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Home My WebLink AboutVAIL LIONSHEAD FILING 1 BLOCK 1 TRACT D EAGLE BAHN GENERAL MIXED DATES 1 OF 2 - 1 LEGAL.... 75 S.Frontage Rd. Vail,Colorado 81657 ••-.entcu drau~1 tate of Col ans must besu Protection Contractor. Contact EaIe Coun Assessors Office at 970-328-8640 or visit www.eaa/e-coun .com for Parcel # I Parcel #(Required if no bldg.Permit #is provided above)ZtO t 07 R 0760 8 JobAddress:I ·h d:=a ,.£' ",IOn:>t a ---'dw.Jl.. I Subdivision:Vtd vH Phone: Work Class :Addition()Remodel (Repair ()Retro-fit ()Other( I T ypeofBldg.:Sing e-family()Two-family (Multi-fa mily ()Commercial ()Restaurant ()Ot her( i No.ofExist ing Dwe lling Unitsin th is building: Doesa Fire Alarm Exist :Yes ()No o !No.of Accommodation Unitsinth isbuild ing: Does aFire Sprin kler Sys tem Exist:Yes (No ~ COMPLETE VALUATIONS FORALARM PERMIT (Labor &.Materials) FireSprinkler :$ Contractor Signature: CO NTRACTOR TNFORMATION Town ofVail Reg.No.:Contactand Phon e#'s: 4-"r .: ***~!:!dd:**********k i:********************FOR OFFICE USEONLY ****************:bit *idr **********'*****r. i Accepted By: !Date Received : I Public Way Permit Fee: I Other Fees: F:/everyone/forms/sprkperm •STATEOF COLORADO DIVISION OFFIRE SAFETY • PLAN REGISTRAnON FORM o.,<-!0 I ;9/rtLConlmdN Registration Nu,,:"'"~'-i f---r ------ Contractors Name COA'CtlaJ (1 tl f P1L1I1it1:LMCL1'--_ 5 /.sf Q IUbtLUft Certification No.(Certified Fire Suppression Inspector) Jurisdiction _ Comments _ (for additional comments use separate sheet) Distribution:Original copy goesto Division ofFireSafety upon total completion ofform.Copy tolocalfire department. Copy to contractor and copyto building owner upon completion and sign-off. DI re:---~:...:-------- Product Submittal & Hydraulic Calculations • MARVIN E.HEATH ICET IV #79201 1 ), • CHAIR 8 SKIER SERVICES BUILDING Lionshead Base Area Vail,Colorado CENTRAL FIRE PROTECTION CONTRACTORS,INC. 10775 EAST 51 ST AVENUE DENVER.CO 80239 303-576-8157 FAX 303-576-8159 STATE LICENSE #004 CFPC(iil,CFPC.US v I I I I I I I I I I I I I I I I I I I Chair 8 Skier Services Bu"'ing Drawing Date:10-11-200~ Notes:10%Reduction taken before calculations. SYSTEM VOLUME 58 Gallons HYDRAULIC DESIGN INFORMATION SHEET 7:10 o gpm 10/21/05 Well Proof Flow Tank or Reservoir Capacity 0 gal Elevation 0 o gpm 0.0 psi o System Type :WET Sprinkler or Nozzle Make:Globe Model:GL5604 K-Factor:5.60 Temperature Rating:155 Occupancy:Type B Remote Area Number:1 Contractors Telephone:303-576-8157 Building sq ftl I sq ftl gpm I gpm I Pump Data Rated Capacity Rated Pressure Elevation Make: Model: Hazard:Light 15 Flowing Outlets psi Required:111.2 @ Source psi psi gpm Test 126.0 122.0 3506 0" Chair 8 Skier Services Lionshead Base Area Vail,Colorado 10-11-2005 Central Fire Protection 10775 E.51st Avenue Denver,CO 80239 Kim Souva By:SprinkCAD www.spr inkcad .com 451 N.Cannon Ave. Lansdale,PA 19446 Job Name: Location: Drawing Date: Contractor: Construction: Reviewing Authorities:Vai l SYSTEM DESIGN Code:NFPA13 CALCULATION SUMMARY gpm Required:550.3 WATER SUPPLY Area of Sprinkler Operation 1074 Density (gpm/sq ft)0.100 Area per Sprinkler 225 Hose Allowance Inside 0 Hose Allowance Outside 100 Location: Source of Information: Water Flow Date of Test Static Pressure Residual Pres At a Flow o f Elevation ,Designer: Calculated I ,. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Available Pressure of 125 .9 psi Exceeds Required Pressure of 111.2 psi This is a safety margin of 14.7 psi or 12 %of SUpply HYDRAULIC CALCULA'!'ION DETAILS SAFETYPRESSURE To tal Loss fo r Ba se o f Riser 7:10 9.5 psi 14.7 psi 111.2 psi 125.9 psi 10/21/05 5 50 550 gpm FLOW LOSS gpm psi TOTALS 450 50.7 psi 4 50 3 .5 450 3 .6 450 0.0 450 0.9 4 50 2 .2 450 0.2 4 50 11.3 450 9 .7 45 0 1 6.4 450 0.0 3.5 51.1 psi 450 101.7 psi 100 gpm 550 3.7 55 0 2 .8 550 2.7 550 0.2 4.026 3.06B 3.06B 3.06B 3.314 3.068 3 .3 14 4.510 4.026 4.02 6 4 .026 HYDRAULIC LENGTH C 1D "4068A" Required at Base of Riser Fixed FlowFlow Loss 100'140 3 2'1 20 3 1'1 20 2'120 Hydr Ref R1 Total Loss for Underground Hydr Ref W Requ ired a t Hyd Area 1 2 3"Grvd 90 Ell Fire-l oc k 1 4 I 1 20 1 3 "Gr vd Ch eck Valve VIC "716"16 '120 1 3"Grvd Coupling Fire-lock 0 '120 1 Pipe 3"DFx50 ALLIED 6'120 1 3"Othe r Val ve CSCRi ser Mani fold 10 '120 1 Pipe 3"DFx5 0 ALL IED I'120 1 3"Grvd Ba ck Flow Val ve Watts "957"CHART LOSS 13 "Grvd Othe r Val ve Wilkins "FS"St CHA RTLOSS 1 3 "Grvd Pr RdVa lve WILKINS "500FC"CHART LOSS 1 4"x 3 "Flngd Redu cer Con 0'1 20 Elevation Change B'O" 1 Pipe 4"DI x18 Allied 2 4"MJ9 0 Ell MECH J OINT 14 "MJ Tee MECH JOINT 1 4"Flngd Gate Valve Kennedy Chair 8 Skier Services BU~ing Drawing Date:10-11 -200~ QTY DESCRIPTION Hydr Ref R2 Required at Source Water Source126.0 psi static,122.0 psi residual @ 3506 gpm Maximum Water Velocity is 19.8 fps I . I I I I I I I I I I I I I I I I I I Drawn By SprinkCAD Tyco FIre Products (800)495-5541 Hose Allowance Inside:0 gpm Outs ide:100gpm Required Pressure:111.2 ps i TotalFlow:550 gpm Safety Pressure:14.7 psi Water StaticPressure:126.0 psi Res idualPressure:122.0psi Flow:3506 gpm Date/Lac: I Suppl I - 100gpmhose I I I I I I . 60 40 80 20 Job Chair 8Skier Services Building uonsneac BaseArea Vail ,Colorado RemoteArea :1 140 120 • • p S I 150225300375 450 525_.________IllilfW _,_600 675----750--- I .Chair 8 Skier Services BU~ing Drawing Date:10-11-200~10/21/05 7:10 HYD REF 1 K FACTOR SIZE 10 1 C TYPE #FITS I Pt I Pf Pe 1 Pv I Pn 1 Pdrop Phead 1 ELEV PIPE FITS 1 NOTES: 1 1 1 1 1 1 1 1 1 LEGEND Hydraulic reference.Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm)=Kx -\/p- Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 -90 deg Ell 45 -45 deg Ell T -Tee LT -Long Turn 90 Ell SPEC -Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi)at fitting Friction loss (psi)to fitting where Pf =1x4 .52 x (Q/C)Al.85 /IO A4.87 Pressure due to change in elevation where Pe =0.433 x change in elevation Velocity pressure (psi) where Pv =0.001123 x QA2/IO A4 Normal pressure (psi) where Pn =Pt -Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. -Pressures are balanced to 0.001 gpm.Pressures are listed to 0.01 psi.Addition may vary by 0.01 psi due to accumulation of round off. -Calculations conform to NFPA 13 edition. -Velocity Pressures are not considered in these Calculations -Path #1 is from the most remote head back to the water source. -Later Paths are from the next most remote head back to previously defined paths I Chair 8 Skier Services Bu.ing Drawing Date:10-11-200~10 /21/05 7:10 I REMO'1'E AREA #1 PAGE 1 FLOW #OF LENGTH PRESSURE BRANCH LINE I (Gl'M)PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV I ID TLT FITTINGS LOSS PSI!FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS I PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) I HEAD 16 2 2.5 1"00 9'5"8.0 fps 16.2 16.2 -12" 0.10 gpm/sq ft 1.080"00 0"0 .140 1.3 0.0 12" K=5 .60 2 2.5 120 DT 0 9 '5"0 "0 .0 1 6.1 28 " I HEA D1 5 23 .0 1 ~"0 0 8 '11"9.5 fps 17 .5 17.5 -1 2" 0 .10 gpm/sq ft 1.408"00 0"0.142 1.3 0.6 12" K=5.60 45.5 1 20 DT 0 8'11"0"0.0 16.9 69" I HEAD 14 23.9 111"00 12'1"14.4 fps 18.8 18.8 -12" 0 .11 gpm/sq f t 1.408"00 0"0.3 10 3.7 0.6 1 2" K=5.60 69.4 1 20DT 0 12 '1"0 "0 .0 1 8.1 69 " I REF 20 2 5.7 1 11"20 15'1"19.8 fps 22.5 PATH 2 1.408"00 6'7"0.555 12.0 I K=5 .41 95.1 120 DT 0 21'8"0"0.0 REF 30 1~"00 7'8"14.6 fps 34.5 1.639"10 8'9"0.265 4 .3 I 95.1 1 20 DT 0 16 '5 "0"0.0 REF 81 2~"00 3'5"5.4 fps 38.9 I 2.703"0 0 0"0 .02 3 0.1 95 .1 1 20OF0 3'5"0"0.0 I REFA7 1 94.4 2 ~"00 4'2"16.3 fps 39.0 PATH 6 2.70 3"10 18'8"0.18 2 4.2 K=3 1.15 289.5 120 DF 0 22'10"0"0.0 I REFA8 160.8 3"1 0 13'1"16.9 f ps 43.1 PATH 3 3.314"1 0 3 6'5"0.153 7 .5 K=24.50 4 50 .3 12 0OF0 49'5"0 "0.0 I REFW 450.3 gpm PATH 1 K=63.27 50.7 psi I I I I I .Chair 8 Skier Services Bueing Drawing Date:10-11-200~10/21/05 7:10 I ~AREA'l PAGE 2 FLOW #OF LENGTH PRESSURE BRANCH LINE I (GPM)PIPE FITS FEET SUMMARY TO BEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV I ID TLT FITTINGS LOSS PSljFT Pf Pv Pdrop PIPE K FACTOR PIPE CTYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS 1 PATH 2 FROM HYDRAULIC REFERENCE 13 TO 20 1 HEAD 13 25 .7 1"00 1 '9"9.1 fps 21.2 21.2 -12" o.11 gprn/sq ft 1.080"10 5'9"0.179 1.3 0.2 12" K=5 .60 2 5.7 1 20 DT 0 7'6"0"0.0 2 1.0 28" I REF 20 25.7 gpm PATH 2 K=5.41 22.5 psi I PATH 3 FROM HYDRAULIC REFERENCE 2 TO AS HEAD 2 31.3 1"00 5'0"11.1 fps 31.6 31.6 -12" 1 0.14 gprn/sq ft 1.080"10 5'9"0.258 2.8 0.4 12" K=5.60 31.3 120 DT 0 10'9"0"0.0 31.2 28" REF 23 31.4 1"1"0 0 6"13.0 fps 34.4 I PATH 4 1.40S"00 0"0.257 0.1 K=5.36 6 2.7 120 DT 0 6"0"0.0 I REF 22 31.8 1"1"00 6'4"19.7 fps 34.5 PATH 5 1.408"1 0 6'7"0.549 7.1 K=5.41 94.5 120 DT 0 12'11"0"0.0 I REFC1 66.3 2~"00 5'6"9.1 fps 41.6 PATH 10 2.703"10 lS'8"0.061 1.5 K=10.28 160.8 120 DF0 24'1"0"0.0 1 REFA8 160.8 gpm PATH 3 IC=24.50 43.1 psi I PATH 4 FROM HYDRAULIC REFERENCE 1TO 23 HEAD 1 31.4 1"10 7'1"1 1.1 fps 31.9 31.9 -12" I O.14 gprn/sq ft 1.080"00 2'4"0.261 2.4 0.4 12" K=5 .60 31.4 120 DT 0 9 '5"0"0.0 31.5 28" I REF 23 31.4 gpm PATH 4 IC=5.36 34.4 psi I I I I.Chpir 8 Skier Services BU.ing Drawing Da te:10-11-200Jlt 10/21/05 7:10 1 REMOTE AREA #1 PAGE 3 I FLOW #OF LENGTH PRESSURE BRANCH LINE (GPM)PIPE FITS FEET SUHMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY PtPt Pn ELEV 1 ID '1'LT FITTINGS LOSS pSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE CTYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS 1 PATH5 FROM HYDRAULIC REFERENCE 3TO 22 I HEAD 3 31.8 1"00 1'0"1 1.3 fps 3 2.7 32.7 -1 2" 0.14 gpm/sq ft 1.080"1 0 5'9"0.266 1.8 0.4 12" K=5.60 31.8 1 20 OT 0 6'9 "0 "0.0 32 .3 28 " I REF 22 31.8 gpm PATH 5 K=5 .41 34.5 psi I PATH 6 FROM HYDRAULIC REFERENCE 11 TOA7 HEAD 11 3 2.2 I"0 0 2 '7"1 1.4 fps 33 .5 33.5 -12" I 0 .14 gpm/sq ft 1.080"1 a 5'9"0.272 2 .3 0.5 12" K=5 .60 32.2 120 OT 0 8'4"0 "0 .0 3 3.0 28 " REF Al 2 ~"a 0 9 '0"1.8 fps 35.7 I 2.703"a 0 0"0.003 0 .0 32.2 1 20 OF a 9 '0"0"0.0 1 REFA2 32.2 2 ~"0 0 8'9"3.6 fps 3 5.7 PATH7 2.703"0 0 0"0.011 0.1 K=5 .38 6 4 .3 1 20 OF 0 8 '9 "0"0 .0 I REFA3 3 2.2 2 ~"0 0 1 2'7"5 .5 fps 3 5.8 PATH 8 2.703"00 0"0.024 0.3 K=5.3 8 96.6 120 OF 0 1 2'7"A"0.0 I REFA4 32 .5 2~"0 0 7'1"7.3 fps 36.1 PATH 11 2.703"a 0 0"0.041 0.3 I K=5.41 129.1 1 20 OF 0 7'1"0"0 .0 REFA5 32 .5 2~"0 0 5'1"9 .1 fps 3 6.4 PATH 9 2.703"00 0"0.062 0.3 I K=5.38 161.6 1 20 OF0 5 '1 "0"0.0 REFA632 .9 2~"00 6'8"11.0 fps 36.8 I PATH 12 2 .703 "10 18'8"0.087 2 .2 K=5 .42 194.4 120 OF 0 25'4"0"0.0 REFA7 194.4 gpm PATH 6 It=31.15 39.0 psi I 1 I I Chair 8 Skier Services Bu.ing Drawing Date:10-11-200~10/21/05 7:1 0 I REMOTE AREA 'I PAGE 4 I FLOW #OF LENGTH PRESSURE BRANCH LINE (GPH)PIPE FITS FEET SUNMARY TO BEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY PtPt Pn ELEV I ID T LT FITTINGS LOSS PSI/"Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS I PATH 7 FROM HYDRAULIC REFERENCE 10 TO A2 I HEAD 10 32.2 I"00 2'7"11.4 fps 33.533.5 -12" 0.14 gpm/sq ft 1.080"10 5'9"0.272 2.3 0.5 12" K=5.60 32.2 120 DT a 8'4"0"0.0 33.0 28" I REFA2 32.2 gpm PATH 7 K=5.38 35.7 psi I PATH 8 FROM HYDRAULIC REFERENCE 9 TOA3 HEAD 9 32.2 1"0 0 2'7"11.4 fps 33.6 33.6 -12" I 0.14 gpm/sq ft 1.080"10 5'9"0.273 2.3 0.5 12" K=5.60 32.2 120 DT 0 8'4"0"0.0 33.1 28" REFA3 32 .2 gpm PATH 8 K-5.38 35.8 psi I PATH 9 FROM HYDRAULIC REFERENCE 7 TOAS I HEAD 7 32.5 1"00 2'8"11.5 fps 34.134.1 -12" 0.14 gpm/sq ft 1.080"1 0 5'9"0.277 2.3 0.5 12" I K=5.60 32.5 120 DT 0 8'5"0"0.0 33.6 28" REF AS 32.5 gpm PATH 9 It=5.38 36.4 psi I PATH 10 FROM HYDRAULIC REFERENCE 5 TO Cl I HEAD 5 32.5 I"10 16'0"11.5 fps 34.234.2 -12" 0.14 gpm/sq ft 1.080"00 2'4"0.277 5.1 0.5 12" K=5.60 32.5 120 DT 0 18'4"0"0.0 33.7 28" I REF21 33.8 1~"0 0 1'8"13.8 fps 39.3 PATH 13 1.408"10 6'7"0.285 2.4 K=5.39 66.3 120 DT 0 8'3"0"0.0 I REF Cl 66.3 gpm PATH 10 It...10.28 41.6 psi I I I REMOTE AREA t1 PAGE 5 FLOW #OF LENGTH PRESSURE BRANCH LINE (GPM)PIPE FITS FEET SUHMARY TO HEAD HYDREF OUTLET SIZE 90 45 PIPE VELOCITY PtPt Pn ELEV ID '1'LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE CTYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS Ch?ir 8 Skier Services BU~ing Drawing Date:10-11-200~ PATH 11 FROM HYDRAULIC REFERENCE 8 TO A4 HEAD 8 32.5 1"00 1'2"1l.5 fps 34.2 0.14 gpm/sq ft 1.080"10 5'9"0.278 1.9 K=5.60 32.5 1 20 DT 0 6'1 1"0"0.0 REFA4 32.5 gpm PATH 11 K=5.41 36.1 psi PATH 12 FROM HYDRAULIC REFERENCE 6 TO A6 HEAD 6 32.9 1"00 7"11.6 fps 35.0 0.15 gpm/sq ft 1.080"1 0 5'9"0.283 1.8 K=5.60 32.9 120 DT 0 6'4"0"0 .0 REF A6 32.9 gpm PATH 12 K=5.42 36.8 psi 7:10 34.2 -12" 0.5 12" 33.7 28" 35.0 -12" 0.5 12" 34.5 28" 37.0 -12" 0.6 12" 36.4 2 8" 10/21/05 39.3 psi 37.0 2.3 0.0 11.9 fps 0.298 0" 5.39 2'0" 5'9" 7'9" PATH 13 K= o 0 10 o 1" 1.OBO" 120 DT 33.8 gpmREF21 PATH 13 FROM HYDRAULIC REFERENCE 4 TO 21 HEAD 4 33.8 0.15 gpm/sq ft K=5.60 33.8 I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •-l CALCULATION FOR NFPA 13 EXPANSION TANKS ·CHAtR 8 ~n l m u m , Insert data into yellow boxes only Tank , !YJ>o 01'-.UHc:I Size , Pro e vtene Gl vc o l J 6.1 'oalan , Glvcerine :5.2 ,, ,,I A.7 .5.3.2 One formlJa for sizina the Chamber is as foIIows_Otn&rmethods a lso exist I , (I)\I , """"'l -L -IJ 0.02726388 w!lere:Oil 0 .02329749 d L ..chanaeIn sntirreeze solution YOIume reandue to thermat Ion 1.58130481.351 254 S v ""volume (gal)of antifreeze system ,notinclu<ing the expansion chamber 58 D L -density (gmlm l)of anti1r&ezesolution31 lowest expected temperature 1.065 1 1.142 Density values oome from Fig 7 .5.2 .5 (a-c)Pg 33-34 D H =density (gm/ml)of antifreeze ,oIution athighest expected tempera ture 1.027 2 1.116 _TI1 is ~th~J~.based onthe following informaUon ~----- 1;-\-;.=I ~'\'l =~Ad ustedt;"I;I , _._~ where:Given COnverted -_. V EC -mIIlimuTl req ~Yobne (gal)of expansion eharnI:ler , V Cl=Birvolume (gal)in expansion chamber a t precharge (before ilstsnation), V 1 =elf VOlume (gal)in exp.an&ion Cha mber at normal sta tic pressure , V 2 =air votume (gaQin 8xpMsM>n chamber at post-expansionpreSStn I..,......at high tenpere turej • P o =abSOlute precha rge pr8SS1XE1 (psia)on expansion Chamber bef0f8 instaDa tion 126 '141 Add 15 to at _sure VI '0 include atmospheric p p =absolute sta~ssureJpsl)onwater (s\.4?IW side of ba<:k1'lo\v «eveeer 126;·141 p '1 =absoIuIe maxim um allowable WOl1Ung pressure (pSil fO(an tifreeze sy stem !I176:-190 r 0 '"temperature (-R )of air il expansion cha mber at pred'large ..'528 Add 459 10 F to change to R T 1 =temperature (-R )ofair in expansion cnemoer when antifreeze systempiping is atlowBst exoected temperature ..-528 T :I:=lemperature (OR)of air In expansion chamber when antifreeze system piping isat hlahast eXDeCtedtemperature ..'528 Thisequation Is one fonnliatlon orthe Ideal gas law from bas ic cnem lstry .The amotM'lfOf airin the expansJon Chamber \WI no t change (Net time .The pr8SSUlI ,lemperafll'1l,and volume of the air at ditreAtnt times will be rUted In acco rdance with this fonnula. l -·~_\'1 -~J The antifreeze in the system is essentialy ~.so the air voIU'ne In the """""'"""~...dea1lase by an lIfllOUt'O oquaI to the "-""'"of the antifreeze. It is assumed thal lhere is no trapped air il the syst em pipng,so the ooty air In the sysl em is In the expans60nchamber.Thts is a conservative 8SSIIJ'{lIiOn.sR:e more a ir is better.In rearlly.rhere win be at lea st some trapped air.However ,onty the air in the expanskln chamber can be relied UpOO 10 be available Vo"hen needed. t··"="" At llf'llCI1af'lIe .the Chamber wlI be comoletolv fIJI 01 aJr. t '_1 ~··J;,./~·iiJ .·J ; I.'.-n .";(/~..r;_/~,'/~) NFPA 1302,Density is based on 14F 'or 50%propylene glycol and isan estima te 01 the lowest expected tempera ture0'the mixllJe in the entire systemfora rand!stylehouse .A higher tempera ture mi~t be expected fora trt-eve!home.The density for glycerine under the same conditions Is1.142 •IUoosl1Y 1S oaseaon I04"Ff0i'5O%piOpyleiieglycol'iMl,-.n .ifimateol t!lel'/llhe,f expected temperahn of the mbdll'e In the entire system for8 ranct\style house .A kNter temperature m~be expected for8 trt4evell"lOme.The density for chO&r1neW'Mje(the SMl8 conditions lI1.116 . J tlt is beievBd that 'talue.for V cancel sh:a the total vok.6ne wUlWl the c:hamber dOes not chsnae •IThe ore-<::twae~SSLn 't'iiU be the same 8~~~~Uflt at the street~dun Del!ssure I !~maximll'1l allowable workin g presswe is the sameas the rnaxinun listed pressure fo( 'the sorinkler hBed. ,IThe lemoenrtu n>d100en is based 011 e"""",1on tanka ilstB lled in healed be_ Revised 3I30I05 .2 I . I I I I I I I I I I I I I I I I I I --,I '~O T ~S I--r ._1 ~·"I;.·/~·il l .·t: 1- , -'"-J'~T,(I',"I"I:,I;)1--II I !1 I ; DrODY len.-;;;;c..alYcertne E24'E26"E25 'Cll'E27 E24'E25'E25'El 1'E27 I E23'E27"';S'E27 -E24'E28 E23'E27fE25'E27-E24'E2R1 118 10169753 1.0092 E+l0 I 1926'18856 74448 ..25872 1926118656 =6 .13 .5 24 r I I - I- i-I I • I •• I CENTRRL PIRE PROTECrplON CONrpRRCTORS,INC. 10775 EAST 51 sT AVENUE I DENVER,CO80239 303-576-8157 FAX 303-576-8159 I StateLicense #004 CF PC@QWEST.NET I Chair 8 Skier Services Building Loinshead Base Area Vail,Colorado I I.Sprinkler Heads : I Globe Model GL5604 2 .Pipe: I Bull Moose Eddy Thread Bull Moose Eddy Flow I *Or Equivalent Baseon Market Availability" 3.Fittings: ShUIjoint Grooved Firelock Fittings I ShUIjoint Grooved Firelock Cplg Star Ductile Iron Thread Fittings I 4.Valves: Watts 975 Reduced Pressure Backflow Victaulic Grooved Check Valve I Wilkins Pressure Reducing Valve Wilkins Strainer I 5.Hangers: Tolco Ring Hangers Tolco All Thread Rod I Tolco Beam Clamp Sammy Super Screws Hilti Drop in Anchor I 6.Ele ctrical : Victaulic Riser Manifold I 7.Miscellaneous: Croker FDC I Argco Sprinkler Head Cabinet Amtrol Expansion Tank I I 1 QUICK RESPONSE WHITE CONCEALED PENDENT BULLETIN GL2804,REV.#4 N.F.P.A.MAXIMUM CEILING TEMPERATURE 989-846-4583 •FAX 989-846-9231 BULB COLOR •QUICK RESPONSE AUTOMATIC SPRINKLERS GLSERIES CONCEALED PENDENT ORANGE/RED YELLOW/GREEN A-32 AVAILABLE SPRINKLER TEMPERATURES •LOB£~ FIR£SPRINKLER CORPORATION ORDINARY INTERMEDIATE CLASSIFICATION DESCRIPTION AND OPERATION The Globe Quick Response GLSeries Concealed Pendent Sprinkler isalowprofile.aesthetically pleasingdesign.It provides sprinkler operation approximately sixtimes faster than ordinary sprinklers and canbeinstalled wherever standard concealed spray sprinklers are specified when allowedby the applicable standards.Itoffers the additional feature of greatly increased safety to lifeandshouldbeusedadvisedly and under the direction of approving authorities having jurisdiction.The Sprinkler isavailablewith 1/8" adjustment andalowprofile cover plateassembly.All that is seen at the ceilingisa3S/16"diameter ceiling plate color finished to match the specifier's exact requirements.The GLSeries Concealed Sprinkler may bevirtuallyinvisibleasitdoes not interrupt the "smooth flow"of the ceiling.Globe's Concealed Sprinkler utilizesits3mmfrangibleglassampule type sprinkler whichis located above the ceilingand concealed from viewby the ceilingplate.The ceilingplateis soldered to the sprinkler's special upper support assembly in three places.Upon the applicationofsufficientheat,the plate falls to the floor exposing the quick response pendent spray sprinkler.At the ampule's rated temperature,the sprinkler opens discharging water onto the floorin its required and approved distribution pattern. Aspecialspringis attached to the pendent sprinkler deflector that serves to provide a constant tension against the ceiling plate.This feature virtually ensures freedom from environmental vibration problems. OCTOBER 2003 TECHNICAL DATA •See reverse sidefor Approvals andSpecifications . •Temperature Ratings- 13soF(S7°C)Sprinkler,13SoF (S7°C)Cover Plate; ISSoF (68°C)Sprinkler.13SoF (SrC)Cover Plate 17SoF (79°C)Sprinkler,ISSoF (68°C)Cover Plate; 200°F (93°C)Sprinkler,ISsoF(68 °C)Cover Plate. •Water Working Pressure Rating-17Spsi(12Bars). •Factory tested hydrostatically to SOO psi(34Bars). •Maximumlow temperature glassbulbratingis -6rF (-SS°C). •Frame -bronze •Deflector -brass•Screw -brass •Bulb seat -copper •Spring-nickelalloy•Seal-teflon •Bulb -glasswith alcohol based solution,3mmsize. •Cover Plate-brass •Upper Escutcheon Assembly -steel 4Qn AIRPARKDRIVE,STANDISH,MICHIGAN 48658 •SPR1NKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING I I I I I I I I I I I I I I I I I I I 'LI STEDFORALL HAZARDS. ApPROJ04 LS NOMINAL "K"FACTOR THREAD SIZE LENGTH FINISHES 2.8 (39metric)112"NPT Bright Chrome White Painted 4.2 (59 metric)1/2"NPT 21/2"(6.4 em)*Satin Chrome *Bright Br-ass 5.6 (80metric)1/2"NPT *Other Painted Rnishes SIN K IlsoF (S7°C)ISSOF (68°C)17soF (79°C)200°F (93°C) STYLE MODEL FACTOR WITH PLATE WITH PLATE WITH PLATE WJTHPlATE cULIIS IlsoF (S7°C)IlsoF (S7°C)I SsoF (68°C)ISsoF (68°C) G128<H 28 X X X X X CONCEALED GL42<H 4.2 X X X X XPENDENT GLS6<H 5.6*X X X X X • •FINISHES AVAILABLE ONSPECIAL ORDER. PAINTED PLATES OTHERTHAN WHITE REQUI RE CUSTOMER TO FURNISH PAINT. NOTE:METRIC CONVERSIONS AREAPPROXIMATE. •QUICK RESPONSE AUTOMATIC SPRINKLERS GLSERIES CONCEALED PENDENT SPECIFICATIONS I I I I I I I I I I OCTOBER 2003 4077 AIRPARKDRIVE.STANDISH.MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com BULLETIN GL2804.REV .#4 Globeagreestorepairorreplaceanyofitsown manufacturedpr oducts foundto be defective inmaterialor workmanship foraperiodofoneyearfromdateofshipment. Forspecific details of our warranty please refer toPrice list TermsandCond itions ofSale(OurPriceUst). GLOBE®PRODUCT WARRANTY ORDERING INFORMATION SPECIFY •Quantity •Model Number•Style •Orifice•Thread Sizes •Temperature •Finishes desired •Quantity -ConcealedWrenches -PIN 32539I •Quantity -ProtectiveCaps-PIN 3271 19 PRINTEDU.S.A 1/8"ADJUSTMENT L ,!8 '----_t_ANTI-VIRRi\T ION ':::i 1J ~I N G LOBE~ FIRE SPRINKLER CORPORATION CROSS SECTION SUPPORT SHE LL '. I I I I I I I I I Bull Moose Tube Company's "EddyPipe"brand sprinkler pipeis produced tomeet sprinkler pipe standards & applications.Hereare just afew advantages ofEddyPipe: I I I I I I I • •Allpipeproductsare Ul Listed(forU.S.andCanada), andhavebeen Approved byFactoryMutual. •Excellent Product ion &coating capabilities,tighter tolerances,andour unique steel properties make our pipe excellent for roll grooving,welding, threading,and plain end fittings. •All products aredual certified toASTMA-135and A-795. • •Available in specific cut to order lengths from regular mill rollings. •More popular sizesrolleverytwo weeks. •Floorstock available in various lengths . •Available with coating orbare. •UltraEddy ,Eddy Flow,Eddylite,and Eddythread 40 offer cost savings alongwith superior hydraulics without compromising service life. I I I I I I I •Schedule 10and Schedule 40:FM Approved andULListed sprinkler pipe •Eddy Flow:Cost effective replacement for Schedule 10 •Eddylite:Lightwall threadable withstandard outside d iameter •Eddythread 40:Lightwall threadable Schedule 40 replacement with Corrosion Resistance Rat io of1 .0 •Ultra Eddy:Lightwall roll groovable pipe I I I I I ~~UEILL.L.MD05E TUElE CCII\IFlANV ACfffflf[)company 1819ClarksonRoad Chesterfteld,MO63017 (800)325-4467 FAX:(636)537-2645 www.bu llm oosetube .com e-mail:i n fow.bu ll mooset ube .co l11 For additional information. contact your salesperson todayat (800)325-4467 or (636)537-2600 in the USA.orfromCanada call(800)882-4666 3/03 • Metric conversions table IS also available • NPS (in)1 11/4 11/2 2 21/2 3 4 0.0.(in)1.315 1.660 1.900 2.375 2.875 3 .500 4.500 Wall(in)0.065 0.065 0.065 0.065 1.0.(in)1.201 1.5461.786 2.257 Ultra Eddy Empty Weight f1bs1ft)0 .868 1.107 1.2741.604 Water-Filled Weight f1bs1ft)1.359 1.920 2 .360 3.338 C.R.R.2.171.391.11 1 .00 Wall(in)0.083 0.0950.095 0.083 0 .090 0 .101 1.0.(in)1.5151.734 2 .209 2.729 3.342 4.316 Eddy Flow Empty Weight (Ibs1ft)1.399 1.833 2.3152.475 3.2814 .750 Water-Filled Weight (lbsIft)2.180 2 .856 3.976 5 .010 7 .082 11.090 C.R.R.2.933.44 2.78 1.09 1.00 1.00 Wall(in)0.109 0.109 0.1090.109 0.1200 .120 0.120 1.0.(in)1.097 1.442 1 .682 2.157 2 .635 3 .260 4 .260 Schedule 10 Empty Weight (lbsIft)1.404 1.806 2.085 2 .638 3.531 4.332 5 .619 Water-Filled Weight (Ibslft)1.814 2.514 3.048 4.221 5.894 7.949 11.795 C.R.R.15.27 9.917.76 6.27 4.92 3.54 2.5 Wall(In)0.119 0 .119 0 .122 0.122 1.0.(in)1.093 1.438 1.672 2.147 Eddylite Empty Weight (tbsIft)1 .520 1.958 2.317 2.936 Water-Filled Weight (Ibslft)1.927 2 .662 3.268 4.505 C.R .R.0.74 0.480.47 0.38 Wall(in)0 .126 0.131 0.136 0 .141 Eddythread 1.0.(In)1 .090 1.4251 .655 2.124 Empty Weight f1bslft)1.600 2 .139 2.562 3.36440Water-Filled Weight (lbslft)2.004 2.830 3.494 4.899 C.R.R.1.001.00 1.00 1.00 Wall(in)0.133 0.1400 .145 0 .154 1.0.(in)1 .049 1.380 1.610 2.067 Schedule 40 Empty Weight (Ibslft)1.679 2.273 2.718 3.653 Water-Filled Weight (lbsIft)2 .054 2.921 3.600 5 .107 C.R.R.1.001.00 1.00 1.00. 'BMT·Eddy Pipe"Sizes Available PIPE PREPARATION For proper operation,all pipe surfaces should be cteaned prior to instaltation.In OIlIer10 pI"llIIide a Ieak-lighl seal for the gasket,pipe surfaces should be free from indentations and projections from the end ofthepipeto the groove.All loose paint.scale.dirt,chips.grease.and rust must be removed prior 10installation.Failure to lake these important steps may result in improper COI-'*'9 assembly.causing leakage.Also.c:heck the rnanufaclIBe(s instructions for the specific fitting used. •AI Weights are Nominal NlA:Not Applicable I I I I I I I I I I I I I I I I I I I I •• I I I The Cost Effective Replacement for Schedule 10 BENEFITS COMPARISON •EddyFlowcan be hot dipped galvanIZed to meetFM's requi"ement for dry systems. PIPE PREPARATION Forproperoperation.allpipe surfaces should be cleaned prior to Installation .Inorder to provide a leak-tight seat for the gasket,pipe surfaces shoukI be freefrom Indentations andprojectionsfromtheendof the pipe 10 the groove.Allloose paint,scale,dirt,chips,grease,andrustmust be removed prior toinstallation.Failureto taketheseimportantstepsmay resuIl in inproper coupling assembly,causing leakage.Also .check the rnanufacluer's instructionsfor the specific filling used. forroll grooving and welding.Please check with appropriate sourcesforup-to -date listings and approval information. As anaddedbenefit,itismore economical tousethan schedule 10dueto reduced delivery costs and ease of handling.Furthermore.Eddy Flow's larger 10 provides an opportunity for downsizing and further cost savings. Cotro$lon Resistance Ratio Inside Diameter C.R .R.* NPS 0 .0.Eddy Flow Sch.10Sch .40 Eddy Flow Schedule 40 (in)(in)(in)(in)(in) 1-1 /4 1 .660 1.515 1.4 42 1.380 2 .93 1 .00 1-1/2 1 .900 1.734 1.6821 .610 3.44 1 .0 0 2 2 .37 5 2.209 2.157 2067 2 .78 1 .00 2-1/2 2 .8 75 2 .72 9 2 .6352 .469 1.09 1 .00 3 3 .500 3 .342 3 .260 3068 1 00 100 4 4 .500 4316 4 .260 4 .026 1 .00 1.00. Dual Certified to ASTM A135 and A795 . FM approved for roll grooving and welding for usein wet systems. UL listed (for U.S.and Canada)for joining by welding or by listed rubber gasketed fittings for useinwet,dry, preaction,and deluge type sprinkler systems. Lightweight -saves shipping costs,and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures upto 175 psi. Floor stock available in various lengths produced in Trenton (GA),Gerald (MO),and Masury (OH).Also can be ordered in custom lengths. Canbe supplied roll grooved,or plain end for use with Victaulic~F/~Fittings. Canbe used for wet and dry"systems. Realizingthe growing need offire protection systems in commercial and residential construction,Bull MooseTubehas added EddyFlowtoits comprehensive lineof sprinkler pipe products. Eddy Flowisa specially engineered replacement for schedule 10,offering better flow characteristics while providing design flexibility.This product isFM approved,aswellasUL listed (forU.S .andCanada) I I I I I I I I I I I I Q/O') Allinfomletlon contained herein i s accurate as known at the time of pubIica1iort.Buff Moose Tube reseNe$the right to chslge prtxU:t specl1k;atiollS without notice and without tnaxring obtigation. Foradditional information, contactyour salesperson today at (800)325-4461 or (636)537-2600 in the USA.or from Canada call (800)882-4666 1819 ClarksonRoad Chesterfield,MO63017 (800)325-4461 FAX:(636)537-2645 w\Nw.bullmoosetube .com e-mail:into @ bullmoosetube .co mA~company I I I 6. "-322.375 2.75 2.00 2.75 2.2 65 73.0 76 5 7 0 .9 7 6 1.3 2.5 2.875 3.00 225 2.0 3.00 2.9 65 76 .1 76 57 0 .9 76 1.3 2.5 3.000 3.00 2.25 2.2 3.00 2.9 8 0 88 .9 86 64 1.4 8 6 2.0 3 3.500 3.38 2.50 3.1 3.38 4 .4 100 114.3 102 76 2.3 102 3.6 4 4.5 00 4 .00 3.00 5.1 4.00 7.9 125 139.7 124 83 3.5 124 4.6 5 5.5 00 4 .88 3.25 7.7 4 .88 10.1 125 141.3 124 8 3 3.5 124 4 .6 5 5.563 4 .88 3.25 7.7 4.88 10.1 150 165.1 '140 89 4.3 140 8 .6 6 6.500 5.50 3.50 9.5 5.50 18.9 150 168.3 140 89 4.4 140 8.6 6 6.625 5.50 3.50 9.7 5.50 18.9 200 219.1 176 108 9.0 176 .16.5 8 8.625 6 .94 4.25 19.8 6.94 36.3 I SHURJOINT® 31 MODELK-9 LIGHTWEIGHT RIGIDCOUPLING TheMode l K-9 isa T&Gtype rigidcoupling.Thebuilt-i n teeth f irmly grasp t he pipeendsto eliminateundesired flex.Thisisan ideal co uplingf orfireprotection services where lower press ures and ambient temperatures areexpected.No need t o worr yaboutbol t pad interference asthe K-9wor ks wellwithbothregular and short- radiuselbows and tees. 32 42.2 20 2.80 0 -1.6 65 102 45 3/8 X 1-3/4 0.6 1.25 1.660 300 650 0 -0.06 2.56 4.00 1.77 1.3 40 48 .3 20 3.66 0-1.6 71 108 45 3/8 X2·1/8 0.6 1.5 1.900 300 85 0 0-0.06 '2.80 4.25 1.77 1.3 50 60.3 20 5.71 0-1.6 83 124 45 3/8 X2-1/8 0 .7 2 2375 300 1330 0 -0.06 3.27 4 .88 1.77 1.5 65 73.0 20 8 .37 0 -1.6 98 137 4 5 3/8 X2-1/8 0 .8 25 2.875 300 1950 0 -0.063.86 5.39 1.77 18 65 76.1 20 9.09 0-1.6 102 140 45 3/8 X2·1/8 0 .8 2.5 3.000 300 21200 -0.06 4.00 5.51 1.77 1 8 80 88.9 20 12.410-1.6 114 151 45 3/8 X 2-3/4 1.2 3 3.50 0 30 0 2880 0 -0.06 4 .50 5.9 4 1.77 2.7 100 108.0 20 18.310-3.2 137 219 51 3/8 X2-3/4 1.7 4 4 .250 300 4 250 0-0.13 5 38 7.002.00 3 .6 100 114.3 2 0 20 .51 0 -3.2 143 184 51 1.7 0 4 4 .500 300 4770 0 -0.13 5.63 7.25 .2.00 3/8 X 2·3/4 3.6 125 133.0 20 27 .77 0 -3.2 166 219 51 1/2X3 2.1 5 5.250 3 00 6490 0 -0.13 6.52 8 .61 200 4 .6 125 139.7 20 30.64 0-3.2 172 225 51 1/2X3 2.1 5 5.5003 00 7120 0-0.13 6.77 8.86 2.00 4 .6 125 141.3 20 31.350-3.2 175 228 51 1/2X 3 2.0 5 5.56330 0 7290 0-0.136.89 8.98 2.00 4 .4 150 159.0 20 39.69 0 -3.2 191 246 51 1/2 X3 2.4 6 6.250 300 9200 0-0.137.50 9.67 2.00 5.3 150 165.1 20 42.800 -3 .2 197 252 51 1/2X 3 2.4 6 6.500 3 00 9950 0 -0.13 7.759.92 2.00 5.3 150 168.3 20 44.47 0-3.2 200 255 51 1/2 X 3 2.7 6 6.625 300 10340 0 -0.13 7.87 10.04 2.00 5 .9 200 219.1 20 7';.37 0-3.2 258 355 6 1 5 /8 X 3·1/2 4.4 8 8 .625 300 17520 0-0.1310.1613.982.40 9.7 MODEL 901SHORTRADIUS 90 "ELBOW c@us .~IVdSJ MODEL 7111 45"ELBOW USTID MODEL 903 SHORT RADIUS TEE Shurjaint shortradius fittings,whil eprimarily designed forf ire ~it IIIprotectionapplications,ca n a lso beused fa r gene ral service requirements.The ModelK-9 and ZOS rigid coup lingscanbe used t5 ~:) with short radiusfi ttingsw ithoutt he w orry o fbo lt pad interference.----..l ---.J. I I I I I I I ;t I I I I MODEl 7110DR c@us <§> USTE a AP PR OVlIIDRAINELBOW. TheModel 7110DR is agrooved -endduct ile iron cas t elbowwitha n intergral 1"NPTo r BS PIdrain.The 711 0DR wasprimarily desi gned for,65 73 .95 70 4 0 13 butnot limited to,useo n fire pro te ctio n stand-2.5 2875 3.75 2.75 15 7 2.8 65 76.1 95 70 4 0 13 pipes.2.5 3.000 3.75 2.75 157 2.8 I 80 8 8 .9 108 70 4 9 2.0 3 3.500 4.25 2.75 1.93 4 .4 100 1143 12770 63 3.0 4 4 .500 5.00 2.752.48 6.6 I 150 165.1 165 7 0 90 7.0 6 6.50 0 6.50 275 354 15.4 150 168.3 165 7 090 7.0 6 6 .62 5 650 2.7 5 3.54 1S.4 I IMODEl 7125 BULLHEAD TEE . The Mode l 7125 isa grooved-endbullhead tee,speciallyd esignedfor useon fireprotection I sys tems.Allows youtodirectly s plit theflowinto 5O)(5Ox65 60 .3 x 60.3 x 73.0 95 8 3 12 2 x2 x2.5 2.375v2375 x2.875 JJ4 3.27 2.6 two redu c e dbranchlines w ithout the n eed for .so x50x 80 60.3 x 60.3 x 66.9 108 95 14 co ncentricreducersand multiple co uplings .2 x2x3 2.37 5 x 2.375 x 3.500 4.25 3.743.1 I 50 )(50 x 100 603 x 60.3 x n4 .3 127 102 2.4 2 x2 x4 2 375 x 2.375 x 4.500 S.DO 4 .0 2 53 6Sx 65 x80 73.0 x 73.0 x 88.9 108 95 2.6 2.5x25x 3 2.875 x 2.875 x 3.500 4.253.7S 5.7 I ss x es e ioo 73.0 x 73.0 x n 4 .3 127 1023.2 2.5x2.5x4 2875 x2.875 x4.500 5.DO 4 .DO 7.0 80 x80)(100 BB.9 x 8a9 x n4 .3 U7 102 3.8 3 x3)(4 3SOO x 3500 x 4.500 S.DO 4.DO 8.4 I 100x 100 x 150 n4.3 )(x 114.3 x 168.3 165 127 75 4 x4x6 4 500 x 4.500 x 6 .625 6.50 5.00 16.5 125 x t25 x 200 1413 x 14U x 21'9 .1 197 '140 14.0 Sx Sx B 5563 x 5563 x 8.625 7 .75 5.50 31.0 150 x 150 x 200 168.3 x 168.3 x 219.1 197 165 17.0 I 6 x6x8 6.625 x 6.625 x 8.625 7.7S6.50 37.4 I MODEL 7127 STANDPIPE TEEITheModel7127isagrooved-e nd tee w ith a ~, 100x tOO x 6 5 1143 x 114.3 x 73.0 83 102 2 -1/2"NPT/BSPt hr ead ed br a nc h,s pecia lly 4 x4 x2 .5 4.500 x 4.50 0x 2.875 3.25 4.00 des igned for use on fire p rotection sta ndpip es.150 x 150 x 65 168 .3 x 1683 x 73.0 83 127 5.1 I 6x6x25 6.62S x 6.625 x 2.875 3.25 S.DO 112 ~.~'I I ~ I I SHURJOINTQl> 33 I 1 1 1 MODEL Z05 ANGLE PAD RIGID COUPLING The Shurjoint Model lOS Rig id Coupling hasbee n d esigned with a ngle bo lt pad s.The lO S co upling resists"snaking"and provides the r igidityrequired for valve connect ions,firema ins andlong st raightpipe runs.The lOS coup lingdesignallows for swing o ver as sembly w ith the re mo valofonly onebo lt.The result isfaster andea sier assemblya ndinstallations.Suppo rt and hangingrequiremen t s co rrespond with NFPA 13Sprink ler Systems. c@ us <§> USTE O APPAlJVffi 32 42.2 24 3.37 1.2 66 102 4 6 2-3 /6 x 2-1/8 0 .6 1.25 1.660 350 755 0 .05 2.60 4 .00 1.81 1.4 40 4 8.3 24 4.42 1.2 72 109 46 2-3/8x2-1/6 0.7 1.5 1.900 350 990 0.05 2.83 4 .29 1.81 1.5 50 60 .3 24 6 .90 1.7 85 117 47 2·3/6 x2 -3/4 0.6 2 2.375 350 1550 0 .07 3.35 4.6 1 1.8 5 1.7 6 5 73.0 24 10.11 1.7 96 132 4 7 2-3/8 x2 -3 /4 0.9 2.5 2.875 350 2270 0 .07 3.86 5.20 185 2.1 6S 76 .1 24 11.01 1.7 100 136 47 2-3/6 x 2-3/4 1.0 2.5 3 .000 350 2 4 75 0.07 3 .94 5 35 1.85 2.2 80 88 .9 24 14.99 1.7 113 148 48 2-3 /8 x 2~3/4 1.2 3 3.500 350 3365 0 .07 4 .45 5.83 1.88 2.6 100 114.3 24 24 .77 4.1 14 6 182 53 2·3/8 x2-3/4 1.9 4 4.500 35 0 5565 0 .16 5.7 5 7 .17 2.09 4 .1 125 139.7 20 31.72 4.1 173 227 53 2-l/2 x3 2.6 5 5 .500 300 7125 0 .16 6.81 8 .94 2.09 5.7 125 141.3 20 32.45 4.1 175 229 5 3 2-1/2x 3 2.6 t55.563 300 7290 0 .16 6 .89 9.02 2.09 5.7 150 165.1 20 44.30 4 .1 20 0 246 S4 2-1/2 x 3 3 .1 6 6 .500 300 99 55 0 .16 7 .87 .9 .69 2.13 6 .6 150 1&8.3 20 46 .02 4.1 203 2 49 54 2-1/2x3 3.1 6 6 .625 300 10340 0 .16 8.00 9.60 2.13 6 .8 200 219.1 20 78.00 4 .8 2 64 330 6 4 2-5/6 x5 -5/16 6.1 8 8.625 300 17525 0 .19 10.4 0 12.99 2.52 13.4 MODEL B20 STANDARD TOP BEAM CLAMP c@us <§> B24 WIDE MOUTH TOP BEAM CLAMP LISTED APPRO\'8l Size Range:3/8"and1/2"rod. Material:Ducti leironcasting with a hardened steel rup-point setscrewand lock rut. Application:Designed forstroctural a ttacfment to the toporbottomofmetalbeams , enamel or other stncnral shapes to Sl.IJPOrt hanger rod.The l.Ili\esal Top design a llows darrps to beinsta lled in thetoporbottom beamposition WConformsto:FederalSpecification WW -H-171 (Type23).