclaimed after the drilling was completed. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Slotted PVC pipe was placed in the uphill boring for water level monitoring. Sampies of the subsurface materials were taken with 1% inch aud 2 inch LD. spoon sanrplers. The samplers were driven into the subsurface matetials at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetratiou test described by ASTM Method D-1586. The penehatiou resistance values are an indication ofthe relative density or consistency ofthe subsoils and hardness ofthe Job No. 104 102 e&Ftecrr - __) - bedrocli. Deptlrs at u'hich the san:ples were talien and tlie penetratiott resistatrce values are showp on tire Logs of Exploratory Borings, Figule 2. Tire sar:iples were retuned to our laboratory for revieu' b1'the project engineer and testing. SUBSUFJACE CONDITIONS Graphic logs ofthe subsurface conditions encountered at the site are shown on Figure 2. The subsurface conditions encouutered were variable. and belorv a sirallow fill depth. consist of mainly siltstone-sandstone bedrock materials at Boring I (uphill side) and medium deuse silty to clayey sand and gravel witb cobbles at Boring 2 (downhill side.)' Drilling in the bedlock with auger equipment was diffrcult due to its hardness aud drilling refusal was encountered in the deposit in apparently cemented rock. The fill materials were mainly granular soils but some construction debris was encountered at Boring 2. Laboratory testing performed on samples obtained from the borings iacluded natural moisture contetrt and gradation analyses. Results ofgradation analyses performed on small diameter drive samples (minus 1% inch fraction) of the coarse granular soils encountered at Boring 2 are shown on Figure 4. The laboratory testing is surnmarized on Table 1. No free water was encountered in the borings atthe time of clrilling or when Boring 1 was checked 10 days later. The subsoils were slightly moist to moist and the bedrock was relatively dry. ENGINEERING ANALYSIS The subsurface conditions encountered in the borings are variable but suitable for support of spread footings with relatively low settlement potential. The upper part of the bedrock is fi.actured a1d broken which could pose some stability concel'ns. We expect that "soil nailius" of the rock to stabilize the cut should be feasible from a geoteclnical viewpoint. iob No. 104 102 c#Bt*cn -4- TIie sire shor.ild be obsen'ed to finalize our e'r,aiuation of the poteulial rockfall impacts to the site as recotnmended in out'previons geologic sile assessnrellt report. DESIGN R.ECOMMENDATIONS FOLTNDATiONS Considerilg the sLrbsurface conditions encountered in the exploratory borings and the nature ofthe proposed construction, we recouulend tlle building be founded with spread footings bearing on the natural granular soils and bedrock naterials. The design aud construction criteria presented below should be observed for a spread footilg foundation system. 1) Footings placed on the uatural grauular soils should be designed for an allowable bearingpressure of3,000 psf. Footings that are placed entirely on the undisturbed bedrock materials (maidy the back wall) can be designed for an allowable bearing pressure of 5000 psf. Based on experience, we expect settlement offootings designed and constructed as discussed in this section will be about 1 inch or less but could be differential between the different bearing materials. 2) The footings should have a minimum width of 18 incltes for continuous walls and 2 feet for isolated pads. 3) Exterior footings ard footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. . Placement offoundations at least42 inches belowexterior grade is typically used in this alea. 4) Contiuuous foundation walls should be reinforced top and boftom to span local anomalies such as by assurning an unsupported length of at least 1 0 feet. Foundation walls actiug as retaining structul'es should also be designed to resist lateral eafih pressures as discussed in the "Foundatiou and Retaining Walls" section of this reporl. Job No. 104 I02 c&6tecr' -)- All existing irll. topsoil aticl an1' loose ot'disturhed soils ancl r6ck sirould be removed ar.rd tlre footing bearing level exteilded dorvn 1o t'elatjr''el) dense llatural granuiar soils or bedrock. If r.,r,ater seepage is encottntel'ed. the footing areas should be dewatered before concrete placenient A repr-esentalive oftire geoleclurical engineer shoulcl observe all fcroting excavations prior to conctete placen.rent to er,aluate bearing conclitious. FOUNDATION AND RETA]NING WALLS Foundation walls and retaining stntctures which are lateraliy suppofted and can be expected to undergo only a slight amount ofdeflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weiglrt of 50 pcf for granular wall backfill and walls that ate up to I 5 feet high. A uniform plesswe . distribution in psf of 25H should be used for taller wa1ls where H is the height of flre wall in feet. Cantilevslsd rc{aining structures which ate separate from tire building and can be expected to deflect suffrciently to mobilize the fuIl active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 40 pcf for granular wall backfill. If the backfrll distance behind the uphill wail is about 4 feet and crushed rock is used as backfill, the earth pressure loading in psf can be reduced to 15H. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge plessures such as adjacent footings, trafftc, constructionrnaterials and equipment. The pressures recomrlended above assurne drained conditions behind the walls and a horizoltal backfill surface. The btrildup of water behind a wall or an npward slopilg backfill surface will increase the lateml plessure irnposed on a follndation wall or retaining structue. An underdrain should be provided to prevent hydrostatic pl€sstire buildup behind walls. Backfill sirould be placed in unifoul lifts and compacted to at least 90% of the Inaxitlutn staldard Proctor delsity at a moisture content near optimutn. Backfill in pavement and 5) 6) Job No. 104 102 c&Stecrr -Ll- \,vall:wa)'arcas shoulcl be coulpacted t() al leasl f-io'i 9111tt rnarlintttrn staudard Proctor densitl'. Car-e shoulcl be talien no1 10 over compact lhe backfrll or use lat'ge eqLtipnient near tire u,alL, since this could cause excessil'e laleral pressufe on the rvall' Some settlernenl ofdeep foundation rvall backfill should be expecled. even iftlie material is plar:ed correctly, and could result in distless to facilities coustrltcted or: the backfill. We reconrnend granular soils for backfilling foundalior: walls zmd retaining structlu'es because their use results in lower laleral earllr pressures ald 1he backfill will improve the subsurface drainage. Grantriar wail backfill should contain less than 20% passing the No. 200 sieve and have a rnaxitnuut size of6 inches' The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance ofthe footing on the foundation materials and passive earth pressure agaiast the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based ou a coefficient offriction of0.45 for granular soils and 0.50 for bedrock. Passive pressure ofcompacted backfill against the sides ofthe footi:rgs can be calcuiated using an equivalent fluid unit weight of400 pcffor granular soil backfill. The coefficient of friction and passive prcssure values recommended above assure ultimate soil strength. Suitable factors ofsafety should be included in the design to lirnit the strain which will occur at the ultimate streugth, particularly in the case of passive tesistance. Granular fill placed against the sides ofthe footings to resist lateral loads can be assumed to have a moist unit weight of 130 pcf when cornpacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils and bedrock are suitable to support ligirtly to moderately loaded slab-on-grade constluction. To reduce the effects ofsotne differential mgvenlenq nonstr.uctural floor slabs should be sepalated fi'onr all bealing walls and colunurs with expausion joints which allow unlestrained vertical movemeffi. Floor slab control j oints shogld be used to reduce damage due to sluinkage craclcilg. The requirernents for joint Job No. 104 102 c$tecn -t - spacing ancl slal't leinforcement shor-rlcl be establisliecl b1' llie designer Lrasecl ott experietice ancl lhe iltelded slab use. A miniutu:r 4 inch layel of fi'ee-clraining gravel sl'rould be placed beneath basemenl iei,el slabs 1o facilitare dt'ainage. This material sliould consisl of nrinus I inch aggregate with at least 50or'o retained on the No. 4 sieve and less Ihan2o,'t passing the No. 200 sieve. I All frll materials for support of floor slabs should be compacled to at least 95% of maximum stanclard Proctor clensity at a moisture content near optimum. Requilecl fill can consist ofthe on-site granular soils devoid ofvegetation, topsoil and oversized rock. T]'NDERDRAIN SYSTEM Although fi'ee water was not encountered durilg ou exploration, it has been our experience in mountainous areas and where bedrock is shallow that local perched groundwater can develop during times of heary precipitation or seasonal rllnoff. Frozen ground during spring runoffcan create a perched condition. We recomrnend below-grade construction, such as retaining walls and basement areas, be protected from wetting and hydr.ostatic pressure buildup by au underdrain system. The drain should extend up the perimeter walls to within about 2 feet of ground surface. The drairts should consist