--r ManufacturersSt andardizationSociety ANSI/MSS -SP-S8 (type ~ 19 &23),insta ll in accordance with ANSI/MSS-S P-69.Exceeds -IAI-requirements ofNFPA-13 . Finish:Blacko re lectroz inc piat ed.H2O Bottom 0 19.1 12.5 9.5 20 -100 227 114 16.2 3/4 0.49 3/8 3/4 -4 500 250 35.7 620-4 19.1 12.5 9.5125,150,20 0 432 34 0 16.2 3 /4 0 .49 3/8 5,6,8 950 750 35J 8 24-3 28.6 12.5 11.1 20-100 227 114 19.6 1-1/8 0.49 7 /16 3/4 -4 500 250 4 3.2 824-4 28.6 12.S 11.1 125.150.200 432 34 0 19.6 1-1/8 0.49 7/16 5.6,8 9 50 75 0 4 3.2 32 ~SHURJOINT ®I · I I I I I I r- 1 1 1 1 1 Page21 A 1.69 1.69 500 500 MAX. WORKING P.S.I. lX3I4 lXl/2 NOMINAL SIZE (INCH) DUCTILE IRON45DEG.ELBOW-------------------- 0.1.TH~ADEO FITTINGS LISTED LISTED APPROVED For fireprotection services requestsub mittai GRS L3 Ductile iron threaded fittings areUL,ULC listed and factorymutual approved for500psi serv ice.DuctileironperASTMA536grade65-45-12.Dimensionsconformto ANSIB16.3 class150.Threads areNPTperANS l/ASME Bl .20.1 . NOTICE:Ductileironfillings havehigher t ensile strength than thatof stee l pipe.Therefore, over tighteningcan causedamagetopipet hreads which may cause leakage .Ductil e iron fittingsshould be tightenedthreeturnsbeyondhandtight,butnomorethanfourturns . • NOMINAL ITEM MAX.DIMENSIONS WBGHT SIZECOOE WORKING EACH (INCH)#P.S.I.A8 PIECE 1 0845033 500 1.121.12 0.46 I 11/4 0845044 500 1.29 1.29 0.73 MAX.W8GHT 11/2 0845055 5001.431.430.92NOMINALITEM208450665001.661.66 1.50 SIZE CODE WORKING EACH (INCH)#P.S.I.A8PIECE lXl/2 08900315001 .26 1.36 0.44 lX3I4 0690032 5001 .37 1.450.52 11/4X1I2 0890041 500 1.34 1.53 0.64 11/4X3/4 0890042 5001.45 1.620.72 1 1/4Xl 0890043 5001.56 1.67 0.75 1112Xl 0890053 5001.651.60 0.92 1 112Xll/4 0890054 5001.62 1.66 1.06 NOMINAL MAX.W8GHT 2Xl/2 08900615001.49 1.661.06 SIZE WORKING EACH 2X3I4 0890062 5001.601.971.24 P.S.I.A82Xl08900635001.73 2.021.40 (INCH)PIECE 2X11/4 0890064 5001.90 2.101.52 1 500 1.50 1.50 0.65 2Xl 1/2 0890065 5002.02 2.161.65 11/4 5001.751.75 1.22 11/2 5001.941.94 1.55 2 500 2.252.25 2.45AI DUCTILE IRON90DEG.ELBOW--------------------NOMINAL ITEM MAX.DIMENSIONS W8GtfT SIZE COOEWORKING EACH (INCH)#P.S.1.A BPIECE 1 0890033 5001.50 1.50 0.62 11/4 0890044 5001.75 1.750.90 1 112 0690055 5001.94 1.94 1.20 2 OB900665002.252.251.65 DUCTILE IRON COUPLING--------------------NOMINAL ITEM MAX.DIMENSION W8GtfT SIZE COOEWORKING EACH (INCH)#P.S.!.A PIECE 1 DCL0335001.67 0.40 11/4 DCL044 500 1.93 0.57 11/2DCL055 500 2.150.75 2DCL0665002.53 1.15 It I I I. I I I I I I I I I. I I I I I I LISTED LISTED APPROVED Forfire protection s ervices requeslsubm ittal GRS 1.3 DUCTILE IRONCAP-------------------NOMINAL ITEM MAX.DIMENSION W8GHT SIZE CODEWORKING EACH (INCH)#P.S.I.A PIECE 1DCP003 500 1.16 0.32 11/4 DCP004500 1.280.43 1 112 DCP005500 1.33 0.60 2DCP006500 1.45 0.91 0.1.THREA~O FITTINGS DUCTILE IRON REDUCING TEE--------------------------NOMINAL ITEM MAX.DIMENSIONS W8GHT SIZE CODE WORKING EACH (INCH)#P.S.1.A B C PIECE lA1Alf"UI aal OUU 1 .20 1.20 Lao U.04 lX1X3/4 DT332 5001 .37 1.371.45 0.73 lAl/2Al UI ala OUU 1 .OU 1.ao LoU U.rl lX3I4Xl DT323 5001.50 1.451.50 0.76 lA1Al 114UI a;J4 OUU 1.or 1.of L oll U.lI11 lX1Xl 112 DT335500 1.80 1.801.651.16 1 1/4X1Xl/2 UI4;Jl OUU 1.a4 1.20 Loa U.1l2 1 DT432 5001.45 1.37 1.62 0.90 1 1/4X1Xl UI4;J;J OUU LOll 1.OU 1.or 1.UU 1 lf4A1Al lf4 UI434 500 1.75 1.67 1.751.08 1 1I4Xl Xl 1/2 DT435 ouu 1.1111 .IlU 1.82 .42 1 114),1/4Alf2 01441 OUU 1.34 1.34 1.5a u.80 1 1I4Xl 1/4X3I4 DT442 5001.45 1.451.620.92 11/4Xl 1I4Al UI44;J OUU 1.581.58 1.67u.95 1 1I4Xl 1I4Xl 112 DT445 5001.88 1.88 1.82 1.45 1 1/4Xl 1/4X2 .DT446 OUU 2.1U 2.1U 1.90 1.ro 1 If''A1A1/2 UI531 5UU 1.41 1.34 1.66 U.95 1 lf2Xl X3I4 DT532 500 1.:'2 1.371.75 1.14 1 If"A1Al UI 0;J;J OUU 1.00 1.OU 1.11U 1.11 1 lf2X1Xl 1/4 DT534 5001.82 1.671.88 1.34 1 1/2AIAl 112 Ulo~OUU 1.94 1.tlU 1.1I4 1.40 1 lf2Xl 1I4Xlf2 DT5415001.41 1.34 1.66 1.05 1 l/ZXl 1/4X3/4 UI:>42 OUU 1.:>2 1.4:>l.r:>1.1:>~11f4Al U1543 500 1.65 1.58 1.80 1.25 11 1/4X2 DT546 :>uu 2.1b 2.102 .02 1.lIU lfo.l lfo.l f"uI551 5UU 1.411.411.16 1.15 1 lflXl lf2X3I4 DT552500 1.52 1.52 1.751 .24 11/=1 1/2A U 15:>;J OUU 1.65 1.05 1.80 1.3U 1 1I2Xl lflXl 114 DT554 5001.82 1.82 1.88 1.48 1 1/2Xl 1/2X2 uI556 oUU 2.16 2.10 2.02 1.1I11 2A1A<!UI630 5002.252.022 .25 2.15 2X11/4X2 DT646 :>UU 2.2:2.102.25 2.;JU 2A 1 IflA1/2 Ulool 5UU 1.49 1.41 1.1111 1.0U 2Xllf2X3I4 DT652 5001.60 1.521.971 .62 2A 11=1 UI b:>;J OUU 1 .ra 1.00 2.U2 1.b4 2A 1 I flX 1 lf4 DT654500 1.90 1.82 2 .10 1.80 2Xl lf2Xl lf2 DT655 :>uu 2.U2 1.942.16 2.00 2Xl If'''''''UI6:>1)5UU 2.25 2.10 2.25 2.30 2X2X1/2 DT6615001.491.49 1.88 1.60 2X2X3/4 Ulb62 OUU 1.oU 1.6u1.97 Loll 2X2Xl U1663 SOU 1.73 1.73 2.02 1.85 2X2Xl 1/4 DT664 :>UU 1.lIU 1.902.10 2.U4 2""""1 112 Ulooo SUU 2.U2 2.U2 2.10 2.HI 2X2X2112 DT6675002.60 2.602.39 3.61 2 UI r02 OUU 1.r4 r .eu 2.a2 2.211 • WT. STYLE CEACH 2.48OUT0.61 1.76OUT0.28 1.42 OUT0.17 2.48OUT0.72 1.42 OUT0.22 2.00OUT0.30 2.00OUT0.44 1.95IN0.66 B INSIDEHEAD 0.25 0.28 0.25 0.34 0 .34 0.31 0.31 0.41 A ITEM CODE # DBUSH32 0.75 DBUSH310.75 DBUSH43 0.80 OUTSIDEHEAD NOMINAL ITEM MAX.WBGHT SIZE CODEWORKING EACH (INCH)#P.S.IA B PIECE .1 DX033500 1.50 1.500.98 11/4 DX044500 1.75 1.751.50 11/2 DX055500 1.94 1.94 1.90 2DX066 5002.25 2 .25 2.95 1 1/4Xl DX043500 1.58 1.67 1.27 1 112Xl DX0535001.65 1.80 1.48 2Xl DX0635001.73 2.022.10 P age22 I I I I I I I I I For Hea lth H azard Appl icet ions I . I I I Job Name JobLocation Engineer Approval •• Contractor Contractor's P.O.No. Representative ES-957J957N195n 957ZBFG 9570SY I' "I.,)957QT~ Features Specifications The Reduced Pressure zone Assembly shaJI consist of two inde- pendenttorsionspring check modules.a differential pressurerelief valvelocated betweenand below the two modutes,two drip tight shutoffvalves,andrequiredtorsion spring check modulesandrelief valve shaiI be contained with a sleeveaccessiblesingle housi"1g c0n- structed from 304(Schedule40)stainlesssteel pipe with groove end connections.Torsion spring checks shaiI have replaceable elastomer discs and inoperationproducedriptightclosureagainst the reverse flow of liquidcausedbybackpressureorbacksiphonage.Assembly shaD be aWatts Regulator Company Series 957 .957N .9572. Series 957,957N,957Z Reduced Pressure Zone Assemblies Sizes:2W'-10"(65-250 1TVT1) Series 957 ,957N,957Z Reduced Pressure Zone Assemblies pro- videprotectiontothe potable water system from contamination in accordancewithnationalplumbingcodes .Series 957,957N ,957Z are normally used in health hazard applicationsfor protection against backsiphonageorbackpressure. •2W and 3 '(65 and BOmm)sizes available with quarter-tum baD valveshutoffs •Replaceable check disc rubber •Extremelycompactdesign •70%Ughterthan traditional designs •304 (SChedule 40)stainlesssteel housing &sleeve •Groovefittingsallow integralpipeline adjustment •Patentedtorsionspring checks provide lowestpressure loss •Unmatched ease ofserviceability •Bottommountedcaststainlesssteelreliefvalve •Available with grooved butterfly vaJve shutoffs I I I I I I I I I I I I I I I Watts product speci6 at,...in U.s.aJStorTay trils and metric are approxinats and are pn:Mded for reference only.For precise measurements. please canlad Watts ~Service.Watts __the r9lI:10 change or"==desi!n conslnJelion,specif,...alloils.a malllriaIs with- out prior notice and without incuring any obigaIion 10 make such changes and on Watts products pnMousIy or subsaquentIy sold . 38215 M T Materials Housing &Sleeve:304(Schedule40)StainlessSteel Bastomers:EPDM,Siliconeand Buna-N Torsion Spring 01ecks:NoryI",Stainless Steel Check Discs:Reversible Silicone or EPDM Test Cocks:Bronze Body Niclcel Rated Pins &Fasteners :300 SeriesStainless Steel Springs:StainlessSteel • Pressure -Temperature Temperature Range:33 °F -110°F (SOC -43 °C) Maximum WorI<ing Pressure:175psi (12 .06 bar) Approvals e ~·<@>C~UIcus_ 1013 Il8U (BfG &OS'(~ Available Models Suffix: NRS - OSY - BFG- 957BFG • non-ri singstem,res ilient seatedgatevalves l.JI.JFM outside stem and ~resirl€nt seatedgate valves UUFM grooved gear operated butterfly valves with tamper switch QT-2 'h'and3 "(65 and 8Omm)quarter-tum ballvalves "OSYFxG -Ranged inletgate connection andgrooved outlet gateco nnection "OSYGxF-Grooved inlet gate connection and flanged outlet gate con nection "OSYGxG -Grooved inlet gate connection andgroovedout let gate connection Available with grooved NRS gate valves -consult factory" Post indicator plate and operating nut available -consUl factory" 'Consult fact oryfor dimensions HemVVhen nstafting a ctailline on Series 9fiT bed<1IoN ~ use 9fiTN3 ai'gaps.SeeES-AGIEI..IfC for additionali1fcmaticn. Dimensions -Weight 9!i1 6150 11 81 908 521 NoryI"is a registered trademaI1<of GeruaI 8ectric Compaly. I I I I I I I I I I I I I I I , I I I I I •• I Dimensions -Weight continued I I ~T•~_-JL Capacity Series 95 7.957N,957Z flow CUIVe$as tested by Underwriters Laboratory per Ul 1469,1996. Flow characteristics collected using butterfly shutoff valves •=Rated flow ....UL Rated flow A' ~~ r-,.-..~ I Z N H Z N H 2500 gpm 9500 Ipm 15 Ips 4.6 mps 2000 7600 *** 10001500 38005700 7.5 2.3 300 600 !lOO 1200 1500gpm 1140 2280 3420 4560 5700lpm 7.5 15 Ips 2.3 4.6 mps 8"(2OOmm) *** 500 l!lOO .• .~.V /r»:.e> ,,~.:,;.... I /. J~ h \.,?V ~-~ kPaps; 12418 11016 96 14 83 12 69 10 558 416 o o kPaps! 12418 110 16 96 14 83 12 69 10 558 416 o o H Z N N Z H 500gpm l!lOO !pm Ips mps 300 350gpm 11401330 !pm Ips II¥lS 400 1520 250 950 200300 760 1140 7.5 15 2.3 4.6 .N-Pattern ------Z-Pattem 2'h"(65mm) *** 100150 200 380570760 7.5 15 2.3 4.6 3"(BOmm} *** 100 3l!O 50 190 .v: '/V ~,s-:;,.-"--------I 9570T --Horizontal kPa ps; 12418 11016 96 14 83 12 6910 558 41 6 oo kPaps! 11016 96 14 83 12 69 10 55 8 41 6 oo I I I I I I I I I I I ,;, ..V / ...Y ~ L1-J'~::.---- ~~ 4 H (t OtJmm} *** ~ ~~./,.,.;~;-- I I I I kPapsi 17926 15222 12418 96 14 69 10 41 6 o o 100 380 200300 760 1140 7.5 2.3 400 500 1520 l!lOO 15 4.6 Z N H 600 700 800gpm 22llO 2660 3040 !pm Ips mps kPapsi 110 16 96 14 83 12 69 10 55 8 41 6 284 o o 500 l!lOO 1000 3800 to"(25Omm} *** 15002000 2500 570076009500 7.5 2.3 Z N H 30003500gpm 11400 13300 !pm Ips mps I ,•• Telephone #Fax' ~Watll;Regulatoc Company 815 CIlestrart St .N<r1II foIldowr.MA 01845-6098 U.S.A 978688-1811 978 794-1848 Edwards.Platt &Deely.Inc.271 Royal Ave.•Haw1l1ome.NJ 07506 973 427·2898 973 427-4246 Edwalds,PIalI &0eeIy.Inc.368WfandantltAve..1blb BabyIm,NY 11703 631 253-0600 631253--0003 W.P.Haney Co.,Inc.51 NomlI</We ,South Easton.MA 02375 508 238-2030 508 238-8353 J.a O'Connor Company.Inc.p.o.Box 12927,PItlsburgh ,PA 1524 1 124745-5300 124745-7420 AMI Glenfield Bus.Ctr,2535 Med1anicsviIIe Tpk.,Richnmd ,VA 23223 804 6(3.7355 804 643-7380 The.byce Agency,Inc.M42 Alban Rd.,SPringIIeId.VA 22150 703 866-3111 703866-2332 Vernon Bit2er Associates.Inc.980 Thomas Drive,Warminster,PA 18974 215 «3-7500 215 «3-7573 WMS Sales,Inc.(Mail office)9580 County Rd..Clarence Center,NY 104032 716741-9575 n6741-4810 IliIIingsIey &~Inc.2728 QesMewAve..Kemer,LA70062-4829 504 602-8100 504602-8106 Bilingsley&Associates.Inc.478 Cheyeme Lane ,Madison ,MS 39110 601 856-7565 601 856-8390 FIancisoo J.Ortiz &Co.,Inc.CM1jn hlustriaI Pk..Road 19000.9 -lJlt18,CarnIina,PueI10 Iko 00983 787 76!HlOll5 787750-5120 IIld-AmefIca Mlrla:li1g.Inc.203l'1duslJ1aJ Drive,Binlliql3l1l.AL 35211 205 879-3469 205870-5027 Mid-America Mar1<eting,Inc.1364 Foster Avenue.Nashville,TN 37210 615 259-9944 615259-5111 IIid-AmerIca Madleting.Inc.5466 Old Hwy.78,IolempIis,TN 38118 901 795-00-\5 901795-0394 Smilh &stlNenson Co ,Inc.4935 Chastain Ave..0lamIle,Ne28217 704525-3388 704525-6749 Watll;286 1-BBankers ~DrIve,AIIanl3.6A3OJ6O 770 m-3310 770..7-.4583 Aspinall A>;socjates,k1c.6840 Hillsdale Court.Indianapolis,IN46250 317 849-5757 317845-7967 IlaVII Wal50n Awx:IaIes 1325 Wastlleecher,Adrian.MI 49221 517 263-8988 517263-2328 Olsney Mclane &Associates 428 McGregor Ave .•C1nclnnaU .OH 45206 800 5-42-1682 877476-1682 BWA~y 17610 S.Walllrloo Ad.,Cleveland.011 ..119 216 -486-1010 216-486-2860 Mid-CllIl1inent MarIalting Services l.tIl.1724 AnnIlage a ,Addisoo,L 60101 630 953-1211 630953-1067 Scderl1Wn &Associates.Inc.7150 143nf Ave.N.W..Anoka.lIN 55303 763 427-9635 763 427-5665 SIidder &AssocIaIes 333 Ib1h 121 Sl..1liw:Ulee.WI 53226 414 m oOoIOll 414 m-i!8J7 IlI!lh M.CUmingham,Inc.13755 Benchmark,IJaIas.lX 75234 972888-3l1llll 972888-3838 Mack McClain &Associetes 11132 South Towne Square.SUite 202,St Louis,MO 63123 314 894-8188 314894-8388 IoIack IIcCIaIn &AssociaIes.Inc.1450 HE 69lII Place.Ste.56Ankllny,IA50021 5152ll8-01M 515288-5049 IoIack IId:lain &AssocIates.Inc.15090 w..t 11 6111 st,llIal!Ie,KS 66062 913 33lHi6J7 913339-9518 OK!Sales.Inc.2200 8kJe Creek Dr.•Norman .OK 73026 405 360-6161 405 360-0092 I'I1oIDx IIaIt<eting.LId.2416 GandeI:D N.E.~trot 87107 505 8B3-noo 505 883-7101 Delco Sales.Inc.1930 Raymer Ave.,FuIlel1Dn.CA 92833 n4888-2444 n4888-2m Delco Sales.rn:.111 sand IsIlI1d Access Rd.,Untt 1-10,Honolulu,HI96819 808M2-7900 808 842-9625 Fannng &AssocIates.Inc.6765 FrarddIn Sl,Denver.CO 80229-7111 303289-4191 303286-9069 IldIabaultJ IkoIhers &AssocIalIls 6915 South 19041h St.Kent.WA 98032 253 867-5040 253867-5055 HoIabau~Brothers &Associates 3028 S.E.11111 Ave.,Portland ,OR 97202 503 238-0313 503 235-2824 PIRSales,Inc.3050 Na1h san Matos Place.DllIllIIer;liZ85225 480 892-6000 480 892-8l96 PIeferred Sales 31177 WIegman Road.Hayward.CA ~510487-9755 510476-1595 R.E.Rl2pa1rick Sales.Inc.4109 West Nikellr.(8250 South~West Jordan.UT 84OB8 801 282-0700 801 282-0600 WatIl;IndUslrIes (Canada)Inc. (WaI1s ~CO.DMsion)5-435 tblh Service Road,1lw1IngIDn.Onlario L7l 5l/7 905332--4090 905 332-7068 Coo-Cur West MarketIng .Inc.71B Clipper Street.Coquillam.8IllIsh COOrnbia V3K 6X2 604 540-5088 604 540-5084 D.c.SalesClrporaIioo Inc.'10-6130 4lIl Sl.5.E,GaIgaIy.AIbetlal2ll2A6 403 253-68OlI 403 25!H1331 D.C.5aIesClrporaIioo Inc.11420 142 Street,Edmon1Dn.Alberti T5M lV1 780<496-9495 7BO <496-9621 GTA Sales Tearn .Greater Toronto Mea 8B8 208-8927 8B8 479-2887 ~8aIes,Ltd.3700 Joseph ~Dr1ve .SUite 1.HaIlax.Nlwa 5alIia B:L 4117 902443-2274 902 443-2275 H)dro-MechanfcaJ Sales .Ltd.P.O.Box 1445(Mailing),297 CoIlishaw St .Suite 7 (sh ipping) MooclDn.New Brmswick EIC 9R2 506859-1107 506 859-2424 JD.s.Sales LId.4lmcaster Street,Sl.JoMs.New!llIIldIand AlA 5Y1 709579-57n 709 579-1558 La Groupe B.G.1..Ire.23 du Bulsson.Pont Rouge.Quebec GaH lX9 418873·2500 418 873-2505 La GnqIe aG.1..n:.86 des Emerprlses1208.BoisbIland,0IIebec J1G 213 450<434-9010 450 -434-9M8 Mar·WlnAgencIes.Ull.1333 C1iflnn St .Winnipeg,Manl1rJba R3E 2Y1 204775-8194 204 788-8016 Norlhem Mechanical Sales P.O.Box 280 (mailing)163PIne St.(shipping).Garson.Ontario P3l1S6 705693-2715 705693-4394 PaIser ~LId.P.D.Box 28136 (mailing).1B85111ue Herm Dr...... lonOJn,Ontario Mill 51.9 519 471 ·9382 5194n-l049 RAM MedlanicaI Mar1<eling Inc.1401 St John Street,Regina,5askalI:Ilewan SUI 155 306525-1986 306 525-0809 RAM Mechanical Mar1<eling Inc.510Ave lot SouIh.Sasl<aDJn.SlIska1I:lle'Il S7M 2K9 306~·6622 306 244-Gl107 WaImar Mechanical Sales 24 Gurdwara Rd ••Nepean .0nlarI0 K2E 885 613225-9774 613225-0673 EXPORT HclqIrs.:Watll;RegulalDr Co.815Chestnut St.North Andover,MA01845-6098 U.s.A 978688-1811 978794-1848 For Technical Assistance CallYour Authorized Watts Agent. I I I 1 ~W~1l§I1)9001 I WallsUSA website:www.wattsreg.com '-WAEGlI ATOR r csmFED WaI1sCanadaweb5ile:www.wmtscanada.ca E5-9571957N1957Z 0510 ©Watts Regulator Co.•2005 I I I I I I I I I I I I I I seat.Every valve is factory tested to its workingpres- sure of 300PSI(2065kPa). Drains are provided both upst.ream and downst.ream of the disc. Grooved ends allow fast. easy installation with just tw o Vietaulic couplings. Th evalve may also becon- nected to flanged (ANSI Class 150)c omponents using Style 7 41 Vic-Flange adapters on either end. o~m 2 ~J ~~~ <D 'nO HPT Upstrea m Drain (OpIionaJ) ell\'!NPTDownstream Drain (Optional) Typical 10 ·14" Series 716 Vic-Check®Valves Series 716 check valves are engineered forlonglife and seize-free sealing.In sizes 21,7 and 3"(73.0 and 88.9 mm),the elastomeric seal.mounted on the alumi- num bronze disc.seats against the machined area of the body,which is com- p letely coated with polyphenylene sulphide (PPS).Sizes 4 -14" (114.3-355.6 mm)feature an elastomer-encapsulated disc and a welded -in nickel <D W NPT Upstream Drain (Optional) <Il W NPT Downstream Orail (OpbonaI) <3>2"NPT (Orain 0pIi0na1) Typical 4 •8"Typical ~-3" •~t.au hc"V !,5,"o,r",.'''.<_'..;. PRODUCT DESCRIPTION The Series 716 check valve is a product of computer- assisted innovative engi- neering with quality fea- t ures including a new hydrodynamically efficient profile.Availablein sizes Sizes 2'h &3"21h -14"(73.0 -355,6 mm). the Vic-Check"valve utilizes a sprinq-assisted, single-disc design that achieves a leak-free seal with as littleas5 ft .(1.5rn) Sizes 4-14"of head.The valve can be installed in both horizontal and vertical positions. DIMENSIONS I I I I I I I I I I I I I I I I I SIZE Dimensions-tnct.sI,.,.",.,Approx. Nominal Inches E -E OveraD WIdth Wgt.Ea. ',:,,',...A B C 0 E J K P R Lbsj " 2'h 3.88 4.25 3.60 3 .6 76.1 3.88 4.25 3 .60 ------3.6.. 3 4.25 5 .06 4.19 ------4.5s 4 9.63 6 .00 3.90 2 .75 3 .50 2 .00 4.50 3.50 3.35 16.0..,,- 5 10 .506 .80 4.504 .17 4.172.15 5 .88 4.06 4.02 20.0-.--.- 139,7 10.50 6 .80 4.50 4.17 4 .17 2.15 5.88 4.08 4.02 27.0-. 6 11.50 8.005.00 4.504.50 2.38 6 .67 4.73 3 .89 28.0:.. 165.1 11.50 8.00 5.00 4.50 4.50238 6 .67 4.733.89 28.0 "..•~..I-:;"/ 8 14 .00 9 .88 6.10 5 .05 5 .65 2 .15 8 .75 5.70 5 75 40.0 .,"--.:. 10 17.00 12.00 7.105.96 6.69 2 .15 10.926.93 -100.0 -...-."'"-" 12 19.5014.00 8.106.91 7 .64 2.51 12.817.93 -140.0.~,.-'. ..--~i:..-- 14 20.25 14.52 10 .397.57 7.792.88 14.06 --280.0-,~- V1CTAUUC"ISANISO9001 CERTIAED COMPANY Prir<OOInU.SA ~',"·,a;,,::.:~:;L".~::-,::.f;~ Prone:65-23S-3035 Fax:65-~ e-ma il ~lic.com Prone:61G-559-3300 Fax:611l-559-3f1l8 e-enai l:vicaI@vidaulic.com C Copyright 1998 VidaUic Companyof America l/:.:;;,::'.:i::;ft.!"')!?\" Phllne:32-9-381-1500 Fax:32-9-380-4438 e-rrail :viceuro@viclaulic.1E Phone :416-67~75 Fax:416-67!>-5565 e-mail:viccanada@vidaul ic.com e Registered Trademarlt VdaUlk:Companyof Amtrica Phone:l-BOO-PlCK-VIC (1-BOO-742-5842) Fax:61G-25O-6Il17 e-mail :picllVic@victlJlic.com U13 Aev.C 911)1 I I I •• SIZE SIZE SIZE Nominalln,c,Nominal In,c,Nominal In .c, "(FUll Open),.-(FUll Open)(FUll Open) 2\'z 140 139 ,7 700 8 1800 76,1 140 5 700 10 3000 3 250 165,1 1000 12 4200 4 390 6 1000 14 4300 SERIES 716 C v ~Flow Coefficient Where: i Q ~Flow(GPM) M'~Pressure Drop (PSI) 200 300.100 t,DOO l,DOO 4,1Ol1 1,001 ,,,_ DO MOO ..... FLOW RATE -GoP.M. l."it ·.. 2CI Je 40 eo 111110 ~1 '---__-'--_ " .....FlDWrl-1U.1!R U I.11K(tIo-q 1ltROlIGN VAlVE 10 10...; ::! 1 Ue, 0 u '"..c OJ w ..'"OJ:> Ii ..... "- OJ Formulas for C v Values: 0 2 t.P ~~ C 2 V Q =cvxJM Vic-Check valves combine high pressure capabilities with low pressure drop perfor- mance.The grooved end de- sign permits fast,easy installation. The seat provides leak·free sealing under conditions as low as five feet of head. Cv values for flow of water at +60°F (+16°C)with afully open valve are shown in the table at right . NOTE :PIacemenIof check valves too close 10soorces of unstab le flowwill shortenthe life of lhe valve and potentiaJly may damage the system.To extend valve lire.valves should be ostane c areasonable distance downstream frem pumps, elbows,expanders.reducersor other similar devices.SolIld p ip- ing practices dictate a minimm of five (5)times the pipe diameter for generaluse.Distances between three (3)and live (5)diameters are allowable provided the flO'N veloci- tyis less than eight (8 )leel persec- oo d (2.4 mps).Distances less lhan three (3)diameters are not recom- mended and willvio late theVictau- lie product warranty. PERFORMANCEI I I I I I I I I I I MATERIAL SPECIFICATIONS This producl shaI be manJfaetured by Vdaulic Company.All products to be nstaIed In accotdance:will a.rent VlICtaik ~Wlstruction:s . VlCtaUlic reeevee the rightto change product specifications.deslQns and standard et:p..IipIoonl without notice and without incurMg obligations.. I I I I I I Body:Ductile iron conforming to ASTM A-395,grade 65-45-15, and ASTM A-536,grade 65-45- 12 . 2'h •3'(73,0 -88,9 mm)sizes PPS coated,UL c lassified in a ccordance with ANSIINSF61 for potable water service.4-14 ' (114,3 -355,6 mrn)sizes painted black enamel. Body Seat:Sizes 2'h -3'(65- 80 mm)machined surfaces PPS coated.4 -14'(114,3- 355,6 mrn)integrally welded-on nickelalloy. Disc Seal ar Coating:(Specify Choice) D Grade "E"EPDJI EPDM(Greencolorcode). Temperature range -30"F to +230"F(-34"C to +l1O"C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids,oil-free air and many chemical ser - vices.UL classified in accor- dance with ANSIINSF61 for for cold+86"F (+3O"C)and hot +l80"F (+82"C)potable water service.NOTRECOM- MENDEDFOR PETROLEUM SERVICES. o Grade "T"nitrile Nitlile (Orange colorcode). Temperature range -20"Fto +18O"F (-29"Cto +82"C). Rec-ommended for petroleum products,air with oil vapors, vegetable and mineral oils within the specified tempera- ture range;except hot,dry air over+140"F(+60"C)and water over+15O"F(+66"C). NOT RECOMMENDEDFOR HOTWATERSERVICES. D Grade "0"lluoroolastomer FluoroeJastomer (Bluecolor code).Temperature lange +20"F to +300"F (-7"C to +149"C).Recommended for many oxidizing acids,petro- leumoils .hnlogenated hydro - carbons,lubricants,hydraulic fluids,organic liquids and air with hydrocarbons to+300"F (+149"C)_ "Services listed ale General Ser- vice Recommendations only.It should be noted that there are services for which these disc lin- ersBIenot recommended.Refer - ence should always be made to the latest Victaulic Gasket Selection Guide for specific liner service recommendations and for a listing of services which BIe not recommended. Discs:2'h -3"(73,0-88 ,9 mm) Aluminum bronze conforming to ASTM B-l48 .4 -14'(114 ,3 - 355,6 mm)ductile iron conform- ingto ASTMA-536 Grade 65- 45-12,fully encapsulated in Grade "E","T",or "0"elastomer. (See Disk Seal) Shaft:2%-3'("73 .0 -88 .9 mm) Type 416 stainless steel 4 -14" (114,3 -355,6 mm)Type 316 stainless steel. Spring:Allsizes Type 3021304 stainless steel. Shaft Plug:2'h -3'(73 ,0- 88,9 mm)only;SAE Hex Socket 'IYPe conforming to ASTM A - 576,cadmium plated to military speciJications OO-P-416A,class 3 type 2. Pipe Plug:4 -14"(114,3- 355,6mm)only;carbon steel zinc plated to ASTM B-633 . I 08.08"2 DIMENSIONS Ductile Iron ASTMA536 Bronze ASTM B61 Buna-N Rubber Nylon reinforced Buna-N Stainless Steel 1"MMURr._coo.mIOI._TllIBfl' TLnNntE...:lAJ~STEII ~TIJ-..sc ~~r -4~~"J1!i'UiI!~ ....i OJ .... Iii'.:---1 AM -- 300lb Flange 150Jb Flange Globe Body AngleBody Size GIlXNEld GrtlO\<ld UL ULC UL ULC UL UL 1112'•••• 2"•••••• 21/2'•••• 3'•••••• 4'•••••• 6"••••• B'••• 10"•• .i ~~:'-~':l ~O~O~).,4 -e-4-i lli6G@D6~-"1 I tb,,\-.-:J ::~~I l .:1 ~~~'o~'r..~.=.£1'll .. I.....-EEEE:_ ,,",\D 1-«».l r-l ,r·,'""",,""I.~.,:),;~~,)::::::~::i..!r-~~\,.."".1 l~\~~ APPUCATION ThePressureReducingValveautomaticallyreducesahigher inletp ressure toa steady lower downstream pressure re- gardless of changing flowrate and/or varying inlet pressure inafire protection system.This valve's pilot control system isvery sensitive toslight downstream pressure fluctuations andwill automatically openor close to maintain the desired pressure setting. MATERIALS MainValve Body &Bonnet Disc Guide &Seat Disc Diaphragm Stem &Spring UUULC USTING Threaded Grooved Fianged ends SIZES GLOBE: ANGLE: Threaded Flanged ends 0 11/2'thru8"(class 150) o 1 1/2'thru6"(class300) 01 112 'thru3" 01 1/2',2",3",4"&6" 02'thru6"(class 150) o 2'thru 6"(class 300) c 1 1/2"thru3" Grooved 02",3"&4" TEMPERATURE RATING :0 water 33°Fto 180°F PILOT SPRING RANGE:030-165 psi o Pressuredifferenlial,10 psimin. o 300psi(class300)MAX.INLETPRESSURE: FEATURES o EpoxyCoated,FDA approved o Pilot Assembly "Flowclean strainer (sizes1112"-3") •"Y"type strainer (sizes 4"-10") •Opening speed control (sizes1 1/2"-3") •Isolation Valve (sizes 4"-10") MAINVALVE OPTIONS Size X-Class 150 llange (175psi max.) lH Threaded ends(400psimax.) KB-Viton rubber SS Stainless SteelSeat AN Angle body D Check Valvein pilot G-Groove body CS-Cast steel(ASTMA216)main valve body &bonnet DIM ANSI ClASS VALVE SIZE Inches 11/2 2 21/2 346810 M 150 81/2 93/8 11 1215 20 253/8 293/4 AM 300 9 1011 5'8 131/4 155/8 21 263/8 311/8 MM GROOVED 81/2 9 121/2 15 20 - B 11/8 11/2 111/16 29/16 33/16 4 !il16 5!i116 91/4 BB GROOVED l1!i116 21/8 .6 41/8 6 · C Max.51/2 61/2 79/16 83/16 10518 133/8 16 171/8 cc Max.43/32 5 61/2 813/16 11 3132 -· D 213/16 35116 4 49/16 53/4 77/8 10 1113/16 00 GROOVED 213/16 35'16 .49/16 53/4 77/8 .- EE 1504 43/4 51/2 B 71/2 10 123/4 147/8 EEE 300 41/4 5 57/8 63/8 77/8 101/2131/4 159/16 EEEE GROOVED -43/4 -6 71/2 ·FF 1504 31/4 445888518 FFF 300 41/4 31/2 451 16 43/8 55116 61/2 81/2 95/16 FFFF GROOVED -3 1/4 41/2 5 ..· G Max.71/2 73/4 73/4 8 9 91/2 101/2111/2 I I I I I I I I I I I I I I I I ..-... •I"•I Page1 of2 Val\(!Size i inches 1 1/2 2 21/2 3 4 68 10 mm 40506580100150200250 Max.RowRate(GPM)160 262373576992 2251 3900 6150 Min.RowRate (GPM)10 15 20 30 50 115200 300 <?---'--cD OISTRIBUTIONTOEACHFLOOR MODELP4000 PR ESSURE <?-'--,,-cD RE LIEF VALVE MODELP4000 PRESSURE RELIEF VALVE f--'---,-----,---cD • f-----'---.------,---cD ZWl09FP PRESSU RE REDUCING VALVE ZWl09FP PRESSURE REDUCINGVALVE ENG!EER CONTRACTOR MAIN F IRE HEA DER •OPERATION TheModel ZVV1 09FP utilizes a pressurereducing pilotvalvethat installsonthedischargesideofthecontrolcircuitry.The pilot isadirect acting,nonnallyopen,springloaded,diaphragm actuated valve;the spring being adjustablewithin a5 .5:1 ratio.TheoperationoftheZW109FPbeginswithaccuratelysizing thevalve,thenfinetuningthecontrolcircuitbyadjusting thepilotspringtothedesireddownstreampressure. Inletpressure is pipedtotheinlet port ofthe pressurereducingpilot.Asensinglineruns internallyfrom the discharge side ofthepilottoitslowercontrolchamberunderthediaphragm.Thus,downstreampressureexceedingthepresetactsto closethepilotwhiletheadjustablespring seekstokeep it open.Theresult isamodulatingactioninthepilotthatis transmittedtothebonnetofthemain valve.Thiscreatesamirrormodulationofthediaphragmassemblyinthemain valve. Downstreampressureismain tained withinnarrowlimitsregardlessofchanging flow ratesorvaryinginletpressures. FLOW CHARACTERISTICS Forbasicvalvessuggestedflowcalculations are basedonflowthroughSchedule40Pipe.Maximumcontinuousflow is approx.20fUsee (6.1 meters/sec)&maximumintennittent isapprox.25ft./sec(7.6 meters/sec)andminimum continu - ousflowisapprox.1fUsee(0.3meters/sec).Manyfactorsshouldbeconsideredinsizingpressurereducingvalves includinginlet pressure,outlet pressureandflowrates. TYPICAL INSTALLATION UnderwritersLaboratoriesrequiresthe installationofpressuregauges upstream anddownstreamofthePressureReduc- ingValve.Also,areliefvalveofnotless than 1/'Z'insizemustbeinstalledonthe downstreamsideofthepressurecontrol valve .Adequatedrainagefortherelief valvedischargemustbeprovided. UL INSTALLATION SPECIFICATIONS REQUIREMENTS Thevalveistobeinstalledin accon:lance withthestandardforinstallationofsprin- kler systems,NFPA13. JOB LOCATION Thevalveistobeinspected,tes1ed and maintainedinaccordancewiththestan- dardforthe inspection,testingandMain- tenanceofWater-Based Rre Protection Systems,NFPA25. SPECIACATIONS ThePressure Reducing Valveshallbeasingleseated,line pressure operated,diaphragmactuated,pilotcontrolled,globeor anglevalve.Thevalveshallsealbymeansofa corrosion-resistant seatand resilient,rectangularseatdisc.Theseandother partsshallbe replaceable in the field;all such service and adjustments tobepossiblewithout removing the valve'frOm the line. Themainvalve body shallbeDuctileIronASTMA 536 .Thestemofthe basic valveshallbeguidedtop and bottomby integral bushings .The basic valveand its pilotcontrolsystemshallcontainno packing glandsorstuffingboxes.The diaphragmshallnot beusedasaseatingsurfacenorshallpistonsbe used asan operating medium.All intema!andexternalferroussurfacesshall becoated with a hig-.quality,fusion epoxy coating.Thepilotcontrolsystem shall consistofa two-way,nonnaIIy open,direct acting,adjustable springloaded,diaphragm actuatedpressurereducing pilot.The pilotcontrolshallbefield adjustable from 30 psi to165psi;adjustment rangenottoexceeda5 .5:1 ratio.ThePressureReducingValveshallbeaWILKINSModel ZW109FP. JOB NAME I I I I I I I I I I I I I I I I I Page2 of2 I WILKINS aZUm company,1747 Canmerce Way ,Paso Robles ,CA93446 Phone :805I238-7100 Fax:l105I238-5766 IN CANADA:ZURN INDUSTRIES UMfTED,3544 Nashua Dr.,Mississauga.Ontario L4V1L2 Phone:905l405-8272 Fax:905l405-1292 Product Support Help Una:1-877-BACKFLOW(1-877·222-5356)•Website:http://www.zum.com I I I I F unctional Data Inches '1.'I,'I.,1 1/4 ,'/a 2 2 1'2 340 •'0 '2 '4 1 0 2 4ValveSize32300350mm.'0 1 5 20 25 4 0 5 0 0500 '00 150 200 2 50 4 00 0 00 G lobe O a l./Mln .(gpm.)'.0 •e.5 13.3 30 3 2 54 8 5 115 2 00 440 770 1 245 1725 2 3 00 2940 7655 C v Pattern Ll tre slSec .(Us.).43 1 .44 2 .04 3 .2 7 .2 7 .7 1 3 20.4 27.6 4 8 105.6 1 84.8 299 4 14 002 706 ,e37 Factor An gle Gal.IMln.(g pm.)29 e t 1 01 1 3 9 240 54 1 990 1 5 75 2500·3060"4 200~- PaUarn Utresl$ec.(Vs .)7 1 4 .5 24.2 33.4 5 .130 2 38 378 .00 734.4 1 00B Eq u Ivalent G l obe F.et (ft.)2 5 7 1 0 23 19 37 5'53 85 116 2 11 2 9'347 4 67 422 503 62. Length Pattern Meters (m .)7.6 2.2 4.6 7.'5.7 11 .4 15.5 16.0 25.9 35.3 6 4$.2 68.6 1 05.8 142.4 128.6 1 53.6 191 .6 o f 8 0 2'7 2 22"2 3 6*247-P ip e Angle Feet (ft-I ---4 6 4 0 37 6.13.'75 - Pattern Met ers {m.),---13.8 1 2.1 1 1.4 17.8 24.5 42.5 53 .6 6 6.1 67.8 72 .7 75.2 - K Globe P l'liltern 16.3 3.7 6 .7 6 .'3 .6 6 .s 5 .6 4 .6 6 .0 5 .a 6 .2 6 .'6 .6 s.1 5 .0 5 .2 4 .0 Factor A ngle p "tt ern 7 .1 4.4 3 .3 4 .'4 .1 4 .'3.7 3.6 2 .s 2 .•2 .e FI.Oz .1 2 .3 4 .34 .7 0 L iquId Displaced U.S.Gar.---.0 2 .0 2 .03 .04 .08 .'7 .53 1.26 2 .51 4 .0 e.5 9 .e 2 9fromDiaphragm Chamber When m l 3 .5 1 0 .1 1 0 .1 2 0.7 7 5 .7 75 .7 121 1 83 303 6 43 --- V alve Opens Utres -------2 .0 4.8 9.5 15.1 2 4.6 36.2 1 09.8 50,00020,00010,00050002000 Wh e re : C v =U .S .(gpm)@ 1psId ifferent ial a t 600 F wat er or (lis)@ 1 bar (14.5 P SIG)differential at 15°C water dIn side p ipe diameter o f Schedule 40 Stee l P ip e (i nches) f f rict ionf actor for clean ,n ew Schedule 40 pipe (d imen s ionless)(fr om Came ron Hydra ulic D ata, 18th Editi on) K R esist ance Coeffic ie nt (c alcula ted) L E qu iv alent l engtho fP ipe (feet) a Fl ow Rate In U .S.(gpm)or (113) VF luidVe locity (f eet per s econd)o r(m eters pe r second) .p Pressure Drop In (psi)or (b ar) 1000 gpm(water) 500200 v ~.4085 Q d 2 FlowRate 3040608010020 a~c ,~p 105' a ~p _......... Ang le Val veSiz es (Inch es)1 1 ~2,21 \,3'''\,4 6,8,10,12,,14 I 16 Globe Va lve Sizes(Inc hes )'7 314 )1t ~1;~/121 fl10/,//8 ~1O /;12 1Jfl I 24 ,II.fI "I II /I I II I ,I I "II 1/ 1/ " /1//II ,1/1//II 1//1/,,'I /,II ,/'I II u I I Iii 'I II I II 1/1/11///II II II /II ~II ~1/1///1/11 //1 II /I , II II 1/VII If I.~~1//~'I /1/VI /'iI./, I /I I,I fI I,1/I ,II I ,I II I,I I r I I,II ,I II.,"'",,,,,,,t./ III rI II I IIII /II I 'I '/Ili I II II Ii''I I,W I I V II II I 1/lilt / II ~(J II/;III II IIIfl !J 'IJ II / 1/I ~(J WIf 1/ I WJ '//;~IIII II 1/11 I ,1/ 2 1 3 20 40 30 100 80 60 10 8 4 3 C v Factor Formulas for comput ing C v F acto r,Flow (Q)and Pressure D rop (....P ); .p~lc~r K F actor (R esistance C o effic ient)4 Th e value o f K Is calcu lated from t he formula:K =894 d (U .S.s yste m units)C v 2 Equivalent Length of Pipe Equivalent l engths of p ipe (l)are determi ned f rom the f ormula:L =Kd (U .S .system u nits)12 f Fluid Velocity Fluid velo city can b e calculatedf rom th e f ollowing fo rmula: (U.S.s ystem units) Flow Chart (Basedon normal flow through aw ide ope n valve)' I 'iiic. I I c. Cl... Cl '"... I =.,., '"...e, I ~ I I I I I I 4Qmm SIZeOnly Wilkins Control Valves operate with maximum efficiency when moun ted inhorizontalpipingwith the main valve cover UP,however,other pos itions areacceptable.Dueto compo nentsize and weigh t ofB Inch andlarger valve s,instal latio n withcoverUP isadvisable .We recom mend isol ation valves be inst alled on inlet and outlet for.maint enance. Ad equatespace above and around thevalvelorservicepersonnel should be consteered essential.A reguisr maintenance programshouldbeestablishe dbas edonthe ,peciflc applicatio n data.However,we recommenda thorough Inspectio nbe done atleast once ayear.Consultfactory for specificrecom mendations. Valve Size llnches\31,1~·3I4 1 1'/"1 1 ~2 2 1/2 3 4 6 810 12 14 16 24 AS crewed 2.75 3.50 5 .12 7.25 9.38 11.00 12 .50 --- AA150ANSI ---8 .50'9 .38 11.00 12.00 15.0020.00 25 .38 29.7534 .00 39 .004 1.38 61 .50 AAA300ANSI ---9.00'10.00 11 .62 13.25 15.62 21.0026.38 31 .12 35.50 40.50 43 .50 63 .24 BDia.?~()3.12 4 .38 5.62 6.62 8.00 9.12 11.50 15.75 20 .00 23 .62 28.00 32.75 35.50 53 .16 CMax.?M ~()O 2 .755.506.50 7.56 8.19 10.62 13.38 16.00 17.12 2 0.8824.19 25.00 43.93 o Scre wed ---3 .25 4.75 5 .50 6.25 -------- DO150 ANSI 4 .00'4.75 5 .50 6.0 0 7.5010 .00 12.75 14.88 17.00 19.50 20 .81 ODD300ANSI ---4 .25'5.00 5 .886 .387.88 10.50 13.2515 .56 17.75 20 .25 21 .62 - E 1.25 0 .88 1.631.121.50 1.692.06 3 .19 4.315.31 9.2510.75 12.62 15 .5017.75 F 150 ANSI --2 .50 3.00 3 .50 3 .75 4.505.50 6.758 .00 9.5010.50 1 1.7519.25 FF 30 0ANSI ---3 .06 3.253.754.13 5.00 6.25 7 .50 8.75 10.25 11.50 12.75 - GScrewed --1.88 3 .25 4.0 0 4.50 GG150ANSI --4 .00'3 .25 4.00 4 .005.006.00 8.00 8.62 13.75 14 .88 15 .69 . GGG 3 00ANSI ---4 .25'3 .50 4 .31 4 .385.31 6.508 .50 9.31 14.5015 .62 16.50 HNPTBodv Taoolno -11.",",",",",",",11 1 1 1 1 J NPT CoverCenterPluo 1"",",",",II,",»,",11 1 1 /~1 l/Z 2 1"2 KNPTCoverTanolno -'"",",",1/,1/,",",1 1 1 11 1 Valve St em Inte mal ThreadUNF ---10·3 2 10-3210-32 ",-28 1/4 -2 8 ",-24 ",·2 4 "s ·24 ",·24",·24 ",-20 %-16 S tem Travel --0.40.60.7 0.81.1 1.7 2.32 .8 3.4 4 .0 4.5 6 .50 Approx.Sh ip WI.Lbs.3 3 815 35 50 70140285 500780 11651600 226 5 6200 Valve Size (mml 10 ·15-2025 32-40 5065 80100150 200 250 300350400 600 AS crewed 7 089 130 184 238279318 -------- AA150ANSI ---2 16'238 2 79305381508 64 5756 864 9911051 1562 AAA 300ANSI ---22 9'254 295 337 397 533670 7 90 902 1029 1 105 1606 BOia.64 80 111 143168 20 3 232 292 400 5 08600 7 11832 90 21350 C Max.5176 7 0140 165 19220 827 0 340 40 6 435530 614 6351116 o S crewed ---8 3 121140 159 ------ DO150ANSI ---102 '121140 152 191 .254 3 24378432495528 - DOD 300 ANSI ---108'127 149 162200267 337 395 451 514 549 - E 32 2 3 42 29 38 43 5 3 81 110135 235 273 321 394451 F150ANSI ---64 768995114 140171 20 3 241 267 298489 FF300ANSI ---78 83 95 105127 159 191 222260292324 - GScrewed ---4883102114 -------- GG150ANS I ---102 '83 102102 127 .152 203 219349378399 - GGG300 ANSI ---108'89 1101 11135 165 2 16 236 3683974 19 - HNPT Body Tappinq -'"1/,",",'"v ",",1 1 11 1 1 J NPT Cove r CenterPlua '"'".1/4 11,'"",",",'"1 1 1 "..1 II,2 1112 KNPTCover Tapplnq -",'"","s ",",'"'"1 1 1 1 1 1 Valve Ste m Interna l ThraadUNF ---10·3 210-3210-32 1/,-28 ",-28 "..24 ",-24 "..24 ",·24 ",-24",-20 'A·16 StemTravel --8 10 15 18 20 2843 58 7 186 t02 114 165 Approx.S hipWI.Kgs .1.4 1 .4 47 162332 64 129 22 7 354528 726 1027 2 812 ""C Ang le Patter ___AA --_ 1----AAA ~GlobePattern Dimensions I I I I I I I I I I I I I I SIZE DIMENSIONS (approximate)WEIGHT A B C D* in.mmin.mmin.mm in.mm 100.kg. 21/2 6510 25481/4 210 11/4 NPT6 152 3516 3 80 101/2 267 91/4 235 11/4 NPT 6 152 45 20.5 4 100 15 381 121f2 318 2NPT 9 229 61 27.5 6 15018 457 14 356 2NPT 10 254 16575 8200 241f4 616 17 314 451 2NPT 11 279239 108.5 10 250 291/2 749 211/4 540 2NPT 14 356 394 178.5 FEATURES c Cast Iron ASTM A 126 Class B Castlron ASTM A 126 Class B FDAApproved Epoxy Finish (FSC) Perforated Slainless Steel,300 series J_~ D* 1 APPUCATION Designed for installation on potable water lines to protect downstream equipment from malfunction 01'premature faD- ure due to build-up of sediment or debris. STANDARDS COIIPlIANCE •MIL-516293FType2 MATERIALS Main valve body Access cover Coatings Screens Flanged Class 1251b *\&tical clearance br screen remOlei Sizes:0 2%"0 3"0 4"06"0 8"0 10" (Closure plugnot fumished) Pressurellemperature:200 psi @ 150°F WOO 125 psi@450°F Steam OPTIONS (Suffixes can be combined) End connections: a -with epoxy paint (standard) o C-with FDA epoxy coating inside and out SCREEN SIZEOPENINGS MAlERIAL HOLES PER inch(dia.)lHlCKNESS sqlin. 21/2 0.0450.020 225 30.0450.020 225 40.0620.020 98 6 0.062 0.020 98 8 0 .125 0.020 29 100.125 0.032 29 I I I I I I I I I I I I I I I I Page1 of2 I •• FLOW CHARACTERISTICS MODELFS2 1/r.3-&4-(STANDARD &METRIC) FLOWRATES (lis) 12.6 25.2 37.9 2 1 ~(R'"-~3'(8Omm)./ :/ I I I I 6"10iii 2:- '"'"0 5...J W '"::> Ul., W 0'"Il.0 200 400 FLOW RATES (GPII) 600 4'(100rrm) MODELFS 6-,8-&10-(STANDARD &METRIC) FLOW RATES (Vs) 113.6 170.3I I I 56 .8 900 1800 2700 227 .1 3600 WIUCINS OPERAlION OF ZURN INDUSTRIES,1747 Cammert:e Way,Paso Robles,CA 93«6 Phone:lI05I238-7100 Fax:805I238-5766 IN CANADA:ZURN INDUSTRIES L.an'ED,3544 Nashua Dr~If •'DJga.0dariD L4V 112 Phane:9lI5I4O!HFax:9ll5U05-1292 Product ~Help line:1-377..aACI<FLOW (1-377-222-6356)•."3 ~ OUTDOORINSTALLATION INDOOR INSTALLATION SPECIFICATIONS The Cast Iron "Y"type strainer shall be in compliance with M1L-5-16293FType 2.The main body and access cover shall be cast iron (ASTM A 126 Class B)and avai!abIe with or without an FDA approved epoxy coating inside and out The integral stainer"saeen snaa be a ..essiHe for cleaning without remDlIing the device from the line.The cast Iron -y-type strainer shall be a WIlKINS Model FS or Model FSC. Page 2of2 OOlECTJONOFROW ci> Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 fIIsec 7.5 fIIsec 10 fIIsec 151t1sec 2112"75 112149224 3"115 173 230 346 4"198 298 397 595 6"450 675900 1351 8"780 11691559 2339 10"12291843 2458 3687 FLOW RATES(GPM) TYPICAL INSTALLATION I PflO1EC11YE EHCtDSl.Ile I I I I I I I I I Local codes shall govern i nstallation requirements.Unless otherwise specified.the assembly shall be mounted with sufficient clearance for maintenance in accordance with the manufacturers'instructions and the latest edition of the Uniform Plumbing Code.The installation shaD be made so that no part of the unitcan be submerged. I I I I I I I I I I I Fig.200-"Trim line"Adjustable Band Hanger B r, '.~,_.'.,. f:@~iU Size Range -1/2"thru8"pipe Material -CarbonSteel,Mil.GalvanizedtoG90 specifications Function -Forfire sprinkler andothergeneralpiping purposes .Knurledswivelnutdesignpermitshanger adjustmentafterinstallation . Features - (1/2"thru2")Flarededgeseaseinstallationfor allpipetypesandprotectCPVCplasticpipefrom abrasion .Captureddesignkeepsadjustingnut fromseparatingwithhanger.Hanger iseasily installedaroundpipe. (2'1,"thru8"Springtensiononnutholdsit securelyinhangerbeforeinstallation.Adjusting nutiseasilyremoved . Approvals -Underwriters'Laboratorieslisted (1/2" thru8")intheUSA(UL)andCanada (cUL)forsteel andCPVCplasticpipeandFactoryMutualEngineering Approved(3/4"thru8").ConformstoFederal SpecificationsWW-H-171E,Type10andManufacturers StandardizationSocietySP-69,Type10. Maximum Temperature -650°F Finish -Mil.Galvanized.ForStainlessSteelmateri- als,order TOLCOTM Fig.200WON. Order By-Figure number andpipesize I I I I I I I I I I I I I I I I /. /. Dimensions·Weights Pipe RodSize Max.Rec.Approx. Size Inch Metric A 8 Load Lbs.Length 1/23/8 8mmor 10mm 3'/.2'/,400 11 3/43/8 8mmor 10mm3 '/.2'/,400 11 1 3/8 8mmor10mm 3'/.2'/,40012 1'I.3/88mmor10mm 3 '/.2'/.40013 1'I,3/88mmor10mm 3'/.2'/.40014 23/8 8mmor10mm4'/,3400 15 2'/,3/8 10mm 5'/.4'/.60027 33/8 10mm 5'/.4 60029 3'/,3/8 10mm 7 '/.5 '/.600 34 4 3/810mm 7'/.5 1000 35 5 1/212mm 9'/.6 '/.1250 66 6 1/212mm 10'/.6'/.1250 73 8 1/2 12mm13'/.8'/.1250 136 I II Main OfficelManulllClOOng Facility -1315 Samp sonAve.'Co rona.CA 91819 -Ph:909.137 .5599 -fax:909 .137.03 30 CuSlomer Service'800.166 .5166 WWlN..IoJco.com Main OIfocelManufactuing f acility.1375 SatTpson!we .•Cama CA 92879 'I'll:909.737.5599 'Fax:909.737.0330 Customer 5enice •00l.71li.52li6 www.rolCt1CDtn Fig.100.All Thread RodFullLengths Dimensions·Weights 3/8610540 1/2 11301010 ~8 18101610 3/427102420 7/8 37703360 RodMax.Ree.LoadLbs. Size For Service Temps 650°F750°F ,.-.:." ;.".."'."';';;,.-,. 84 123 169 .12 29 53 222 360 510 Approx. Wt./100 1810 1610 27102420 3770 3360 MaxRee.Load Lbs. For Service Temps 650'F 750°F 240 215 610 540 1130 1010 4960 4420 8000 7140 11630 10370 Dimensions·Weights 1/4 3/8 1/2 1 1'1. 1'/. 5/8 3/4 7/8 Rod Size SizeRange-Secures3/8"thru7/8"hangerrod Material -CarbonSteel Function -Secureschanneltohangerrodforverticalseismicbracing. Finish -ElectroGalvanized Note -AvailableinHOGfinishorStainlessSteelmaterials . Order By-Figurenumber Fig.99•All Thread RodCuttoLength Fig.98-Rod Stiffener SizeRange-Secures3/8"thru7/8"rodin 1"increments Material -CarbonSteel Maximum Temperature -750'F Finish -Plain Note -AvailableinElectro-Galvanizedand HOGfinishorStainlessSteelmaterials . Order By-Figurenumber,roddiameter,rod lengthandfinish SizeRange-Secures 3/8"thru7/8"rod in 10'Iengths Material -CarbonSteel Maximum Temperature -750'F Finish -Plain Note-AvailableinElectro-Galvanizedand HOGfinishorStainlessSteelmaterials. Order By-Figurenumber,rod diameter andfinish I I I I I I I I I I I I I I I I I 1 ./ /J1c /~ B 61028 113055 113055 Max.Ree.Approx. Load Lbs"Wt.l100 OFFICEIMANUFAClURING FACILITY ·1375 SAMPSON AV E.'CORONA.CA 92879'PH :951.737.5599 'ff>.J.:951.m.033 0 CUSlllM£R SERVICE·800.786 .5266 www.folco.com Fig.66 Fig.65 Dimensions·Weights Dimensions •Weights Rod Size A BC D E F 3/8 1"J/tll 3/4 7/16 1 1/2 1'I,3/4 9/161'I. 5/8 1'/,3/4 9/16 1'/. Fig.65 and Fig.66 Reversible C-Type Beam Clamps 3/4"and 11/4'"Throat Openings ComponentofState o f ~ Californ iaOSHPDApp roved ~ SeismicRestraints Syslem ®:® Fig.65 Patent #4 ,570,885 Size Range -(Fig.65andFig.66)3/8",1/2"and 5/8"rod Material -CarbonSteelwithhardenedcuppointsetscrewand jamnut Function -Recommendedforhangingfromsteelbeamwherenange thickness doesnotexceed 3/4"(Fig.65)or1'I,'(Fig.66). Features -Allsteel constructioneliminatesstructuraldeficiencies associatedwithcastingtypebeamclamps .Maybeusedontoporbot- tomflangeofthebeam.(Beveledlipallowshangingfromtopnange whereclearanceislimited.)Maybeinstalledwithsetscrew inupor downposition.Offsetdesignpermitsunlimitedrodadjustment by allowingtherodtobethreadedcompletelythroughtheclamp.Open designpermitsinspection of threadengagement. Approvals -Underwr iters'laboratories ListedintheUSA(UL)and Canada (cUL).FactoryMutualEngineeringapproved.Conformsto Federal Specification WW-H-171E ,Type23andManufacturers Standardization SocietySP-69,Type19.Exceedsrequirementsofthe NationalFireProtectionAssociation(NFPA),Pamphlet13,3/8"rodwill support 1/2"thru4"pipe,1/2"rodwillsupport 1/2"thru 8 "pipe. IncludedinourSeismicRestraintsCatalogapprovedbytheStateof CaliforniaOfficeofStatewideHealthPlanningandDevelopment (OSHPD).Foradditionalload ,spacingandplacementrelatingto OSHPDprojects .pleaserefertothe TOlCO SeismicRestraint Systems Guidelines. Finish -Plain Note -AvailableinElectro-GalvanizedandHDGfinish. Order By -Figurenumber ,rodsizeandfinish •Max.loads for clampwithset screwinupordownposition. Rod Size Max.Ree ..Approx.A B C DE F Load Lbs.*WlJ100 3/8 13/'11 1'1.7/161610 28 1/2 1'I,1'1.9/161'I.1130 55 5/81'I,1'I.9/16 1'I.113055 •Max.loadsforclampwithset screw inupordownposition. I I I I I I I I I I I I I I I I I Part#8113910 Item#100 NutDrivel iI;Z:~Sl;;:~1 Use#14 Nut DriverUSffivnysand SwivelHead GST2 1/4 X 2 25 :..S]'?'~V&\8'X;2'1i~.~~.~ GST 3 1/4X3 25 GST;A,'~14 :A' GST6 1/4X625 teel oncrete I I I I , 1 I I I 1 1 I I I I 1 load 1 I I ~SID~WINDeRSTM 12 1.02 Weight Ca (per125)at tee! oncrete Iood 125 •17°deflection from vertical •Accommodates upto 3-1/2 x 12 pitdl roof •Also available Instainlesssteel •Use #14 Nut Driver (black) 501 Item #Model SAMMY X_PRESS™ ScrewBox Descriptions Qty . 8151910 1/4 X1 <.1/4 ·x i'''. 1/4 X 1 ..1/4X2 ', 3/8 X 2-1/2 'j."-u<i1/4 )(3 ' 1/4-20 x 1-1/8 22-20 8150922500 XP 20SammyX-Press20 25 '~l Xi,i;r, SammyX-Press It XPIT Installation Tool (Kit Includ es:Sleeve,Bit Receiver ,H ex W rench ,and25/64"Drill B ~) SteelApprovals Part #Ga. Patent Pending < •Most Items Available in Stainless Steel ,.-~-'~l ..'~-. ,,).1 "·11,,',I,...'•t '- ,.11>",-.'. t ut Driver m'~:S', #14SW Nut Driver -' lor Sidewinders andrr I I I Par1#S1149 10 It e m #101 I I I ) HOI Stainless Steel material meets the requirements of AJSl 303 4.3.6.2 MaterialSpecifications HOIIHDI -L,1/4',3/8",1/2',and HOI 518"and 3/4"are manufactured from mild carbon steel which is plated with a zinc finish for COITosion protection in accordance with ASlMB 633,SC 1,Type In 4.3.6.2 Mater1a1 SpeciIicaIions I::II5ilJ 4.3.6 4.3.6 HOI &HDI-L 4.3.6.5 Ordering Informatioo 4.3.6.3 Teclmlcal Data 4.3.6 .1 Product Descriptlon Mechanical Anchoring Systems 4.3.6.4 InstaJlabOl1lnstructions I • Guide SpeclfIcatiDIIS Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633,SC 1,Type III. Anchois shall be Hilti HOtIHDI-L anchors assuppiied by Hilti. Installation Install shell or flush type anchors in holes ctilled with Hilti carbide tipped drill bits . Install anchors asper manufacturer's recommendations . HDI-L •Lip provides fllEh installation , consistent anchor depth,and easy rod alignment •Lip allows accurate flush surface selling,independent at hole depth •Ideal for repetitive fasten ings with threaded rods of equal length •Intelligent expansion section adapts to the base material and reduces number of hammer blows upto 50% •Easy to read brand and size idenfificalion (red painij 4.3.6.1 Product Description The Hilti HDllHol -L Drop-In anchor . is an internally threaded,fllEh mounted expansion anchor for use in concrete. •HDI &HDI-l Drop-In Anchor Product Features HOI •Anchor,setting tool and Hilli drill M form a matched tolerance system toprovide reliable fastenings •Below surface selling for easy patchwork •Allows shallow embedment without sacrificing performance I I I I I I I I I I UL(UnderwrilelsLaboratory) 'Pipe Hangers'(318"-3/4" diameter)(HOI and HDl-L) UstingslApprovais IGC-ES pntemalional Code CouncIQ Evaluation Report No.2895 (HOI Only) COLA (City 01 LosAngeles) Research Report No.23709 (!{l!0nM FM (Factory Mutual) Serial No .22765 'Sprinkler Hanger Components-Expansion Shields.' (HOI and HDI-L) 4.3.6.3 Technical Data HDIIHDI-L Specification Table 1 For Hlilimatcl1ed tolerance carbide \Wed drillbits,see sectIOf18 .4.1 . ~HDVHDI-L HOI Sfze In.1/4 318 1/2 518 3/4 Details (mm)(6.4)(9.5)(12 .7)(15 .9)(19.1) cit",Bit diameter'in.3/8 1/2 518 '£//32 1 h""",Std .depth of embed.in.1 1-9/16 22-9/16 3-3116 e Anchor length (mm)(25)(40)(51)(65)(81) h,Hole depth l",Useable thread In.7/16 518 11/16 7/8 1-318 length (mm)(11 )(15)(17)(22)(34) Threads per inch 20 16 13 11 10 h min.base material In.3 3-118 4 5-118 6-318 thickness (mm)(76)(79)(102)(130)(162) T""",max .tightening ft-Ib 4 11 22 37 80 torque (Nm)(5.4)(14 .9)(29 .8)(50 .2)(108.5).. I I I I I I I I I Combined Shear and Tension Loading (Nd )513 (Vd )513 .N,ec +V,ec s 1.0 (Ref.Section 4.1.2.7) Visit Hilti Onlineuswww.us.hilti.com Canada www.ca.hlltl.com HiIll,Inc:.(US)HIOIHI79-8000 I Prodact TecIInIcaI Gulde 2lII4 I HIJII (canada)CoIparatIon 1-000-363-4458 I:II S .1 181 Anchor size 4000psi (27.6 MPa)6000 psi (41.4 MPa) in.(mm)Tension Ib (kN)Sbear Ib (kN)TenslonIb (kN)Shear Ib (kN) HOI-1/4 6.4)480 2.1 6002.7)740 3.3:6002.7 HOI-318 9.5)10404.6 1230 5.51 1460 6.5:1230 5Jj HOI-1I2 12.7)18408.2 2760 112.4)2410 10.n 2760 12.31 HOI-518 15.91 2630 11.71 4510 120.1)3770 16 aJ 4510 20.11 HOI-314 (19.1)3830 (17.0)55lD (24.8)5030 (22.4)5580(24.8) I:II 5 Oil I 1Iilli,Inc.(lIS)1-80(}-879-8000 1 Prolu:lTItchlllcaJ Guide 2IIlM I IIiIIi (Canada)CarpoIlIIiaIIl-806-363-4458 12 •HOI &HOI-l Drop-In Anchor 3 111e talitiKed shear and tensile values are fill"andlors installed Instructuralllght- weighl arolllll ~Ite desl!Jlaled ~~slrengthat the line 01 inS1allalioo.The l:OIlCI9lB roost CllI1W wiIllASIM C:rJIJ-77. 4 The tallulated shear and lereiIevalues are till"andlors instal led through 20 gauge Der!nelbe decIdng lmD snctur.lI~concrele haW1g 1hedesignated ultimate s1rmglhat1helirm 01 iIlslalIalOl.The c::oocrete must COIllliY withASTM C:rJIJ-77. • Carbon Steel I Ultimate Loads in Concrete_11m 2lIOO psi (13.8 MPa)4000 psi (27.6 MPa)6000psi (41 .4 MPa) In.(mm)Tension 1b(kN)Sbear 1b(kN)Tension 1b(kN)Sbear 1b(kN)TensiaII 1It(kN)Sbear 1I(kN) HOI HOI-L HOI HOI-L HOI HDI-L HOI HOI-L HOI ID-L HOI HDH. 1/4 (6.4)1995(8.9)1995(8.9)111m(8.0)ll1m(8.lJ)2Zl8l10.1)2Zl8l10.1)2liOD lIl.l)2liOD111 .1)3151114~31'5111114~2IIlO 112.5)--lI2.5I 318 (9.5)3556 (15.8)3655(15.8)3850(17 .1)3lE0117.1)44lillll9.8)44lill (19.8)5IIIIt lZl.2l 5IIIIt lZl.2l 5GII rl'!.2)5CII124.2)lilID (26.7)lilID (26.7) 1/2 (12.7)4470 (19.9)4470 (19.9)6lllIO (26.7)6lllIO (26.7)71411 (31.8)71411 (31 .8)IIiIlII ~.8)mD (34.4)!m5(41.7)1S15(41 .7)111III(44..5)IaalDfI4.51 5IB (15.9)75llO(33.4)-lIDIfI4.51 -Ill15l52lt -UIIlIOfj7.1ll -~1fi6.1)-15llllDIfi6.1)- 3/4(19.1)1ססoo («.5)-59lO(69.0)-82lIJ(72.3)-2DOlII 11l!Ul)-22250 (99.0)-22IllII (97.9)- Carbon Steel HOI Allowable Loads in Concrete_11m 2lIOO psi(13.8 MPa)4000DSl (27.6 MPal 6000 psi (41 .4 MPa) 1n.{ImI)Tension 1b(kN)SIIear 1b(kN)TensIm IIlkNl SIlear "(leN)'r.sioa 1It(kN)sa--1It(kN) HOI HOH HOI HOI-L HOI HDI-L HOI HOI-l HOI HDl-L 1101 HDH. 1/4 (6.4)500(2.2)511(2.2)8(8.11).~5111 (2.5)~(Z.5)as (2.8)1iZ5(z'1Il lID(3.lij -(3..5)lIII l 3.1)_,3.1) 318 (9.5)II!II(4.11)II!IIfI~1Ii5(4.3)1l65f1.3)1115(5.0)1115(5.11)IS{5.6)1250(5.6)lal~"l~151ll (6.7)'.16.7) 1/2 (12.7)mo(5.0)1120(5.0)15001 6.7)1500(6.7)17115(7.9)17115(7.9)%I25 (9.5l l!Ml1tl1.6l 236l1l1.4)236l1O,4)25alIlIl.l)25alI ll1.1) 518(15.9)11lS(IlJl -25alI (11.1)-2J28(13.OI -325O(l4..'il -3115(16..51 -315G(16.7)- 3/4 (19.1)25alI(11.1)-311I5 (17.2)-4OlI5 (lB.1)-5OlIO l221l -5565(24.8)-5500(24.5)-.Note:TheuIliIlIale s/Iea'and allowable shea'values are based 0Il1he use 01 SAE Grade 5 bois,~,=85ksi,F..=120 ksI)withIhee>ceplion 01 the 1/4 tIlVHlll-Lon I <=6000 psi concrete which Isbased upon1he use01 a SAE Grade 8 bolt V,=120 ksi.F..=150 ksi). 1 ThealIowallIe values are based 00 the used SAE Grade 2 boltsmstalled InIhe 31ChoIs. 2 Based 00 I9lg a safely laclor 014.0. CarbonSteel HOI ADowabIe Loads in UghIweigbt CaDcrete and I•-CcIDcmte ower IIeIaI Deck ' Anch«Andlllr instilled In3000psi (2O.71otPa)Ancbar nIaIIod ~SleII Dedc IJppor fIul8 Aacbar....1brnugII SleIIIledt ~FUI SIze U.WI.CorIcr8aJ InlD3lllIO psi (2117 ~U.Wl~....._(20.7~U.Wlc .. In.(rrrn)TensIon,IIl (kN)Shear,Ib (kN)Tension,Ib (kN)SIIear,Ib (kH)T......Ib(kN)S-,Ib(kN) 1/4 (6.4)465(2.1)340(1.5)530(2.4)335(1.5)375(1.7)2SO(1.1) 318 (9.5)755 (3.4)940 (4.2)8110 (3.9)1010 (4.5)500(2.2)500 (2.2) 1/2 (12.7)1135(5.0)17GO(7.~1105(4·91 1755(7.8)625(2.81 150(3.3J 5f8 (15.9)1465(6.5)2835(12.6)--875(3.9)875(3.9) 314(19.1)2075(9.2)3680(16.4)--1250(5.5)1000(4.4) Ancborsize 4000 psi (27.6MPa)6000 psi (41 .4 MPa) IlL (mm)TensIon III (kN)Shear Ib (kN)TensIon Ib (kN)SIJear Ib (kN) 55HOI-1I4 6.4 19308.6l 2400 110.7 2950 13.1 240010.7 55001 -318 9.51 417018.5 4920 21.9 5850 26.0 4920 121.9 55 HOI 1/2 12.71 7350 32.7 11040 49.1 !1630 42.3 11040 149.1 55HOI-5J8 15.9)1054046.9 18040 80.2 1510067.2 11104O 80 55HOI·314 (19.1)15340 (68.2)22320 (99.3)20130 (89.5)22320 (99.3) Stainless Steel HOI Wtimate Loads in ea..... Stainless Steel HOI Allowable Loads in Concrete Note :Theultimate andallowable shear values are based on the use 01 Type 18-8 bolts. Mechanical AnchoringSystems I .1::JI5:il] 4.3.6 182 I I I I I I I I I I I I I I I I I I I ~V"1Sit Hilti Onlineuswww.us.hilti .com Canada www.ca.hilti .com 10 Inc.(lIS)1-800-879-8000 I Product Technical GuIde 2D04 I HUll (C8nada)Col "'"atkJlIl-800-363-4458 I:II S OIl I I 183 N l\...,=standatd embedmeot depth Anchor Size h..,.. in.(mm)In.(mm) 1/4 (6.4)1(25) 318 (9.5)1-9/16 (40) 1/2 (12.7)2 (51) 5/8 (15.8)2-9116 (65) 3/4(19.1)3-3/16(81) Influence of Anchor Spacing &Edge Distance f AI f R I Mechanical Anchoring systems I::II5ill 4.3.6• .2 .4 .6 .81.0 Edge Distance Adjustment Factor ('..'..) Edge Distance,1 t FactIIrs c =Aduaf edge distance e"."=2.0hmm e".=3.0 hmm o o 3.0 -----~r-~s-;ea~-I emln T~sion ------I III III III III III 1.0 SCI" o .2 .4 .6.8 1.0 Anchor Spacing Adjustment Factor (fA) AnchorSpacI Adjllstment FactIIrs s =Actual Spacing s"""=2.0 hmm Sa =3.5 hmm o Smin2.0 ----- 3.0 1.0 Load Adjustment FacbJrs (Anchor~)f.Load Adjustment Factors (Edge 1lisBK:e).. TensionlShear Loads Tension,f..Shear,f_ Spacing Anchor DiaInl!II!r Edge DIslance AndwJr Ilianlder Ancbor DiameIIlr s c In.(mm)1/4 318 1/2 5J8 3/4 iD.(mm)1/4 318 1/2 5J8 3/4 1/4 318 1/2 5J8 3/4 251 .50 251 .80 .65 2-1/2 64 .67 2-1/2 64.90 .83 3 76 .83 .50 3 761.0 .80 1.0 .65 3-1/2 891.0 .58 3-1/289 .85 .73 4 102 .69 .50 4 102.91 .80 .85 .65 4-1/2 114 .79 .58 4-1/2 114 .98 .85 .96.74 5 12/.90.67 .505 1271.0 .90 .80 1.0 .83 .65 5-1/2 1401.0.75 .55 5-1/2 140 .95 .83 .91 .70 6 152 .83 .61 .50 6 152 1.0 .87 1.0 .n 7 178 1.0 .74.57 6-1/2165 .91 .80 .84 .65 8203 .87.677178 .95 .84 .91.72 9 229 1.0 .77 8203 1.0.90 1.0 .83 10254 .889 229 .96 .94 11 12791 .98 10 12541 1.0 1.0 12 (305)1.0 Sma =2.0 h.....s.,.=3.5 h_emin =2.0 hllllllU e".=3.0 hnom e"."=2.0 hnom.e".=3.0 h""" f.=0.33 s -0.17 fAll =0.2 C +0.4 fRY =0.35 c-0.05 hmm hmm h""", torScr>S>~fore".>C>~tor c,>C>c",., S h"", •HOI &HDI-L Drop-In Anchor Ancbor Spacing and Edge Distance Guidelines (See Anchoring Technology section 4.1.3) I I I I I I I I I I I I I I I I I I I 4 Install anchor using proper setting tool setting i0oi10 be Iiiven Into anchor untit setting toolshoulder meets lopofanchor. • HOI &HDI-L Drop-In Anchor 3 Clean hole . • ..~-j A 4..-~ h ...,,',.',;:,..............-........ :fiI~, •.r,.*.,"· .~•ll. ,~.t j.. ~:,.~ ...-4·...,.. Mechanical Anchoring Systems I 4.3.6.4Installation Instructions 1 Adjust lIePth gaug e solila!anchor will 2 Hamme<doll hol e. be flush with the coocrele surtace wilen installed. Anchor Carbon Steel StalnlessSteel Thread SIze Description Item No.Description ItemNo.Description Item No.BoxQly 1/4-HOI 114 00336425 HDI-L 1/4 00283608 HOI (SS 303)1/4 00336430 100 318'HOI 318 00336426 HOI-L 3/8 00283609 HOI (SS 303)318 00336431 50 112 'HOI 1/2 00336427 HOI-L 1/2 00283610 HOI (SS 303)1/2 00336432 50 518'HOI 518 00336428 --HOI (SS 303)518 00336433 25 314-HDl3I4 00336429 --HOI ISS 303)314 00336434 25 setting Tools for HOI &HDI-L Anchors 4.3.6.5 Ordering Infonnation HDIAnchors Anchor Thread Size Descripllon -Manual5etling Tools Item No. 1/4"HST 1/4 Selting Tool 00032978 3/8'HST 318 Selting Tool 00032979 112'HST 1/2 Selting Tool 00032980 518-HST 5/8Setting Tool 00032981 314'HST 3/4Selting Tool 00032982 Anchor Thread Size Descr1pUon -AutomatJc setting Tools 1 Item No. 3/8'HSD-MM 3/8'(I'E-C-24SDl0 318'Salting 1001)00243751 1/2"HSD -MM 1/2'(I'E-C-24SD121I2'Selting 1000 00243752 1 Use automatic selling loois with TE-5.TE-5I\.TE -15,TE-18andTE -25 rotary hammer drills. ·1:0!iIIlJ 4.3.6 Visit Hilti Online~ wlwws.hilti .com US www.ca.hllti.com canada 184 I:Ii S .1 Hilti,lnc.(lIS)1-800-879-8000 I Product TeclInlcal Guide 2004 IHilti (Canada)Corporation 1-800-363-4458 I . I I I I I I I I I I I I I I I I I I I I .- IPS CARBON STEEL PIPE-FIREPROTECTIONPRODUCTS Style 747 Riser Manifold Assembly 10.96 V1CTAUlIC"5 AN ISO goo ,GERTHDCOMPAN Y See V:eta:.::!ic publication 10.01 for details .Patent Pending PRODUCT DESCRIPTION TheVictaulicStyle747Riser Manifo ldAssembly is compact andeasy to install inzon ed wetsp rinkler systems.TheRiser Manifo ld Assemb lyincludestheMa nifo ld Body ,a UL Listedand FM A pprovedFlow Switch ,a PressureGauge and aStyie720TestMaster JiTM AiarmTest M odulewith standard '/2'o rifice . The Style747Riser Manifold Asse mb ly is avai lable insizes from 2'through6 '(50 -150mm)w ith g roov ed endsforeasy installation inthe horizont alorvertical up -flow p ositions with standardVic taulic grooved c oup ling s.The RiserManifoldAssemb lyis FM A pprovedand UL andULC Listed forwo rkingpress ures upto 3 00p si(2068kPa). I I I I I Manifo ld Dimensions Body SIze Incheslrnillimeters Approx. Nomi nal Actual Weight DIa.Out.D1a.Drain Eadl In./mm InJmm SIze A B C 0 E lbsA<g 2 2.375 PI.16 .00 7 .90 7.10 5 .70 8 .9019.9 50 60.3 42 406 20'100 '45 226 9 .0 2 11z 2.875 1 1/.'6.00 8 .10 7 .40 590 8 .90 22.7 65 73 ,0 42 406 206 '88 'SO 226 10,3 3 3 .500 1 '/4 '600 8 .40 7.706.208 .90 25 .6 eo 88 ,9 42 406 2 '3 196 ,sa 226 11.6 4 4 .500 2 '6 .00 8.90 8.90 7.20 9 .10 33 .4 '00 114.3 60406 226 22&163 23 '15,2 6 6.625 2 '6.00 10 .009.90 8 .30 9 ,10 45.8 ,SO 168,3 60 406 254 251 2 11 23 1 20.8.,Standard.12 orifice Opt ional:17/:12"orifice I ic I ~ ~~,.---....-."-..I ~::I'.~ B I I ..L• Pressure Gaug e -.- 1 1 Manifold Body JJ1'---' I L 1eStMasle,11 ;-<----.----A -------+1 FlowSw itch )0 DIMENSIONS I I I I I I I I I I MATERIAL SPECIFICATIONS Manifold Body:Fab ricatedfromcarbonsteelp ipe c onforming toASTMA53 Grade Bw ith integral Vic tauli c grooved ends.Finish,orangeename l. Ser ies 720 TestMaster II:Bronzeconstru ctionc ompletewithd ual integ ral sight glass es and standard '/l tes t orifice .Single hand le operation fortestand drain funct ions.Refer to Victaulic Specification Sheet 10.22 fora dditional de tails , •Optional:171s2'orifice Coupling:Victaulic Style 005FireLoc k"co up lingcom plete wit h Grade "E"-TypeAGasket.Refer to Vic taulicSpecification Sheet 10.02 forad ditional deta ils . Waterflow Detector:System sensor Model WFDvane type wat erflow detec to r with sealed retard,visual sw itch activation,and mechanical de lay adjus tment.Cover inc ludestamperresistant security screws and tool.N ote :ULC models WFDAincl udec over tamper switch. This product sha ll be maflU lactu'ed by VlCtaulic CClI"'lpa ny A.I o -ccectsto be installed in accordance with co-ere Vict aulic instaltal ionlassembly irlst"UCtions Yictaulic rese rves m e rig ht to Change product specifications,designs and standa rd equ ipment w ithout notice and without incurring Obligations. I I e PEGISTEREDTRAOEUA RK Of vtCTA WC·0 (X)P'(flICl>fT2004V1CTAlA..JC -F'RM'EDIN US.A. Victaulic Com pany ofArrefica •Phone:1-800-PICK -VIC (HIOO-742-5842)•Fax:610-250-881 7 •e-mai lllickvic@victaulic.com Viclaulic Company ofCanada .I'hoo.:905-884 -7444 •Fax :905-884-977 4 ••-ma ll:vicca nad a@;iCtJI ulic.com Vietluli c Europe •PtlOn.:32 ·~381-1500 •Fax:32-9-3M-4438 •e-ma il:viceu,o@victlul ic.be Viclau lic Arref ica latina .Ph on .:610-559 -3300 •Fax :610-559-3608 •e-mai l:vical@Victlulic.com Victau lic Asia Pacific 'Phone:65-6235-3035 •Fax :65-6235 -0535 ...ma ,I:v,cap@Vlctauiic .com \I 6·1116" 1+----9"---+1 ® <S> ® <S> Finish:roughbrass.polished brass. c h rom e platedbr ass Branding:"AUTO-SPKR" CIty th reads :Detroit ,Louisville,C incinnati. Pitts bu rgh/Phoenix.Cleve land,D enver.To ledo Branding :"AUTO SPKR" I-A SIAMESE FDC CONNECTIONS Straight Pattern Single Clapper Size:4"x 2 -1/2"(F)x swive l 2-112"(F)N ST SD Degree Pattern Single Clapper Size:4"x 2-112 "(F)xswive l 2-1/2"(F)NST Finish:r oughbrass,polished brass. chrome platedbrass C ity threads:Detroit.Louisville.C incinnati. PittsburghlPhoe nix.C leveland.D enver.Tol edo I I I I I I I I I I I I I 1-8 SINGLE INLET SWIVEL FDC CONNECTIONS 2-1/2"femaleNPThe x x 2-1/2"femaleswivelNST Does no t includeplug or wallplate Finish:rough Brass,polished brass. .ch rom e p lated brass City threads :D etro it.Louisville.Cincinnati, Pittsburgh/Phoeni x,Cleveland,Den ver,Toledo www.argco.com I I I I I I SINGLE INLET CDNNECTION •COMPLETE Cons ists of: (I )r oundplate branded "Standpipe"or "AutoSpkr." (I )2-112 "do uble fema le connection. (I)2-1/2"pinlugplugwith chain Rigidhe xagon end 2-112"NPT x swive l end F.2-1/2"NST Finish:r oughbrass . Polished brass , chrome platedbrass Cit y th reads:D etroit,Louisville. C incinnati,Pittsburgh/Phoenix, Cle veland.Denver .Toledo 800-864-1015 SINGLE INLET RESIDENTIAL CONNECTION Exposed type for r esidential "Automatic"sp rinklersystems. Consists of: (I )1-112"x1-1/2"doub le fe male conn ection (I)1-1/2"pinlug plug w ithc hain (I)4-7116"O .D.round escutcheon plate,withswive l Rigid hexagonend 1-112"NPT x swivel endF.1-1/2"NST NSTon ly Finish:rough brass FAX 760-727-3270 TOWN OFVAIL 75S .FRONTAGE ROAD VAIL ,CO 8 165 7 970 -479-2138 •• DEPAR'IMENT OF COMMUNITY DEVELOPMENT Permit #:BOO-0 2 59 NO TE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLT IMES ADD /ALT COMM BUILD PERMT &00 v~L..,~t<L (c«.cc Job Address :·~3 8 8 BUFPEIIR CREEK RD Status ...:ISSUED Loca tion ...:EAGLE BARN LOWE RTERMlNALAppli ed ..:09 /26 /200 0 Parce l No ..:2 10 1-06 3-0 8-008 Issued ...:09 /28/2000 P roject No .:PRJOO-0 261 Expires ..:03 /27/2001 9 70-4 77-2611 970 -477-2611 P hone : Phone : Add Sq Ft : 8 1657 81657 30,400 Fl I F R AROSA CONSTRUCTION,INC . 2648 AROSA DRIVE,VAIL,CO AROSA CONSTRUCTION,INC. 2648 AROSA DRIVE,VAIL,CO VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Occupancy: Typ e Construction : Type Occupancy: OWNER CONTRACTOR AP PLI CANT TOV/Comm.Dev. Description:f l D lt R f dNEWEXITDOOR,NEW S ITE WALL,HEATED PAVERS FOR WAL ean-up epost eun a pproved __1JL,J.=7:=:..-_ Not in t able!';-')tJ ) Type I F ire-Resis tive amount 00 0 .' dale ~11.-.'>16 ,r I Valuation: Firepl ace I nformation :Restricted:#OfGas Appl ian ces:#OfGas Logs:#Of Wood/Pell et : Building-----:> Plan Check ---;;:. Investigat ion> wi ll ca ll ----> 357 .00 232 .05 .00 3 .00 Restuarant Plan Revi e~--> ORB Fee-----------------:> Recr eation Fee----------> Clean -Op Deposit --------> TOTAL FEES--------------> .00 50 .00 .00 250 .00 8912.05 Total Cal cul ated Fee s---> Add iti onalFees ---------> Total Pe rmit Fee --------:> Payments ----------------> BALAN CE OUE~---·------·-~ B92 .0 5 -20 .00 B7 2.05 872 .05 .00.................................................................................................................................. Item:05 100 BUILDING DEPARTMENT 09 /26 /2000 CHARL IE Action:APPR Item :05400 PLANNING DEPARTMENT 09/26 /2000 CHARL IE Action :APPR 09 /26 /2000 CHAR L IE Action :APPR Item :05600 FIRE DEPARTMENT 09/26/2000 CHARLIE Action :APPR Item:05500 PUBLIC WORKS 09 /26/2000 CHAR LIE Action:APPR Dept : CHARL IE DAVIS Dept : N/A SEE CONDTIONS Dept: N/A Dept : N/A BUI LDING Division: PLANN ING Divis ion : FIRE Division : PUB WORK Division: See Page 2 of this Document for any condit ions that may apply t o this permit. DECLARATIONS I hereby acknowl edge that I have read this a pplication ,fi l l ed out in fu ll t he information required,completed an a ccurate plot plan.~d state that all the i n formation provided as r equired i s c o rrec t.I agree to comply with the information and plot plan , t o c omply with all Town ordin ances and state l a ws,a nd e o build t his structure according to t he Town 's zoning and subdivision c ode s.d esign r e view approved,Unifo~Bui ldL~g Code a nd other o r dinance s of t he Town a p pli cab le thereto. REQUESTS FOR I NSPECTIONSSHALLBE MADE TWENTY-FOOR HOORSIN ADVANCE BX TELEPHO~79~2fj8 ~T \O~<O F FI CE FROM 8 ,00 AM5 ,00 P M 1t~l ,!2[M,U1."", Send clean-Up Deposit To:AROSA CO NSTRUCTION S IGNATURE OF OWN ER OR CONTRACTOR FOR HIMSELF AND OWNER •• ******************************************************************************** CONDITIONS Permit #:BOO-0259 as of 09/28/00 Status:ISSUED ******************************************************************************** Permit Type:ADD/ALT COMM BUILD PERMT Applicant:AROSA CONSTRUCTION,INC. 970-477-2611 Applied:09/26/2000 Issued:09/28/2000 To Expire:03/27/2001 Job Address: Location:EAGLE BARN LOWER TERMINAL(LIONSHEAD MALL) Parcel No :2101-063-08-008 Description: NEW EXIT DOOR,NEW SITE WALL,HEATED PAVERS FOR WALK Conditions: 1.FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE . ALL EXIT WORK MUST COMPLY TO97 UBC CHAP 10 3.ALL DRB CONDITIONSOF APPROVAL MUST BE MET *ADD LANDSCAPING TO SCREEN CONCRETE PAD OFELECTRICAL BOX *PAINT CONCRETE SUPPORTSTO MATCH BEAMS *ADDITONAL ASPENS IN PALNTER ADJACENT TO BUILDING AT NEW ENTRY REQUIRED •****************************************************************• TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number :REC-0681 Amount:8 72.05 09/28 /00 09 :23 Payment Method :4507 No tation:AROSA CONSTRUCT Init:IN ADD/ALT COMM BUILDP 872 .05 Permit No: Parcel No: Site Address: Location : This Payment BOO-02 59 Type:A-COMM 2101-063-08 -008 1388 BUFFEHR CREEK RD EAGLE BARN LOWER TERMINAL(L IONSHEAD Total Fees : T otal ALL PIn ts : Balance: MALL) 8 72.05 8 72.05 .00 ************************++************************************** Account Code DR 0010000 3 112200 BP 00100003 1 11100 DR 0010000311 2200 PF 00100003112300 AD D2-DEP08 WC 00100003112800 Des cription PREPAIDDESREV BOARD BUILDINGPERMIT FEES DESIGNREVIEWFEES PLAN CHECK FEES CLEANUP DEPOSITS WILL CALL INSPECTION FEE Amoun t -2 0.00 357.00 50.00 2 32 .05 250 .00 3 .00 ,.APPLICATIONeLL NOTBEACCEPTED IF INCOMPL~RUN~D ...rvr:l PrOject #:~OO-=.....-:-Uw'~_\D=->llr:: Building Permit #:265 -a :ls"l= 970-479-2149 (Inspections) TOWN OFVAIL BUILDING PERMIT APPLICATION S eparate Permits are required for electrical ,plumbing,mechanical,e tc.! 75 S .Frontage Rd . Vail,Colorado 81657 Phone: Phone: OwnersName: LegalDescription Architect/Designer : .com for Parcel # ineer:Address:Phone: Detaileddescription of work: E Work Class:New()Addition(Remodel 0<2 Repair()Demo ()Other() WorkType:Interior (Exterior <'><1 Both()Does anEHU exist atthi s location:Yes ()No (~ Type of Bldg.:Single-family ()Two-family ()Multi -fa mily (Commercial()Restaurant()Other (x. Wood Burnin Wood/Pellet WoodBurnin Wood/Pellet esaFire Sprinkler SystemExist: No.of Accommodation Unitsinthisbu ilding:No.of ExistingDwellingUnitsinthisbuild ing: COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor &Materials) BUILDING:$A ELECTRICAL:$A '/A OTHER:$24000lUI) PLUMBING:$MECHANICAL:$~reo TOTAL:$3(J4N:'\ REFUNDCLEANUPDEPOSIT TO: CONTRACTOR INFORMATION ContactandPhone #'s:Off1 C£. {t{/B ***************************************FOR OFFICE USE ONLY ***idr******************************** Other Fees:--•.,- ORB Fees:- Public Way Pennit Fee: IAccepted By: F:/everyonejforrns/bldgperm RECEIVEDSEP 1 8 2lDl TOWN OFVAIL 75S.FRONTAGE ROAD VAIL,CO81657 970-479-2138 NOTE: ..·tt DEPARTMENT OFCOMMUNITY DEVELOPMENT THIS PER!vIIT MUSTBEPOSTEDON JOBSITEATALLTIMES JobAddress: Location : ParcelNo : ProjectNo: MECHAN ICAL PERMIT EAGLEBAHNLOWER TERtvtINAL 2101 06308008 17aoo-C?~~/ Permit #: Status ...: Applied ..: Issued ..: Expires ..: MOO -0143 ISSUED 11/07/2000 11/07/2000 05 /06/200 I OWNER VAIL CORPORATION THE 11/07/2000 Phone: PO BOX 7 VA IL CO 81658 CONTRA CTOR MOUNTAIN HIGH PLUMBING 11/07/2 000 Phone :9 70 -949 -4 500 P .O.BOX 547 AVO N,CO 8162 0 Licens e:137 -P APP LICANT MOUNTAIN HIG H PLUMBING 11/07/200 0 Phone:970 -949-45 00 P.O.BOX 547 AVON,CO 81620 Deseiption:INSTALLADDITIONAL SNOWMELT LINESTO EXISITNG HEATSYSTEM Valuation:$4,000 .00 Fireplace Infunnation :Restricted:Y It ofG as Appliances:0 #of Gas Lugs:0 #ofWoodPellet:0 **********••••**"'•••••*••***••***********•••••*****••********.......,.,....*.FEE SUMMARY ••"'.*.*•••••••••••••••••••••••••••***.*.......***************** Mechanical-,->$80 .00 Restuarant Plan Review->$0.00TotalCalculated Fees->$103.00 PlanChcck-,->$20 .00 DRB Fee >$0 .0 0 AdditionalFees-->$0 .00 lnvcstigaticn ->$0.00 T OTAL FEES >$1 0 3 .0 0 Tolal Permit Fee-->$103.00 Will Ca ll->$3 .00 Payments >$103 .00 BALA.'ICEDUE-->$0 .0 0 I tem:0 51 00 BUILDING DEPARTMENT 1 1/07/2000CDAVIS Action :AP Item :056 00 FIRE DEPARTMENT CO NDITION OFAPP R OVAL Cond:12 F IELD INSPECT IONSAREREQUIREDT O CHECKFOR CODE COM PLIANCE. *.*.******.**••*******.**••••*.*****.***111 *********••••****••••••***.**.*****••**.*******•••••••••********••***********.***** DECLARATIONS [hereby acknowledge thatIhavereadthisapplication,tilledoutinfulltheinformation required,completedanaccurateplot plan,and statethatallthe informationasrequirediscorrect.Iagreetocomplywith the information and plot plan,tocomply withall Town ordinancesandstate laws,and tobuildthisstructureaccording tothetowns zoningandsubdivisioncodes,designreviewapproved, UniformBuildingCodeandotherordinancesoftheTownapplicablethereto. REQ"liESTS FORINSPECTION SHALLBE :>I ADE TWE NTY-FO UR HOURSINADVANCEBYT ELEPHONE AT 479·2138 ORATOUROFFICE FROM 8:00 AM ·5 PM. • SIGNA nJRE OF 'bWNER OR CONTRACTOR FORHIMSELF AND O\\'NE •• ******************************************************************************************** TOWN OFVAIL ,COLORADO Statement ******************************************************************************************** Statement Number : P aymentMethod: ROO OO OOI0 0Amou nt:$10 3 .00 Check 1 1 /0 7/200000:40 AM Ini t:JMN Notation:AROSA CONSTRU CTION EAGLE BAHN LO WER TERM INAL Permi t No: Pa rc el No: Site Address: Lo cati on : MOO -Ol43 2 10106308000 Typ e:MECHANICAL PERMIT Tota l Fe es:$103.00 This Payment :$1 03.00 Total ALL Pmts:$1 03.00 Balance:$0.00 ******************************************************************************************** ACCOUNT ITEMLIST : Acco unt Co de MP001000 03 1113 00 PF 00100003 1123 00 we 00 10 0003 1128 00 De scripti on MECHA NICA LPERMIT FEES PL AN CHE CK FEES WILL CALL INS PECTION FEE Cu rrent Pmts 80.00 20.00 3.00 Provide Mechanical Room Layout drawn to scale to include: o Mechanical Room Dimensions o Combustion Air Duct Size and Location o Flue,Vent and Gas Line Size and Location o Heat Loss Cales. o Equipment Cut/Spec Sheets TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permitw ill notbeaccepted without the following: APPU:CATIoALL NOT BE ACCEPTED I~INCOMPLE.fOR UNSJGNED{ Project #:rest»-~~ Building Permit #:@.59 Mechanical Permit #:fYb:r DI SO 970-479-2149 (Inspections) 75S.Frontage Rd. Vail,Colorado 81657 Contact Eate Coun Assessors Office at 970-328-8640 or visit Parcel #(Required if no bldg.permit #is provided above) .com for Parcel # taileddescription ofwork: Addition( BoilerLocation:Interior (Exterior()Doesan EHU exist atthislocat ion:Yes(No (X) Typ e of Bldg:Single-family ()Duplex ()Multi-family (Commercial <X)Restaurant()Other ( No.ofAccommodationUnitsinthisbuilding:No.ofExistingDwellingUnits inthisbuilding: Wood/Pellet )GasLogs()Wood/Pellet ( Isthisaconversionfromawoodburningfireplacetoan EPA Phase II device?Yes() WoodBurnin WoodBurning(NOTALLOWED). No() COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor &.Materials) MECHANICAL:$ CONTRACTOR INFORMATION Mechanical Contractor:TownofVailReg.No.:ContactandPhone#'s: AmJ H16~j>LvM~\Ub. II ContractorSignature: F:/everyone/forms/mechperm PREPARED 7/23/01,15:21:4 9 PROGRAM MR41SU Town of Vail CUST-ID CUSTOMER NAM E TYPE DEPOSIT REFUND REPORT -UPDATE PAGE 1 CHARGE CODE DESCRIPTION TX-DATE AJ-DATE DEPOSIT AMOUNT DEPOSI T-ADJ AMOUNT ADJUS TM ENT AM OUNT AFTER-REFUND AMOUNT 2 018 BOO -025 9 Ar osa constructi on DEPOG DEPOSIT D2 9 /28 /00 7 /23/0 1 25 0.0 0 25 0.00 2 50 .0 0-.00 TOTA L FOR CUSTOMER TYPE :D2 250 .0 0 250 .00 250.00-.00 GRAND TOTAL: DEPOSIT CO UNT : G/L BATCH CREATED : 1 BATCH-020 902 001 /0 7USERI D-J GUTHRI E AP HELD 25 0 .00 COUNT- 25 0 .0 0 1.0 0 2 50 .00 - AMO UNT- .00 2 50 .00 • • •• __'~,(J b .__AIO(j-:-~!.t(J ~_,J~L-L!:.«..!t ._._._ 07 -09-200~I sper:tion Rp.quest Rertlng P ge 1 ~:52 aDl __._._..__MAI.C ._.[OWH...OE _,'.._ wnday,July 09 .lu(}1 CDAVIS 3LDG CL; olllJ UONSHEAD PI.VAIL ~A G L E BAHN LOWER TEW INAL(IJONSHEAD MALt 211)1ossoeocs AROS-"CONSTRUC,IO .INC ?hon1J.97O-'l77·Z611 '.1M.CORPORATION TH[ AROS';CO!'ISiRllCTiON It-.'C.PtIooo .970--4 7·2611 MW EXIT DOOR,NEW SITE WAll ,l·'E.l,TF.£i PAVERS FOR W"I.K ActMIy, t.;llOSt l'fPll: Parcel: ,..l)I)!iClmt: Ownilr: Coolrt3ctO" C'MCrlptloo . Type'P.·(·)M occu nc'1 -Sub Type:ACOl' Use.IFf: ,-t3tl1S :IS-SlIEt' IflSP /Iree'CO EnlerOO 6y:l CAMPBELL I< Requested 'rIme:08:00 AM Phot*,.970·-477·:2611 90 t3LOG.Hllal MOSA CONSTRUC"iiQN ,INC!MIK,. lomf \&lmll\a!af 9("'1oIa CDAIIlS 'TIme cxr.:__._ rrlt:"TGi:'if:l':UP'Y FINAL DENIED : ·ALl ORB CONOHIONS MUST BE MEl r ONTACT THE PlANNING DEPT REMOVE KEYED LOCK AT EXIT DOOR n~~!l.lm..'··itH.mllU Item: Reql.leStCl Cl)lJlIl't\'nls : ~jgl\~To' Action: IIem Comment'!: f / Inspectioll Is~I ~L Ibm:10 BlOO-FIXAI,:q.t.'S e9I \0 ,Mil"Appro,'ed ~~: 09129,00 Inspector:GRC A.."1ion:EN;J'i FOR ,TION Com1l....nts:CONTRAC fOR CM.JCElLED 10104100 Inspector:jrm VED \\1.1))/:Com~s:pproV'!d Item:20 BlDG-Fouool'ltlonl \0 ctk'!;IJ •A,pprwe<l •l co~~~~THSlOE ~:AP~:>R<'It".!~k:l,{,I"Item:30 BtOO·F~mIng (OpIlOMIl Ilem:50 £)L1)G.1 <:tIOO (0pllcfI••1) lIem:00'BLOO-Stl trock Nail \Optlonall Item:,10 BlOO-~c.(OpllOOal)-Approved .~ 10117ioo Imlleaor 'GRG ."'<:tloo.AP APPROVED Cornrm:n :Bo'NO BEAM SITE WAi.L.t SIDE . I!ftm:90 BLDG-Flnal (Requ.'Jfrd) 11:15100 Inspector .CO-WtS A&.'on:ON DENIED Comments;0,K TOOCCUPY FINAl..oer-.lfED: -ALL ()fI8 CONDfTlOfo!S MUST BE MET COACT THE PlANNlNG DEPT -REMOVE KEI'ED lOCI<AT EXIT OOOR / U v\.~t)rv REPT131 Run Id.755 ,• Receipt funds to: Name Aeo)A WNS!I ~ Address :2M\:..'iI?lliA Og. V811 Cl )Pj bS ] CASH DEPOSIT FORMAT Legal Description:L01~Block_ Subdivision :..;;,'.+I ' Address:ClfJ fd l2 lO #!L m tH! DateofExpiration :;]__ DEVELOPER IMPROVEMENT AGREEMENT THIS AGI1EEMENT,madeandenteredintothis .:9 0 dayof /J-1 i!t/ll!Y(",1%~, byandamong tteoo tl (pM!,WL (hereinaftercalledthe "Developer"),andtheTOWN OFVAIL (hereinafter calledthe "Town")and (hereinafter called the "Bank"). WHEREAS ,theDeveloper,asacond ition ofapprovalofthe fiUiE @MHJ DOoR-(2fliX-fillG(J plans,dated ,19_,wishestoenterintoaDeveloperImprovement Agreement ;and WHEREAS ,theDeveloperisobligated toprovidesecurityorcollateralsufficientinthe judgment oftheTowntomakereasonableprovisionsforcompletionofcertainimprovements setforthbelow;and it.htheTownofVailinadollaramount WSit\OT teworkshownbelow)toprovide IMPROVEMENT Developer agreestoestablishacas of $K7/lD.2!2.(125%ofthe secur ity forthefollowing : WHEREAS ,theDeveloperwishestoprovidecollateralto guarantee performanceof thisAgreement,includingconstructionoftheabove-referencedimprovementsbymeansofthe following: RET'D JUL 09 2001 ~. lof4 I\VAILIDATAIEVERYONEIFORMSIDIACASH .DOC ••, NOW,THEREFORE ,inconsiderationofthefollowingmutual covenants and agreements,the Developer andtheTownagreeasfollows : 1.The Developer agrees ,atthesolecostandexpenses ,tofurnishall equipment andmaterial necessary toperformandcompleteall improvements,onorbefore ,...-.The Developer shallcomplete,inagoodworkmanlikemanner,all improvements aslisted above.inaccordancewithallplansand specifications filedintheoffice ofthe Community Development Department,theTownofVail ,andtodoallwork incidental thereto according toandin compliance withthefollowing: a.Such other designs,drawings ,maps,specifications,sketches,andother matter submitted bythe Developer tobeapprovedbyanyofthe above-referenced governmental entities .Allsaidworkshallbedone under the inspection of,and tothe satisfaction of,theTownEngineer ,theTownBuildingOfficial,orother offic ial fromtheTownofVail ,asaffectedbyspecialdistrictsorservicedistricts, astheirrespectiveinterestmayappear,andshallnotbe deemed complete until approved andacceptedascompletedbytheTownofVail Community Development Department andPublicWorks Department. 2.Tosecureand guarantee performanceofits obligations assetforthherein,the Developer agreestoprovidesecurityandcollateralasfollows: Acash deposit accountinthe arndnnt of $tobeheldbytheTown, asescrowagent,shallprovidethesecurity f9r the improvements setforth above ifthereisa default undertheAgreement py D~veloper. ••-, 3.The Developer mayatanytimesubstitute meconaterat originallysetforth above for another formof collateral acceptable totheTownto guarantee thefaithful completion of those improvementsreferredtohereinandtheperformanceofthetermsofthis Agreement. Such acceptance bytheTownofalternativecollateralshallbeatthe Town'ssolediscretion. 