of drainpipe placed in the bottom of the wall backfiil surrounded above the invert level with free-dlaining granular material. The drain should be placed at each level of excavafion and at least I foot below lowest adj acenl hnish grade ancl sloped at a minimum 7o/o to a suitable gravity outlet. Free-draining granular material used in the underfuain system should contain less than 2% passing tire No. 200 sieve, less than 50% passing the No. 4 sieve and have a maxiurum size of Z inches. The drain gravel backfill should be at least 2 feet deep. Job No. 104 102 c'&Btecn (io- SITE GRADING T5e1e will be a risli of consrluclion-induced slope instabilit-l' at tiie site dlle 10 tlle pr.oposerl extensi\re excavarion. \\''e tuderstand lhat the uphill cu1 u'ill plobably be retained by permalent shoring ratlrer than sloped bacli into the hillside. We expect that the shoring l"r,,ill be clesigned by a specialty contractor. We can rer,iew their design when l.equested. Filis should t1'pically be lirnited to atront 1 0 1o 12 lbel deep to iimit settlernent risk. Structural fills sliould be compacted to at least 959'o of the maximunt standard Proctor density near optimun moisture content. Prior to fill placement, tire subgrade should be carefiJly prepared by removing all vegetation and topsoil and compacting to at leastglo/o of the maximurn standard Proctor density. The fill should be benched into slopes that exceed 20% grade. Pemanent uruetained cut and filI slopes should be graded at2hornontal to 1 vefical or flatter and protected against erosion by revegetation or other neans. Tire risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes rnay lre necessary. If seepage is encountered in permanent cuts, an ilvestigatioq should be conducted to determiae if the seepage will adversely affect the cut stability. SURFACE DRAINAGE The following drainage precautions should be observed during construction and m.ai-utained at all times after the building has been cornpleted: 1) LI Inundation ofthe forurdation excavations ald underslab areas should be avoided during construction. Exter-ior backfill should be adjusted to near optimum moishrre and compacted to at least 95% of the tnaxinrum standard Proctor density in pavement and siab ateas and to a1 least 90o/o of the maximum standard Proctor density in landscape areas. The ground surface surror-rnding the extetior of the building should be slooed to drain awav from the foundation in all directions. $/e 1l Job No. 104 102 c&Btecn -9- reconxrellcl a minimum slope of I2 inches in the first 1() feet iil unpar,ed areas and a nininrurt slope of 3 inches irr rhe frrsl I0 feet in paved areas' Free-draining wall baclifill should be capped u'ith zLbout I feet of the on- site soils to reduce sutface water infiltarioti. 41 Roof downspouts and drains sirould dischalge rvell bet,oud the lirnits of all backfi11. LIX{ITA.TIONS This study has been conducled in accordance with generally accepted geoleclnical engineer.ing principles and practices in this area at this time. We make no warrauty either express or implied. The conclusions and recomrnendations submitted in this report are based uponthe data obtained frorn the geologic site review, exploratory borings drilled at the locations indicated on Figure 1, the proposed type ofconstruction and oul experience in the area. Our services do not include detenlinilg the presence, prevention or possibilrty ofmold or other biological coutaminauts (MOBC) developing in the futue. If the client is concemed about MOBC, then a professional in this special field of practice should be cousulted. Our findings include interpoiation and extrapolation of the subsurface conditions identified at the exploratory boriags aud variations in the subsurface conditions may not become evidelt until excavation is perfornred. If conditions encountered during construction appear different from those described in this repofi, we should be notified so that re-evaluation of the recomrnendations may be tnade. T6is report has been prepared for the exclusive use by our ciient for design purposes. We are not responsible for technical interpletations by others of our information. As the project evolves, we should provide continued consultation aM field services during constnrction to review and monitor the inr.plenrentation of our recornmendations, and to verify that the lecommenclations have been appropriately interpreted. Significant design changes may r.equire additional analysis or rnodifications to the reconr:lendatiorx oresented helein. We recomnend on-site observation of excavatiorx and foundation Job No. 104 102 c&5tecn o CAL.INC. Redwinrc Engineers-attn: Sean Molloy Peak Land Consultants-athr: George Mwsman 'qffi15221 Steven L. Pawlak, P Reviewed By: Job No. 104 102 c$tecfr (-t AppRoxMATE SCALE /-- PROPERTY BOUNDARY 1"=4o' /l/rr--!