4.TheTownshallnot,norshallanyofficeror employee thereof,beliableor responsible forany accident,lossordamagehappeningoroccurringtothework specified in this Agreement priortothe completion andacceptanceofthesame,norshalltheTown,nor anyofficeroremployeethereof,beliableforanypersonsorpropertyinjuredbyreasonofthe nature ofsaidwork ,butallof said liabilitiesshallandarehereby assumed bytheDeveloper. The Developer hereby agreestoindemnifyandholdharmlesstheTown,andanyofits officers,agentsand employees againstanylosses,claims,damages,orliabilitiestowhichthe 20f4 F :IEVERYONEIFORMSIDIACASH .DOC •• Townoranyof itsofficers ,agentsoremployeesmaybecomesubjectto ,insofar asanysuch losses,claims ,damages or liabilities (oractions inrespectthereof)thatarise outoforare baseduponany performance by theDeveloperhereunder ;andtheDevelopershall reimburse theTown foranyandalllegalorotherexpensesreasonab lyincurredbytheTownin connection with investigatingordefe nding anysuchloss ,claim ,damage ,liabilityoraction. Thisindemnityprov ision shallbeinadditiontoanyotherliabilitywhichthe Developer may have. 5.It ismutuallyagreedthat theDeve loper mayapplyto theTownandtheTown shall authorizeforpartia l release of thecollateraldepos ited with theTown foreach category of improvementatsuch timeassuc himprovementsareconstruc ted incomp liance withallplans andspec i fications asreferencedhereunderandacceptedbytheTown.Undernocond ition will theamoun t of thecolla teral that isbe ing heldbereducedbelow t heamount necessary to complet e suchimprovements. 6.IftheTowndeterm ines,at itssolediscretion ,thatanyof the improvements contemplated hereunder arenotconstructedincompliancewiththeplansand specifications setforth inthisAgreementonorbeforethedatesetforthinParagraph2,theTownmay,but shallnotberequiredto ,redeemtheletterofcreditasnecessarytocompletethe unfinished improvements.TheBankshallreleasesuchfundsuponwrittenrequestfromtheTownstating thatthe improvements havenotbeencompletedasrequiredbythisagreement.TheBank shall notrequirethe concurrence ofthedeve loper prior toreleaseof thefundstotheTownnor shall theBankberequ ired toverify independentlythatsuch improvements havenotbeen comple ted asrequ ired by thisagreemen t,but shallreleasesuch fundssole ly upontheTown =s written request. Ifthecostsofcompletingtheworkexceedtheamountofthedeposit,theexcess , together with interestattwelveperce nt perannum ,shallbea lienagainstthepropertyand maybecollectedbyciv il suitormaybecertifiedtothetreasurerofEagleCountytobe collectedinthesamemannerasdelinquentadvaloremtaxesleviedagainstsuchproperty.If thepermitholderfailsorrefusestocompletethecleanupand landscaping,addefinedinthis chapter,suchfailureorrefusalshallbeconsideredaviolationoftheZoningCode. 7 .The Developer warrantsallworkandmateria l foraperiodofoneyearafter accep tance ofallworkreferredto inthisAgreementbytheTown if suchwork is locatedon TownofVailpropertyorwithin TownofVailright-of-waypursuanttoSection17.16 .250. 8.Thepart ies heretomutually agreethatth is Agreementmaybe amended from time t o time,providedthatsuchamendmentsbeinwriting andexecutedbyallpartieshereto . 3 0f4 F:'EVERYONE\FORMSIOIACASH .DOC •• Datedthedayandyearfirst abovewritten . il1&J""",I.c l.J.P-t~--'--"-'~~_ Developer STATE OF COLORADO ) )ss . COUNTY OF EAGLE ) .fit..The f oreguJ9g Developer Improvement Agreement was acknowledged b!t2 .,-,dayof Mfl tJr5tf);&'6e-,oW"~Ol bY'_--,Ji~I.'.ldP.'7Lf;;:.'G"L -L.~~~ Witness myhandandofficialseal. My commission expires --tr-f-'-.'<-f---'"'--.L--_ velopment STATE OF COLORADO ) )ss. COUNTY OF EAGLE ) ~f.-The forego~ng Deve loper Improvement Agreement Vt!jls acknowlsdqedbefore methis ...><~=--_ft..da y of t )()r)GaL /~i!?L ,19 t-M f by fLLLI S()IJ CJC/I S . My commission expires:---o---,-Jf-+~+-"""--...L------- 4of4 F:IEVERYONE\FORMSIDIACASH .DOC ...Town of Vail •De ment of Community Development 75S.Frontage Road Vall,CO81657 :;~~_11 R~"'No 5 Jqifl Project '.Date1i.-J r20 1---.f2.f.2... asemakecheckspayabletotheTOWNOF VAIL Account No.Item No.Code #Cost Each Total 0010000 3141110 ZoningandAddressMaps ZA $5.00• 00100003141112 UniformBuildinaCode-1997 -Volume1&2 CB $50.95• 001 0000314 1112 Uniform BUilding Code-1997-Volume3 $60.65• 00100003141112 InternationalPlumbingCode -1997 CB $36 .00 • 001 0000314 1112 InternationalMechanical coda-1998 CB $35.00• 00100003141112 UniformMechanical Code-1996 $35 .60 • 001 0000314 1112 Uniform FireCoda CB $36 .00 • 00100003141112 NationalElectrical Code CB $42.60 • 00100003141112 AbatementofDangerousBldg.'s 1997 $9 .95 • 00100003141112 ModelEnergyCode-1995 I $10.00•• 0010000 3141112 Analysis of Revisions to1997UniformCodes $12 .75 • 00100003141112 OtherCodeBooks CB . 00100003141211 BluePrintsIMylarCopyFees BF $7 .00 • 00100003141111 XeroxCopies XC $0 .25 • 00100003141111 LionsheadMasterPlan ($1 .801$1.60)MS $40.00 • 00100003141111 Studies,MasterPlans,etc.MS . 001 00003153000 PenaltyFeesIRe-lnspections PN 0010000311 2300 Plan ReviewRe-checkFee($40/perhour)I PF 00 10000 3 15 2000 Off HoursInspectionFees OH 001 00003123000 ContractorsLicensaFees CL 001 00003124000 Sian Applicatio n Fee SP $20 .00 001 00003124000 AdditionalSignApplicationFee SP 001 0000311 2200 DesignReviewBoardFee(Pre-paid)DR 001 00003153000 Building InvestigationFee PN 00100002403300 DeveloperImprovement Agreement Depos~D2-CEPl0 AD .r')""t1I ]o «rto -: 00100003121000 RestaurantLicensefee(TOV)RL 00100002302000 Spec .Assess.-Restaurant FeetoCo.DeplRev.SA '00100002011000 Taxable @ 4.5%(State)•Tax payable TP ·0010000 3101100 Taxable @4.0%(Town)-Retail Sales Tax T7 OtherlMisc .-MS 00100003112500 PEC APPLICATION FEES 00 1 0000311 2500 AdditionalGRFA•"250'PV $200 .00 00100003112500 ConditionalUsePermit PV $200 .00 001 00003 11 2500 ExteriorAlteration-Lessthan100sq.It PV $200 .00 00 1 000031 1 2500 Exterior Alteration -Morethan100Sq.ft.PV $500 .00 001 0000311 2500 SpecialDevelopmentDistrict-NEW PV $1,500 .00 00100003112500 SpecialDevelopment District -MajorAmend PV$1,000 .00 00100003112500 SpecialDevelopmentDistrict -MinorAmend PV $200.00 00100003112500 SubdivisionFees PV 00100003112500 Variance PV $250.00 00100003112500 ZoningCodeAmendments PV $250 .00 Re-Zoning PV $200 .00 00100003193100 GreenstarProgram Other-MS TOTAL:A,--.-I//- ---Comments :--- -- ~'15:5'Received bY:!lv - -Cash Money Order #Check #-,-- I I I I F1EveryonelFormsiSalesact.exe 0610612000 •• N?51949 RECEIPT -TheTown of Vail DATE i \/~u ,20 b D {\nfY'1 I')i\~·,:.rI h \RECEIVED FROM ver J.-!V ,l ,~O:o...:I'-I=----_ ADDRESS 11fWtJ ~ ~~.DOLLARS s 5390 <?L PermitNumbers _ HOW PAID-Cash__Che ck q5lli By POli ce,fMceiPt Numbers TOIm of Vail 1M ClliTIJER RECEIPT 1M DATE:11/21/00 01 RECEIPT:0016925 CUSTIJER LOCATIOO RIOI/T TP 1M 2083 2083 1 $SJ90.00 fAD CK AROSA aJ6TROCTIOO nc CK:ess AROSA ClJmRI.tTIOO It«: DIA FOR SONOCLA BlOO TENDER DETAIL CK 4565 $5390.00 DATE :11 /28/00 TIlE:16:02:44 TDTIL O£CK S5390.00 AfIUfT TENDERED SSJ90.00 nm<VlJJ FDR VlJJR PAYI£NT! Ii /I II ..t-t5 fl.'""'Yl ?~l-S o ... I 'A)f /~I;;V'~-r+ a ":h(4"'/il ---Ii 41-/7- f ~llvrl f\JC t 100 7bTl-fL 1143 i 2.. • • C.oLo(\: StYLE:· S\Zt :.. PREPARED 7 /09 /0 1,11 :18 :30 PROGRAM MR415U Town of va il CUST-ID CUSTOMER NAME TYPE DEPOSIT REFUND REPORT-UPDATE PAGE CHARGE CODE DESCRIPTION TX-DATEAJ -DATE DEPOSIT AMOUNT DEPOSIT-ADJ AMOUNT ADJUSTMENT AMOUNT AFTER-REFUND AM OUNT 2 08 3AROSA CONSTRUCTION INC DEPI O DEPOSIT D2 11 /21/00 7 /09/01 5390.00 53 90 .0 0 5390.0 0 -.0 0 TOTA L FOR CUSTO ME RTYPE :D2 5390 .00 5 39 0 .00 5390 .0 0-.0 0 GRAND TOTAL: DEPOSIT CO UNT : G/L BATCH CREATED : 1 BATCH-0 19 61 2001 /0 7USERID-J GU THRIE AP HELD 5 3 9 0.00 COUN T- 5 390 .00 1.0 0 5 39 0 .0 0 - AMOUNT - .00 5 ,39 0 .00 • • •• Design Review Action Form TOWN OF VAIL ProjectName:Gondola Building ProjectNumber :prjOO-0261 ProjectDescription :door addition,additional heated pavers,newwall Owner,Address ,andPhone:Vail Resorts -Steve Hyland POBox7 Vail,CO81658 476-5601 Architect/Contact,Address ,andPhone:Arosa Construction -Mike Baskins 2648 Arosa Dr. Vail,CO81657 376-4768 ProjectStreetAddress:Gondola Building LegalDescription:Tract D,block1,Vail Lionshead 1st ParcelNumber :210106308008 Comments: BuildingName :Gondola Lift Building Motion by : Seconded by: Vote: Board/Staff Action Action:staff approved with conditions Conditions:1.additional landscaping to screen concrete pad of electrical box 2.paint concrete supports to match beams 3.additional aspens in planter adjacent to building at new entry TownPlanner:AllisonOchs Date :September 15,2000 DRBFeePaid:$20 ProjectName: Documentl Gondola Building ••krr ;JJ~~ Questions?Callthe Planning Staff at 479-2128 '5tc-lf(in APPLICA nON FORDESIGN REVIEW APPROVAL GENERAL INFORMATION Thisapplicationisforanyproject requiring DesignReviewapproval.Anyproject requiring design review must receiveDesign Review approvalpriorto submitting forabuildingpermit.Forspecific information,seethe submittal requirements forthe particular approvalthatis requested.The application cannot be accepted untilallthe required information is submitted.TheprojectmayalsoneedtobereviewedbytheTownCouncil and/ortbe Planning and Environmental Commission.Design Review Board approval expires one year after final approval unless a building permit is issued and construction is started. -LCtJi)\CT PF[lS,o.V S1£VE.l+yLANQ \/lHL (Contact EagleCo.Assessors Office at 970-328-8640 for parcel #) ....;DJ)x)><.ES=C......~=IP_·~-'II-"-f~"--'~""F~.T..I-eH""J_R,-,~~=Q=U,-"~~",,,,~,,-:_g_xn::R_l:-\(_I_O_R._M--I~~::~h:~to::"~r~ _"",3 _1 -'(J,)=:..LI\j.........k~t"h.......1'114+"'-'A"-'I-"'D""f;'--L.:M'-"1'l'-'-'I.>..I'.:..:.i-t ~\J::..oS=--.-lep LOCATION OF PROPOSAL:~J@'""J)BLOCK:--.1-FILING:VAil IlOOSt1fM (51 'Y l't:!':i t; "¥."I)(a{ PHYSICAL ADDRESS:_~NO!!UUNlS..f --,d~OO rs n PARCEL #:IlO l(2b30BtoB SW ZONING:_ NAME OF OWNER(S):VAIL {?E.So R-T5 .MAILING ADDRESS:-----,P..:.;:'0:.J..'~8>o<.o'/.A--]4--_~~_:_------ B. A. C. D. E. ______________PHONE:376-4Z6fQ OWNER(S)SIGNATURE(S):-i:::1-!..Y'w...------.:::~::----------- NAME OF APPLlCANT:_-l.~J.)J:1\c..h!ol6F~u.l.Jllll£~-__:_L.!!OhI::~~.l.dI!~:!....L--- MAILING ADDRESS :__~"_LJ""--__'_"c==<.U.__".u...:::._=____II...<.J.J,;"'__;_----- G. H .TYPE OF REVIEW ANDFEE: o New Construction -$200 o Addition -$50 ~Minor Alteration -$20 /. Construction ofa newbuilding. Includes anyadditionwheresquarefootageis added'to any residential or conunercial building. Includesminorchangesto buildings and site improvements,such as, reroofing.painting.window additions.landscaping.fencesand retaining walls,etc. DRBfeesare to bepaidatthetimeofsubmittal.Later,when applying fora building permit.please identity the accurate valuation of theproject.TheTown of Vailwilladjustthefee according totheproject valuation. PLEASE SUBMIT THIS APPLICAnON,ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT.75 SOUTH FRONTAGE ROAD. VAIL,COLORADO 81657. BUILDING MATERIALS: Roof Siding OtherWallMaterials Fascia Soffits Windows WindowTrim Doors DoorTrim HandorDeck Rails Flues Flashings Chimneys TrashEnclosures Greenhouses Retaining Walls ExteriorLighting** Other •• LIST OF PROPOSED MATERIALS TYPE QFMATERIAL: ,MEtAL COLOR:oO *Please sp ecify themanufacturer's c olor,numberandattacha small color chip oO oO All exteriorlightingmustmeettheTown 's LightingOrdinance 18.54 .050(J).Ifexteriorlightingisproposed, pleaseindicatethenumber offixturcs andlocationsonaseparatelightingplan.Identify eachfixturetypeandprovide theheightabovegrade ,lumensoutput,luminousarea,andattachacutsheet of thelightingfixtures. 2 Updated 6/97 • PROPOSED LANDSCApING • Botanical Name PROPOSEDTREES ANDSHRUBS: EX ISTINGT REESTO BE REMOVED: "M inimumrequirements forlandscaping: GROUND COVER SOD SEED IRRIGATION TYPEORMETHODOF EROSION CONTROL COOl monName Ouantity ~_0_ deciduoustrees -2 inch caliper coniferous trees-6feetinheight shrubs -5gallons Square Footage 2/1 . OTHERLANDSCAPEFEATURES(retainingwalls.fences.swimmingpools.etc.)Pleasespecify.Indicate t op a nd bottomelevations ofretaining walls.Maximum height ofwalls within the front setbackis3feet.Maximumheightof walls elsewhere on theproperty is 6 feet. 3/fflblt,~LIL VQJEU.-SOE WALL to bE USED JO 1-If>L[) S£A.x:u)IN WINiFf..R1R.CHfU«.+i-~S~E(?.MAzE. 3 Updated 6/97 •• UTILITYLOCATIONVERIFICATION This form isto verify service availability and location for new construction and should be used in conjunction .with preparing your utility plan and scheduling installations.The location and availability of utilities.whether they be main trunk lines o r proposed lines,mustbe approved and verified by the following utilities forthe accompanying site plan. Authorized Signature u.s .West Communications 1-800-922-1987 468-6860 or 949-4530 Public Service Company 949-5781 Gary Hall Holy Cross Electric Assoc . 949-5892 Ted Husky/John Boyd T .C.1. 949-5530 Floyd Salazar Eagle River Water &Sanitation District .. 476-74XO fred Has lcc ..Please bring a site plan.floor plan.and elevations when obtaining Upper Eagle Valley Water &Sanitation signatures.Fire flow needs must he addressed. NOTES : I.Ifthe utility verification form has signatures from each of the utility companies.and no comments arc made directly onthe form .the Town will presume that there arcno problems and the development can proceed. 2.Ifa utility company has concerns with the proposed construction.the utility representative shall note directly onthe utility verification form that there isa problem which needs tobe resolved. T heissue s houldthenbe derailed in a n attached lettertotheT own of Vail.However,please k eepin mind t hat it isthe responsibilityo fthe utility company and the applicant to resolve identified problems. 3.These verifications donot relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail.Utility locations must be obtained before digging in any public right-of-way or easement within the Town ofYail.A building permit isnota Public Wav pemlit and must be obtained separately. 4 Updated6/97 • I.PRE-APPLICATION CONfERENCE • A pre-application conference with Town of Vail staff is required.No application canbe accepted unless the mandatory prc-applicntion meeting has been completed.It is the applicant's responsibility to schedule this meeting by calling 970-479-2128. II.TIME REOUIREMENTS The Design Review Board meets onthe I st and 3rd Wednesdays of each month .A complete application form and all accompanying material mustbe accepted bythe Community Development Department a . minimum of three and a half(3 1/2)weeks prior tothe date of the ORB public hearing. III.REVIEW CRITERIA Your proposal will be reviewed for compliance with the Design Guidelines as set forthin Section 18.54 of the Municipal Code. N.NOTE TO ALL APPLICANTS: A.Ifa property is located ina mapped hazard area (i.c,snow avalanche,rockfall,floodplain,debris flow,wetland,etc),a hazard study mustbe submitted and the owner mustsignan affidavit recognizing the hazard report prior to the issuance of a building permit.Applicants are encouraged to check with the planning staff prior to submittal of a ORB application to determine therelationship of the property to all mapped hazards. B .Basic Plan She et Format.Forall surveys.site plans,landscape plans and other site improvements plans,all of the following must be shown. I .Plan sheet size must be24"x36".For large projects.larger plan sizemaybe allowed. 2 .Scale.The minimum scale is 1"=20'.All plans must beatthe same scale. 3.Graphic bar scale. 4 .North arrow. 5.Title block.project name,project address and legal description. 6 .Indication of plan prcparcr,address and phone number. 7.Dates of original plan preparation andall revision dates. ~.Vicinity map or location mapata scale of 1"=I ,000'or larger. 9 .Sheet labels and numbers. 10 .A border with a minimum left side margin of 1.5". I I.Names of all adjacent roadways . 12.Plan legend. C.For new construction and additions,the applicant must stake and tape the project site to indicate property lines.proposed buildings and building corners.All trees tobe removed mustbe taped.The a pplicant must e nsurethat staking done during the winter isnot buried by snow.All site rapings and staking must he completed prior 10 the day of the DRB meeting. D.Applicants who failto appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed,will have their items removed from the ORB agenda until sueh timeasthe item has been republished . E.Ifthc ORB approves the application with eonditions or modifications,all conditions of approval must be resolved prior tothe issuance of a building permit. 5 Updated6 /97 •V .STAFF APPROVAL • The Administrator may review and approve Des ign Review appl ications.approve with certain modifications. deny the application.or may refer the application tothe Design Review Board for decision.All staff approvals arc subject tofinal approval bytheORB .The following types of Design Review applications ma y be staff approved: A .Any application foran addition toan existing building thatis consistent withthe architectural design. materials and colors of the building.and approval hasbeen received byan authorized member of a condominium association.if appl icable; B.An y application to modify an existing bu ilding that docs not s ignificantly change the existing planes of the building and is generally consistent withthe architectural design.materials and colors of the bu ilding.including.but not limited to exterior building finish materials (e .g.stonework.siding.roof materials.paint or stain.),exterior lighting.canopies or a wnings.fences.antennas.satellite dishes. windows.skylights.siding,minor commercial facade improvements.and other similar modifications: C .Any application tor sit e improvements or mollifications including.butnot limited to.driveway modifications.site grading.site walls.removal or modifications to existing landscaping.installation of ac cessory structures or recreational facilities . VI.ADDITIONAL REVIEW AND FEES A .Ifthis application requires a separate review byanylocal .state or Federal agency other than the Town of Vail.the application feeshallbe increased byS200 .00.E xamples of such review.may include.butare not limited to :Colorado Department of Highway Access Permits,Army C orps of Engineers 404.etc . B.The appl icant shallbe responsible for paying any publishing fees which arc in excess of 50%of the a pplicationfcc .If.atth e applicant's request.any matter is postponed for hearing,causing the matter tobe re-published.thenthe entire fccfor such re-publication shall be paid by the applicant. C .Applications deemed bythe Community Development Department to have design.land usc or other issues w hichmay have a significant impact onthe community may require review by consultants in addition to T own staff.S hould a determination be made by the Town staff that an outside consultant is needed,the C ommunity Development Department mayhirethe consultant.The Department shall csrimate the amount of money necessary topaythe consultant andthis amount shall be forwarded to the Town bythe applicant a tthetime of filing an application .Expenses incurred bythe Town in e xcess of the amount forwarded by the a pplicationshallhe paid tothe T ownby the applicant within 30 days of notification by the Town .An y excess funds willbe returned tothe applicant upnn review c ompl etion . 6 Updated 6/97 NEW CONSTRUCTION DESIGN REVIEW •• GENERAL INFORMATION The review processfornew construction norma lly requirestwoseparatemeetingsoftheDesignReview Board:aconceptual approval andafinalapproval.Applicants should planonpresentin g their development proposalata minimum oftwo meetings before obtaining finalapproval. o o o I.SUBMITTAL REQUIREMENTS .Apreliminarytitlereport.includingSchedulesAand B.toverify ownerships and casements. Photos of the existing siteandadjacentstructures.where applicable . Condominium Association approval.if appli cable . o Three (3)copics of thefollowing: Topographic survev.stamped byalicensed surveyor,atascale of I"=20'orlarger.onwhichthe following information isprovided : o Tiesto existing benchmark.eitherUSGS landmark orsewerinvert .This information must be clearly statedonthesurveysothatall measurements arebasedonthesame commencement point. o Lotareaand if applicable.buildab le area . o Legal description andphysicaladdress . o Scalewithagraphicbarscaleandnortharrow . o Property boundaries tothenearesthundred th (.0])ofa foot accuracy .Distances and bearings andabasis of bearingmust be shown.Shuw existing p ins or monuments found andtheir relationship to theestablishedcorner. o Topographic conditions attwofoot contour intervals unlesstheparcel consists off>acres or more.inwhichcase.5'contourintervalsmaybeaccepted . o Existingtreesorgroup s oftreeshavingtrunk s with diametersof4"ormore.as measured from a pointonefootabo ve grade . o Rock o utcroppingsand other significantnatu ral featur es (large boulders.intermittent streams .etc.). o Allexisting improvements (including foundationwalls .roof overhangs,building overhangs. etc .). o Hazardareas (avalanche.rockfall.ctc.),centerline andedge ofstrcam orcreek.required creekorstreamsetback.I DO-year floodplainandslopes of 40 %ormore.if app licable . • o Size and type of drainage culverts.swales.etc. • o o Exact location of existing utility sources and proposed service linesfromtheir source tothe structure.Utilities to include : Cable TV Sewer Gas Telephone Water Electric o Show all utility meter locations.including any pedestals on site orinthe right-of-way adjacent to the site. o Indicate all easements identified onthe subdivision plat and recorded against the property as indicated inthetitlereport.List any easement restrictions . o Spot elevations attheedgeof asphalt.along the street frontage of the property at twenty-five foot intervals (25').anda minimum of onespot elevations on either side of thelot. Site and Gradil1l;Plan.ata scale of 1"=20'orlarger.showing the following information : o Property and setback lines. o Existing and proposed casements . o Existing and proposed grades . o Existing and proposed layout of buildings and other structures including decks .patios. fencesandwalls .Indicate thefoundationwitha dashed lineandthe roof edge with a solid line . o All proposed roof ridge lineswith proposed elevations.Indicate existing and proposed grades shown underneath all rooflines.Thiswillbeusedto calculate building height. o Proposed driveways .including percent slopeandspot elevations atthe property line.garage slabandas necessary along the centerline ofthe driveway to accurately reflectgrade. o A4'wide concrete panattheedge of asphalt fur driveways thatexit ·the streetinanuphill direction . o Locations of all utilities including existing sources and proposed service linesfrom sources tothe structures. o Pr oposedsurface drainage onand off-site. o Location of landscaped areas . o Location of all required parking. o Snow storage areas, o Proposed dumpster location and detail of dumpster enclosure . o Retaining walls with proposed elevations attopand bottom of walls.A detailed cross- 2 ..•• o o se ctionandel evation dra wings s hallbe p r ovided ontheplanorse parate s heet. o Delineate areas tobe p hased and appropriate timing .i f a pplicable Landscape Pla n.ata sca le of I"=2(Y or la rger .showing the f ollowing information: o Landscape p lan mustbe dra wn att he same scale asthesitep lan . o Location of existing trees.4"diameter o rlarger.Indicate treestore main.tobe relocated (including new location).an d tobe removed.Large stands of trees maybe shown ,(as bubble)if th est randisnot being a ffectedby the proposed improvements and g rading . o Indicate alle xisting ground co ver and shrubs. o Detailed legend.listing t he type and size (cal iper filr deciduous tree s.height for c onifers. gallon size for shrubs and height for foundation shrubs)of allthe existing and proposed plant materialincludinggr ound cover. o Delineate critical root zo nes for existing tr eesin close proximity tosi te grading and c onstruction. o Indicate the location of all proposed p lantings. o The location and type of existing and proposed watering systems tobe employed in caring for plant mat erial following its in stallation. o Ex istingandpr oposedco ntourlin es.Retaining w allss hallbe in cluded with the top of wall andthe bottom of walle levations noted. Architectural Floor Plans (1/8"=I 'or larger.1/4"is preferred).includingthef ollowin g: o Floor plans of th e proposed deve lopment drawn to sc ale andfull y dimensioned.Floorplan s a nd building ele vations mustbedra wn atth e same scale. o 'C learly indicate onthefl oor plans thein side face of the e xterior s tructural wa lIs of the bui lding . o Labelfloor plans toindi cate the proposed floor area us c (i .c .bedroom.ki tchen.etc.). o O ne seto ffloor plan s mu st be "red-lined"indicati ng howt he gross res idential floo r a rea (G RFA)wasc alculated.Sees ection IlUl4 .130F loor A rea.gross re sidential (G RFA)of the Vai l M unicipal Code for the defi nition ofG RFA. o Provi de dimensions of all roo f c aves a nd ov erhangs . A rchitectural Elevations (l iS"=l 'orlarger .1/4"is pre ferre d).inc ludingthe fo llowi ng: o A ll e levations of the proposed d evelopment drawn tosc ale andfu lly dimensioned.T he ele vation draw ings must show bothexisting and finish ed grades.Floor plans and bui ldin g ele vations must be drawn a tthe samescale . 3 ••..... o o II. o lfbuilding fac es are proposed at angles notrepr esented wellonthe normal building e levations,s howthe se faces also. o Ele vations s hall show proposed finished elevation oftloors and roofs onall levels. o Alle xterior materials and co lors shall be s pecifiedonthe elevations. o The following sh all be shown graphically and full y d imensioned:fasc ia.trim.railings. chimney caps.meter locations.and window details . o Show allpr oposed exterior lighting fixture so nth e building.. o Illustrate alldecks.porches and balconies. o Ind icate the roof and building drainage s ystem (i.e ,gutters and downspouts). o Ind icate all rooftop me chanical sy stems and a ll other r oof structures.if applicable. o Illustrate proposed building height elevation on roof line s and ridges.T hese e levations s hould co ordinate with thefin ished flo or el evations and the datum used for thc s urvey. o Ex teriorco lor and materialsamples s hallbe submitted tosta ff andpr esented attheDe sign R eview Board me eting . Lighting Plan.indi catingty pe.location a nd numberof fixtures.Includeheight above grade.lumens o utput.lum inous area a nd a ttachacut s heet of each fix ture. The Administrator and/or DRB may require the submission of a dditional plans.drawin gs. s pecifications.s amples and other material s (including am odel)if deemed necessary todet ermine w hether a p rojectw ill co mpl y w ith Design Gu idelines or if t he intent of t hepr oposal is notc learly ind icated. .IMPROVEMENT LO CA T ION CE RTIFIC ATE (IL C) O nce a bu ilding permit has be en issued.and c onstructionis underway .an d before the Building De partment w ill sc hedule afra mingin spection.two co pies of a n ImprovementLocati onC ertificate s urvey (ILC)stam ped bya registered pr ofessional en gineer mu st b es ubmitted.T hefoll owing information must be provided onth e ILC : A .Basiso fb earinga nd tie tosection comer. B .A ll p roperty pin s foun d or set , e.B uilding lo carioni s)wi th tiesto property co mer s(i .e .d istances a nd a ngles). D .Buildingdim ensions.including decks and ba lconies.tot he n earest tenthofafo ot. E.B uilding an d g arage tl oorelev ations an d a ll roof ridge and eave linee levations . F.A ll drainage and util ityse rviceline as-bu ilts,s howi ng type o f material ,si ze and exact location. H.Alleas ements. 4 Town of Va il,Department of Community Development, 75S.Frontage Road Vail,CO81857 Name :~llJ.y.:}("/~1tv'57RtJC/7t?!l)ReceiptNo.6 /593 Address:7 i!.'CT "2 /:5LdC-L I/,?j!?U Ot..&/C/-JO Date Y /...2::2....-/&c.)Project:E I-/tf,L -/":?/tIl,I'J C.;rW/J///H Please makechecks payablet o th eTOWNOF VAIL Account No.Item No .Code #Cost Each Total 0010000 3141110 Zen ina and Add ress Maps ZA $5 .00• 00 1 0000 314 1112 UniformBuilding Code-1997 -Volume 1&2 CB $50 .95 • 00 1 0000314 1112 Uniform Building Code -1 997 -V olume3 $60.65 • 0010000 3141112 InternationalPlumbing Cod e-1997 CB $36 .00 • 00 1 000031 4 1112 Int ernational MechanicalCode-1998 CB $35.00 • 001 000031 4 1112 Unifo rm Mecha nical Code-1996 $35 .60 • 00 1 0000 314 111 2 Unifo rm Fire Co de CB $36 .00 • 001 00003 14111 2 NationalElectrical Code CB $4 2.60 • 00 1 0000 314 1112 Abate ment of Da ngerous Bldg .'s1997 $9 .95 • 00 1 0000314 11 12 ModelEne rgy Code-1995 $10 .00.r 0 01 00003141112 An alysisof Revisionsto 1997 UniformCodes $1 2 .75 • 00 1 00003141112 Other Cod e Boo ks CB • 00 10000314121 1 BluePrintsIMytarCopyFees BF $7 .00• 00100003141111 X eroxCopies X C $0 .25 • 00 10000 3141111 Lionshead M asterPlan($1 .801$1 .60)MS $4 0 .00 • 00 100003141111 Studies,Master Plans,etc .MS I · 00 1 0000 315 3000 Penalty F eeslRe-lnspections PN 00 1 00003 1123 00 PlanReviewRe-c heck Fee ($40/per hour)PF 00100003 152000 OffHou rs Inspection Fees OH 001 00003123000 Con tractors LicenseFees CL 001 00003124000 SianApplicationFee SP $20 .00 001 00003124000 Add itional Sign Applica tionF ee SP 0010000 31122 00 DesignReview Boa rd Fee(P re-paid)DR .::Ji').0 ,. 00 1 00003 153000 Butldina Investiaation Fee PN 00 1 00002403300 DeveloperImproveme nt Agreement DepositD2-DEP10 AD 00 100003121000 Resta urantLicensefee (T OV)RL 0010000230 2000 Spec .Assess .-RestaurantFeetoCo.Dept.Rev.SA ·001 0000201 1000 Taxable @ 4.5%(State)•Tax payable TP ·001 0000 3 101100 Taxable t6l4.0%(Town)•Retail Sales Tax T7 Oth erlMisc.-MS 00 1 0000311 2500 PEC APPUCATION FEES 00 1 0000311 2500 Additional GRFA -"250"PV $200 .00 001000031 1 2500 Conditional UsePermit PV$200 .00 001 000031 1 2500 Exterior Alteration -Lessthan100 SQ .ft.PV $200 .00 001 0000311 2500 Exterior Alteration-Morethan100 SQ .ft.PV $500.00 00 1 00003 112 500 I Soecial Development District-NEW PV $1,500.00 00 1 0000 3112 500Special Development District-MajorAme nd PV$1,000.00 00 1 00003 11 25 00 Specia l Development District -MinorAme nd PV $200 .00 00 1 000031 1 2500 Subd ivision Fees PV 001 000031 1 2500 Variance PV$250 .00 001 0000311 2500 Z oningCode Amendments PV $250 .00 Re-Zon ina PV$200.00 00 100003193100 G reenstar Proara m Other-MS TOTAL:~).c r -- -Comments: t;:':;r /7 Z'L LO/!../h c/}/YIITI(!A )- - -- -rty g.::- -Cash Money Order #Check #Received byv rJIL.--t-- I-t-- I I I F:/EveryoneiFo rmsiSalesact.exe 06106I2000 •, 51593 I I i' I'I:DATE--f'--""''--__ ";,0 RECEIVEDFROM -L__----:..~~~_.!..._=::=::l......'~=__ 'i ADDRESS _ I ,I I I " ':,,~ ,J ur,-i 0 'I :J .....,if D.r,;;L?~.-:5 -7d ?U d~t-",J ,I .'/r vi:Permit Numbers Police Recei ~mbers ------- "HOW PAID-Cash Check "IIIf'S By "411../I 0 ----(;...:::,~~..::....------- ._--------------------~---~----------------------------------- TOMn of Vail III CUSTO "ER RECEIPT III DATE :8/38/88 81 RECEIPT:8013744 DES CRI PTIO N UTY A"OUN T TP T"DESIGN REVIEW FE 1 $20 .88 IDR CKAROSACONSTRINC TENDER DETAIL CK 4485 DATE :8/3M18 TOTAL CHECK AilOUNT TENDERED $28 .88 TIi'lE:15 :88:45 S28.88 $28.88 THANK YOU FOR YOUR PAYilENP 4ItEPARTMENT OF CO~{uNITY DE~OPMENT Phone:3038251313 Status ...:ISSUED 1LOT Applied ..:06/11/1996 Issued ...:07/08/1996 Expires ..:01/04/1997 Phone:3038251313 CO 80223 CO 80223 600 LIONSHEAD MALL VAILLIONSHEAD FIL 2101-072-07-009 COMM BUILDING PERMIT PERMIT MUST BEPOSTED ON JOBSITE ATALLTIMES Permit i:B96-0150 HYDER CONSTRUCTION,INC 1020 WEST 1ST AVENUE,DENVER HYDER CONSTRUCTION,INC 1020 WEST 1ST AVENUE,DENVER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Job Address: ~;:.;r::;"""""'''''''-flOea-t.i o n ...: Parcel No ..: APPLICANT OWNER CONTRACTOR TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970T m.Dev. .R NQ.TE :d THISClean·up De Sit erun approved NEW amount date Descr iption: LIONSHEAD GONDOLA TERMINAL BUILDING Valuation:560, Occupancy Type Table Date:05/17/1996 Factor Sq.Feet Total Valuation: Val uation .00 Firep lace Information :Re stricted:Y #Of Ga s Appl iances :#Of GasLogs:#of Wood/Pa llet: *****************k*k*k***k*****kk*k*kkk*k***k*****k********FEE SUMMARY *********k*kk*k*k*kk***k********k*k*k*k*kkkk*kk**'k'kkkkkk Bu ildi ng----->2,580.00RestuarantPlan Review-->.00Total Calculated Fees--->13,652.00 Plan Check--->1,677.00 ORB Fee----------------->400.00 Add itional Fees--------->.00 Investigation>.00Recreat ion Fee---------->8,242.00 Total Permit Fee-------->13,652.00 Will Call---->3 .00 Clean-Up Deposit-------->750.00 Payments---------------->13,652 .00 TOTAL FEES------------>13,652.00 BALANCE DUE------------->.00 *kkkk*kkkk'kkkkk*k*k*k*k'k*k*'*kk*k kk*kkkkkk**k*k**kk *kkkk*k*k*k*k****k******'k*k*k'k*k*kkkk*kkk*k~*k*kk*k*kkkk***k*k*kk*k*kkk Item:05100 BUILDING DEPARTMENT 06/,'/11/,'/1996 CHARLIE Action:NOTE07081996DANAction:APPR Item:05400 PLANNING DEPARTMENT 06/,11/,1996 CHARLIE Action:NOTE 07'/05'/1996 GEORGE Action:APPR Item:05600 FIRE DEPARTMENT 06/,'/11/,1996 CHARLIE Action:NOTE 07 05'/1996 MIKEM Action:APPR Item:05500 PUBLIC WORKS 06/,11/,1996 CHARLIE Action:NOTE 07'/05'/1996 LARRY PAction:APPR Item:05700 ENVIRONMENTAL HEALTH 07/08/1996 DAN Action:APPR Item:05550 ENGINEERING 06/,11/,1996 CHARLIE Action:NOTE 06'/26'/1996 TERRI_M Action:APPR Dept:BUILDING PLANSTO CHUCK Dept:PLANNING PLANSTO PLANNERS Dept:FIRE PLANSTOMIKEM conditional approval Dept.:PUB WORK PLANSTO LARRY P LARRY PARDEE Dept:HEALTH n/a Dept:ENGINEER PLANSTO TERRI M APPROVED.SEE CONDITIONS Division: Division : Division: Division: Division: Division: See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS Ihereby acknowledge that Ihaveread this appl ication,fi lled outin full t he i nfor ma ti on required,com pleted an accurate plot p lan,and state that all thein formation provided as required i s correct.1agree 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 Town's zoningand subdivision codes ,design rev iew appro ved,Uniform Building Code and other ordinances of the Town applicable thereto . /'REQUESTS FOR INSPECTIO NS SHALL BE HADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE ~At 479-OFFICE FROH B:OO AM 5:00 PH -4 " 'Send Cleart-Up Depos it ·To:HYDER CO NSTR UCTION INC.".e SIG NATURE OF OWNER OR CON TRACTOR FOR HIHSELF AND OWNERe ******************************************************************************** CONDITIONS Permit #:B96 -0 150 as of 07/08/96 Status:APPROVED ******************************************************************************** Permit Type:NEW COMM BUILDING PERMIT Applicant:HYDER CONSTRUCTION,INC 3038251313 Job Address: Location:VAIL LIONSHEAD FIL 1LOT TR. Parcel No:2101-072-07-009 Description: LIONSHEAD GONDOLA TERMINAL BUILDING Applied:06/11/1996 Issued:07/08/1996 To Expire:01/04/1997 Co nditions: 1.IF TOWN DRA I NAG E S YSTEM IS FOUNDTOBEINCONFLICT WIT H THE TUNNEL OR GONDOLA CONSTRUC TIONT HE OWNER/CONTRACTOR SHALLRE LOCATE ATTHE DIRECTION OF THE TOWN ENGINEER AND ATTHE OWNE R/CONTRACTOR'SEXPENSE. 2.T HEIN LET WITHI N T HE LI MITS OF THE CO NSTRUC TION MUST BE SURROUND ED BY ,HAYBALES WRAPPED INA MIRI FI FABRIC TOBE ACC EPTABLETOTHE TOWN ASEROSION CONTROL 3.Approval is granted with revisions agreed to and submitted in letter from Dave Thorp and Yoder Enginnering,dated 6/29/96 and 7/3/96 respectively,noting requirement to install fire doors,smoke detectors,fire hose valves and smoke control in t unnel,with other improvements in e xits i n existing gondola as indicated . 4.That the applicant shall locate three Lionshead light fixtur es by no later than September IS,1996,which will be instal led pr ior to T.C.O. 5.That Vail Associates will work cooperatively with the Town 0 f Vail on the proposed wetlands mitigation east of the Child ren's Ski School area. 6 .That Vail Assoc iates install s tone veneer to t he exterior ba se of the Go ndola termina l over top of t he concrete by no la ter than October 15,1997. 7.That Vail Associates submit a revised landscape plan for rev iew and approval by the Town of Vail illustrating the screen ing of the mechanical vents on the west and south elevations prior to the issuance of a T.C .O. 8.That Vail Associates submit a letter to the Town of Vail fro ma wetlands specialist acknowledging that the southern most support Pilaster_sare not in the wetlands delineation area. 9.NOMECH,PLUMBING LECTRICAL WORK CAN BE ST~D UNTIL PERMIT HAVE BEEN AINED ... 10.50%REC FEE WAIVED AS PERLETTERF ROM VA 7-8-96 **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0165 Amount:9,531.00 07/09/96 14:47 Payment Method:CK Notation:#22562 Init:DS Permit No:B96-0150 Type:COMBUILD NEW COMM BUILDINGPE Parcel No:2101-072-07 -009 Site Address:600 LIONSHEAD MALL Location:VAIL LIONSHEAD FIL 1 LOT TR. Total Fees:13,652.00 This Payment 9,531.00 Total ALL Pmts:13,652.00 Balance:.00 **************************************************************** Account Code Descr iption Amount 01 0000 41310 BUILDING PERMIT FEES 2,580.00 01 0000 41331 DESIGN REVIEW FEES 400 .00 01 0000 41332 PLAN CHECK FEES 1,677.00 01 0000 22002 CLEANUP DEPOSITS 750.00 30 0000 45032 RECREATION FEES 4,121.00 01 0000 41336 WILL CALL INSPECTION FEE 3.00 *************************JIt*************************jIt******** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0164 Amount:4,121.00 07/08/96 09:20 Payment Method:CK Notation:50%REC FEE WAVED Init:DS Permit No:B96-0150 Type:COMBUILD NEW COMM BUILDINGPE Parcel No:2101-072-07-009 Location:VAIL LIONSHEAD FIL 1 LOT TR. Total Fees:13,652.00 This Payment 4,121 .00 Total ALL Pmts:4,121.00 Balance:9,531.00 **************************************************************** Account Code 30 0000 45032 Description RECREATION FEES Amount 4,121.00 PREPARED 5 /23/0 0,,0 :",,1 PROGRAM MR415U Town of Vai l CUST -IO CUSTOMER NAME TYPE DEPOSI T REFUNDREPORT -UPDATE PAGE CHARG E CODE DESCRIPTION 546 896 -0150 HYDER CONSTRUCTI ON DEPOS Dep-Cl e a n up 0 2 TX-DATE 1/11/98 AJ -DA TE 5/23/00 DEPOSI T AMOUNT 750 .00 DEPOSIT-ADJ AM OUNT 7 5 0.0 0 ADJUSTMENT AMOUNT 75 0.00 - AFTER-REFUND AMOUNT .00 TOTALFORCUSTOMERTYPE :D2 75 0 .00 7 50.0 0 750.00 -.00 GRAND TOTAL: DEPOSIT COUNT,1 750 .00 750 .00 750 .0 0-.00 e GIL BATCH CREATED:BATCH-01329 2000 /05 USERID -JPOPECK AP HELD COUNT-1.00 AMOUNT -750.00 e ... TOWN OFVAIL CONSTRUCT!~PERMIT # PERMIT A:PLICATION FO~!I .....:;~:.l'7'__. DATE.6/10/96 J;'-I'"~i·~,:"'rr·'.~. APPLICATION MUST BEFILLED OUT COMPLETELY OR IT f~y.J'N O;X.::tA~~E PTJ~I ~ )( "lt~.t JUN 1 o '~;! *****************************PERMIT INFORMATION *~,~;**~~~~~*f ?~~~*~~:~****** ..,~"l ~'I.VI;.!I Is'"I l '",)i(xJ-Building [)-Plwnbing ()-Electrical [)-Mechanica1.'"[')':'Other ._ Number of Dwelling units:o Number of Accommodation Units:o oAppliances--!l Gas Logs__O_Wood/Pellet_~_ Heaters VALUATIONS ********************************* Electrical Contractor: Address: * mber and Type of Fireplaces:Gas p e .:r ~-0-0 9 *********~*********************B9fb -CI$~ BUILDING:$560,000 ELECTRICAL:$TBD OTHER:$,.--=-=--=-=--_ ~::::::::*:**:::************M::::::;::~$INF:~TION ****:::::::*=:::::::*******~eneral Contractor:Hyder Construction Inc.Town of Vail Reg.NO.109-A ,Address:1020 W.First Ave Denyer CO 80223 Phone Numbert303)825-1313 .Lj7CJ -1./5(.'7 (05.??7n . TBD Town of Vail Reg.NO._ Phone Number: Plumbing Contractor: Address: TBD Town of Vail Reg.NO._ Phone Number: Mechanical Contractor: Address: THp Town of Vail Reg.NO._ Phone Number: ********************************FOR BUILDING PERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICALFEE: OTHER TYPE OF FEE: DRB FEE:ZJ:P .ce~. OFFICEUSE ******************************* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK FEE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: BUILDING: SIGNATURE: ZONING: SIGNATURE: SQ.FT.VALUATIONTYPEGROUP Comments :--------;~------.,...-:--~---....,...----,::--r--------------- .."..' Date:March13,1996 Attachment to Lionshead Gondola Base Terminal Application Legal Description Information: Item#Lot Block Filing l.Tract D 2 .An Unplatted Parcel .,Tract B.). 4.Tract A 5 .Lot4 Block 1 6.Tract C Block 1 7.Tract B Vail Lionshead 1st.Filing Vail Lionshead 2nd.Filing Vail Village 6th Filing Vail Lionshead Ist.Filing Vail-Lionshead 1st.Filing Vail-Lionshead 1st.Filing ·I. -. 75 south frontage road vall ,colorado 81657 (303)479-2138 or 479-2139 office of community development BUILDING PERMIT ISSUANCE TIME FRAME If thts permtt requires a Town ofVail Fire Department Approval, Engineer"s(Public Works)review and approval,aPlanning Department review'orHealth Department review,and areview by the Building Department,the estimated time for a total review may takeaslong as three weeks , All commerda1 (large or small)and all multi -family permits will havetofollowthe above mentioned maximum requirements.Residential andsmall projects shouldtakea lesser amount oftime.However,if residential or smaller projects impactthe various above mentioned departmentswithregardto necessary review,these projects may also take the three week period , Every attempt will be made by this departmentto expedite this . permit as soon as possible. I.theundersigned,understandtheplancheck procedure andtime frame. ~~U"'~lU I L9~('Date Work Sheet was turned into the Community Development Department . ·.. ... TO: FROM: DATE: RE: MEMORANDUM ALtlONTRACTORS 4t TOWNOF VAIL PUBLIC WORKS DEPARTMENT MAY 9.1994 WHENA "PUBUC WAY PERMlr'IS REQUIRED Job Name:Llo..t'S~u..O l:Jow,t:tJ1..A na.M1~\... Date:.JU~E-to ,t9,Cp Please answer thefollowing questionnaire regarding theneed for a ·PublicWay Permit": 1)Isthisanewresidence? 2)Isdemolition work being performed that requirestheuseoftheright ofway,easementsorpublic property? 3)Isanyutilityworkneeded? 4)Isthedrivewaybeing repaved? 5)Isdifferentaccessneededtosite other thanexistingdriveway? 6)Isanydrainage work being done affectingtherightofway,easements, orpublicproperty? 7)Isa"RevocableRight Of Way Permit" required? 8)A.Istherightofway,easements or public propertytobeusedfor staging, parkingorfencing? B.Ifnoto8A,isa parking,staging orfencingplanrequiredby Community Development? / If you answered yestoanyofthese questions,a"PublicWayPermit"mustbeobtained. "Public WayPermit"applications may be obtained atthe Public Work's officeorat Community Development.Ifyou have any questions please call CharlieDavis,theTown ofVail Construction Inspector,at 479-2158. Date '.'...... 75 south frontage road vall,colorado 81657 (303)479-21)8 or 479-2139 office of community development TO: FROM: DATE: SUBJECT: .ALL CONTRACTORS CURRENTLYL REGISTEREDWITHTHE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16,1988 CONSTRUCTION PARKING &MATERIAL STORAGE In summary,Ordinance No.6 states that it is unlawful for any person to litter,track or deposit any soil,rock,sand,debris or material,including trash dumpsters,portable toilets and workmen vehicles upon any street,sidewalk,alley or pUblic place or any portion thereof.The right~of-way on all Town of Vail streets and roads is approximately 5 ft.off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department.Persons found violating this ordinance will be given a24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified,the Public ·Works Department will remove sa id material at the expense of person notified.The provisions of this ordinance shall not be applicable to construction,maintenance or repair projects of any street or alley or any utilities in the right-a-way. To review Ordinance No.6 in full,please stop by the Town of Vail Building Department to obtain a copy.Thank you for your cooperation on this matter. Read :::~ow l e d g~• )l 01~~_·=-e------_ "J:rzoJeo:~AAbe.I.-v...~~,--nS~osition/Relationship to Project (i.e.contractor,owner) • Vail Associates ,Inc . TRANSMITTAL LETTER DESIGNAND CONSTRUCTION 479-3143 Telephone 479-3148Fax # PROJECT:Lionshead Gondola Terminal CONTRACT NO:Q578 REFERENCE NO:208 DATE :June 10,1996 TO:TownOfVailOfficeof Community Development IF ENCLOSURES ARENOTASNOTED, PLEASE INFORM US IMMEDIATELY. ATTN:Jim Curnutte IF CHECKED BELOW,PLEASE: 75South Frontage Road VailCO81657 ()ACKNOWLEDGE RECEIPT OF ENCLOSURES ()RETURl"l ENCLOSURES TOUS. WE TRANSMIT: (X)HEREWITH ()UNDER SEPARATE COVER VIA__ ()IN ACCORDANCE WITH YOUR REQUEST_ FOR YOUR: (X)APPROVAL ()REVIEW &COMMENT ()USE ()DISTRIBUTION TO PARTIES ()RECORD ()- ()INFORMATION ACTIO;l/CODE ()PRODUCT LITERATURE ()SAMPLES DESCRIPTION ()SHOP DRAWING PRINTS ()SHOP DRAWING REPRODUCTIONS ()- REV.NO.DATE THE FOLLOWING: (X)DRAWINGS ()SPECIFICATIONS ()CHANGE ORDEROwnersandOperatorsof Vail,Beaver ((ee~Remrt.L-=-=-=-==_--=--c-==-_----:::-==-=-::-:-::,....-====:=:-:-----:==-=-=c:=:=-_ and Arrowhead Mountain'CO PIES::..==..:::==------'=:.::...._--=.:::::...:....:...:..:..::-=----=::.=:::.:...::..:..::.'-'-------=-=~=.:.cc..::...:=-='--__ 3EA 3EA 3EA lEA 4/26/96 6/10/96 6110/% 6110/% Civil Drawing I thru 7As Prepared byAlpine Engineering ArchitecturallStructura Drawingsl -Melick Associatcs/Monroe Newell Mechanical And Electrical Drawings -Yoder Engineccring Building Permit Application Package ACTION:A.ACTION INDICATED ON lTEM(S)TRANSMITTED B.xo ACTION REQUIRED C.FOR SIGNATURE AND RETURN TO THIS OFFICE D.FOR SIGNATURE AND FORWARDING AS NOTED BELOW UNDER "REMARKS" E.SEE "REMARKS"BELOW REMARKS :Note that Brick Paver Walk is graphically Illustrated as asphalt -See redline correction. PO8 0x 7.Vail,Colorado .81 658.ph one970 4765601 1m WOllD ALmn Sll (I\}..IlPIONSHI~ VA ILI IEAU I CUll C 0 ~0 I•D 0 COPIES TO: Master FileQ578-208 J:\aminasi\fmill suransgg ,frm (WITH ENCLOSURE(S) () () () BY:David Thorpe.Project Manager Planning,Design &Construction ••.... TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970 -479-2138 DEPARTMENT OF CO~~UNITY DEVELOPMENT NOTE:THIS PERMIT MUST BEPOSTED ON JOBSITE ATALLTIMES ELECTRICALPERMIT Permit #:E96-0250 Job Address: Location ...: Parcel No ..: project No.: LIONSHEAD GONDOLA 2101-072-07-009 PRJ96-0099 Status ...: TERMINAApplied ..: Issued ...: Expires ..: ISSUED 10/07/1996 10/07/1996 04/05/1997 APPLICANT TRI PHASE ELECTRIC P0 DRAWER 920,GYPSUM CO 81637 CONTRACTOR TRI PHASE ELECTRIC P0 DRAWER 920,GYPSUM CO 81637 OWNER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Phone:3039490249 Phone:3039490249 Description:SERVICE AND BRANCH CONNECTS Valuation:32,000.00 ***********************************************************FEE SUMMARY ********************************************************** Electrical---> ORB Fee ---> Investigation> Will Call----> TOTAL FEES---> 576.00 .00 .00 3 .00 579.00 Total Ca lculated Fees---> Additional Fees---------> Total Permit Fee--------> Payments----------------> BALANCE DUE-------------> 579.00 .00 579.00 579.00 .00 ********************************************************************************************************************************** Item:06000 ELECTRICAL DEPARTMENT Dept:BUILDING Division: 10/07/1996 CHARLIE Action:APPRFOR ERNST ********************************************************************************************************************************** CONDITIONOF APPROVAL 1.FIELD INPSECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE ********************************************************************************************************************************** DECLARATIONS Iherebyacknowledge that Ihave read this application,filled outin full the information required,completed an accurate plot plan ,and state that all the information provided as required is correct.1 agree to complywith the information and plot plan , to complywith aLL Town ordinances and state laws,and to build this structure according to the Town's zoning and subdivision codes,design review approved,Un iform Building Codeand other ordinances of the Town applicab le thereto . REQUESTS FOR INSPEC TIONS SHA LL BE MADE TWENTY-FOUR HOURS CE FROM 8:00 AM 5 :00 PM **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC -0214 Amount: Payment Method:CK Notation:8531 579.00 10/07/96 13:57 Init:CD Perm it No:E96-0250 Type:B-ELECELECTRICALPERMIT Parcel No:2101-072-07-009 Location:LIONSHEAD GONDOLA TERMINAL BUILDING Total Fees:579.00 This Payment 579.00 Total ALL Pmts:579.00 Balance:.00 **************************************************************** Acco unt Code 01 0000 41313 01 0000 41336 Description ELECTRICALPERMITFEES WILL CALL INSPECTION FEE Amount 576.00 3.00 **Cont act Ea gle County AsseSS_O ff ice .~~at 970-328-8640 for ,.J'Arcel TOWN OFVAIL CONSTRUCTI..P ERNIT II PARCE L II:'JID L -OJ'~-0 -~PE RM I T APPLI~TION FORM DATE:/12 U J q b ?e:r qtt,-()C::J tf9 tI..APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ~*****************************PERMIT INFORMATION ***************************** [)-Building [)-Plumbing ~-E l ect r i ca l [)-Mechani"cal [)-Other Job Name:!_Q k<...re.r Co (\2-0 l.s Job Address:20 0 G ';!"I Sh.~'"~(VI '"\I SUBD IVISION:IFiling_---.;~"""'~~~_=____Block~_Legal Description:Lot _ Owners Name:VA _______________________Ph._ Architect:Address:____________Ph._ General Description:..see':(V'I'-<.d:iJ ,,-..--c...k ,-' Work Class:[)-New [)-Altera~ion [)-Additional [)-Repair [)-Other _ Number of Dwelling Units:Number of Accommodation Units: * mber and Type of Fireplaces:Gas Appliances Gas Logs Wood/Pellet £9Is!-O?-So******************************w**VALUATIONS ********************************* BUILDING:$ELECTRICAL:$3'2((.',.'0 OTHER:*r---------------- PLUMBING:$MECHANICAL:*TOTAL:~_ ~***************************CONTRACTOR INFORMATION ***************************~~nera l Contractor:Town of Vail Reg.NO._ Address :Phone Number: Electr ical Contractor :II?r -(7lv.k g l.uJ. Address:o.11S Hc.r '4 J(<..f,L....1Z~G.'J p ............L y//I>Jj Plumbing Contractor: Address : Town of Vail Reg.NO.Ile-~ Phone Number : Town of Vail Reg .NO._ Phone Number: Mechanical Contractor: Address: Town of Vail Reg.NO._ Phone Number: ******************************** BUILDINGPERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPEOF FEE: DRB FEE : FOR OFFICE USE ******************************* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK 7EE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN -UP DEPOSIT: TOTAL PERMIT FEES: Comments:----------- TYPE GROUP SQ.FT.VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MU STBEPOSTED ON JOBSITE ATALLTIMES PLUMBING PER1lIT Permit #:P96-0135 Job Address: Location ...: Parcel No ..: project No.: LIONS HEAD GONDOLA 2101-072-07-009 PRJ96-0099 Status ...: BUILDINApplied ..: Issued ...: Expires ..: ISSUED 08/26/1996 08/26/1996 02/22/1997 APPLICANT CONTRACTOR OWNER TOTAL PLUMB I NG 6390 EAST49TH DRIVE,CO MMERCE CITY CO TOTAL PLUMBING 6390 EAST49TH DRIVE,COMMERCE CITY CO VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Phone: 80022 Phone: 80022 3039 42-0727 303942-0727 Descr iption:PLUMBING WORK FOR NEW GONDOLA TERMValuation:45,000.00 ****U AAAAH AAH Ak*****************************************FEE SUM MARY ****************************"U HH H H A****************** Pl umb i ng----->675.00 Re stuarant Plan Re vie w-->.00TotalCalcu lated Fees--->846.75 Plan Ch eck--->168.75 TOTAL FEES-------------->846 .75 Additio nal Fees--------->.00 Invest igation>.00 TotalPermit Fee-------->846.75 Will Call---->3.00 Payments---------------->846.75 BALANCE DUE ------------->.00 ******AAAAAAAAAAAA****AAAAAAAAAA*AA*******AAAAAAAAAAAAAAAA*******************************************************AAAAAA*AAAAAA**** Item:05100 BUILDING DEPARTMENT Dept:BUILDING Division: 08/26/1996 CHARLIE Action:APPRCHARLIEDAVIS *****AAAA*AAAAAAAAAAAAAA AAAA **************AAAAAAA AAAAAAAAAAAAAA AAAAAA*AAAAAAAAA*AAAk***************AAA*AAAAAAAAAAAAAAAAAA k******** CONDITIONOF APPROVAL 1.FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE 2.ALL WORK MUST COMPLY WITH THE 1994 UPC ******AAAAAAAAAAA**A*AAAAAAAAAAAA*****AAAAAAAAAAAAAAAAAAAAAAAA*AAAAAAA*AAAAAAAAAAAAA**AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA DECLARATIONS Iherebyac knowledge t hat Ihave read th is application,filled outin full the information required,completedan accurate plot plan,and state that all the inform.tion pro vided as required is correct.Iagreeto comply withthe information and plot plan, to compl y with all Town ord inances and state l aws,andtobuild this structure accordi ng tothe Town's zoningand subdivision codes,designreviewappro ved,UniformBuild ing Code and other ordinances ofthe Town applicable thereto . REQUESTS FOR INSPECTIONS SHALL BE MADE TWEN TY-FOUR HOURS AM 5:00 PM **************************************************************** TOWN OFVAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0189 Amount: Payment Method:CK Notation:#1106 846.75 08/26/96 08:18 Init:CD Permit No:P96-0135 Type:B-PLMB PLUMBING PERMIT Parcel No:2101-072-07-009 Location:LIONSHEAD GONDOLA BUILDING Total Fees:846.75 This Payment 846.75 Total ALL Pmts:846.75 Balance:.00 **************************************************************** Account Code 01 0000 41311 01 0000 41332 01 0000 41336 Description PLUMBING PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTIONFEE Amount 675.00 168.75 3.00 ~**c o n t a c t Eagl e Count y Assesso at 970-328-8640 f Q Parc~l #PARCEL 1/:210/-01 -d /~C Off ice a TOWN OFVAIL CONSTRUCTIO~ PERMIT APPLICATION FORM DATE:_ PERI-lIT II ----pe~6-ocCf9 APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED~.............................PERMIT INFORMATION ••••••••••••••••••••••••••••• []-Building [><J -PlUmbing []-Electrical []-Mechanrcal []-Other Job Address: Block,_ ,yo II SUBD I VIS ION:Filing ..lo2..!<~~~~..:......_Legal Description:Lot _ Owners Name:J"""",,Q..:...;.:...\_A:...:...="'>'-'''''''''o''''C-::......-='''''"'-_ Address:[(.,6 0 k\<-T <"c 3 u:\1'1...\U y ' ]-Repair []-other _ Architect:'tL:L \<.-ths 0<.'I\/\( General Description:~CJ~~~'(~)~r~)l~~__~~~__~~~~_~_~\J0' Work Class:I><l -New []-AI teration []-Additional [ Number of Dwelling units:()Number of Accommodation units:C) ~mber and Type of Fireplaces:Gas Appliances~Gas Logs~Wood/Pellet () ~*********************************VALUATIONS ********************************* BUILDING:$ELECTRICAL:$OTHER:$ PLUMBING:$':\5"0 00 MECHANICAL:$TOTAL:$:--------------- ~*******t ;*~!**********CONTRACTOR INFORMATION ***************************~~neral Contractor:-~;(~~Town of Vail Reg.NO.-~-----Address:CJ C L)Phone Number:iu 5 -\,.,I L Electrical Contractor: Address: ,Plumbing Contractor:\;-r6 \\-l\\.,..,_'J:.....,_ Address:\-l 0.<\.(2 d ""\.Jr,:!C()'~d !o .c;"~ Mechanical Contractor: Address: Town of Vail Reg.NO._ Phone Number: Town of Vail Reg.NO.JIO -P Phone Number:"L\1-<?"ld '1 Town of Vail Reg.NO._ Phone Number: ******************************** BUILDINGPERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPEOF FEE: ORB FEE: FOR OFFICE USE ******************************* BUILDINGPLAN CHECK FEE: PLUMBING PLAN CHECK FEE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: TYPE GROUP SQ.FT.VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: Comments:---------------------------------------------------------------------- XCLEAN UP DEPOSIT IlEFlJHl)TO' TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT ' 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES ELECTRICALPERMIT 111 ()Y1;;.kJ Gvw11 Job Address: Location ...:NEW GONDOLA BUILDING Parcel No ..:2 101-072-07-009 Project No.: Permit #:E97-0247 Status ...:ISSUED Applied ..:10/09/1997 Issued ...:10/09/1997 Expires ..:04/07/1998 Phone:949-6095 Phone:949-6095APPLICANTRIVIERAELECTRICCONST.,CO P.O.BOX 18193,AVON,CO 80110 CONTRACTOR RIVIERA ELECTRIC CONST.,CO P.O.BOX 18193,AVON,CO 80110 OWNER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Description:PROVIDE POWER TO NEW BOILER Valuation:2,500.00 ***********************************************************fEE SUMMARY "",u",'*********************************************** Electr ical---> ORB Fee --> Investigation> Will Call----> TOTAL fEES --> 54.00 .00 .00 3 .00 57.00 Total calculated Fees---> Add itional Fees--------> TotalPermit fee--------> PayBents----------------> BALANCE DUE---------> 57.00 .00 57.00 57.00 .00 *******************"""'*'*"*""*"*'*"************************************************************************************** It/em:/06000 ELECTRICAL DEPARTMENT 10 09 1997 CHARLIE Action:APPR Item:05600 FIRE DEPARTMENT 10/09/1997 CHARLIE Action:APPRN/A Dept:BUILDING Division: Dept:FIRE Division: ******"**""******""""'*""""'******************************************************************************************* CONDITION OF APPROVAL 1.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***""""""************""""""*********,****'***'*'*'**'***,*,*"***,*,**'*",*****************'************************* DECLARATIONS Ihereby acknOWledge that Ihaveread this applicat ion,filled outin full the information required,completed an accurate plot plan,and state that all the information provided as required is correct.Iagreeto comply withthe information and plot plan, to comply with all Town ordinances and state laws,andto build this structure accordingto the Town's zoningand subdivision codes,designreviewapproved,Uniform Building Code and other ordinances ofthe Town applicable thereto . REQUESTS fOR INSPECTIONS SHALL BE MADE TWENTY-fOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OffICE OM 8 :00 AM 5:00 PM ·.e •******************************************************~******** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0343 Amount: Payment Method:CHECK Notation:#1478 57.00 10/09/97 11:00 Init:CD Permit No:E97-0247 Type:B-ELEC ELECTRICAL PERMIT Parcel No:2101-072-07-009 Location:NEW GONDOLA BUILDING Total Fees:57.00 This Payment 57.00 Total ALL Pmts:57.00 Balance:.00 **************************************************************** Account Code 01 0000 41313 01 0000 41336 Description ELECTRICAL PERMIT FEES WILL CALL INSPECTIONFEE Amount 54.00 3.00 )-Other _ !'111-L-L- ***************************** OR IT ~NOT BEACCEPTED J-Plumbing ~l ect r i ca l (J-Mechan£cal ( CQ~O fa-$v,'l c9~Job Address:~&~(X)=----lLo:::.:...:l o~+g~~==--.L.~=::::"-_ APPLICATION MUST BE FILLED TOWN OF VA.LJ."I.,;U~;:'·.U~U"''''''''"''' >ReEL #:'-:--_--:-___PERMIT APPLICATION FORM _DATE:lolC 1 '17 -II OUT COMPLETELY, k*****************************PERMIT INFORMATION~. (J-Building ( .}lkw L Tab Name:~ SUB DIVISION:Filing ~~~~~__Block._~egal Description:Lot._ )wners Name:~vrc~e-~,,~I __~~~~~~__Address: ~r c h i t e ct :Address: \"'-Ie,'-~-e,I.-c...J.0 \,1A..c.---.:> ".';j0'-<5l<..l....C;",'ld-:....~ J-Repair ()-Other __ ieneral Description:r'(VV\'ck.~::..or_.!.:~:::.---!:v<-:.:=.:w::::.-_l,~~~(.:::~::.r_~==-~::...:;;.....:~..:.....:.:....-~.:....-_..:....:.~.:;..,-. 10rk Class:(J-New (J-Alteration ~-Add it i o n a l ( lumber of Dwelling units: .. Number of Accommodation units: ~mber and Type of Fireplaces:Gas Appliances __Gas Logs~Wood/Pellet _ OTHER:$~_ TOTAL:$__ ~IUILDING:~$__ ~UMEING:.,;:;$_ ,*********************************VALUATIONS ********************************* 00 ELECTRICAL:$,2SLJO- MECHANICAL:$_ .***************************CONTRACTOR INFORMATION ***************************~e n e ra l Contractor:VC--l"{11s~ou\_:~·e.~Town of Vail Reg.NO . .ddress:P..o.~"''t ]\Je-,-~C'C:l ~hone Number:"17'--;;r-'-If-L-- ()_e!l7:-0 ';l..L/7 J I / :lectrical Contractor:--lUVt.rt:R.A-'tJ £c r ~Town of Vail Reg.NO.)1'1;"0 .ddress:P·a.¥3",'J':ce z..-....L-/AV o ~CO 'at fp'2.0 Phone Number:~G<>o '7:::> 'lUmbing Contractor: ddress: Town of Vail Reg.NO.' Phone Number:---- :echanical Contractor: ddress: Town of Vail Reg.NO._ Phone NUlIIber: ******************************* UILDINGPERMIT FEE: LUMBING PERMIT FEE: ECHANICAL PERMIT FEE: LECTRICAL FEE: THER TYPE OF FEE: RBFEE: FOR OFFICE USE ******************************* BUILDINGPLAN CHECK FEE: PLUMBING PLAN·CHECK yEE: MECHANI~PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: TYPE GROUP SQ.FT.VALUATION BUILDING: SIGNATURE: ZONING: SIGNATURE: o mm ents:__ :LEAN UP DEPOSIT REYUND TO: 75 south frontage road vail,colorado 81657 (303)479-21)8 or 479-2139 office of communl.ty development TO: FROM: DATE: SUBJECT: ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16,1988 CONSTRUCTION PARKING &MATERIAL STORAGE In summary,Ordinance No.6 states that it is unlawful for any person to litter,track or deposit any soil,rock,sand,debris or material,including trash dumpsters,portable toilets and workmen vehicles upon any street,sidewalk,alley or public place or any portion thereof.The right~of-way on all Town of Vail streets and roads is approximately 5 ft.off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department.Persons found violating this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 2~hour time specified,the Public Works Department will remove said material at the expense of person notified.The provisions of ·this ordinance shall not be applicable to construction,maintenance or repair projects of any street or alley or any utilities in the right-a-way. To review Ordinance No.6 in full,please stop by the Town of Vail Building Department to obtain a copy.Thank you for your cooperation on this matter. Read and aCknOWle~ )(/2/c;v6 ~;;?"Co ~IJ~~'1ty"~osition/Relationship to Project (i.e.contractor,owner) '-Date loJC, 7 /77 7 75 south frontage road vail,colorado 81657 (303)479-2138 or 479-2139 office of community developmenl BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer"s (Public Works)review and approval,a Planning Department review or Health Department review,anda review by the Building Department,the estimeted time for a total review may take as long as three weeRs. All commerci'al(large or small)and all multi-family permits will have to follow the above mentioned maximum requirements .Residential and small projects should take a lesser amount of time ..However,if residenUal or smaller projects impact the various above mentioned departmefits with regard to necessary review,these projects may also take the three week period. Every ·attempt will be madeby this department to expedite this . .permtt.as soonas possible. I,the undersigned, frame. '/./?;/~ Agl""'eed to by. understand the plan check procedure and time ~IO/~/17 Date Work Sfket/was turned into the Community Development Department. 'To: FROM: DATE: RE: ALL C~TRACTORS TOWt'W VAIL PUBLIC WORKS DEPA~ENT MAY9,1994 WHEN A "PUBLIC WAY PERMIT'.lS REQUIRED JobName:I ~.Gu-e.Oo L<--9'""\S-'-:s .Date:,,,/&17 7 Please answer/the following questionnaire regardingtheneedfora"PublicWayPermit": 1)Isthisanewresidence? 2)Isdemolition work being performed thatrequirestheuseoftheright ofway ,easementsorpublic property? 3)Isanyutility work needed? 4)Isthe driveway being repaved? 5)Isdifferentaccessneededtosite other thanexisting driveway? 6)Isany drainage workbeingdone affectingtherightofway,easements, orpublicproperty? 7)Isa "Revocable Right Of Way Permit" required?: 8)A.Istherightofway,easements or public property tobeusedforstaging, parkingorfencing? 8.Ifnoto SA,isaparking,staging or fencing plan required by Community Development? Ifyou answered yestoanyofthese questions,a "Public WayPermit"mustbeobtained. "Pubflc WayPermit"applicationsmaybeobtainedatthe Public Work'sofficeorat Community Development.Ifyouhaveanyquestionsplease call CharlieDavis,theTown ofVail Construction Inspector,at 479-2158.. I havereadand answered all theabove questions. L~C~""';e-"- JobName TOWN OF VAIL 75 S.FRONTAGE ROAD VAIL ,CO 81657 970-4 79-2138 DEPARTMENT OF CO MMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BEPOSTED ON JOBSITE ATALLT IMES MECHANICAL PERMIT Permit #:M96-01 45 Job Address :6 00 LIONSHEAD MA LL Locat ion :GONDOLA BUILDINGLIONSHEAD Par cel No:2101-08 2-42-006 Project Number:PRJ96-0099 Stat us ...:ISSUED Applied ..:09/11 /1996 Iss ued ...:09/11/1996 Expires ..:03/10/1997 APPLI CA NT ROBINSONMECHANICAL COMP ANY Pho ne :949-0259 910 NOTTINGHAM RD,SUITE n l,AVON CO 81620 CONTRACTOR ROBINSON MECHANICAL COMPANY Phone:949-0259 910 NO TTINGHAM RD ,SU ITE nl,AVON CO 8 162 0 OWNER VAIL CORPORA TI ON THE PO BOX 7 ,VA IL CO 81 658 Desc ript ion: MECHANICALFOR GONDOL A BU ILDING Va lua tion:14,500.00 Fir eplace Information :Restric ted:"Of GasApp liances:"Of Gas Logs:hOf Wood/Pal l et : Dept :BU ILDING Division: Dept :FIRE Divi sion : ***********************************************************FEE SUMMARY ********************************************************** Mechan i ca l---)300 .00 Re stua ran t P l an Review --).00 Tot al Calculat ed Fe es ---)37 8 .00 Pl an Check---)75.00 ORB Fee -----------------).00Addi tiona l Fee s---------).00 I n vesti gat ion).00 TO TAL FEES--------------)3 78 .00 Total Perm it Fee-------)378 .00 will Ca ll ----)3 .00 Payment s----------------)3 78.00 BALANCE OUE -------------).00 ********************************************************************************************************************************** Item:05100 BUILDING DEPARTMENT 09/11/1996 DAN Action:APPR Item:05600 FIRE DEPARTMENT 09/11/1996 DAN Action :APPR n/a CONDIT ION OF APPROVAL 1.FIELD INSPECTIONS ARE REQUIREDTO CHECK FOR CODE COMPLIANCE . 2 .CO MBUS TION AIR IS REQUIREDPER SEC.607 OF THE 19 91 UMC . 3 .INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO APPENDIX CHAPTER 21OF THE 1991 UMC. 4 .GAS APPLIANCES SHALLBE VENTED ACCORDING TO CHAPTER 9 AND SHALL TERMINATE AS SPECIFIED I NSEC .906 OF THE 19 91 UMC. 5.ACCESSTO HEAT ING EQU IPMENT MU ST COMPLY WITH SEC.505 AND 703 OF THE 19 91 UMC. 6.BOILERS SHALL BE MOUNTED ON F LOORSOF NONC OMBUSTIBLE CONST. UNLESS L IS TEDFORMOUNTING ON COMBUSTIBLE FLOORING. 7.PERM ITLPLANS AND CODE ANA LYSIS MIUS T BEP OSTED IN MECHANICAL ROOM PKI OR TO AN INSPECTION REgUEST . 8.DRAINAGE OF MECHANICAL ROOM SCNTAINING HEATING OR HOT-WATER SUPP LY BO ILERS SHALLBEEQUIPPED WIT H A FLOOR DRAINPERSEC . 2119 OF THE 1991 UMC . ******************************************************************************** DECLARATIONS 1 hereby a cknowledge that 1 haveread thi s app lication ,filled outinf ull the inf ormation r equired,completed ana ccura te pl o t plan ,and state that all the information pro vided a sreq uired i s correc t.I agree t o comply wi th th e informat ion andpl otp la n , to comply with all Town ordinances and s tate laws,andto build thi ss tructureac cording to the Town1s zoni ng andsu bdivi si on co d es ,des ign rev iew approved,Uniform Build in g Codeand other ordi nances ofthe TaYn applicable th e ret o. REQUEST S FOR INSPECTIONS SHALL BE HADE TW ENTY-FOUR HOURS SIGNATUR E OF OWN ER OR CONTRA CTOR FOR HIM SELF AND OWNER ;..~~ADVANCE BY TE L£P~AT 479-2138 OR AT OUR OFFICE .'-------_.......)'---------V . FROM 8:00 AM 5 :00 PI-I **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC -0231 Amount: Payment Method:CK Notation:#048749 378.00 11/12/96 10:31 Init:DS MECHANICAL PERMIT 378.00 Permit No: Parcel No: Site Address: Location: This Payment M96-0145 Type:B-MECH 2101-082 -42-006 600 LIONSHEAD MALL GONDOLA BUILDING LIONSHEAD Total Fees: Total ALL Pmts: Balance: 378.00 378 .00 .00 **************************************************************** Account Code 01 0000 413 12 01 0000 41332 01 0000 41336 Description MECHANICAL PERMITFEES PLAN CHECK FEES WILL CALL INSPECTION FEE Amount 300.00 75.00 3.00 ~ ~'**c o n t a c t Ea ~le Count y Assesso ~.Off ic e . at .970-3 28-8640 for Parcel TOWN OFVAIL CONSTRUCTI. PARC EL If :I -0 .---,PERMIT APP5l rATI 5"v FORM""~{)(2-I.fZ -O O ~DATE:30 ' APPLICATION MUST BE FILLED OUT COMPLETELY OR~•••••••••••******•••**.******PERMIT INFORMATION . []-Building []-Plumbing []-Electrical 90 -Mechanical []-other _ Job Name:(to w;lD \,.>"1x.d e 'T <:t vV\';0""\J ob Address:{('DO L<;dY'4 h;.~c',-,c..::.:J....~M..!....!o.l:::c...~\....\I....-_ SUBDIVI SION:Filing_-.:....__~~~~~-=--_Block~__Legal Description:Lot._ . Owners Name:Vc..:\A~2q</\C6 ¥9 Architect:M-c..\"<.-\L.A>.X:<.;(;-K o Address: Address: General Description:.=Kg M q --4i (if 6 0 nda\0 JS .....-k ---r:s..on ::()c...L""V ~. ,.Wor k Class:[]-New [;<J-Alteration []-Additional []-Repa ir []-other _ Number of Dwelling units :~Number of Accommodation Units: ~mber and Type of Fireplaces :Gas Appliances Gas Logs Wood/Pellet ~*********************************VALUATIONS ********************************* BUILDING:$ELECTRICAL:$OTHER:$~_ PLUMBING :$MECHANICAL:$I +;SOC TOTAL:$,_ ~***************************CONTRACTOR INFORMATION ***************************"~neral Contractor :J:I ,/cl&r C.?r\.::'-'\YVL1 iCV\Town of Vail Reg.NO._ Address:r Phorte Number:3Q$-:8 b2 -13 )S Electrical Contractor : Address: Town of Vail Reg.NO._ Phone Number: Plumbing Contractor:Town of Vail Reg.NO._-__ Address:Phone Number: Mechanical Contr~ctor:*6,,,,.<..,<<'0 dl c:...ck ",:u......L.Lo ,Town of Vail Reg.NO._ Address:5"5 L£I U :()XCt L A llf I ]SCI I\,g..."((0 8 0<'0 \Phone Number:9<-6 -Q2.55 ******************************** BUILDINGPERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FEE: DRB FEE: FOR OFFICE USE ******************************* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK ~EE: MECHANICAL PLAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: TYPE GROUP SQ .FT.VALUATION BUILD;J:NG: SIGNATURE: ZONING: SIGNATURE: Comments:._ XCJ.EM<UP DEPOSIT REfOlD)TO, 75 south frontage road vall,colorado 81657 (303)479 -21)8 or 479-2139 office of community development TO: FROM: DATE: SUBJECT: ALL CONTRACTORS CURRENTLYL REGISTEREDWITHTHE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16,1988 CONSTRUCTION PARKING &MATERIAL STORAGE In summary,Ordinance No.6 states that it is unlawful for any person to litter,track or deposit any soil,rock,sand,debris or material,inclUding trash dumpsters,portable toilets and workmen vehicles upon any street,sidewalk,alley or pUblic place or any portion thereof.The right-of-way on all Town of Vail streets and roads is approximately 5 ft.off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department.Persons found violating this ordinance will be given a 24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified,the Public Works Department will remove said material at the expense of person notified.The provisions of this ordinance shall not be applicable to construction,maintenance or repair projects of any street .or alley or any utilities in the right-a-way. To review Ordinance No.·6 in fUll,please stop by the Town of Vail Building Department to obtain a copy.Thank you for your cooperation on this matter. Read and acknowledged by: )!9f/lJ,m</ "~/4k.----t;N.7>U?t--rwG~osition/Relationship to Project (i.e.contractor,owner) ~Cf/4/1 f; "Date 75 south frontage road vall,colorado 81657 ~O~479-2138 or 479-2139 officeof community development BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town ofVail Fire Department Approval, Engineer "s (Public Works)review and approval,aPlanning Department revieworHealth Department review,and areview by theBuilding Department,the estimated time for a total review may takeaslong as three weeks. All commercial (large or small)and all multi-family permitswill have tofollowtheabove mentioned maximum requirements.Residential and small projects should take a lesser amount oftime.However,if res idential or smaller projects impactthe various above mentioned departmentswithregardto necessary review,these projects may also take the three week period .. Every attempt will be made by this departmentto expedite this . .permttas soonas possible. I,tbe undersigned,understand theplancheckprocedureandtime frame. )t 4 d--£f)<7?A ~II!L (~A../ff- Project Name ~'1 M4:~. Date Work Sheet was turned into the Community Develonm e~t Department . Vail Associates,Inc ...........................R!~.~~~~. June4 ,1997 Town Of Vail 75S.FrontageRoad Vail ,CO81657 Attn.:CharlieDavis 5etrmg th~ 5cOIldard fot WotldOass A/pint'R('SO(f sl Mountain High Plumbing,license#137P,willbetakingoverthe construction of the snow-melt system atthebase of theEagleBahnGondola,permit #M96-0145 . Sincerely, !lJrlJ '11d/ Frank McNeill po Box7 .Vail,Colorado .81658 .phone9704765601 TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES ELECTRICALPERMIT Permit #:E96-0186 Job Address: Location ...: Parcel No ..: Project No.: LIONSHEAD GONDOLA 2101-072-07-009 PRJ96-0099 Status ...: BUILDINApplied ..: Issued •..: Expires ..: ISSUED 08/13/1996 08/13/1996 02/09/1997 APPLICANT RIVIERA ELECTRIC CONST.,CO P.O.BOX 18193,AVON,CO 80110 CONTRACTOR RIVIERA ELECTRIC CONST.,CO P.O.BOX 18193,AVON,CO 80110 OWNER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Phone:949-6095 Phone:949-6095 Description:TEMP POWER FOR GONDOLA TERMINAL BUILDINValuation:.00 ***********************************************************FEE SUMMARY ********************************************************** Electrical---> ORB Fee --> Investigation> Will Call---> TOTAL FEES---> .00 .00 .00 3.00 53.00 Total Calculated Fees---> Additional Fees---------> Total Permit Fee--------> Payments---------------> BALANCE DUE-------------> 53.00 .00 53.00 53.00 .00 ********************************************************************************k************************************************* Item:06000 ELECTRICAL DEPARTMENT Dept:BUILDING Division: 08/13/1996 CHARLIE Action:APPRFORERNST .********************************************************************************************************************************* CONDITIONOF APPROVAL 1.FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE **************************************************k***********************************************************************k******* DECLARATIONS Iherebyacknowledge that Ihaveread this application,filled outin full the information required,completedan accurate plot plan,and state that all the information provided 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 Town's zoningand subdivision codes,design review approved,Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM F AND OWNER **************************~*************************tIt******* TOWN OF VAIL,COLORADO Statemnt **************************************************************** Staternnt Number:REC-0183 Amount: Payment Method:CK Notation:#1266 53.00 08/13/96 09:52 Init:CD Permit No:E96-0186 Type:B-ELECELECTRICALPERMIT Parcel No:2101-072-07-009 Location:LIONSHEAD GONDOLA BUILDING Total Fees:53.00 This Payment 53.00 Total ALL Pmts:53.00 Balance:.00 **************************************************************** Account Code 01 0000 41313 01 0000 41336 Description TEMPORARY POWER PERMITS WILL CALL INSPECTION FEE Amount 50.00 3 .00 PERMIT U~111'~ v·vv I~U.VVJ.r .V LMU\J 1 4 :;JU ~OWN OF VAIL CONSTRUCTION ~ PERMIT APPLICATION FORM ,., DATE:' lU·.,.. .1, ~ARCEL fI:;;'101-()Zl.....IJ7-()Q f F APPLICATION MUST BE FILLED OUT COMPLETELY OIl I:'1'MAY NOT BE ACCEPTED 1lt.............................PERMIT INFORMATTOK ••••••••••••••••••••••••••••• ,()-Buildin9 ()-Plu=binq ~-Electrical [)-X.chan1cal ·[J-Other __ .:rob Nall\Q!Goo4fllQ'.....4e=¥9'iirJ41wJ21--Job AddrCUll:I Wp«u"m ('e ""Nd"<!