-1 BUILDING SEIBACK FROPOSED IJ :'.1 ;i, lIL,L'I ,' t.l l: 10+ 102 BORING 1 ELEV.=8268' BORING 2 ELEV.=8234' PROPoSEO 13t LEIEL FLO0R = a236' 50/3 PRoPOSED znd LE\EL FLOOR - 82t16' Note: Explonotion of symbols is shown on Figure 3. I *=.. J 1fi.':,, ()oLL I CLoo o 0) LL I CLoo LOGS OF EXPLORATORY BORINGSHEPWORTH-PAWLAK GEOTECHNICAL, INC. F I LEGEND: lX MAN-pLACED FILL; on-site cut moteriols ot Boring 1, moinly silty cloyey sond ond grovel below X ospholt povement of Boring 2, some wood ond insulotion foom trosh. E9l ErE SAND AND GRA\EL (SC-GC); silty, cloyey, some cobbles, possible boulders, medium dense, moist, ffl mixed brown. Rock frogments ond gronitic rock' taffi WEATHERED SILTSTONE-SANDSTONE; medium hord to hord, froctured ond broken, slightly moist, YJ mixed brown. ffi 5;LTSTpNE-SANDSToNE BEDRoCK; hord to very hord, some cemented rock with depth, light brown ffi ond gioy. Minturn Formqtion. Relotively undisturbed drive somple; 2-inch l.D. Colifornio liner somple. Drirae somple; stondord penetrotion test (SPQ, 1 3/8 inch l.D. split spoon somple, Asllvl D-1586' Drive somple blow count; indicotes thot 21 blows of o 140 pound hommer folling 30 inches were reguired to drive the Colifornio or SPT sompler 12 inches. Indicotes slotted PVC pipe instolled in boring to dcpth shown. (Boring 1 only) Procticol drilling refusol. 1 . Explorotory borings were drilled on Februory 27, 2OO4 with o 4-inch diometer continuous flight power ou 2. Locotions of €xplorotory borings were mecsured opproximotely by pocing from feotures shown on the site plon providcd. 3. Elevotions of explorotory borings were obtoined by interpolotion between contours on thc site plon provided. Logs ore drown to dePth. 4, The explorotory boring locotions cnd elevotions should be considered occurote only to the degree implied by the mcthod used, 5. The lines between moteriols shown on the explorotory boring logs represent the opproximote boundories between moteriol tlpes ond tronsitions moy be groduol. 6. No free woter wos encountered in the borings of the time of drilling or when Boring 1 wos cfiecked 1O dop loter. Fluctuotion in woter level moy occur with time. 7. Loborotory Testlng Results: WC=WoterContent(Z) +4 = Percent retoined on the No.4 sieve -2O0 = Percent possing No' 200 sieve 21/12 ffi T NOTES: LEGEND AND NOTES Figure 3HEPWORTH-PAWLAK GEOTECHNICAL, INC.10+ 102 24 lk. 7]n o .+5 llft. t5 t.{- 60.ra. tglr'L a f,{. I LlL us. sT r{)$[t sEnEs .ot4 .tut '.1p .t00 l,il z8 174 OF PARTICLES IN MILUMETERS oz6a o- Fzlrl Elrl(L .@f .oa2 .dr5 .ttalt .0t9 .ost DIAME1ER 9,5ta5 te.o GRADATION TEST RESULTS Figure 4HEPWORTH-PAWLAK GEOTECHNICAL, INC.10+ 102 CLAY 'O gLT GRA\EL 38 % SAND 43 LIQUID LIMIT % SAMPLE 0F: Cloyey Sond ond Grovel % SILT AND CLAY PLAS'IICITY INDEX % FROM: Boring 2 ot 9 ond 19 14 Feet Combined a cn 1) (: '- C ai v,q) U tl-td o:z "'6 lll -rt c.) o-t I o,6 O a\o l]- c;z. o . rf\Yt"z :r3i(, tfJ-d Zin =LiUF Hi'1 d.tspr (9 ,? "' r'Z - rV<t40 -r -r tral =9<<-Jor [L Fr{6a =o-LJJ -)IA aL/t4/ZAAE 16:58 s7s4764t FPS PAGE AL EAGLE COUNry SCHOOL DISTRICT RE sOJ P.o. BoX 740 o E{Gll, COLoMDo 91631 . (970} g28-6321 . FAx (920) 3ZB,lO24 RS: GYMNASTICS CENTER AT RED SANI}SToNE ELEMENTARY Dear Town Council, On Wednesday, Octobcr 22, 2003, thc Board of Education discussed tho proposed Gyrnnastics center to be constructed to the east of Red Ssndstonc Blementary school. Iriayor Kurz inroduced Lynn Fritzlen who provided the Board of Education with an updated sketch oftho project and answe;rod several questions the Board exprcssed at the Septerrrber 24th Board of Education work session The Board ofBducation is generally in favor of contibuting $150,000 towards the Gynnastics Cernter together with an approved Joint Use Agreemept. The Board of Education directed staff to work on a Joint Use Agrcement with the Town of Vait aod the Vail Rccreation District to dEtennine the future shared uses of the facility. It is our hope that individuals from tho Town ofAvon and the Vail Rcsreation District will beideutifiodty each orgqnizatiou to work on this Joint Use Agr€crnent. ThE Board appointed a subcommittee of Connie Kincaid-Strahao, Karen Strakboin and Nancy nicci from the schooldistrict. Please contact me to let me know when the individuals from thc Town and Recreation Districthave been idontified aud the date, timc and location of the first meeting. W" i""t forward toworlcing with you on this joint ppject. Sincerely, October 27,2003 Town Council Town ofVail 75 South Frontage Road vaii, CO 81657 'aA(ntL-t Karen Strskbcin Assistant Sup crintendent Co: Board ofEducation Vsil Recreation Disbict Lynn Fritzlen, Fritzlen pierce Architects