&"IC1 QQBpryIGIQX,Block.....__,PU.inq &IloWlJI..X.Jo~~'--_L09a1 DQPorip~ion:Lo~,_ ,,, I )-otber _ Ownorc Nallls:l/.1t./d$f:efF Addresc a If)At?Wet/'C()Ii//M:Ph.f?'l-..vf'O Arohi-eoota )M(4.Uk t&fqM,f7'Y.Addross,--:O':;;:~~~II!f::!LI.''''42'''Phftn:JJr,:]JNf!i2 Genertll Description:·TIfiJ!1~OiPlOl~.:j;?t:JW :'.OtVhX '·_'..::....-::==:e:=~¥""'=~~:::. Work Class:[~-New ()-Altero~ion [)-Additioncl [)-Repcir [ Numbe~of Dwelling Units;A61 Number DtAccDmmDd~ticn Units:#~ Electrical ?ontrllctor:!i~'::~~jgAddress:t:..04ex gift /J ,)_ ~w ,n.~ml Type or 1"1:replCl.ct:llj;Gas Appliiimcel:i--=Gas Logs...:::=.Wood/pellet -' ~~*~*********.**.******••********VALUATIONS *.****••**********.*••***********E96-0 18~ .DU:ILDI:NG;.$ELECTRICAL:./.Ob"V c(lQ OTHER:$;.-...;...._~LUH B I N G :$MECHANICAL:$~TOTAL:$ *****~*********************CONTRACTO~INfORMATION *••*.********************** eneral contractor:f1.tb.£t?Co «S'1?P HCI"V Town Of Vail RjlC1.NO •_ Address:J)'~r(1f,.C4 ~hone Number:VIVl @r:.1.l1.l Town of vail Reg.NO._ Phone Numbe:n ffj'-60tr ,Plumbihg Contractor: Address: Mechanical Contractor: Address; Town of Vail Reg.NO .' Phone Number:----- Town of Vail Reg.NO._ Phone Number: FOR OFFICE USE ********************.********** BUILDING PLAN CHECK FEE: PLUMBING PLAN ,CHECK ]EE: MECHANIC~L p~CHECK FEE: ,RE CRE ATION FEE: CLEAN-UP DEPOQIT: TOTAL PERMIT FEES: BUILDING: SI:CNATUREa ZONING: SIGNATURE: TYPE GROUP SQ.FT.VALUATION. . ****************••************** BUILDING PERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRI CAL FEE: OTHER TVPE OF FEEt ORB FEEl CO%Ulnents :_ (CLEitJf UP DEPOSIT Ul1JHD '1'0: .. TO: FROM: DATE: RE: 11)·MEMORANDUM ALLtlNTRACTORS 4t TOWN OF VAIL.PUBL.IC WORKS DEPARTMENT , MAY 9,1994 WHEN A"PUBUC WAY PERMlrJS REQUJRED U:UI)NO.UUl !-'.U'> ,~~~e~amQ6f{ti£bJ#6&;~!HJ44l£-". Pleast)answer the following questionnalre regarding tho need for a"Public Way Permit": ,YES 1)Is this a new residence? 2)Is demolition work being perfonned that requires the use ofthe right ofway.easement!!:or public propQrty? 3)Is any 'utility work needed? 4)IS the driveway being repaved? 5)Is different access needed to site other than existing dri-..:eway? 6)Is any drainage work being done affecting the right of way.easements, or public property? 7)Isa "Revocable Right Of Way Pe""it" required?: 8)AIsthe right of way,easements or public property 10 beused for staging, parking or fencIng? B.If no to SA.is aparking,staging or fencJngplan required by Community Development? i-: Date II you answered yesto any of these questions,a "Public Way Permit"must be obtained. "Public Way Permit"applications may be obtained at the Public Work's office or at Community Development.If you have any questions please call Charlie Davis,the Town ofVall Construction Inspector,at 479-21 sa.. I have read and answered allthe above questions. G'tJVP()J.#&SJ!.Tetrl1/1141.-'W~~ JobName ,Contractor's Signature .~·' ."l lJ ;H U 'l 1 ":::10 U _IJO l'4 U .u vJ.r .V I '15 louth frollt.gl road nn.colo~do 81651 (30:1)479-21,38 ot 479-2139 olflce ofcommunUy development TO: mOM I OATIl; SUBJJ::CT; ALL CONTRACTORS C'DRREN'l'LYL REG:I:STEREb WITH THE TOWN OF VAIl. TOWN OF VAl:L PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16 ,1.988 CONSTRUCTION PARKING ,MATERIAL STORAGE In summary,Ordinance No.6 states that it is unlawful for any person to litter,track or ~eposit any Boil,rock,sand,debris Dr material,including trash aumpsters,portable tDilets and workmen vehicles upon any street,sidewalk,alley or public place or any portion thereof.The ri9ht~of-way on all Town of vail streets and roads is appro~i~tely S ft.ot~pavament. Tn1s ordinance will be striotly enforced by the Town of Vail Public Works Department.Persons found violating this orqinnnce will be given a24 hour written notice to remove ai~material. In the event the person so notified doaa not eomply with the notiae within the 24 hour time specified,the Public WorKS Department will remove said.material at ~he exp.nse of person not1fied.The provisicns of this ordinance shall not be applicable to construction.maintanancQ or repair projects of any ~tr~et or alley or any utilities in the right-a-~ay. To review ordinance No.6 in full,please stop by the Town of Vail B~ilding Departm.nt~obtain a copy.Thank you fer your cooparat1pn on this matter. Read and acknowledgad by~ ~w~~~/f "~qJCTl?e<.z'(},t~osit1on/Relationship to Project (i.e.contractor,owner) "&!I)!fk""Date. !u·v•V:J I IlU.VV .1 I •V V n Ruth lrontelle road.n.e6l&tade 118S7 r~1 479-2138 or 479-2139 office of communIty de••loprMlll BUILDING PE~~IT ISSUANCE TIME FRAME If tn,s penntt requires a Town Of Vail fire Department Approval.. Eng;neer''S <,~ubl ic Works)review and approval t a Planning Department review or Health Department review.and a reVlew by the Building Department.the estimated time for a total review maY take as long as three weeRs.. All cenmerctal ·(lArge or small)and all multi-fall1f1y pennits will have to follow the above mentioned maximum requirements ..Residential .. and small projects should takea lesser SWlunt of time •.However.if residential or smaller projects impact the various above mentioned departments with regard to necessary review.these projects may also take the three week pertod. Every ,attempt wfll De made by this deplIrtmQnt to 8K 'pedite this. permtt as sQon as possible. I.theundersigned,understandthe plan check procedure and time frame. ~&/;;;/# Date Work Sheet was turned into the Community Development Department. To :Davit!Th orpe Vail Associates,Inc . P.O.Box 7 Vail ,C O81657 Koec hlc in Consu lti ng E ng ineers Co ns ult ing Geutec h nica l E ngi neers J oh No.96-187 Datc Daily Rep ort No.17 Sheet Su bject:Fill Obse ryatjon and Te st ing Subgrade Backfill LionsheadGondola Vail,CO 8/27 /96 I of I Approved By William H .Koechlein,P.E.J .Brust Field Engineer Progress Rep ort:Field en gineer arrived on site as r equested.Field engineer took te sts in the t racks of thefront loader.Large boulders were scattered ne a r the locations and may have in fluenced test resu lts.A ll tests met project sp e cifications. [8J F illT estedMe ets Specifi cations. o Fil lT ested DoesNot MeetS pecifications as I ndicatedby T estNu mber (s) and S hould be R emovedo rR eworked. [8J Co ntractor Advised .• o F ull Time Observat ion.[8J Part Time O bservation .,. Laborat ory F ield Dept h Maxi mum O ptimum Test or D ry Moistu re Dr y Moist ure Pe rcent No.Location Elevation Density Content De nsity Content Compaction So il Type (Feet)(%)(%)(pcf)(%) 1 A,2 -12 .0 137.0 7.9 138.0 6.0 100+Cu rve #1 2 B,2 -12.0 137.0 7.9 139.8 7.4 100+Curve#1 ", - Weathe r:[8J Sunny [8J Cloudy DRain o Snow Te mp:600 S pecification Com paction &Ma teria l:85%o f StandardProctor ASTM 0-698 Ty pe a nd Number of Earth Mov ing Units :l -Backh oe,I-Frontloader Type and Number o f Co mpact ion Units:N /A Number ofPasses :va ries Thickness of Lift:2 .5 to3 feet Method of Adding Moistu re:None Tlns report presen ts opinions formed as 3 res ult ofour observations of fill placement.Vol e:have relied onthe contractor to continue a pplying therecommend ed compa ctive effort and moisture10 the fill during limes when our observer is not observing o pcranoas .Tests an:madeofthefillonly as believed nec essary 10 calibrate our observer's judgment.Test dataarcnotthe sole basis foropinions on whether the fillmeetsspecifications. C op ies To :Chuck Feldman with the Town ofYail T o :David Th orpe Va il Associates,Inc. P.O .Box7 Vai l,CO8 1657 Koe chlein Co nsulting E ngineers C onsulting G eotechnical E ngineers J ob No.96-187 Date Daily Rep ort No.18 Sh eet S ubj ec t:Fill O bservat ion and T esting Su bgrade Backfill Lionshead Gondola VailMounta in Va il,CO 8/28196 I o f I Progress Report:F ield e nginee r a rr ived ons ite a s req ue sted.F ield en g ineer t o ok te s tsa roundth eco lumns w h ere itlo oked a sifno co m paction was d on e. T he tests di d not m eet s p e cifica tio ns .T he field en gineer recomm end ed th at a w alk-behind s h ee p s f oo tb e b rou ght i n t o h elp w ith compaction . R ecom mendation s were fo llowed and t es tsw ere retaken lat er in t hed ay .T he areawa s r eworkeda ndth e r ete s ts m e t s pec ificatio ns . [8J FillT ested MeetsS pecifications . o FillT ested DocsNotMeet S pecificationsa s I ndicated by Test Numbe r (s) a nd S houldbeR emoved or R ew orked. [8J Co ntra ctor Advised.a o F ullT ime O bservation.[8J Part Tim e Ob s ervation .• Labo ratory F ield Depth M aximum Optimum T est or Dry M oisture DryMoi sture Percent No.Location E levation Den sity Co ntentDensit y Content Compaction S oilT ype (Fee t)(%)(%)(pcf)(%) 3 B,2-2feet E of co lumn -10.0 137 .0 7.9 120.5 7 .8 88 Curve #1 4 A ,2 -2fee t So fcolumn -10.0 137.0 7 .9 92 .0 15.5 67Curv e#1 --5 B.3,3 -9.0 137 .0 7.9 110.8 6 .9 8 1 Cu rve #1 6 Retest o f te st N O.3 -10.0 137.0 7.9 126.6 6.3 92 Cur ve #1 7 Ret est of tes t No .4 -10 .0137 .0 7 .9 1 18.8 7.5 87Cu rve #1 8 Retesto ft est No.5 -9.0 137 .0 7.9120.59 .0 88 Cur ve#1 We ather:[8J Su nny o Clo udy DRain o Snow Tem p:50 0 S pecification C ompaction &Material:85%of StandardProctor ASTM D-698 Typ e a nd Number o f Ea rthMo vingUnits :l -Bac khoe ,I-Front load er T ypea nd Number o f Co mpactionUnit s:N/A Number ofPa sses:var ies Thickness of Lin :3feet Method of Adding Moisture:No ne 111is reportprese nts o pinions for med as aresult o fou r ob servationso ffil lplacemen t .We have reliedonthecon tractor 10 con tinu e applying the recomme nded compactive effort a nd mo isture 10 the ti ll dur ing limes when o ur obse rver is not ob serv ing ope rations .Te sts a remadeof the lill o n lya s bel ieved necessa ryto c alibrateour ob server's judgment Te st da ta arenot the sale basi s fo ropin ions on whe the r the fillmeets s pec ifications . C opies T o:Chuck Fe ldman wit hthe To wn o fVa il 1.Brust W illiam H.Koec hlein,P.E . Field Engi neer App roved By To :DavidT ho'11C Va ilAssociates ,Inc . P.O.Box7 Vail,CO 8 1657 K oeehleinCo nsulting E ngineers Co nsulting Geotec h nical Engi neers Job No.96 -187 Da te Daily Report No.19 S heet Subject:FillObse rvation and Testing Subg rad e Backfill Lion shead Gondola Vai l Mountain Va il,CO 8/29/96 I of I L abo ratory Field Depth Max imum Optimum Test or Dr y Moi sture Dr y Moi sturePe rcent No.Loc ation E levat ionDensity C ont ent DensityCo ntent Co mpaction So il Ty pe (Fee t)(%)(%)(pcf)(%) 9 I footN of column atB,4 -9.5 137.0 7.9 123.2 13.0 90 Curve #1 10IfootE of column atC,4 -9 .5 137.0 7.9 121.4 9 ..89 Curve #1 -.~ II I footN of column at B,3 -9 .5 137.0 7.9 I18.9 7 .9 87 Curve #1 Weather:o Sunn y 1ZI Cloud y DRa in o Snow Tem p:65°1ZI F ill Tested Mee ts Specificat ions. Speci fication Compaction &Mate rial:85%o f Standard Proct or ASTM 0-698 o F ill TestedDoesNo tM eetS pecifications as In dicated by Test Number (s) a nd S hould beRe moved or Reworked . Type and Num be r of Earth Moving Un its:l-Backhoc,I-Frontloader 1ZI Contractor Advised. 1ZI Pa rt Time Observation.eoFullTimeObservation. Type an d Num ber ofCo mpactio n Units:1-Wa lk-behindsheepsfoot Progress Re po rt :Fie ld e ngineer a rr i vedons ite a s req uested .F ield en gineer o bservedfill being p laced at 2 .5t o 3 feet an da wa lk-beh ind sheepsfoot b e ing Numbe r o fPasses:var ies Th icknesso f Li ft:3 feet used aro und e ntire a rea.Test we re ta ken in ra ndom a reas an d fill met Met hod ofAdding Mois t ure:Nonc specificat ions . Thi s report presents op inions fannedasa resulto four observations of tillplacement We have relied onthecontractor 10 cont inue applying the:recommended compactiveeffo rt and moisture to the fillduring times "hen OUf observer isnotobserving operations.Tests are made of the fill only as believed necessary 10 calibrate our observer's jud gment.Test dataarc not the sole basis fo r opinions onwhether the fill meets specifications. Co pies To:Chuck Feldmanwiththe Town o f Vail J .Brust Field Eng ineer William H.Koechl ein,P.E. Approved By Tu:D av id T ho rpe V ailAs so c iates,Inc . P.O.80x 7 Vail ,CO 8 1657 Koec h le in Consulting Eng ineers Co ns ulting Geotechnica l Engi neers .Job 1"0.96 -187 Date Dail y Repor t No .20 Sheet Subject:F ill Ob scrvationandT e s ting Subg rad e 8ackfill Lion shead Gondola Vail Mountain Vail,CO 8 /30/96 Io fI Laboratory Fic ld Depth Max i mum O pti mum T est or D ry Moisture D ry Moisture Pcrcen t No .Location E levatio nDensity Con tent Density Co n tent Compaction Soi l Ty pe (Feet)(%)(%)(pcf)(%) 12 I foot N of foundation wall at C.7 ,3 -8.0 137 .0 7 .9 121.4 7 .9 91 Curve #1 --13 I foot E of bullwheel colum nat 8 .9,3 .1-7 .0 137.0 7.9 123.0 9.3 92 Curve #1 14 8.5 ,3.5 -7 .0 137.0 7.9 112.8 14.6 85 Curve #1 15 I footN of co lumn at8 ,4 -7 .0 137.0 7.9 134.0 6 .9 100+Curve #1 16 I footN of column a t C,4 -7 .0 137 .0 7 .9 113.8 9 .7 85C urve #1 17 1foo t N of fo undat ion wa ll atC.7,4 -8 .0 137.0 7 .9 126.3 7 .7 95 Curve #1 Weat her:[g)S unny [g)Cloudy DRain o Snow Te mp:70 °[g)Fill Tested Meets Specificatio ns. Specification Compact ion &Material:85%o fSt and a rd Proctor ASTM 0-698 o Fill Tested Does Not Meet Specifications as Indicated by Test Number (s) and Should be Removed o rR eworked. Type and Number of Earth Moving Units:l -B ackhoe,l -Front loader [g)Con tractor Advised. [g)Part T ime Observatio n.eoFullTimeObservation. Type a nd Nu mber of Co mpaction Units :I-Sheep sfoot,I-Walk -behi nd Sheepsfoot Progress Report:F ield eng ineer arrived o n si te as requested.Field en gineer observed 3 to 3.5 foot l ifts be ing p laced with a wa lk-behi nd sheepsfoot being N u mber o f P asses :va ries T hickness o f Li ft:3 to3 .5 feet used over ent ire a rea of fi ll.Fill tested at two tim esd ur ing the day a nd fil l Met hod of A dding Mois t ure:None met s pec ifications . T his report presents opinionsfonned asa resultof our observationsoffill placement We have relied on the contractor to continue applyin g the recommended co mpactivc effort and moistur e 10 thefill during time s when our ob server isnotobserving o perarious.Tests are madeofthe fill ani)'as believed necessary 10calibrateourobserve r's jud gment .Te st data are not the sole basis for opinionsonwhetherthefillmeets specifications. Co pies To :Chuck Feldman with the T own of Vai l 1.Brust Field Engineer Wi lliam H.Koechlein,P.E. A pproved By 9/3196 I of I .Iob No .96 -187 Date Da i lyR eportNo.2 1 Sheet S ubject :Fill O bservation a ndT esting B ac kfill CompactionT esting Gon dola L ionshead Vai l CO Ko eehl einCo nxultinj;E ngineer"s Consultin g G eot echnical E ngineers David T horpe Vai l Associates,Inc . P.O .Box 7 Vail,CO8 1657 T o: , L aborat ory Field Dept h Maximum Optimum T est o r Dry Moi sture D ry Moisture P ercent No.L ocation E levation D ensity Content Den sity ContentCo mpaction SoilT ype (Feet)(%)(%)(pel)(%) 18 2feetW of col umn A2 -2.0 137.0 7 .9 123.4 6.9 90 Curve #1 --19 5 fee tS of c olu mn A4 -2.0 137 .0 7 .9 123.6 5.2 90 Curve #1 W e ath er :[gJ Sunn y o C lou dy DRain o Sno w T emp:70°[gJ F illT ested M eetsS pecificat ions . S pecification Com pact ion &M aterial:90%o f StandardProcto r AST M D-698 o Fill T es tedDoes NotM eet S pecific a tions as Indicatedby Test Number (s) and S h ou ld beR emovedo rR ew orked . T y pe a ndNumber o f Ea rth Movi ng Unit s:I-Loader,l -Dozer [gJ Co ntrac tor Adv ise d. [gJ P art Time Observ at ion.eoFullTimeObservation. T y pe a nd Nu m ber o f C om pac tionUnit s:l -Sheeps foo t,l -Walk-behind sheepsfoot P ro gress Re port:F ie lde ngin eer a rr ive d o n si te as reque sted .O nly two t e sts w ereta kend ue t o th e rocky n ature o ft he fill.Suitable t est area we re d iffic ult N um ber o fPasses:va rie s Thickn essof Lift:2feet t o fi nd .Inth ea reas t ested,t est re s ultsm et p roj ect s pec ificat io n s . M ethodo f Adding M oi sture:Ho se 111i s re port prese nts opinions fannedasaresult o f ourobs crvanons o f till placement We have reliedon the contra ctor to continue applying the recommended compactive effortandmoisture to the fill during lime s when our observe r is no t observin g operati ons .Tests aremade o f t he fill only as believed necessary 10 calibrat e our obse rver 's judgme n t .Test data are n o tt he sole basisfor opinions on whether the fill meets specifications. C opies T o:Ch uck Feldman w ith th e Town of Vail C .V erdel Will iam H .Koechlein ,P .E. Field Engi neer Approved By T o :Dav idT horpe Va ilAssociates,Inc. P.O .Box 7 Vai l,CO8 1657 Kuechlein C onsulting E ngineers Consulting Geutechnical E ngineers .JohNo.96 -187 Datc Daily Report No.22 S he et Su bject:FillObservation andTest ing Colu mn Compa ct ion Testi ng G ondo la Va il,CO 9/4/96 I o f 1 Laboratory Field Depth Ma ximum Optimum Test o r Dry Moi sture Dry Moisture Percent No.Location Elevation Density Content Density Content Co mpaction Soil Ty pe (Fe et)(%)(%)(pcf)(%) 20 10 feet Nand 2 feet W of NW corn er of -2.0 137.0 7.9 137.46.6 100+Cu rve #1 larue rectanz le column B.2to2 .8 --2 1 A.5 -2 .8 -2 .0 137 .0 7.9 124 .6 10.4 9 1 Curve #1 22A.5-1.5 -2.0 137.07.9 123.913.3 90 Curve #1 23 A.5 -2.5 -2.0 137 .0 7 .9 124.1 14.3 9 1 Curve #1 Weatb er:18I Sunny o Clo udy D Rain o Snow Temp:750 18I Fill Tested Me etsS pecifications. S p ecifica t ion Co mpaction &Material :90%o r Stan dardProctor ASTM0 -698 o F ill Test ed DocsNotMeetSpcci fication s as I ndicated by Te stNumber (s) an d S houldbe Removed orReworked. T ypea nd Number of Ea rthMovin gUnits:I-Fr ontloader,I-B ackhoe,l-Cat Dozer 18I Contractor Advised . [8J Part Time Observation .eoFullTimeObservation. T ype and Number o f Compaction Units:1-La rge sh ee psfoot Prozress R eport:F ielden gineer ar rivedo n s iteasrequested.Co ntrac tor advised a ll 4 testsa ndlocation s w ere acceptable.The m ate rial w as s lightly Number ofPasses:varies Thicknesso f Lift:Ifeet ove r o ptimumm oisture c ontent. M ethod of Adding Moi sture:None This report presen ts opinions fon ne d as a res ult of our observations of fill placement.\Ve have relied onthecontractor 10 continue ap ply ing the recommended ccmpactive effortandmoisture to the lill during t imes when ourobserver is not observing o pera tions.Tests aremadeo fthe (ill only as believed necessary10 calibrate our observer's judgment.Testdata are notthesole basis fOT opinions on whether thefillmeetsspecifications. Copies To:ChuckF el dman with the Town of V ail J.Holl and W illiam H.K oec hlein ,P.E. FieldEng ineer Approved By To:David Thorpe Va il Assoc iates,Inc. P.O.Box 7 Vail,CO 81657 Kocc hlcin Consu lting E ngi nccrs Co nsulting Geotec hnical E ng ineers .Ioll No.96 -187 Dale 9/6/96 Daily Repo rt No .23S heet I of I Subject:Con s truct ion Ob servations Reb ar In spect ion Lionshead Gondol a V ail Mo untain Vail ,CO Fieldengineerarrivedonsiteasrequested.Fieldengineer inspected rebar atthe northwes t tunnelwindwalls.Blueprints wereno t availableforthisarea . Contractor notifiedfield engineer thatthe wing walls calledfortwomats of No .5 a t12inches off centerfor eachwingwall.Rebar wasplaced according to thecontrac tors specifications of twomats o fNo.5 at12incheson center foreachwall. IT ype a ndn umber of earth m oving u nits:N/A I Wea t her:D Sunn y IZI Cl oudy 18I Rain DSnow Temp:52° This report presents op inions formed as a result of ou r observations .W e have relied on the contractorto continueth e workin accordancewitho ur recommendations during ti mes when O Uf o bserver is not observing operations. Co pies To:C huck Fe ldman with the Towno f Vai l o Co ntractor A dvised o Full Time Observation J.Brust Field Enginee r o Part Time Ob serv ation WilliamH.Koechlein ,P.E. Approved By 9 /9/96 Io f I Job No.96 -187 Date Da ilyR ep ort N o.24S heet S u bject:Fi llO b servation a nd T esting S labong rade Lionshead G ondola Vai l Moun ta in VailCO Ko echlcin Co nsulting E ngineers Consultin gGeo technical E ngineers David Tho rpe VailAs socia tes,Inc . P .O.Box 7 Vail,CO 81657 To: , L aborato ry F ield Depth Max imum Op t imum T est o r D ry Mo isture Dry M oist ure P ercen t No .L ocation E lev atio nD en sity Co ntent Density C ontentCo m pactio n So il Type (Feet)(%)(%)(p ef)(%) 24 3feetN of Swall ,10feetE of Wwall Grade 137.0 7.9 123.5 8 .0 93 Curve #1 2514feetN of S wall,2feetW of Ewa ll Grade 137.0 7.9 125 .2 13.1 94C urve #1 --26 Middle of floo r Gr ade 137 .0 7 .9 125.8 10 .7 94C urve #1 27 Retest of test No .2 4 Grade 137.0 7 .9 126.5 5.8 95 Cu rve#1 28 Retest o f test N o .2 5 Gra de137 .0 7 .9 127.9 7 .5 96 C urve #1 W eath er:IZI Su nnyDC loudy D RainD Snow Temp:7 0°C8J F illT ested Me etsS pecifications. Specification Co m pactio n &Material:95 %of Standard Pro ctor ASTMD-698 C8J F ill T estedDoes Not M eet Specific atio ns as Ind icated b y Test N umbe r (s) 2 6 and S hould be R emovedo rR ew orked. T ypea nd N u mber o fE arth M ovingU nits:l-Backhoc,I -Frontloa der C8J C ontractor A dvised. IZI P a rt T ime O bserv ation._D Fu ll Time O bservation. Type a nd Nu mbe r o f Com pa ction U n its:I-W alk-behind sheepsfoot,I -Sheepsfoot Progress Report:Fieldengineer arrivedonsiteasrequested.Filltesteddidnot meet specifications.Soil wasconsideredloosetofield engineer basedondrive ofpin andvisual N umbe r o fP asses:varies T hickness of Lift:1.5feet observations upondigging aroundareasof testing.Contractorsaid thatareawould bereworked Met hod o f Ad dingM oi sture:Ra in with a walk-behind sheepsfoot.Fieldengineer returnedlaterin thedaythetworetest areamet This report presents opinionsformed as 3 result ofour observat ions of fill placement.Wehav'c relied on the contractor to specifications.Theseareas hadbeenreworked withwalk-behind sheepsfoot.Fillattest location con tinue applyingthe recommended ccmpactive effort and moistureto the filldurin g times when ourobserver is not observin g 26wasnotready forretestwhenfieldengineertestedat27and28.Contractor was notified o foperations.Tests aremad e ofthe fill onlyas believed necessary to calibrate our observer's j udgment.Test data arcnotthe sole basis for opinionsonwhether thefillmeets specifications .this.When fieldengineer returnedthe next day,theareawasbeing pouredwithconcrete so ret est at n CO llin nol he no ne Copies T o:Chuck Feldman wi thth eTown of Va il J .Brust Willi amH .Koechlein,P .E. FieldEngineer Approved By Sa--Alvr6 fJJ Town of Vail FFICE COpy M %~..::o.~/7t.~_-I1 -1:\----.-_\ T":" ~I 25 ' I 20' 11'~11IP'--P ·~-p ".. =~ I'(.--f;:-;'~;T---t,<~f====~I -~ SCALE:1/8 INCH =1 12"05'10' II I I I~ i i I, " i,,.1;,' ! •i.•j I:i. i 144.7CJ PS T -J ,t 'j 19.BO ~~:~g ; 1 ·1 .0 -'; 1 0.2 2 , "I B.09 I '<..1 16.55 1 5 .34 : 1 2.7 ,1 ' 7.7CJ l 22 01 '., 1 2 0 .1 [, l B.7 1 ! 1 5.58 1().57 ' 1 0.91 ,H.17 .3(, 14 .07 7 .17 .. > .PRESSURE .'1". •J: 'j.,. j, I; !! i.· , j I r- -, 0 .00 PSI '2 1 ,85 F PS i I' ".;,:",.' 10-2 8-1995 r~Gr.2 .: 'j ;'.. ;. -.;·4 1 3 .2 1 GP~I ,.,250 .00 GPM ~25 0,00 GF'M .-2 50 .j)0 GP~I ~-rQ2 7G PM 9 0.22 -PS 'I,." "L ,. " •:t( --------------'----~.;......_.._•.._.._._._•.._-•..._---..... PAGE :1 (1 1 4 ) (17> 7 .78 (110) 0 .00 2 .43 1 7.17 (IJ 9) ·O.00 :.0 .61 ·,r 16.57 (1.15) i O.OO ;2 .·\9 l' 19.06 (18 ) :0 .43 10 .99 20 .48 8) 1 8.71 (1 J3) 1 0 .00 \1 .6 7 20.38 (16) 20.16 (J 12) 0 .00 i 1.79 21.95 (15) 11 .81 (19 ) ·O.·\3 1.7.31 '19.55 9 ) is.58 ':0 .0 0 .(1.41 '16.99.", t ;? Pres sur e Summary PST I 1 110 -28 -19%!: 1-,. I I C=120 PI PE 0 .076 ·\PF C=120 PI PE 0.2862PF I I I F'r i o Li 011 i LORS PS I/Ft ,.. C=120P I PE 0.1658 PF PI C=120 .PT PE 0 .165 8 PF C=120 PT PE 1 .2189 P F PI C=120PT I0 .21 (105) PE i 0.00 0 .1764 PF .1.59 PT 11.80(1 9 ) }'" I , C=120 PT10 .91 (11 6) PE ''0 .00 0 .1 126 PF ""0 .90 C=120PT PE 0.1506 PF P I C=120 PI PE 0 .\85 '1PF PI I C=120 PI PE 0 .1987PE PI f 9.00 0 .00 9 .00 .J 8.50 0 .00 8.50 8.00 0 .00 8 .00 1 .00 5 .00 6.00 , 3 .00 6 .00 9 .00 9 .00 0 .00 9.00 .1.00 5.00 6 .00 8 .00 7 .00 15.00 ! ,j .9 .0 0 0 .00 9.00 Equiv Leng th i Ft L F T L 8 .00 F 0.00 >.T 8 .00 1.0 ,19 flNl 24 .22 25.H 5 ) 15) (I I 1 ) (14 ) 1 6 .88 (10 3 ) 0 .00 3 .·19 16 .55 (07) 0 .00 1.G6 1 8 .21 (102) 0 .00 1 3.7 4 18 .09 (106 ) 0.00 I 1 .80 15 .34 (108) 0.00 !1.5 4 20.37 1&) 0.43 ,7 .7 5 28 .55 G ) .12.74 (109) i 0 .00 I 1 .30 P r es sur e Summ a ry PS I 10 -28-1996 PAGE ·1 PT2 2 .01 P E l 0 .00 PF ,1 .94 PT ..23.95 0.215 5 C=120 C=12 0 PI PE 0 .1300 PF I C=12 0 PI P E 1.2 919 PF PT C=120 PI PE 0 .1655 PF I C=1 20 PT 1 4 .0 4 (104) I 'PE ,0.00 0 .,1905 P F i 2 .9 ,1 I 'C=120PT 16 .98 (17) P E j ·0.43 I.0896 PF .:'6 .54 PT '.23.95(7) C=1 2 0PT PE 0 .5820 PF C=120 PI 21 .95 PE 0.43 1.3850 PF "8 .31 PT 3 0.G9 C=120 PI PE 0.1 5 43 PF C=120 PI PE O.1 7 98 PF C=120 PI PE 0 .624 0 P F r I 'i c t r o n l.o ss PS I/Ft 1 .00 5 .00 6 .00 9 .00 0.0 0 9 .0 0 1.00 5.00 6.00 1.00 5 .00 f).00 1.00 5.0 0 6 .00 I.0 0 5 .00 6.00 1.00 5 .00 6.00 :,1., 10 .00 0 .00 1 0.00 10 .00 0.00 10.00 , I 10.0 0 0.00 10.0 0 Equi v Length Ft. L F T U F T 'T, ,-.~., .J L ';F 1 .0 49 BNl BNl BN3 1 .049 BNI 1.0 49 P ip e Si ze IN 1.049 1.049 BN3 j 1 1.049 ·; NR1 I 'j '1.049 • ill GP~I 19.99 26.27 20 .99 4 0 .98 2 2 .78 22.1 0 63 .08 24.22 69 .16 23.82 2 3.89 46.67 Q .-.,~~: .:.,'~ 103DQ 23.01 Q 44 .94 --------------.:...-_........__._-_...•....._-_..-._--_..-._..- 10-28-19 9b PAGE :. i j ,~, NO:2350IIY4 .'~SERIAL Fl ow P ipe F 'j t ti ng s Equ iv F r i c ti o n Pr es sur e in Si z e &Le ngth LORs Summary GPM I N Devi c es Fl PSTl ft PSI I i 10100 2 4 .9 7 1.049 I L1.00 C=120P I19 .89 (101 ) 0 48.79 F=T F 5 .00 PE0 .00 BN3 !I G.OO 0,G 774 P F 4 .06 1400 2b .2 7 1 .049 ,L1.00 C=12 0 P I 23.95 11 ) s,0 7 5.0G ,~F=I F 5 .00 PE 0.43 NRl !I G.OO 1 .:'0 30 Pf 9 .02 PI 33 .40 ·1 )-J .~1 .049 L C=120 PI 14.07 (118) 21.01 ,j f 1 1.PE !.0 .43 BNl I 20 .00 0.1425 PF i 2.85, J ,. 2 3 .33 1.049 L 2.00 C=120 PI 17.35 (1 17) 44.34 F 0.00 PE 0.00 J3Nl I 2 .00 O.sc,7G PF I 1.14 .[ P:I J 25 0 .002 .63 5 L5 .00 C=120 18.49 (250) 294.3 4 F 0.00 PE '0 .00 T 5.00 0.2 1 22 P F !.1.OG \ 'I, 9DO G7 .0 2 2.6 35 _.'L 3.00 C=120 .PT '19.55 9 ) Q 36 1.3r,F 0.00 P E J !0 .00 f R5 I 3 .00 0 .3 102 P F 0 .93 r'1 ,80Q 22.80 2.635 J L 1 0.00 C=12 0 PI 20.48 8 ) Q 3 8 ·l,1 6 F=O F 0 .00 PE 0.00 FMl T 10 .00 O .;)·174 PI"3 .47 -t , I 6 70Q ..63 .08 2 .635 L 1 0.00 C=12 0 P T 23 .95 7) Q -44 7 .2 3 F=OF0 .00 PE 0.00 FM1 I I 10.0 0 O.·160 2 PF 4.60, I G9 .1 6 10 .00 C=120 PI 28 ..5 5 6) 516.40,0.00 PE j 0.00 10.00 0 .2130 PF '2.13 I I I .., 71.!l1 10.00 C=120 PI 30.68 (5) O~OO PE , i 0 .00588.21 :,'10.00 0 .2710 Pf 2.71 ,I I 75.Of)4.2 60 24 .00 C=120 PT 33.39 (4 ) 66 3 .27 2 0 .4 0 PE -0 .!l7 FR7 ,44.·W 0 .092 0 PI"4 .08 : ! I', I ,",. ~ .~..::~"',-.:.'.'.~~:.;,-{)E::~:.....:."":....:..;;~:\:~:.~'.)::'"..... .;~...".-;-.:::'..'..'.~~;.;;·::·:,·r':·····;..,'}\..'::............... .;'~.~~....;..\!;.... .:';:.'....:.........:.:' .,'.',:;.' ,; ',,:'" ,..' 10-28-19 96 r AGF G I !.i ,! ;.,'"! Fittings "Fl ow Pip e Equ iv F l'i ct.i'on P res s ur o ill Si ze "&'Len gt h Los s Surnmar y GPM I N .De vi ces Ft:r-s [1Ft.PSI 4 .2(,0 L 31 5 .00 C=12 0 PT 3G .GO (100) F ,13 .20 PE 0.00 FR3 T 3 58 .2 0 0.0920 PF 32.')5 ;r~4 .260 5 .0 0 C=120 PI 69.55 :n F ·1 J.60 PE 1.30 FR2 "T 46.60 O.l()o2 Pf 7 .7 4 , 6.065 " L'6.00 C=120 PT 7 8.5 9 2) 91 ('.27 F 0.00 PE O.·13 FRI 6 .00 0 .0 297 PFO.18FtcoMod.8SG Det e ctor Ass emb ly 5.00 " 6.:340 C=140 PT 8 ,1 .20 1 ) 913 .27 PE ,2.60 UN 0 .0180 PF 3 .·11 J PI 90.21 0 ) W/)~I i' SERIAL NO :2350lIT4 ,;':" .~.- -: ~ 15001350: Si,gms Dynamics Corporation 77<00 Supply I D emand Graph 1200 oJ 1050 Water Flow (GPM) 900750600450 46.81 PSI @ 300 L10 NSHEAD GONDOLA !i I I !I I !I I I I 1 I !I I I Margin L-i J ,!I I I I !I I Pressure 54.57 PS I ~ I :I I Flow 3182.30 6PH I I I -0 ~_..-~l*~L,~·..O'........'--..,0;••-.~':.-':.q:'-'-::';"~'0 " .~,;.' ',;. .-:,;~,::¥:~. 0 0 -.("~: I 0 -"-;~-:_-:I I !I !,.',0 I i I I I•I I I I I I I .---::.,"'5'I I < I I I I I i I I I ~I,I I o r 0 -.0 -------j I .0.l -0 ---0 -_.--..-I I i ,I I 0 I i~.,~~., ....7,'"'---~-,,-~.;:'~~~~-,.....-I .0 ""-,.",-',,\,It--.-~~;.,.~-....~t\~~'it".";,-,:..~-~of"", ~~.~;~~•"'.0 0 ,".~""':;~l:i;';'J.~·r~'-a-"""',........,~..,"'~~'~,~~;t,·,,:Ii .,b ~~:!:..,.z.:'-:,"."'. ~~{,.:.,'~ ~~;:.}c;.:..'7,,~:*i-.~.~*"";,".,">. .~-.~-~~~~'~~W<;'-::'..'~...0"r:;...--~...;;..--~~~~i-~r,4.~~;.......e-~~~~":,'~..'-':..-~:..~~'f;;....:-0 '.....::...~\"~'l -~_.~..•-P'-........_:.:..,.:..-'~"0 '•~.-:."-......"..•,.,.-~.. ~V •o·I f..-:D I I ~.-......."'.~..,-:- ~.':.~~.= Ff ..-,":'':;,:.N 1.115---._~--------------- 250 240 230 220 210 200 190 180 170_: ~140 D.. -1 30 120 110 100 90 80 70 60 ,·50 0 40 30_: 0 150 e ~ D.. SEP-10-1996 11:44 42 W4rst Meadow Drive Vail,Colorado 816$7 970-479-2250 September 10,1996 Rkhard Jefferies AFG /Mesa Fire Systems,Inc. 4894Van Gordon Street ##304 Wheat Ridge,ColoraJo 80033 Re:Vail Gondola Dear Mr.Jefferies: Vr-lIL 1-11,(1:.JJI:.I-'I. Vail Fire Department We have l'eViewed tlte fax you sentfor the fire sprinkler work at the above project The copy we received is unclear bllt it appears we can answer g couple ofyour questions. The Vail Fire Deptl1'tment does not provide fire flow information.Wedo,on occassion,conduct tests for strategic planning.We cannot accept submittals indicatingj1qw infomuztion based on or citing the Vail Fire Deparlnumt as the source ofthe information.Requats for fireflow information shou.1dbe made to Richard Chavez with the Eagle River Water and Sanitation District at (970)476-7480. As we discussed,Imet with representatives from Vail Associates and Hydu Construction regarding the fire protection plan for the new gondola.I have not received acopy oftheir meeting notes for review or confirmation.One topic discussed during the muting was related to 10gi!>1icaI aspects offighting a fire in the tunnel:Due to the length ofthe tunnel,we proposed afire hose cache be installed at each end ofthe tunnel. Due to the requirements imposed under UFC 2.301 and 2.302,we anticipate this issue win be discussed and refined when we meet with the fire protection engineer. Requestsfor clarification should be sent to the engineer ofrecord.Please contact us ifyou wish to discuss this issue or need clarification on the code requirements. Michael McGu Fire Marshal cc:VA/Hyder Const Dean Smith,Division ofFire Safety ,tMJo/ILi1fi To :David Thorpe V ailA ssociates,Inc. P.O.B ox 7 Va i l,CO8 1657 Koechlein Consulting Engineers Cons ulting Geotechnica l Engineers J ob No.9 6-187 Date 7/2 4 /96 Daily Report No.S heet I o f 1 Subject:Con str uct ion O bse rvatio ns FOOling Subgradc L ions h ea dGo ndola T e rmina l Vail,CO F ielden gineer arrived on s ite asrequestedas part of theprep aration of a foo ting s ubgraderecomm endation lett er.M osto f theexca vation had been comple ted toa n elevatio n of about 8106.At thise levatio n it appeared th at th e nat ural sa nd andgrav el had be en reached inthe southern portion of the s ite, but s oft,overs aturated conditions existed nor th o fC lineand organics andfi ll sti ll existed a long line5 .Mike Adams wa s ad v isedth at th e footings would needtobeplaced beneath the s oftmateri a l northo flineCandthat footing s ubgrades a long line5wouldneedt o be overexcavated and backfilled w ith stone one atatime .He wasalsoad vised tha to ur e ngineer s hou ldob serve sub gradefor eac hfooting . Type a nd numb er of ea rthm oving un its:N/A I Weather:IZI Sunn y o C loudy DRain o S now Te mp:75° Flus reportpresentsopinion s fo r med as a result of cur obscrvancns .We.have rel i ed on thecontractor 10 continue the work in accordan cewith our recomm endations d uring timeswhen o ur u hS1."rYC I is not oh scI\ill ~ope ra tio ns ICop ies To :N/A o Co ntractor Advised o F ull Time Ob servation D.Bi viano FieldEngineer o Part Time Observation Will iam H .Ko echlein,P .E . Approved By To :David Th orpe Va il Assoc iates ,Inc. P.O.Bo x 7 Va il.CO8 1657 Koech1ein Con sultin g En gineers Consulting Geotechnical En gineers J obNo.96 -187 Date 7/29/96 Daily R eport No.3S heet Io f 1 S ubject:Construction Obse rvations ExcavationDra in andS ubgrade Li ons headGo ndola Te rminal Vai l,CO F ield engineer arrived onsi te asreque sted byMike Adams of Hyder Construction.A n in terceptor trenchdrainwasbeing i nstalled .It started onthewest sideatabou t the center footi ng (the thi rd fromthenorthend)of Chair No .8.The trenchwrappedaroundthenorthsi de of the excavati on inlinewiththe farthest northfooti ng of C hair No .8.Thiss ide was excavated toabout-4 fee l.Wa ter appeared tobe seeping fromthenorths ide of t hecut fromaredsand layeratabout3feet upto a bout 2 .5 feetindepthnea r t he northeast corner.Thisd rain contained abo ut onefoot of stonewi th a4inchflexpipe wrapped in fabric .Thewes thalf of thisd rain was backfilled withsoi l a boveth es to ne.Stonehad notye t bee npl acedintheca st quarter of thedrai n andabout6inches o f wa ter existed.Wi llo fLongsExca v ation wasadv ised thatmore s tones hould be placedinthetrenc h in the northwestcorne r sotha t it interc.the hi gherwater o bserved .Thetren ch is plann ed towra paroundthenortheastcorn er.A portionhad been excava ted toabout 5 feet deep t oabo ut the~nt er footing of ChairNo .8.T he sumppit wherepum pingisbeingdon eex istsintheno rtheast corner offootin gC -3.A boutonefoot of wa terexisted inbottom of the pit.Go ldtansand was expo sed o n thesides of thesump .Accordi ngto Will,thefootingwillbe excavated a fewfee t more.T his e ngineer advised h imt oex poseth e goldtansa ndth rou gh outthe excavationan d to removesoi lloosened durin g th eexcava tion .H ewasa lsoad visedt hat if th es oilis saturated it wi llneedtobes tabilized w ith 6 inches o rmore cru sheds to ne ta mped by the back hoe bucket. I Type and number of earth movin g units:rol lA I Weather:o S unn y 1:8:1 C loudy D Rain D Snow T emp:700 Th is report pre sentso pinio ns formed as a resultofour o bserva tions.We h ave rel ied (111 the con tra ctor 10 continuethework In accordan ce \\ith o urrecom meudancns du ring timeswhe n our o bserve r is 110 1 O hS C1Vi ll!!ope rations. ICopies To :N IA [g]Contractor Advised o Full Time Observation D.Bivi ano Field Engine er [g]Part Time Observation Will iam H.Koechlein ,P .E. Approved By To:David Thorpe Vail Associates ,Inc. P .O.Box 7 Vail ,CO 8 1657 Koechlein Co nsulti ng E ngi nee rs Co nsu lting G eo tech nica l E ngi nee rs .IobNo .96 -187 Date 7 /30 /96 Da ilyR eportNo.4 S heet I of J Subject:Con struction Ob servations Foot ing Pad Inspe c tion Su bgrade Stabi liza tion Lion shead Gondola Te rm inal Vai l,CO field en gineer arri ved on site as requestedtoin spect foot ing p adC -3.Footing pad was 2to3 f eet bel ow grade o fex cavation.Material was o versaturated with 2-3inc hes of standing water.Advised contractor t hat so il wou ldhaveto be s tab i lizedw ith placement of rock.This fie ld engineer advised using -6.0 inch rock .Contractor in formed th isfie ld engineer t hath e n eed edtofin d availability of rock.Advised co ntrac tor that p rocedure of sta bili zing this co lumn pad would n eedto beob served byafield engineer fr omo ur company.Field en gineer wo uld arrive o n s ite later thi s afte rnoon, Fie ld en gineer arrived on site later intheda y.U pon arrival,the footin g subgrade for footer C .3 had been o verexca vated I foot and soft oversaturateady, silty s oil was observed.Standing water was pre sent.Stabilization with clean rock wa s agreed upon and a source for import located that would provi~ock from5to18 inches in diameter.A later visi t w as made to observe p lacement o f rock inthe soft s ubgrade.The excavator had c hosen not todiga separate pitto install a pump to drain excess water du e toco ncern t hat the si lt would clog th e pump .Approximately 1.5 to2 feet of rock was placed throu ghout the grade and initially pushed into the soft soil s with the hoe bucket.Softsoi land water was displ aced,espec ially at the north end of thefoot er subgr ade ,and s tabilizationw as not as s uccessfula s desire d .Th e h oeo perator then tra cked across the g rade with it s t rack s up ono urfie ld engineers advisement to fu rther co mpress t he subgrade.S tand ing water an d approx imately 6i nches o f ove rsat urated si lt a nd san d covered th e rock l ifta tthe north half of subgrade .The so uth e nd wa s v isua llym ores tabile .Our fie ld e ngineerc on sultedwi th Mi ke o fHy derCo nstruction a nd expressed th e ne cessi ty of re leasin g of wa ter a nd p umping it away from th esu bgrade area .M ikeag reed toar ra nge for thi s to be d o ne and re quested ano ther vi sit to morrow morning after overnight pump ing had been conducted. Ty pe and numb er of ea rth moving units:N/A I W e athe r:(gJ Sunn y D C loudy DRai n DSnow Te mp:75 ° "11 m rCI111 I'presents opuuons for me d as ,IICSlIll of mil ob sc rvaucu s.We han 'relied fill the con tractor to continue the \\'N!.;III ac cordance wi th o ur recommendation s duri ll~times \\111.'11 om ob serve r is Iml t 'h "l,,'1\IIl ~operation s . ICo piesT o:N Il\. lZJ Co nt ractor A dvisedoFullTimcObservation C.Hanscn/K,Filter FieldEngineer lZJ Part Ti me Observation William H .K oechle in,P.E . Approved By To:D avidT horpe V ailAssociates,Inc . P .O.Box7 Vail ,CO8 1657 Koeehlcin Consulting E ngineers Consulting Geotechnical E ngineers Job No .9 6 -187 Date 7/3,1 /96 Dai ly Report No.5 Sheet I o f 1 Subject:Co nstructionOb servation s S ubgrade Stabi lization Footer C.3 for Bu llwheel Lio ns headGo nd o laTerm inal Vai l,CO F ield en gineer a rr ivedo ns ite as requested to co ntinue s ub grades tabiliza t ionefforts lor foote r C .3 .O vernight wate rpu mpin g hade ffectively red uc ed wat erbedding e ffec t wh enthe g rade waspus hed o n wi thth e backhoeb uc ket.1\10inch toI foot lift of 3/4 inch s tonewasp laced asa levelingcoa rse o nthe la rgerockfollowi ng remo valo f 4to5i nches o fsoft siltan dsa nd o n thenort hwe st corner of th e fo oter s ubg rade.Th is sto ne was compacted w ith a v ib ratory p lateas recommended .O ur fie ld e ngineer suggested allowance o f a"curing "period toaga in allow wa ter e xpulsion aft erd isturbancea nd work acti vity.Am id-a fternoon v isitwas m ade.T hebackhoe operator placedthe back hoebucke t onth egradean d p ressed untilhis track s began tolift off the gr o.und:No deflection was dete ct ~d andthes ubgrade :t a b i .l i z~~i o n ~p pea red tobeasuccess.Ourfield e ngineer s uggestedto Mike of H yder Con stnen to maintam th e pump over an other n ighta nd a llowmore 'curing until tom orrow. Type and number of earth moving units:Nt A I Weather:[8J S unn y o C loudy D Rain o S now Temp:55° [gJ Contractor Ad vised -Mike of Hyder,and Will of Lon gs Excavatin g o Full Time Observation [gJ Part Time Observation Ihrs repo rt presentsopinio ns for med as aresulto f ou ro bse rveuon s .We have relie d onthecon trac tor10con tinue the \\OI L.ill ac co rdance with OUI recommendation s during l im es when o urob server IS nOI o bserving o pe ratio ns. ICo pie s To:Nt A K.Filt er Field Engineer WilliamH .K oechlein ,P .E . Approved By To :D avid T horpe Va ilA s so ciates,Inc. P .O .B ox7 Va il,CO Sl657 Koechlein Consulting En gineers Consulting Geotechnical En gineers Job N o.96-187 Date 8/I/96 Daily Rep ort No.6 S heet I o f I S ubject:Con str uctio n Observat ions Sub g rade Foot ings Lion shead G ondola Term inal V ai l,CO Fieldengi neer arrived onsitea s requested.Subgrade forfoo ting pads 04 and 04 a ndth econ tinuous footing along abou tline e.S fromab ou t 2.6 to5wa s obse rved a nd appeared tobeco mpac ted na tural redsan d a nd gravel.Inthe opi nion of t hise nginee r,the subgrade was suitab le for p la cement of footi ngs . T he c ut fo r foo tings a longli ne5i n the a rea of lines e.s to D .5 e xposed th e organ icla y erin thesou thernportion of theex cavation.Asa nticipa ted ,the layer app earstor ise indicatingth ata hi storic pond o r mar sh a readi pped in the ce nter area of t he excavati on a nd that foo ting E-3is clearly innatural mate rial. Wa ter wasob se rved to beseepingintothe excava tion from then orth ea s tco rner fill slope.Gabbionrock h adbee npl aced o ver m osto f the area w ith see page tos tabilize it.Th ise ngineer advised M ike A damstha t th es lo pe mu st not beg raded steeperth an 1.5:I inthi s ar eaa ndth atfurthe r stabi aon sh ouldbe performed .Th is s tabilizat ion wo uld requ ire placing geotextile fabr ic over thee ntire a rea seep ing a nd we ighingthe fabric d own wi th s ~to pre vent s loughing .Mr.Ad amswasa lso advised thatifa nyfootingss hould cross t he interceptor d rain trench,a ll fil!soi l s houldberemovedto expose the stone a ndreplacedw ith v ibro compacted crush edstone .It was a greedwit h Mr.A damsth at e very footing subgrade wou ldnotnee dt o b einspecteda s long as Hyder c ontinued tofollowrecommendations made t od ate.Th ough,it wa s a g reed t hatthi sengineer woul d v isit.The s ite br iefly every m orning t o make general o bservations or topro vides pecific recommendati ons s houldproblem s ar ise. I Type and number of earth moving units:N /A Weather:1ZI S unny o C loudy DRain o Sn ow Temp:80 0 Ibis report presen ts opnuons formed <IS a resulto fourob servation s.We.ha ve relied 0 11 the con trac tor10 continue thework III accordanc e "1Ih our recommenda tions during lime s \\hen o ur obscrv ('1'is not observing o pe rations ICopies To:N /A [8J Contractor Advised o F ull Time Ob servation O .Bi v ian o Field Engin eer [8J Part Time Observation W illiam H .Koec hlein ,P .E. Approved By To:D avidT horpe V ail Assoc iates,In c. P.O .Box 7 Va il,CO8 1657 Kocchlein Con sulting E ngineers Consulting Geotechnical E ngineers J ob No .9 6-187 Date 8/2/96 Da ily Report No.7 Sheet 1 o f I S ubject:Co ns truction Ob se rvatio ns Footing S ubgrade L ion s head Gondola Term inal Vail ,CO Laterintheda y thefield engineer arri vedo n si te as reques ted byM ikeA dams o fHyder Construction to observe foot ing subgrade.Thisengineer o bserved s ubgrade of fo oting padsC4,C5and C4A andpads e.2,2,D2 ,andE2 includ ing thecont inuous footi ngs inthea rea of the latter three to about e.8,2 .6.The s ubgradefor pads e.2,2,D2 ,an d E2and t he continuous foo tings consistedo fd ense compacted natural red sa nd a nd grave l.T hesesub grades appeared to be suitable fo r footi ng p laceme nt.Thesub grade forpadCS hadb eenpock eted or o verexcavatedinto the excavati on slope asrecommended.Howe ver,the s ubgradefo rth ispadan dpad sC ,4 and CA,4 were saturated,loose andex hibited deflect ion fro m foo t step s .Inthe o pinion of thise ngineer,theca use of the looses urface o f t he s ubgradeis d uetothelarge teeth of the large caseback hoe loose ning sa turated so ils duri ng the excavationproc ess .O nce sa turat <A)ils are loosened,es peciallythose with highers ilt a ndcl aycontent,th ey canno tbeco mpacted back t oth eir natural dense s tate anda reinneed of s tabiliza.to pr eventse ttlement.M r.A dams a ndWill of Lo ngs Ex cavating w ere adv ised of this.It was re commended th atso ft,loose,sa turated s ubgradeforpadsC ,4 a nd CA,4 be eit herremovedandreplacedw ith cru shed stone,mi xedwi th c rushed s toneandtampedwith a j u m ping jack.Willrequ ested t hat th is eng ineer obse r ve compaction of fo oting C.5.P umping was observedandth eabo ve rec o m mendatio ns w erem adefor th isfoo tingas w ell.It wasa lso re com mended t hatGa bion rockco uldbedri venintoth esoftsat uratedlayers t ostabilize th eso ils.Bo th W ill and M r.Adams req ue stedth at t hise ngineerreturn later inth e d ay .T heno rtheastco rner of pad C A,4 ha s beenex cavatedas part of t hed rain ins tallation .Johanaso f H ydera ndWill of Lo ng's wer ea dvisedth atwe nee d totakea cl oser lo ok before p lacing pad .F ie ld e ngineerreturned tos ite a t(hee nd of th e da yasrequested.Ac cordingtoWillandJoh anas the s u bgrade of footingsC ,4 ,C A,4 and C,Sh ad be ens tabilized by d rivingsm all boulders and Ga hion rockint o theso ils w ith a backhoe buc ket.Ap proximately 3 feet of 3/4 inch cr ushed s tonecompactedw ith av ibratory p latehadbeen pl a ce dbeneat h foot ing C ,S and ab o ut 8inches beneath foot ing CA,4 a nd C,4 .Th e s ubgrade appearedtobe st abile.Pocket ovcrcxcavationof pa d 8 ,5 was pe rformedtoa bout 6 feet be low th eex isting ex cavation s lope s urface intonatural. gre en,tan,red,s ilty sa nd a nd g ravel w ith cobb les a nd bould ers.Th e s u bgra dea ppeared to be looseand sa tu rate da nd w as stabili zed byd r iv ing s mall bouldersa nd Gab ion roc kint oit.T his e ng ineer o bservedthe s tabili za tionpr oce s s,3/4 inchcru sheds tone wa s p laced o verth e bouldera nd Gab ion as recommended .Jo hanas a dvised not tocu t e mbankme ntbe rms.R ec ommend e dc on tainingrock un til backfillplac e d aro undth em . T ype and number of earth movin g units:I-\I'alkhchinu v ibratorysheepsfoot,l -l.arge G1S ~:!20B hoc.l -Lca dcr .I -Jumping j ack.l -Tunle plate Weather:~S u nny o C lo udy DRai n o S now T emp:80° Ihis It':P011 presen ts opi nions form eda s a result o f OUf obs ervat ions .We ha ve rchcd Oil the c ontra c torto co nt inuethe work in acco rda nce wi th o ur recommend ation s d urin g limeswh en o ur obs erver is not cbscrv1Ill=ope rat i ons. IC opies To:N /A ~C ontractorAdvi sed o Full Time Observation D .Biviano Fie ld Engineer L8J Part Time Obs ervation Willi am H .Koechlein,P .E . Approved By To :D avidT horpe V ail A ssociates ,Inc . P .O .B ox7 Vai l,CO 81657 Koechlein C onsultingEn gineers Consultin g Geotechnical En gineers Job No.96 -187 Date 8/5 /96 Dail y R eport No.8 S heet 1 of I S ubjec t:Co nstruction Observatio ns Footing Subg rade L ionshead Go ndola T erminal Va il,CO F ield e ng ineer a rrivedon s ite as requested .T hi s e ngineerob serveds ubgra de a rea s for footingsB,4,A,4 ,A,3,andB,3.M ike Ad ams was advise d to b e carefuln ot to und ermine footin g pri sma nd co nfinement of stone beneath fo oting 8,5 w heno verexeavation footing B ,4 .M r.Adamswasa lso adv isedth at overe xcavation tosu mp grade would be n eeded for fo oting A ,4a nd AJ s ubgradeneeds to be overexeavated a tleasta foot and ob served b y th ise ngineer because th e south edge ha s b eencutforp lacement of C -3 .In addi tion ,Mr.Ad ams was a dvise dt o pl ace footin gs B ,5 and C,5 ass oon as p ossible.Mr. Adams re quested that fi eld engineer beava ilable to o bserve subgrade of footi ngs E,5,F,2,and F ,4 lateT hursda y morning thru early afternoon.Mr.Adams wo uldliketo contin uefield e ngi neers early mo rning visi tuntilth e footings ubgrade wo rkis completed .e Type and number of earth moving units :1·lh'o.I ·l.o adcr.I ·Chcrrypickcr Weather:[8:J Sunny o C loud y DRain o S now Temp:85° I his report presents opinionsfanned asa res ult of ou r obse rvations.We have relied onthe contrac tor to continue the work.III accordance wi th ourrecommend ations du ring times when our obse rveris 1101 ODSe l\i ll ~op eratio ns . IC opiesTo:N/A o Contractor Advised o Full Time Observation D .B iviano Field Eng inee r o Part Time Observation Wi lliam H.K oechlein,P.E. Approved By To:Da vid Thorpe Vail A ssociates,In c . P .O .B ox7 VaiL CO 81657 Koechlein Consulting Engineers Consulting Geotechnical Engineers J obNo .96 -187 Dat e8/6/96 Daily R eport No.9 Sh ecl I o f I S ubject:Const ruction Obse rvat ions Footi ng Subgrade L ionshead Gondo la Te rmin a l Va il.CO F ield e ng inee r a rrived o n s ite as requested to o bserve loot ing s ubg rades.Foo ting 13,4 s u bgradew as ovc rcxcavaied abo ut 2 feet ,stab ilized w ith bo ulder a nd G abion rock dr iven int o the s aturated so ilsfors tabilization and le veled with at lea s t 6in chesto afoot of 3 /4in chcr ushed s tone.F o otin gA ,4 s ubg rade w as overexcavated a bout 4 feet to t he s ump g rade a ndrepl aced wi th I foo t o f c rushed s tone.S ubgradeforfooti ng s A .3,3,B ,2,A,2,and A ,3 appeare dt obe natural d enseco mpac ted s ilty sa nd a nd grave l.Fo o tin gs A,2 a ndA,3 appearedto b es outh o fth e drain trench locatedo nth e n orth si de of th eex cavatio n . B oth M ike Adams a nd Will were advised that the we st sides of foot ing s 8 .5 and C.5 shou ld be back filled to footing grade and compacted to meet 98 %of theS tanda rd Proctor because thes tress pr ism may extend into t hatare a .They we re also advised tha t the bottom of t he 5 foo td eep sump between f.lgS B.4 and C ,4 s hou ld be stabilized with boulders and backfilled w ith compac ted fillfort he sa me reason .Use of on -site soi l a ndp ossible85 %com j!rtion requir em entsin the col umnp orti ons of th e building were dis c ussed as part o f the letter p lannedpert herequest of Jeff Felderman of Monroe &Newel l. Type and number of earth moving units:N/A Weather:r2?J Sunn y o C loud y DRain o S now T emp:85° I h IS report prC SC11l S opinions forme d os a re sultofourobse rvations.We have relied enth e co ntractor 10 continue the work i ll accordance \\nh o ur rec omm enda tion s du ring times wh en our o bscrv cr is no tobs cr'vill !-,operat ion s I Copies To:N//\ [;8:J Contractor Advised D Full Time Ob servation D .B iviano Field Engine er [;8:J Part Tim e Observation W illiam H .K oechlein,P .E. Approved By To :D avid Th orpe V ailA s sociates,Inc. P.O .B ox 7 Vai l,CO816 57 Koechlein Consulting En gineers C onsulting Geotechnical En gineers J ob No.96 -187 Date 817196 Dail y Re port No.10 Sheet I o f I S ubject:Con structio n Ob servations Fooling Subgrade L io ns head Gondo la T ermina l Vai l,CO Fiel d eng ineer a rrived o n s itea sre quested .Noa dditio na l foo tings hadbee n e xcavated .Foot ing B,2 s ubgr ade ha dbeencompacteda nd s ub g radeforpa ds A .2 a nd A ,3 had been compacted furth eras recomm ended pre viou sl y .Softsat urated spot s in s ubg ra de for footin gs B ,3 a nd A ,3cur ed andhardenedas a nticipatedand are s uita bleforfooting pl acement.DaveT horpe wasadvised o fthe 98 %compaction requireda long s idefootings B.5and C,5 because of thes tress prism M ike Ad amsrequested th at thi s en gi neer b e pre sento n Fr iday a t 10 :00 a.rn.to ob serve footingsu bgrade a ndrebar inth eso utheast area o f the s ite . Type and number of earth moving units:I -li ne .l-Loa dcr.l -Jurnpin g J ack I-T urtle plate .l -Vibratorv roller Weather:I:8J Sunn y o C lo udy DRain o S now Temp:80° Il us Il'PO I1 presen ts o pinions forme d as a result o f ou r obs erva tions .\VI;haverelied onthecontr acto r to contin ue the wml.:in accordance \\ith our recornrnen d ationsd uringtimes wh enour o bserve r is norob serving operat ions. I Copies To :N /A o Contractor A dvisedoFullTimeObservation D .B iviano Field Engineer o Part Time Observation W illiam H .K oechlein ,P .E. Approved By T o:D avidT horpe Vai l Assoc iates,Inc . P .O .Box 7 Va il ,CO 81657 Koechlcin Con sulting E ngineers Consulting Geotechnical E ngineers J obNo.96-187 Date Daily Repo rt No.I I Sh eet S ubject:Construction Obse rvat ions Lio nshead Gondol a Va il,CO 8/12 /96 I o f J Fie ld en g ineer a rrived o n s ite asreque st ed to o bse rve s ubgradefo r footings 13 ,I a ndC ,I .The foot ings h ad notyetbeen excavated as planned .Mik e Ad ams of Hyd e r sa idhe would ca ll tom orrow andthatfield en gin eerp robably w ou ld notbe needed untilWe dne sday . IType a nd numb er of earth mo ving units:N/A I W eather:@ Sunny D Clo udy D Rai n D Snow T emp:800 1 11 i ~re port presents opn uons form ed as a result of our observa tions.Wehave relied (I ll the contracto r to continue the work III a cco rdance w ith o ur reco mmendatio nsdu ring lime s when our obse rver is not obs ervingopera tions . ICopies To:N/A [g]C ontractor Advi sed o Full Time Observation D .Biviano Field Engineer [g]Part T ime Observation Wi lliamH.K oechlein ,P.E . Approved By To:DavidThorpe VailAssociates,Inc. P .O.Bo x 7 V ail,CO 81 657 Koechlein Consulting Engineers Consulting Geotechnical Engineers Job No.96-187 Date Daily Report No.12 Sh eet Subject:Co nstruction O bservations Sub grade andReb ar LionsheadGon dola 8f15/96 I of I Fielde ngineer arrived onsiteas requested .T his engineero bservedthe 1.25:I c ut s lope.The s lopes a ppeartobes tabile a ndno sig ns of s loughingo r instab ilitywe reob served.Footingswere placedatgridl ines B,5 and C,5w herethes lopehadbeenoverexcavatedan drepl acedw ithcrushedstone .M ike Adams o fl-Iyder coo rdinatedtom orrow's testing e vents withthi sengineer. Type and number of earth moving units:l -Caseand backhoes Weather:o S unny o C loudy DRain o S now Temp:SO c "I his repor t presents o pinions fanned as a re sulto f ou r o bse rvatreu s.Weha ve relied on the contractor 10con tinue 111('work ill ac cor dance ;,\'ilh OUI recomm endatio n s d uring l i meswhenc ur o bserve r isnot o bserving o perations. Copies To:Ch uckFeldman withth eTow n of Va il ~Contractor Advised o Full Time Observation D .Biviano Fi eld Engineer ~Part Time Observation Will iam H.Koechlein.P.E. App roved By To:David Thorpe Va il Assoc iates,Inc . P.O .Bo x 7 Vai l,CO81657 Koechlein C onsulting En gineers Consulting G eotechnical E ngineers Job No.9 6-187 Date 8/16/9 6 Dail y Rep ort No.13SheetI o f I S ubject:Co nstru ction Observa t ions Foot ing Subgrade L ion shead Gondola Te rm inal Vail ,Colorado Fie ld e ngineer ar rived on s ite asrequestedbyMikc Adams o f Hyde r toob se rve foo ting s ubgrade a ndrebar.S ubgrade and rebar wa s observedan d co ntinuous footingpads al onggridlinesD5toE5a nd E5to E4 .T he subgradc co nsisted of thenatu ral d enseco mpactedred,s ilty sandand graveland a ppearedto h e beneath th e layero fcovere dtop soil.1ntheopini on of th ise ngineer,thes ubgrad e app eared to besu itablefor footing placem ent.Horizontal rebarfo rtheab ove footings appeared to have beenplaced asshown in the on-s ited rawings. Type and number of earth movin g units:l-Cascand Backhoe Weather:I:8J Sun ny D C loudy DRain D S now T emp:75 ° I hi)report IJr CSCI1!S o pinions fann ed as a re sult of 0 111"o bservations.Wehave relied 01 1 the contrac tor 10 continue the wo rk in acc ordance w ith o ur recommendat ions d uring tim e s wh en o ur observer is not o bser vingo perations Co piesT o:ChuckFeldm an with the Town o fVa il [8]C ontractor Advised o Full Time Obse rvati on D.Biviano Field Engine er [8]Part Time Obs erva tion WilliamH .Kocch lcin,P.E. Approved By Pr inted by Charlie Da v is 8/12/96 1 :02pm --------..--..---...---------a ------- From :Charlie Davis 1IJ T o:J effA tencio Subjec t:VAIL COMMONSF IRE P RT ===NOT E================================ Jeff I h ave noticed that pe rmi t # M96 -0114 ,M96 -001 S,M9 6-0 016 have b e en approved by you.I have a ll th r ee sets of pl ans tha t re late to t he Fire pro tection systemh erei nmy o ff ice . Would you like t o review these?If all i s set with you Iwi ll neeed for you to come ands tampt he plans a pproved b y the Fire Dept before I i s sue the p ermits.Thanks C .D. Page:1 Vail Associates,Inc. July8,1996 Mr .DanStanek Town Of Va il Department Of Community Development 75SouthFrontageRoad Vail,CO 91657 Owners and Operators of Vail,8eiJo<er ((ee~sescrt and Arrowhead Mountain"" RE:LionsheadGondolaTerminal Recreation TaxCredit DearDan: Vail Associates ,Inc .ispreparingtoinvestover$600 ,000 to construct thenew LionsheadGondolaBaseTerminal.Theterminalwillprovideaccesstothenew gondolawhichwillimproveaccesstoVailMountainforTown of Vail residents and guests.Webelievethatthisimprovementfallswithinthe guidelines of the Recreation Districttaxcredit. TheTown of VailOrdinance -3.36060allowsfora50%reductioninthe Recreation District assessment basedon reasonable discretion in consideration of theuse of a facility .Sincethegondola providesaccesstowinterand summer recreation fromthe Town of Vail,itstandstoreasonthattheterminalwouldfallwithinthespirit of the ordinance . Vail Associates,Inc.thereforerequeststhattheabovereferenced reduction inthe Recreation Districtassessmentbegrantedtothisproject.Your consideration is appreciated. ~ 1 "9 weU D A.UI ~1so(IWlPlONSHIP'S VA llll unlCUU COL a I l oa sm''''I~~- avidE.Thorpe,ProjectManager Planning Design &Construction File:Q578-107.1 po Box 7 •Vail,Colorado .B1658'phone970476 5601 GeorgeRuther-TOV BetsyCole JackHunn ...... 42 West Meadow Drive Vail,Colorado 81657 970-479-2250 V H1L r 1('l:;1:,J.Ji::.r I• • VailFire Department TO: FROM: DATE: REo' MEMORANDUM DAN STANEK,CHIEF BUILDING OFFICIAL MICHAEL MCGEE,FIRE MARSHAL /J JUNE 18 1996 .U!!-----,. PLAN CHECK FOR VAIL ASSOCIATES GONDOLA /TUNNEL We have reviewed the plans submitted for the Vail Associates Gondola and have made the following comments: 1.The combined square footage ofthe basement and the tunnel is 6000 sq.ft:The plans do not show any doors on either end ofthe tunnel The total "area"may bewell over 6000sq.ft.. 2.We would like tosee mechanical ventilation in tJu tunnel or demonstrate the proposed system is capable ofproviding adequate smoke exhaust.The 271+travel distance in the tunnel does not include egress from the basement ofthe gondola up a spiral staircase nor does it include egress from the basement ofthe existing gondola building.Smoke inthls environment would pose an unreasonable risk. J.The emergency generator in the basement ofthe gondola is not separatedfrom the rest ofthe room. The noise factor alone would make emergency operations very difficult when the generator is operating.The "open room"design would appear toleave the opponunity to become a "catch all"with combustible material without a rated enclosure between the generator and the rest ofthe room. 4.UBC 3805(c)would appear to require a standpipe /fire hose valveat the spiral stair and at the entrance to tire tunnelfrom the existing gondola building.As currently designed,there is no fire hose access tothe basement I tunnel area.UnderUFC 1 lJ.S03(b),the standpipes I fire host!valves could be required due to inaccessibility. 5.We would recommend atleast one sd ofdoors on the portal (entrance)to the tunnel In anticipation offrequent transfer Of materials I supplies through the tunnel,we suggest the doors beon automatic closures with magnetic hold-open devices. 6..Fire alarm andfire sprinkler shop drawings should be submitted soon.We recommend a conceptual review prior to development ofshop drawings. TOTAL P.01 Tow n of Vail 2 5 Sou th Frontage Road Vail ,Colorado 8165 7 (303)4 79 -2138 Plan analysis based o n t he 1991 Uniform Building Code Projec t Number:prj96 0 099 Address:Lionshead Mall Contract o r:HYDER CONSTRUCTION Arch ite ct :MELICK Engineer:WIL LIAM NEWE LL NOTE:The code items lis ted in this report listing of a ll possible code requiremen ts sel e cted sec tions of the code . Name:LIONHEAD GON DOLA Date:June 13,1 996 Occupancy:B1,A3,B 2 Type of Const :II -N Plans Examiner:DAN S TANEK are not intended t o be ac omplete in the 1991 UBC .It is a guide to The actual height of this building is The maximum height of t he bu ilding is EXTERIORWALLF IRE RATINGS AND Table 17-A &Table 5 -A 36.0 f e et . 55.0 f eet.--Table OPENINGPROTECTION 5 -D NORTH EAST SOUTH WEST OCC BRG NON -BRG OPNG BRG NON-BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG WA LL WALL PROT WALL WALL PROT WALL WALL PROT WALLWALL PROT B1 Ohr Ohr None Ohr Ohr None Ohr Ohr None OhrOhr None A3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr No ne B2 Ohr Ohr None OhrOhr None Ohr Ohr None Ohr Ohr None Th e ex te rior wa l ls are req ui red to be of NO NCOM BUSTIBLE mat erial.Sec .1901. OTHER BUILDING ELEMENTS Table l7 -A ELEMENT MATERIAL RAT ING NOTES Interior Bearing wa ll Noncombust ible 0 h r Interior nonbrg wal lNoncombus tibl e0 hr See Foo tnote #5 Structu ral Frame Non combus tib le 0 hr Exterior Struct Frame Noncombustible 0 hr See f ootnote #1 Floor/Ce i ling Assembly Noncombust ib le 0 hr See F o otnote#9 Roof/Ceiling Assembl yNo n combu stible 0 h r Stairs Nonco mbustibl e No ne FOOTNOTES: 1)Elements in an exterior wall located where openings are not permitted or where protection of openings is r equired,shall be protected agains t external fi re exposure as required f or exterior bearing wall s or the s tructural f rame ,whichever is g rea te r.--Table 17 -A,footn o te 1 5)No nload -b ea ri ng wal ls within a t ena n t space that are not p ar t o f a l hr corridor may be of: a)Noncombustible (non rated)mater ials b)F i re re tardan t-treated wood c)One -hour con struction (any ma te r ial)Sec.1705 .(b)l. 9)In areas withv eh icl es or a irplanes,t he fl oo r su rface shal l b e of noncombustible,nonabso rbent mate r ials.--Se c.70 2.(c)&902.(b) 11)A se lf-c losing,1 3/4 inch thick solid core o r noncombustible door i s required between the basement and the 1st floor . --Sec .17 03. 17)The cei ling of the basement i s required to be protected wi th l hr fire- resistive c onstruction a nd doors t o bas ements are requ i red to be of noncombus t ible cons truc tion o r 1 3/4 inch S .C.wood .--Sec .1703. ADDITIONA L SEPARATIONS FORB1 OCCUPANC Y: A 1hr occu pancy separat ion is requi red a round rooms con ta ining a bo iler o r ce ntral h eating unit gr ea te r than 4 0 0,000BTU i n put .--Sec.708 . EXIT REQUIREMENTS : FL NAME OC CUPANT LOAD NUMBER EXIT REQUIREDWIDTH PANIC HDWR RATED DOOR CORRIDOR SWING NOTES 1 Lobby to Assembl y 286 2 4.8 YesYes Ou t 4 1 Gondola chai r 211 0.3 No No N/R TOTAL 307 25 .1 YesYes Ou t B Off i ce 151 0 .3No No N/R B S to rageck Room -1 1 -0.0 No NoN/R T OTAL 1 4 2 5 .1 No NoN/R Rated corr idors a re to have1 hr f i re protectio n o n b oth sides o f wa lls 'and cei l ing .--Sec .33 05.(g)Doo r o penings a re r equ ired to be protected. wit h 2 0minute assemblies and window open ings ar e requi red to be protected with l ab el ed3 /4 hour assemblies.--Sec .3 305.(h) I n areas whe re 2 exits are req uired ,themin imums ep ara tion is 1/2 of the maximum diagonal o f t he a rea or f loor .--Sec.3303 .(c l Door swing is based on Se c .3 304.(b)except as noted. Occupant load is based on Table 33 -A. Number of exits is based on Table 33 -A except as noted. Exit width is in feet and based on Sec.330 3.(b). Exit wid th is to b e divided approximat e ly e q ua lly among ex its . Width shown for al l areas is based on other e xi ts.(0.2 ) Width shown for 1 st floor i s based on other exi ts .(0.2) Width shown for other floo rs &b asements is based on stairways.(0 .3) Fort he min imum wid th of doo rs ,see Sec.3304.(f) Fo r the min imum wi dth of c o rridors ,see Sec.3305.(b) For the minimum width of stairways ,see Sec.3306 .(b ) FOOTNOTES : 4 )Panic hardwarei s b asedo n Sec.331 7.(d ). See except ion f ormaine xit in A -3 occupa ncie s and c h urches. HANDICAPPED ACC ESS : 1)Handicapped ac cess is required to at leas t one primary en trance to this building.--S ec .3 103.(al &(b)3. 2 )If a r amp i s us ed for handicapped access ,t he maxs lope is 1:12.--Sec 3307 .(c) Handicapped access may not be required t o l ev el s other t han the pr imary en try level.--Sec .3103(a)exc #2 STAIRNOTES: The maximum r ise of a step is 7 inches and t he minimum run i s 11 inches . --Sec .3 306.(c) Theminimum width of a stairway is 36 inches ,4 4 inches i f the o ccupant l oad i s greater than 4 9.--Sec .3306 .(b) Also see ex it tablea bovet o see i f minimumwi dth i s greate r t h an 44 inches. Provide handr ail s on both sides of as tairway 34t o3 8 inches above the nos ing . (May b e on o ne side if l ess than 44i nche swid e)..Sec.3306 .(j) Pro vi de a guard rail wh ere drop off is g r ea ter than 30i nches .Minimumh e ight =42 inches ,maxi mum o pening size =4 inches ...Sec .1 712 .(a ) The minimum headroom is 6 ft .-8 inches ...Sec .3306.(0 ) Enclosed usable space under the stai rs is requi red to be protected as re qui red f or 1 hr fire -res is t ive c ons truc ti o n.--Sec .3306 .(1 ) Prov ide a landing wi t hin1 inch (1 /2 i nch at doo rs used f or hand icapped acc ess)of t he t hresh ol d.--Sec .3 304 .(il The minimum wid th i s same as door wid th andt he minimum length is 44 inches . --Sec .3 304.(j) The ma ximum trave l d is tance in t h is b ui lding i s 1 50 f e et. --S ec .33 03.(d) ROO FING REQUIREMENT S: 1 )Th er o ofing o n thi s bu i ld ing i s re quired to be Clas s B or better . --Ta bl e3 2-A 2 )See s e ction3 20 4.and I CBO research repor tsf or requ iremen ts. WA LL AND CEI LING FINISH: 1)Wall and ceiling f inish materials a re required to comply with Sec .4 204 .(a)and Table 4 2-B . 2)Carp et ing on the ceiling is required t o have a Class I flame s pread rating .--Sec .4204 .(b) 3)Textile wall c overings shall have Class If lame sp r ead r ating. and shall be pro tected b y automat ic sp r inkl e rs or me ett he accept ance crit eri ao fU.B .C .StandardNo .4 2-2 --Sec.4 205. INSULATIONNOTES: 1)All i nsulation materi al i ncluding f acingsa re r eq u ired to have a f1ame- s pread rating o f 25o r less and a maximum smoke densityo f 450. --Sec.1 714 .(c) 2)Fo am plas tic ins ulations are required to be p ro tec ted .--Sec.1 71 3. GLA ZING REQU IREMENTS: Al l gla zingi nh azardous l ocati ons i sr e qu ired to be o f sa fety gla z ing ma ter ial .--Se c.5 40 6.(d) ADDITIONALREQUIREM ENTS: For Bl occupancy Devices generat ing ag low or flame a re r eq ui red to be 1 8 i nches above the floor._.Sec .708 . Theminimum clear height i s required to be 7 feet.Sec .709.(c)5. Parking garages r equire a v en til a tions ys tem that exhausts 1.5 cfm per s q .f t.o f flo or area .--Sec .7 05.(b)2 . HANDICAPPED REQUIREMEN TS: NO TE:Section numbe rs listed below are from ANSI Al17.l -1986 WATER FOUN TAINS: 1)One must have a spout within 36 incheso f the f loo r.--Sec.4.15.2 2)Spout mus t be at t he fron t o f th e u nit ...Sec .4 .1 5 .3 3)Con trols must be at or near the front of t he uni t ...Sec .4.15.4 & 4 .25 .4 4)A cant ilevered u niti s required to prov ide a clear area under the unit of 27 i nches high,30 inches wide ,a nd 1 7 i nches deep ...Sec.4 .15.5 (1) 5)A clear area of 30 X 48 inches i s required at t he founta in .The clear a rea i s required to provide for a forward approach with a cantilevered unit and for as ide approach otherwi se ...Sec.4.15 .5 &Fig.27 b,c,d TOILET FACILITIES: 1 )A 5'd iame te r unobstructed turning s pace is requ i red in t he toile t room . ..Sec.4.2.3 &Fi g.3 (a ) 2)When water closet i s not in ac ompar tment,the c lear area required is : a )48i nc hes wide by 56i nches deep with as ide approach . S ec.4.16.2 &Fig .28 b)48 in ch es wideb y6 6 inches d eep wi t ha fro nt app r oach . Sec.4 .16.2 &F i g.28 c)60 inches wide by 56 inches deep wi th b o th approaches. Sec.4.16 .2 &F i g .28 d)S ide bar is requ i red to s tar t wi thin 12 inches of t he back wall and ex tend t o5 4 i nches from the back wal l.--Sec.4 .16 .4 &Fig.29 The r ear bar is requ ired to be 3 6i nches long.--Fig.29 3)When water closet i s i na compartmen t ,the a rea requ ired is : a)56 i nches deep b y60i ncheswide with a grab ba r at the back and one at the s ide.Door is at fr on t or s ide .--Fig .30(a)or b)66 i n c h es deep b y3 6 or 4 8 i n ches wide wi th grab bars on both sid es and door a t front .--Fig .30 (b) d)If a floo r mounted water c lose t i s used,the dep th dimension shown above must be i ncrea sed3 i nches.--F i g.30(a)&(b) e)S ide bars are requ ired to start wi thi n 12 i nc h es of the back wal l a nd extend to 54 inches fro m the b ack wall .--Fig .7.56a &7 .5 6b Th e rear bar i s required t o s ta rt within 6 inches of the side wall and be 36 inches long.--F ig.30(a) 4)Th e bars are to be 33 t o36 inches above t hef loor .Fig .29(a),(b)& Fig.30 (c),(d) 5)The t op of the seat on the water c loset is requi red to be 1 7 t o 19i nches above t he f loor ...Fig .29(b)&Fig.30(d) 6 )Ur inals are required to be stal l type or have an elongated rim a nd be within1 7 i nche s of the f loo r.Sec .4.18.2 &Fig .29 (c ) 7)A clear area of 30X48 inches is requ i red in front o ft he urinal. --S ec.4 .18 .3 8)Accessible lavatori es shall provide a clear area under the lavatory o f 29 inches .--Sec .4 .1 9.2.1 &Fig .31 9 )Ac l ear are a of 30 X48 inch es i s required in front o f the l ava to r y. --Sec.4 .19.3 &Fig.32 10 )The bottom of mirror i sr equ ired to be within 40 inches of the floo r . ..S ec.4.19 .6 &Fig.3 1 JUN 29 '96 10:13AM VA PLAN DESIGN CO NS ,. Vail Associates,Inc . P .2 .......................,,. June29,1996 Mr.DanStanek Town Of Vail DepartmentOfCommunity Development 7S SouthFrontageRoad Vail,CO 9 1657 RE:LionsheadGondola Terminal EgressIssues •' DearDan: As Requested inourmeetingofJune25,1996,the following isasummaryoftheagreed method of assuringadequate egress fromthetunnel between thenewgondolaterminal structure andtheexisting gondolabuildingatLionshead: I .Thetunnelwill be constructed with I1/2 hourrateddoorsateachendonmagnetic hold opens connected to the smokeandfirealarmsystem in thetunnel. 2.MelickAssociateswillprovide additional floor plans indicating two meansofegress fromthe (tunnel's)entrance of theexistingbuilding to theoutside.Oneshallbe to the NorthandoneshallbetotheEast. OW/le'un=Op,,..,,,,of 3.Theegresspaths willbeupgradedforexitsignageandlighting. Va iLs..Y<!,C'eek"R..OIi ond J.rmwIw..a I,,,)u ,'to l.~4 .Yoder Engineering willprovide calculations fortheirairexhaust planforreview by MikeMcGeeoftheVailF ire Department. S.Afuturemeetingwill be convenedtogothroughthe fireprotectionsystem design. We willsubmit revised plans notingthesechanges.Pleasecontactme ifthereare any further issues needing attentionpriortotherelease of a building permit. ~ I.Jtlflw.U ~I~' If:!OII.MnO:Oj!lfi n.llllu\UmU ,,~~I ,•I ~.. DavidE.Thorpe,ProjectManager Planning Design &Construction File:Q578·107.1 PO Bex 7 .V.ii.Co iorado .81658·pho ne 970476 5601 cc::Mike McGee-TOV Chuck.Feldman-TOV GeorgeRuther -TOV ChipMelick -MelickAssociates Steve Boyd.Yoder Engineering BetsyCole JackHunn Owners and Operators of Vail,BeaverCreekc Resort and Arrowhpad Mountain'" Vail Associa tes,Inc. June 29 ,1996 Mr.Dan Stanek Town Of Vail Department Of Community Development 75 South Frontage Ro ad Vail ,CO 91657 RE:Lionshead Gondola Terminal Egress Issues Dear Dan: As Requested in our meeting of June 25 ,1996 ,the following isa summary of the agreed method of assuring adequate egress fromthe tunnel between thenew gondola terminal structure andthe existing gondola building at Lionshead: I.The tunnel willbe constructed with I1/2 hour rated doors at each endon magnetic hold opens connected tothe smoke andfire alarm system inthe tunnel. 2 .Melick As sociates will provide additional tloor plans indicating two means of egress fromthe (tunnel's)entrance of the existing building tothe outside .One shallbetothe North and one shall betotheEast . 3.The egress paths willbeupgr aded for exit signage and lighting . 4.Yoder Engineering will provide calculations for their air exhaust planfor review by Mike McGee of theVa il Fire Department. 5.A future meeting willbe convened togo through thelire protection system design. Wewill submit revised plans noting these changes.Please contact me if there areany further issues needing attention prior tothe release of a building permit. 1999 \II'OKLD ALPINl sn CKA ~P IOI<I.\II[PS VAILIIE.\VE ICI1H File :Q578 -107 .1 POBox7•Vail,Colorado.8 1658·phone9704765601 cc:Mike McGee -TOV Chuck Feldman -TOV George Ruther -TOV Chip Melick -Melick Associates Steve Boyd-Yoder Engineering Betsy Cole Jack Hunn ..'." Va il.Co lorado IA:,IVt:T .Colorado Monroe &Newell Engineers,In c. FIELD REPORT Date :August14,1996 Project:LionsheadGondolaBase Weather:Sunny PresentAtSite :MikeAdam,Hyder Construction Project #3158(FR-2) Location:Vail,Colorado Temp :80·at10:00 A.M . To :Melick &Associates 1620 Market Street Denver,CO80202 Thefollowingwasnoted : I.ThereinforcingandformworkfortheindividualfootingsfromGrids2to5andGridsAto CA and continuous footingsalongGrids C.7and2wereobserved . 2.Only(8)-#8verticaldowelsforthepilastersatGridsD/2,D/4,D/5andE/2hadbeeninstalled. The contractor wasinstallingtheremaining(4)-#8attheselocations . 3.The contractor haddrilled,butnotyetepoxiedthehorizontaldowelsalongthesouthside of the gondola footingatGridC/3 . 4 .The contractor wasintheprocess of installingformworkandsecuringreinforcingatthe footingatGridB/2 . 5.Nootherexceptionstothestructural documents werenoted. ;(JJ KeithOxe ~r Copies :Kevin,Hyder Construction (303/825-3223) TimGillis,Monroe &NewellEngineers,Inc.(303/623-6602) ChuckFeldman,Town Of Vail (970/479-2157) 7 0 Bcn cb m a rk !l oa d .S rri t c:2 0 4 •1'.0.Box 1 59 7 •AV OIl ,C o l o ra d o8 1620 •(9 70 )94 9 -7 761>•FAX (9 7 0)94 9-';05 ,j •Vail.Col o rado I Jenver-,Co lo rado Monroe &Newell Engineers,Inc. FIELD REPORT Date :August14,1996 Project:Lion shead GondolaBase Weather :Sunny PresentAtSite :MikeAdam,Hyder Construction Project #3158 (FR-2) Location :Vail,Colorado Temp:80·at10:00 A.M . To :Melick &Associates 1620MarketStreet Denver,CO80202 Thefollowing wasnoted : 1.Thereinforcingandformworkfortheindividual footingsfromGrids2to5andGridsAto CA andcontinuousfootingsalongGrids C.7and2wereobserved . 2.Only(8)-#8 verticaldo wels forthepilastersatGrids0 /2 ,0 /4 ,0 /5 andE/2 hadbeeninstalled. The contractor wasinstallingtheremaining (4)-#8at theselocations. 3.The contractor haddrilled,butnotyetepo xied thehorizontaldowelsalongthesouthside of thegondolafootingatGridC/3 . 4 .The contractor wasintheprocess of installingformworkandsecuringreinforcingatthe footingatGridB/2. Keith0 Engineer 5.Nootherexceptionstothestructuraldocumentswerenoted . Copies:Kevin,Hyder Construction (303/825 -3223) TimGillis,Monroe &NewellEngineers ,Inc.(303/623-6602) ChuckFeldman,Town Of Vail(970/479-2157) 70 Ren c hm a rk Road •Su ite 2 0i •P.O .B ox 1 597 •A vo n ,Co lora do 8 1620 •(9 70 )9 ·i9 -77 6 8 •FAX(97 0)949 -40 54 Monroe &Newell Engineers ,In c. FIELD REPORT Vail.Colo r-Ida D enver .Colo rado Date:August 23,1996 Project :Lionshead Gondola Base Weather:Sunny Present AtSite:Mike Adam,Hyder Construction To :Melick &Associates 1620 Market Street Denver,CO 80202 The following was noted : Project #3158 (FR-3) Location:Vail ,Colorado Temp :75 ·at10 :45 AM. 1.The reinforcing and formwork forthe columns on Grids C.2/3,Al3,B /2,Al2,A8/1 ,B .8/1 andthe plaster at Grids D /4 were observed. 2 .The sonotubes on the columns at Grids A8/1 and B/2 were installed . 3 .The contractor was in the process of installing formwork during thesitevisit. 4 .N oexcep tions to the structural documents were noted . IffKeith0 Copies:Kevin ,Hyder Construction (303/825-3223) TimGillis,Monroe &Newell Engineers,Inc .(303/623-6602) Chuck Feldman,Town Of Vail (970/479-2]57) 7 0 B c n ch rn a rk !l oa d.S u i r c2 04 •1'.0 .B o x 1 59 7 •Av on .C o lo ra do H 16zo •(9 70 )94 9·7 768 •FAX (970)9 49·4054 REPT131 TOWN OFVAIL,COLORADO 05/08/2000 08:56 REDUESTS -INSPECTN WORK SHEETSFOR:5/8/20 PAGE 1 AREA:CD Activity:B96-0150 5/8/20 Type:COMBUILD Status:ISSUED Constr:NCOM Address:600 LIONSHEAD MALL Location:VAIL LIONSHEAD FIL 1 LOT TR. Parcel:2101-072-07-009 Dec:Use:II I-HR Description:LIONSHEAD GONDOLA TERMINAL BUILDING Applicant:HYDER CONSTRUCTION,INC Phone:3038251313 Owner:VAIL CORPORATION THE Phone: Contt'act or:HYDER CONSTlWCTION,INC Phone:3038251313 Action:DN DENIED ALL OF LOWER WALL EXCEPTEASTUPPER WA Rction:DN NOl READY Action:PA line D-E,2-5 Action:APPR APPROVED Action:DN NOT READY Rction:PA eng field report/due Action:PR LINE 1-5 &SOUTH STAIRS Rction:PA SOUTH TUNNEL LID Action:APPR APPROVED INTERIOR NON BEARING LOWER WALL Time Exp APPROVED TWO SOUTli COLUMNS FRRMING CONTROL RM8 ONLY APPROVED Phone:303-88&-1709 Action:APPR Action:PA Action:APPR Inspection Request Information ••••• Requestor:RONNIE Req Time:01:00 Commen~s:WILL FOR lPM Items requested to be Inspected .•.Action Comments 00540 BLDG-Final C/O =Brrt/LJ----.£.D-=.~\~;~;-j-.'.__-~·tr- ~~:~~~:~~~:~~~,~:~~~~~:~:.-:::::---.-----~--~L~Y5t-~-5-------- 12/04/'.In,peetor,LO Acti~APPR APPROVED Item:00010 BLDG-Footings/Steel 07/30/96 Inspector:CF Action:DN DENIED Notes:NOT TO APPROVED PLANSBUILTTO CONST DRAWINGS DATED 7/12 08/05/96 Inspector:CF Action:DN DENIED Notes:COLUMN HAS 36 VERTS AND PLAN CALLSFOR 42 PAD HAS 54 VERTS AND PLAN REQUIRES 62 08/14/96 Inspector:CF Action:NO NOTIFIED Notes:REVISED FOOTING/FOUNDATION PLANSWILLBE SUBMITTED PRIOR ANY FURTHER INSPECTIONS PER DAVE THORP ENGIMONROE)WILLSUBMITLETTER APPROVING CHANGES TO FOOTING/FOUNDATION ALREADY POURED 09/11/96 Inspector:CF Action:PA Item:00020 BLDG-Foundation/Steel 08/1~/96 Inspector:CF Action:APPR APPROVED Notes:need englspecial inspectors)inspection report of pad \"e in force ment 08/22/96 Inspector:CF Notes:COLUMNS ARE OK AND 08/30/96 Inspector:DS 09/03/96 Inspector:DS 09/19/96 Inspector:CF 10/02/96 Inspector:CF 10/04/96 Inspector:CF 10/09/96 Inspector:DS 10/15/96 Inspector:DS 11/04/96 Inspector:CF Notes:ELEV SHAFT WRLL AND Item:00520 PLAN-ILC Site Plan 11/25/96 Inspector:DOMINIC Action:APPR APPROVED Item:00030 BLDG-Framing 10/31/96 Inspector:DS 02/18/97 Inspector:DS Item:00060 BLDG-Sheetrock Nail 11/08/9&Inspector:EG REPT131 TOWN OF VAIL,COLORADO 05/08/2000 08:56 REQUESTS -INSPECTN WORK SHEETSFOR:5/8/20 PAGE2 AREA:CD ========================================================.==========~============= Action:DN DENIED DOORS REQUIRECLOSURES,GATE REQ.AT 1ST BLOCK BASEMENT ENTRY AND REMOVAL OF OLD F C'f'\T· notice on 50K LOC APPROVEDAction:APPR "10070 BLDG-trlisc, 08/07/96 Inspector:CF Action:NO N01IFIED Notes:RECEIVED ENG LETTER REGARDING GONDOLA F-OOTING ALSO NEED REVISED DRAWINGS OF STRUCTURALS 11/04/96 Inspector:CF Action:APPRFENCE MUST BEINPLACE NDtes:COMPLETE FENCE PRIOR TOCHAIR 8 OPENING 11/07/96 Inspector:CF Action:APPR IN1ERIOR MASONARY WALL Notes:FINISH INS1ALLING BOND BEAM INSERT VERTS WHEN GROUTING 00090 BLDG-Final 00530 BLDG-Temp.C/O 12/04/96 Inspector:CF Notes:FOOD PREPAREA- LEVEL STAIRS TO DOORS REQ. GONDOLA BLDG-FIRE DEPT APPROVAL REQUIFED,MUST BE READY THE PUBLIC 12/06/96 Inspector:CF Action:APPR TCO PNDNG FOLLOW ISSUES Notes:THE REMOVAL OFALLMATERIALSREQUIREDFORTHE LIFT TESTIN ALL GENEAL CaNST.MUST BE COMPLETE GATE TO BASEMENT AT GRADE LEVEL EXIT REQUIRED(ONORDER) ENTRANCE TO AND FROM BLDG NEEDSTOBE GRADED FORACCESS PLANNINGDEPT.APPROVAL REQUIRED PRIOR TO A TCO BEING ISSUED BEFORE 7/1/97 00532 PW-TEMP.C/O 12/04/96 Inspector:LP 0053~PLAN-TEMP.C/O 11/25/96 Inspector:DOMINIC 00537 PLAN-FINAL C/O 00538 FIRE-FINAL C/O 00539 PW-FINAL C/O 00540 BLDG-Final C/O It elll: Item: I t em: It e nl : It em: It em: It em: Item: REPT131 TOWN OF VAIL,COLORADO 05/08/2000 08:56 REQUESTS -INSPECTN WORK SHEETSFOR:5/8/20 PAGE8 AREA:CF Dcc:Use: TERM.BUILDING Ph o'n e:3i{)3942-0727 Phone: Pllone:3\~3942-0727 LIONSHcAD GONDOLA BUILDING 2101-072--01-i,l109 PLUMBING WOHK FOR NEW GONDOLA TOTAL PLUt'lBING VAIL CORPORATION THE TOTAL PLUNBING Activity: Addt'ess: Location: Parcel: Desc r-i pt i on: Applic<?\nt: Ownet': Contractol~: P96-0135 5/8/20rype:B-PLMB Status:ISSUED Constr:NCOM Phone:303-886-1709 Action:APPR Action:APPR Time Exp ROOF AND FLOOR DRAINS APPROVED WA ERPRESSURE STURN DRAINSNEEDS TEST WATER TEST APPROVED (,SPSI AIRTEST APPR APPR APPR APPR Action:APPR Acti Action: Action. Action: Inspection Re qu es b Ln f o r-m ab i on •...• Requestor:RONNIE Req Ti e:01:00 Comments:WILLCALL IPM Items requested to be Inspected ... 00290 PLNB-Final inspection History ..... Item:00210 PLMB-Underground 09/10/96 Insp ctor~CF 09/11/96 Inspector:CF 09/13/96 Inspector:CF 10/01/96 Inspector:CF Item:00220 PLMB-Rough/D.W.V. Item:00225 FIRE-SPRINKLER ROUGH Item:00230 PLMB-Rough/Water 11/25/96 Inspector:OS Item:00240 PLMB-Gas Piping 11/11/96 Inspectorl CF Item:00250 PLNB-PooI/Hot Tub Il;em:00260 PLNB-Misc. 11/11/96 Inspector:CF '-Item:00290 PLMB-Final Item:00538 FIRE-FINAL C/O <. " .: PERMIT NUMBER OF PROJECT /-/0 -9-5'---- eTION REQUEST TOWN OF VAIL 479-2138 / CALLER READYFOR INSPECTION:MON J UES WED THUR FRI LOCATION :(,,00 4--0/\/4 1It&~ _____AMPM BUILDING: o FOOTINGS /STEEL o FOUNDATION /STEEL o FRAMING ROOF &SHEERoPLYWOODNAILING --------- o INSULATION o SHEETROCK NAIL _ 0 _ .RFINAL PLUMBING: o UNDERGROUND o ROUGH /DW.V._ o ROUGH /WATER _ o GAS PIPING o POOL /H .TUB _ 0 _ o o FINAL ELECTRICAL: o TEMP.POWER _ o ROUGH o CONDUIT o o FINAL _ MECHANICAL: o HEATING _ o EXHAUST HOODS _ o SUPPLY AIR _ 0 _ o FINAL _ jrll~P PR O V E D CORRECTIONS: o DISAPPROVED o REINSPECTION REQUIRED INSPECTOR Printed by Tom Moorhead F rom:Holly McCutcheon To :Holly McCutcheon SUb ject:fwd:VA L ICENSING ISSUES ===NOTE===============4!24 !9 6==3 :40pm== 04 .23.96 Spoke w!Sarah Miller re : modify ing licens ed p remise a t Gol de n Peak.Think about new Gondola Bu ilding in addi tion to Traills End.VA w i shes to lic ense and serve alcohol o nt he gondola.The top of t heg ondola is connect ed t o Eagle C ou nty licensed premis e,E agl e 's Nest and t he n ew ba se area woul d b e inside the T o wn o fv ai l limi ts . Addi tion of n ew restaura nt in Gondola B ay .Li c ense in two j urisdi c ti on s. Wha t would the TOV like t o s ee ? Fwd=by:=HOlly=MC Cutch=5 !0 1 !9 6==3 :01pm== Fwd to :Holly McCutcheon 05.01.96 Spoke w!Matt cook h e suggest ed we enter into an In tergovernmental Agreeme nt sett ing forth duties ,responsib ilities,who w ill be responsib le fo r w hat ,who w il l respond ,etc .one e n tity w aiving j uri sdictiona nd giv ing r esponsibility to t he other . S i milar situation done o na golf course that w as in c ity &county of Denve r and A urora.Contact Christine Mc K i nne y, City attorney in A urora for a copy of the IGA that was e ntered into 303.695.7000. F wd =b y:=Holly=McCutc h=5 !02 !9 6==4:22p m== Fwd t o :Holly McCutcheon,Tom Moorhead Tom,Ij us t r ead Art Abplanalp 's l e tter r egardinga nd appea l of a PEC dec is ion cen t ered around possible VA "n i g ht skiing "th oughtI should share my notes with you .FYI Page :1 .----- A.you m~y recall from pr~vfoua correspondenco associated with Voll AS IT ociates'effort to develop the open space surrounding Gore Creek with a Bleddinq area some years ago,th18 Firm represents Mr. and Nr •.David P.Ranebur9,your neighbors in that area.In a ssociation with the BUbjwct or this letter,we also represent Mr. Jay Jordan another of your neighbors,and our position 1s supported by,although wedo not repra8snt,Lion Square Lodge. Recently,Vail Associates has been 1n the process .~or developing and perm!tt1 n9 repleceml!nt or thQ Llonehead gondol a . Mr.and Mrs.Ran.burg havv requl!sted that we monitor and appoar on th lr tl.hal f in I!UII,ociation with the current proposlll for the propo8ed gondola.The location of the new gondola course Ie to be just .w at of tho exist!nq ChaIr 811ft. The Vail Planning end Environmental COlllJl\isslon And the Vail D8.19"Reviow Board have approved the applicAtion for the new 90n~la wIth a nu~b&r of conditions wh1ch are larqely ~elatDd to landfloaplng and appearance.Al though t.hore Wtlr9 or iqInally Ii nu~er of concorns which have been addres.ed by vall A••oclate8 and tb-Town of Vail,one concern waa not addressed which Mr.and Mrs. Ransburg,Mr.Jordan,and Lion Square Lodge f ael have the otentlal t o aff eo ~properties in the area.~hat i.sUG 1s the possibility th t the gondola lIIay b us.d in .88oc1at1on with night 8~J..1n9 through the Llonlh ad ski corridor and the associated 111u inatlon of tho LlonllheaC1 ski corridor in a m~nner siml1ar t o t..t visible from Inter.tate Hi9hway 70 at KGy8tona,In Summit county. A number o f cl~eum3tancac cau.e concern that night skiing may be on the agenda of Vail A5 8oel~tes for the Lionshead araa.Plrst, unlike other 1 1ft.on Vail Mountain,the new Llonshaad ~ondola fa being conscioumly equipped tox night use.because it 1s Intended to servo pereonA ~cin9 to and from th Game Cr~.k Club.A recent now8paper publ ication has confirmed that Vail Associates 1s conllidarlng prov;1ding night skiing at an undisclosed locat1on. When Vail AE~OciGt e atte ~pted to develop an area adjacent to your property for nlght-t!me activities,under intense lighting,the loc«tion whleh WAIII chollen was th.south side of Gore creek at PAGE 02 'UC....bN~: C.'OJ"'7.-b~OO 'TEL.teo••ca: i.TD)•.,•••7'. ttAJlC"N.t1W"toI C:''''''ICO ~~,.,..Irt 2•CHAP1 .:AN&DRISKO,LLC T .."VAlt a.....BUII.OINO SVITt:300 "10.50\1'"FllOfoI'''oc Ro..o 'HUT V""JL.t CO,,-OIltAtlQ elOli7 •970-476-B E:li8 L_Orr""". DUNN,ABPLANALP &CHRISTENSEN,P.C. Rei Va1l A~aociate3 L10nehead Gondola proposal "'C",L C'IMf...."'~ oJl"WV~.M4H""" ,/OWN W.D\lNN A"'ioIU.A.....~..p •.J". ,-ueH e.ew."'CNOCM CltANe t,"elf".'" 11.1:••':"C"lOCH'O" ,~_'.0'...... CHAP M AN&DR I SKO .LL~ P AGE 03 . 3 Lionohead.That proposal was generally objected to by property owner end residents In the area and was denied by the Town of Vorl,largoly because of thOse objections.Finally,Vail A680cletes has vigorously opposed our eu~g9stlon that the ~2 an n l n 9 and Environmental CommIssion impoee a condition that the use of th~ 90ndola could not e~tend to serving skiers (other than company employeee)betw8Gn sundown llnd sunrIse.These fact ors , particularly when considered 1n the aggregate,arG persuasive evidence that vall lIasoclates lIlay intend to use the gondola to upport night skling,and that possibility is one which Mr .and Mrs.Ran~burq feel should hQ brought to your ~ttention. Mr .and Mrs .Ran6burg,and Mr.Jordan,have appealed to the Vail Town Counci l·the refuaal of the Vail Planning and Envlro~ental Commission to impose the prohibition on USG of the new gondola for niqht skiing.The Lion Square LOdqe has indicated LtB Dupport tor that position.All are nowon record as r~uB.ting thG lmposition of the prohibition. The purpose of this letter is,therefore,both to advlz6 you of th plana of Vail A.uoc!ate8,8e they 8ee~to e~18t today,and to r guest that you communicate to the Veil Town Council your ." ~upport for the requested condition and prohibition on use of the new qondola for nIqht SKiing. If you wish to communicate with the Town CounCil,you may do so by mall a~the following address: Vail ~own Council 75 South Frontage Road West Vail CO 01657 or by teloeopi r to the following telephone numberl Voll Town Council . Vail CO Via Telvcopior to (970)479-2157 Should you nave sny qUGstions regarding this matter,you may, of course,con~ect mo.The pondlng appeal will elmost certainly be heard by th Town council on the 21st of Kay.Whether or not you have any i nterest in supporti ng this appeal,we would appreciete learning your position on that question not later than Friday,the 17th of May. Then~you for your intereat .c. \ -' I.Vi.•"."A'jtgL '.LLI • "Just crumble up the cork and sprinkle itonmy sa lad."-BillSr.J ohn a tth e Colorado Microbrcwcry Beer Tasting Bumper crop of babies in March Night skiing -being investigated again Vail Associates considerin g a toned-down plan ~::_'#.~ ,o :t, ;-: •By Allen Best Times Managing Ee/ieu r Vail Asso ciat es is srudying the p os - si bilityof lighted night skiing . Sou rces s ay that VA officials,ifth ey pursue theidea ,h ope tocr eare alighting system less obtrusive inthevalleybe low th an is found,forexa mple,at Ke ystone, one of th e pioneers of night s kiing .In Summit County,Keystone's light edru ns ca nbes een easi lyfrom Fris co and ot her d istant poi nts . No decisions h ave been m adea bout i h e l i ghtin g,a nd indeed ,n ofo rma l pro po sal h as b e en p ur to g eth er.Ni ght sk iing ,if i t pr oce eds,must fi rst b e ap provedbytheU.S .Forest Service and a public seeping pro cess. In s tudyingni ght skii ng,VA official s reportedly see it asa wayrop roviderec - reation forkidswho might o therwisebe tempt ed tow and er th estreetsinsearch of entertainment.Plus,visiting skiersarri ving rhar a fternoon could gel inabitofskiin g, recondirioning th eir legs,befor e launchin g int o ahilld ayo nthe mountain .• Nightski ingh a s been di scussedoccas - i on ally rhr ough the years,but nev er reachedthe sta ge o f a firm proposal.Nighl skii ngis identifiedasapo ssibility inth e Vail Moumain mast erp lan. Tomba and Mahan AlbertoTomba,theItalian Stalli on, an d a ll-lime ro deo co wboygre atLarry Mah an w ill be inth e valley rod ay, c uuiug cows a nd CUlling buffaloa ta r anchin t he wclc on area .Tomba ,of COl li se,h assignedan endorsement d eal with Vail Associates . • 75South Frontage Road Vail.Colorado 81657 970-479-2107/Fax 970-479-2157 May17,1996 Arthur A .Abplanalp ,Jr .,Esquire Dunn ,Abplanalp &Christensen,P.C . 108S .Frontage Road,Suite300 V ail,CO81657 Re:VailAssoc iates Lionshead Gondola Proposal DearArt : • Iamwriting in responseto yourcorrespondencetoSusanConnell y datedMay14,1996 .Thismatter is,asyoustateinyour correspondence,scheduled tobeheardby Town Council onMay21 ,1996 at the regular Town Co uncilmeeting. Weareunaware of any conditi onal usepermitorother limitation in existence as described inyour corres pondence. Very truly yours, R .Thomas Moorhead Town Attorney RTMlaw xc :Susan Connelly •• Facsimile Communication To:VAILTOWN COUNCIL Fax:97Q..479-2157 From:David H.PeaseJr.,Chairman/CEO Company:Pease Industries Phone:513-870-3601 Fax:513-870-3672 Date:05/17/96 Pages Including thl.cover page:1 A4 a long-standing prop rty owner at 454 Beaver CamRoad just east d Chair S.I st1auld like 10 comment on ttle possibility at lightiG night akilng beino started up by V..il AtsociatBs in the UOMtIead area. Respectfully.I should like to go on record .s 'trang£y oppo-'ng the start-up of /I lighted night activity at that SQrt on Vail Mountain,in the Won.head area or anyYtltlere el ••. For some numo.r of years I have been in discussion \Wh the TO'M'l of Vall ecncemlng low level la ndscape IIghtlng on our 0YIf1 property,and am very 'MIll aware of ttl.concern over night lighting expre.ud over many years by the Council.I would think that the brilliant lighting necsuary for we night ekiinij in the Uonshead .....,which is IUfTOUnded by ~ential propert:i••,wculc b.moat UITNIIlcome. Therefore.Iwould hope that the TCMn of Vail would head-otf Vall Associates from the possibility at niGht alciing aa ttl.n4IW gondola ia put in plaea. Sincerely , ~"1I.B-}. David H.Pit..Jr. ~ChainnaniCEO 00:AI1hur A .AbpI__p,Jr. OUNN.ASP1.ANALP &CHRISTENSEN.p.e. TOTR L F.01 •JK.ate JDeJrI1LocoeulJr €a • 2555 Oakwood SE,G rand Rapids.M ich i gan49506 pho ne 6 16-235-6163 ...fax 6 16-285-7933 May 21 ,1996 Vail Town Council 75 South Frontage Road West Vail,Colorado 81657 BY FAX Re :Night Use of t he new LionsHead gondola Dear Town Council : Asa more than 30-year part-time resident of Vail Valley,letmyvoicebe counted among those who vigorously oppose night lighting of thenew LionsHead gondola area.The intensity of illuminationandthe potential for adding n ight-time skiing and/or sledding areboth untenable prospects for theoverall well-be ing of t hetown . Ifthe gondola hastobelit upfor persons goingtoandfrom Game Creek Club (which I oppose , but which maybetoolateto stop),at least letthe use of night-time lightingendthere .It would be uglytolookatand irritating to listen to.ifpeople should be allowed onthe mountain inthe evening .Lettherebe some peace i n this beleaguered valley!Please! Itistimeto stop thinking theVail Valley should trytobeall things forall people. Sincerely, Kate Dernocoeur Tax-payer cc:Dunn,Abplanalp &Christensen ,P .C. •• Section 18.60.010 (conditional use permits)Purpose ...uses listed as conditional usesinthe various districts maybe permitted subject tosuch conditions and limitations asthe Town may prescribe to ensure thatthe location and operation of the conditional useswillbein accordance with development objectives of the Town andwillnotbe detrimental to other usesor properties. Where conditions cannot be devised to achieve these objectives,applications for conditional use permits shallbe denied . 18.60.020 Application C.A description of the precise nature of the proposed useandits operating characteristics,and measures proposed to make theuse compatible with other properties inthe vicinity; 18 .60.050 A.Planning Commission Action ...th e commission may approve the application as submitted or may approve the application subject to such modifications or conditions asit deems necessary to accomplish the purposes of thistitle ,orthe commission maydenythe application . A conditional use permit maybe revokable,maybe granted fora limited time period,or may be granted subject tosuch other conditions asthe commission may prescribe.Conditions may include,butshallnotbe limited to ,requiring special set backs,open spaces,fencesor walls , landscaping or screening,and street dedication and improvements;regulation of vehicular access and parking,signs,illumination,and hours and methods of operation;control of potential nuisances;prescription of standards for maintenance of buildings and grounds;and prescription of development standards. That the proposed location of theuseisin accordance withthe purposes of this title andthe purposes of the district on which thesiteis located; That the proposed location of theuseandthe conditions under which it would be operated or maintained willnotbe detrimental tothe public health,safety or welfare,or materially injurious to properties or improvements inthe vicinity; That the proposed usewill comply witheach of the applicable provisions of this title. 3. 2 . 5. 18.60.060 Criteria-Findings. A.Before acting ona conditional use permit application,the planning commission shall consider the following factorswith respect tothe proposed use: 1.Relationship and impact ofthe uscon development objectives of the Town; 4.Effect uponthe character ofth~in which the proposed useistobe located, including thescaleand bulk of the proposed usein relation to surrounding uses; Such other factorsand criteria asthe commission deems applicable tothe proposed use; B.The planning commission shallmakethe following findings before granting a conditional use permit: 1. ~Sfd;..~a f;"01 S-;<'/&t S • ~=------------------- ---- _lJfl iJ.L ~-n ~!l-;0 .g Q.e-._lB."13 __--C IV d.-UJe __r-_k_;_It :r_-fs_,_-h_bJ_C---,+-c--t_~,J S"'I __ =VJ("'{.~IlC;;O -.)d 4((;"-f ~4!/:JA I (o Clt k~L SIL . ______~/cI '(,-I1s ~_fow s _ _____-0 1'e ,J__A'_'7~Sf a.<--_01_l..-ULe S .j.O_I...JL~_._(O_(_o..fr cL 1: /-P Q}yfJ"I.'(t kcL tJ se.s:--=--i-e_c .~~i I".J _.tCt e.~s - _______~,jJ IJ~-'_5'/<'"(:-!.f.s~+0vJs __ ____D&-'6 ~MVa.{~_{g.&'4=-~3 0 I L -1.10_fe).s o LS-l(;.J Cc<:).#~P (fL ••.s-_ _/~f-'~iJ't../,wI-'T.f oj Qr-etJ ;pc c€..----!dl _To v'urJl e.r r_d e$.Aff.-f"{,(i .Acd _ ___L~q)d s :::__(_8...:-.s-«.o J Q J .(l{J+j'-OOe..._Cf-~=f '';;-f--- __r.e51·d~.~(__~o «~c.·,,,.t~Aq _Itf N-f'p o..C e \Y---t~f(l €~1 t:....,.k .f _(1 O~O "f'(.ff c.t:->.._,v O~ti!._ L ~+-~....q i /y;~1...3S-..!..~-'t._ __I f ,~-{_o _~-()7?-~'l..~_c&.J (f",)_6u :ck l;,..;c~_-=--_TO _V_~A(l...I ~_ _--:--,"y.(,rh 11';7 --T -+5';h L:7 ~4.I,,jr ((~,'ffpu:f,p.l tt t ~_.fe-,_ /--j-lu /iflt-t:'~(SMI:l('."tL d ,;:de -nt-c(H/I.....,",~,·I .f l'IOS',6 ,"/,1'(wlt ;(~~d +4-te ___f AA<:..f/jY'-€._eJ ,~'Nfi :fIN f CA ,J_'f_fti la~w /.~l<Jl ']ltA P-«...-_(J}..._a:d _ a.dJtlc."r/+.!>Wtzt,:f7 :e.(,{'?;t..f ,~(;:;'~IVALJ s"-.,tI b <!Q..s ..ltl6(1<~r fu r ,61e,.~e ~'i4 T -t(..r,'i-.p /(!'~'(IN_w L~--,<._-f.."-~";Ml/ilti L l'~"-l<_ft+;f,:V f -,,-A I i )~C+'~r-c ..,,1tf .J_de~if tY..<l1?t("f,:_ {OC a-T/C";C:,vrJ (ff.MifL'L+,t..5 fY ~<!J ~('f~f'Al f'sl.-eu bQ ab I 7N~c/--ta ~t!.A C-- _o:,U.+t..ud-_t-c.u ((te.I :J {(.__ ---- ___~~2 _2c o",-;P I ~#l ~d.~g-'- -------_~-------------- (2(!_u --- 75South Frontage Road Vail,Colorado 8165 7 970-479-2138/479-2139 FAX 9 70-479-2452 •• Department ofCommunity De velopment To: From: Date: Subject: Tom Moorhead Ru ss Forrest May17,1996 NEPAReview and Night Tim e Skiing onVailMt. Basedonmy understand ing of theNationalEnvironmentalPolicyAction (NEPA)and discussions withth e Hol yCross U.S .Forest S ervice District.a nypropo sal topro vide lighted night-time ski ing onVailMountainwouldtr igger are view underNEPA .NEPArequire s allFederalactions thatmayhavea significant environm ental impactto identify anddi sclose those impacts tothe appropriate decision maker a ndthe generalpublic.Thebasic purpose ofNEPA isto identify the env ironmental impacts of proposed ac tions sotha ta more informed decision canbemade.The ForestServi ce belie ves thatthe installation of theGondolaand anyfuture proposal fornighttime skiinga reseparateactions.OnJanua ry 2,1996,Bill Wood ,the HolyCrossDistrict Ranger,did signadeci sion mem oa pproving of thereplacement o f theGondola.In reference to night time skiing them emostate s: "Nonewnightsk iingo perationsarc a pprovedatthi s t ime"a nd"an y new night time operations req uiring lighting o f skirun s onaregular ba sis willbe subject to further N EPA analysis andpublic disclo sure." Therefore,a review of anyfutureproposalfornighttimeskiingwouldbe reviewed under NEPA forpotential en vironmental consequences .NE PAhas threelevels of rev iew :I)Categorical Exclus ion,2 )En vironmen talAss essment,and3)an EnvironmentalImpact Statement.Eachlevel of review docsinvolve publi c revi ewwith an EIShavings ignificantpublicreviewanda categori cal e xclusion havethe leastamounto fpublicreview.Thele vc1 of review would depend onthemagnitude and scope of thepropo sedact ion .A major e xpansion of mountain operations thathadsignific ant environmen tal impactsco uld trigg er a n environmental impact statement while a minor change in operations,thatafterpublic re viewhadlittleorno significant issues,could resultina categorical exclusion.T helevel o fenvironmentalreviewwould depend entirc1yonthe proposed action.EachNEPApro cesswouldrequirepubli c re view;naturalre source experts re viewing the proposed acti on,and anop portunityfor theTown of Vail a nd other entities to comment onthe proposed ac tion. o ///,;CY CU'f)PAP/.;// ,..•ID:•MH Y LU ·'::tt>•DKCISION MEMO (",1 VAIL ASSOCIATB:S LIONSHEAD GONDOLA Rg~LACEMENr Holy Cross Ranger District WhicA River National Fo~esc Ea~le county,Colorado rrepoae4 Aa~~en ,Th~~~oposed action is to replace the existing Gondola l ocat ed at the Lionshead a~ea on Vail Mountain.The existing Gondola will rQ~~ire some ~Q~tly m~inr.p.nR nce,primarily replac~ment of the track rope within the next few years.Vail Associates is proposing to replace the entire system with ~nQW piece of equi~m~n~~n a sli9hty different alignment .The bottom terminal would be located approximately ~oo feet to the east of the existing OQndol a t~rmin~~by the bottom t~rminal of Chair 8.The top terminal will be locatod on the west side of the Eagle's Nest building 75 to 100 feet west of ~h~cu••cnt eerminol .It is ~~timatgd t hA ~less than one acre of trees would be removed to accomodate thiG proposed alignment. ~.91sion:It is my de<::iaior.to authori~.the rAr'~~em@nt of this existinq Gondo la because: It may make use of the Lionshead/Gondola area more attrac~ive and the~eby re~ievill!:l ""0''''of the o::c:,,'gostion lI.t Mid-Vail. It allows x-ep~"L"sll""nt of older equipment in n ....d of costly m...;n l".p.n"n co G. It imprOves tile qua11Ly v[the skierll "xpcricnce by utili.2ing eurr9nt: litt teohnology. This chairlift ~eplacement is within the scope of the 1985 Vail Mountain Master Plan an~is authorized by the 1986 Decision Notice and Environmental Assessment for the Vail "Winter sports Site Master Development Plan (MOP). Vail's Ski Area's manage-to capacity is e..L ..lJl.i...hed at 19,5100 skiers-at -one-time (BAOT)by the MOP.Tnere is also a formal agreement between the Town of vall (TOV )an~vail ~s~o~~..~~..(VA)known ae the Program to Manage Peak Peri~ds.The Agree~ent calls for the TOV and VA to work together to better manage the ~emands of p~..k a~ya,make more efficient use of existing infrastructure,better balance visitation throughou~the ski seaG on,and maintain a high qu..liLy ~xperience for vail visitors during peak periods.This proposal would increase the out-of-valley chairl ift ca.pacity,"thereby re(.1,ucinS "the I'lI1uuat.of time skiers wait in ~ine,without increasing the manage-to SAOT authorized in ehe MOP "and TOV/VA agreement . Mitigation:Environmental effecta a.Bociate~with this proposal will be minimal with the fo llowing mitigation rnea9~res/management requirements : With respect eo soil ar.u watershed consideracions,the to!lowing m.tigation measures/m.nagement requirements a re applicable: *Earth disturbance and rehabilitation will be completed by October 15 . r :1,-- < 1D:•MHY :LU ''::!O•Page 2 *!f concrete footings are dug out,they wil l be removed from National Foreet lanas.CO"".":",,II"'-Y reMain in pl:>Qe if it.;.a flu"b c ut anct does not present d p ublic safety hazard . •A wetlands determin~tion will be made prior co any grading and any wetlands ident1t1eo will ~e avoiue~uu~ing con~truction. *Trees within a watercourse will be r emoveu U V "'.l·t.he ",now and etump3 will be flush c~t f ullowing snowmelt..No d o ~i ng or earthwork will be permitted in.watercourses. Fo~est Service wil l review all construction,gra01ng,dra i,,¥~~,lift profile and demolition plans prior t.o in1p lementation. *Best Management Practices and Forest Standards and Guidelines will be followed for the Liooshead Gondola replacement.to :ac111tat.e revegetation and l i mit sedimentation inpu ti nca stream systems. *Small mammal habitats (10'minimum diame ~er piles )will be construct~d within t i~er stands with unmerchantable timber where this does not compromise skier safety. Other mitigation rne8sure~/management requirenents: * .. Forest Service will approve any color schemes and reflectivity of proposed Gondola . Nonew night sk1~ng operations are approved at this time.Existing histor.i~~11y run night operations may contin~e b ut any new night t~me operations requiring lighting of sk~runs on a regular basis will be "ubject t;"n 1'urther Nepa analysis and pUl:llic diecloaure. ~CQpt fer.~~'~~y =onsiderations.no ad~itional clearing of ski runs will be allowed 11'1 'the Licnshead pod at this time .Any additional ru~ clcaa:a:-ipg will bp..'1I1hj@ct to further Napa analysis. Tn~propoccd lower torminal is 'n~A~Ad O~private land and therefore is out of Forest Service jurisdiction.Because of the proximity of the lower te~~1na1 ~o Go~c Creek,the follow ing ;A Auggested: •Implement stormw~ter control d~rincr ~nn After construction . Incorporate gutters,storm drains,and sediment traps into design of thc bottom terminal ctruotura. •SCdbili*c :5tream bank with vegcat:ation (examp'""..1 ant willow cuttings). r,.,....r u:•M"lY LU '~b•P9.ge 3 Public Inyol~ement:On Octo ber 12,1995 a n interdigciplinary t eam consisting of Forest Service employees Kit Buell ,Greg KuyumJian,,Il;r1K Martin,BrIA""" Ungari,and Dave Ozawa reviewed the propo5ed Gondola replacement.Torn Allender,2ric Toler,Al lie La~SOe of vail Associates,Inc.and Hill Andree of the Colorado ·Oivision of Wil nl ife accompanied the ID team.As a result of this first review,the original a lignment h as been revised to reduce enVironmental 1mIlActs.A second interdisc iplinary t eam meeting co nsistiIlg of Gres Kuyumj i an , Tom Johnston,Br uce unga~i,Bill Wo od and Dave Ozawawas held on December 7 , 199~tn review the rev~sed a l ignm~nt .The second ID team meeting reviewed comments reci6ve~from the CD OW,ident ified res ou rce i s sues and ~eveloped the li.~of m ;~iga~ion measures listed above .A Biological Asseesment/Biolo9~cal Ev.luation ~as completed in February of 1996 , ReASOP for ·Categorically excluding the Proposed Aotion ;I .have determined tha t this proposed action to r ppl ~~A the current Gondola with anew Gondola using the sl ightly modified alignment ,will ha~e negligible environmental effect~on the human environmen,=-,eit:h"L'inrl iv1dually or c umUlativ ely (40 eFR 1509 .4 ). eased on interdisciplinary team review,I have ~ctermined that this proposed lIc;:tion eco.n be e~tegorie.l1y exc1Ltd",n f rnm docume nt ac I on u n d.er category 3 ,.Sec. 31 .2,Fore~t~.rvice Handboo k 1909 .15-92-1,Sept .2 1,1 992.No extraordinary . ci~c;:um8el\nees have bean idQntified th~~will be aaversely effected by the proposed action .Neither a n Environmental Impact Statement nor an Il:ll vil:oPmental Assasoment will be r equire C!. Pinding_R'guir.~by O~h.r Laws ;This proposed action is consistent with the Forest Lal.U ~ld Resour~e Management Plan for thp.Whi~p-~iver National Forest. This proposed action is autho rized by the 196 6 Decision Not ice and ~nvironmental As~~~~ment fo r the V~il W in~,r Sport.S it@ M ~A ~~r nsvslopment Plan . There will be no affeots to :~ny Threatened ,Endk,ngered,or candidate species; f looa p lains o r wetlanr.lo;;"L...",p slopee or highly erosl.VQ I:oil.,'Natj.vp.ll.mAriclin religious or cultural sites ,archeological sites ,o r h1storiclil properties or areas;congressionally de~iYl1dLed a reas ;invento ciQd roadl,.g areag;or Research Natural Areas . It is my determination that the Gondola replacement in preViously disturbed areas will result in minimal 1mpacte to N~L.lonAl Forest resou reec . ·Implam.ntation DAte:This de cision i e n ot subject to appeal pursuant to Fo rest service reg-ulations at 3 6 CFR 21S .B lal 4 .'1'hi6 decis i on IIl ~Y 1:,,,:i.mplc:mented immediately. Contact Per_en :For addit ional i nfo rmat ion conce rning ~hiB decis I u1l OL ~he Forest Service appeal process ,contact Bruc~Ungari o r Dave Ozawa at the Holy ~~:~:~~:~1t:;::Ii~n ,co "'''or ~0';';1 if'WU.L~.,",OD D," District Rang er Holy Cross Ranger District White Ri ve r National Fores t MHT LU ~O l (·l L NU .UU 4 ~.U l "'-""."·1?\"·C·OVE R···SHIET '...,."",... ..",-. , HOLY CROSS RANGER DISTRICT 24747 U.S.HWY.24 . P.O.BOX 190 MINTURN CO 81645 COMMERCIAL -970-827-5715 FAX -970-627-9343 Hounl o f t he !io ly Crees ., ; ;..~...riA TE:._.....;::.-s;--4-I7.fD~!'--.!.":qG ~_~__ :.'TO::~~~--.lo..&=I2=~:.::..::.=..:.""_ ,..--.'...~,.., D~c 0.........-....'...._........' , III 1 I ,r f·, (, 'I,, IW4C May 17,1996 Vail Town Council Vail,Colorado Via Fax:970/479-2157 Dear Vail Town Council: The Engelman Family,consisting of twenty-seven people spanning four generations,have skied Vail since 1963 and have owned the house at 655 W.Forest Road since 1965.Robert and Mary Engelman (ages 83 and 81,respectively)resided in Vail until medical conditions required them to move away last year. Several of the second generation lived and worked in Vail for periods of time over the past two decades.Third generation emebers are now living and working in Vail,with another expected to move there in two weeks. We are all unalterably opposed to the use of the Lionshead Gondola to service night skiing. The gondola '5 transition through residential neighborhoods and the proximity of homes to the ski run leading to the facility make its use inappropriate to the character of the neighborhood.Use of the Vista Bahn out of the commercially concentrated Main Village is more appropriate.It would not have a negative impact on the surrounding community. Thank you for your considertion. S1:~iRe11"'"'B.Engelman 75SouthFrontageRoad Vai~Colorado 81657 970-479-2107/Fax 970-479-2157 May17,1996 Arthur A.Abplanalp,Jr.,Esquire Dunn,Abplanalp &Christensen,P.C . 108S.Frontage Road,Suite300 Vail,CO81657 Re:Vail Associates Lionshead Gondola Proposal Dear Art: • Office of theTown Attorney IamwritinginresponsetoyourcorrespondencetoSusanConnellydatedMay14,1996 .Thismatter is,asyoustateinyour correspondence,scheduled tobeheardby Town CouncilonMay 21,1996 atthe regular Town Council meeting. Weareunaware of any conditional usepermitorother limitation in existence as described inyour correspondence. R.Thomas Moorhead Town Attorney RTM/aw xc:Susan Connelly o RECYCLEDPAPER JUL 08'96 09:06AM VA PLA NDES IGN CON S Vail Associates,Inc . ••••••"•••••••••,••••••••••••••••••••••••••••••,.,•••It July8,1996 Mr.DanStanek TownOfVail Department Of Community Development 7S SouthFrontageRoad Vail,CO 91657 ON MrJ ':1",J Ol)fratolSof \4I ll m ile!(rttS:-Rflotr 'M Anoftl/ll?ild Mou ttt.3ill"" Dear Dan: Vail Associates,Inc.is preparingto investover $600,000 to construct thenew LionsheadGondolaBaseTerminal.The terminalwillprovideaccess to thenew gondolawhichwillimprove access to VailMountain for Town of Vailresidentsand guests.We believe that this impro vement falls within theguidelines of the Recreation District tax credit. The TownofVail Ordinance -3.36 060allowsfora50%reductionintheRecreation Districtassessmentbasedon reasonable discretioninconsideration of theuse of a facility.Sincethegondolaprovides access to winterandsummerrecreationfromthe Town of Vail,it standstoreasonthattheterminalwouldfall within thespiritof the ordinance. Vail Associates,Inc.thereforerequests thatthe above referenced reduction in the RecreationDistrict assessment be grantedtothisproject.Yourconsiderationis appreciated. Sinc""'l~~__-- avidE.Thorpe ,Project Manager PlanningDesign &Construction File:Q578•107.1 ~-'I'1',,--r.G;'eorge Ruther-TOV Betsy Cole Jack Hunn ~ IttltIlI\.l ALnll1lac..._ uLLlu..rllcun Ct'Llllt.t.PO Box 7.Vail,Colorado.81658.pho ne 9704165601 .."I Va il Ass ociates,Inc . Ju ly 3,1996 Mr.George Ruth er Town Planner Town Of Vail D epartmentO f CommunityDevelopment 7 5 So uth Fron tage Roa d Vail,CO 9 1657 RE:Lionshead Gondola T erminal Building Permit"--- Dear George: Wear ein receipto fyo urlett er dated Ju ly 2,1996 Re:G ondola Te rminalBuil dingPe rmit.Th anky oufo rspelling out theou tstandingiss ues.V ail Associatescontinues toa greetoa ll three o fthe conditions in yo ur letter.In addit ion ,as discussed o n thephoneove r thelastfe w days,the follo wioga dditional act ions wi llbe takenbyVa il Asso ciates,o urdesignersan d contractors : I.T rees (or otherscre eningmaterial acceptable to t he Town of Va il)wi llbeprov idedinfront of the wes t facing Exhaust louvers for theeme rgency ge nerator. 2 .Va il Associates wi ll co ntinue toworkwit hRu ssFor restfrom theTow n of Va il to provide a de quatet reean d we tlandimp rovements/mitigation. 3 .Vai l Assoc iates willwork in conjunction withthe Town of Va il to loc atethethreesite lights required .This will take pl ace a fte r thebackfill of the terminal foun dations,ornolater tha n Sep tember 30,1996 . 5.Hyder Construction has contacted Pu blic Wo rk s andwill provide a llnecessarydoc umentation lo r stag ing a nd aPu blic WayPermit. (MIMrs and O,wrafO£'.O of Yair.Beaver (reek-Resort a nd Arrowhead MountaIn'" 4 .The issues related to smokeand ventilation inthetunnel construction willbe addressed tothesati sfaction of M ike McGee of the Town of VailFire Department. 6 .A wetl and s consultant from Da mes a nd M oore w illprovidewr ittenverificationt hatth e n ewc olumn founda tions arc not in wetlands . Webe lieve thatall of theoutst anding issuesrelate d toth e Building Permitforthe Gondo la T erminal are now a ddressed.If thi sis notyourunderstanding please contactmeassoo n as poss ible,a ndan y out standing issu ewi ll bead dressed promptly . Si ncerely, I mMlllDill[!I( ill Ql..\Wtll'lNS HIPS U .l l lfAl'I l (:U II (0 l •I •II 0 David E .T horpe,Proj ect Manager Planning Des ign &Co nstruction F ile:Q 578-107.1 PO Box 7·Vail,Colorado-81658 ·phone970 476 5601 cc :Mik e M cGee-To wn of VailF.D . Stevell oyd-YoderE ng i neeri ng Tom Mcl.agan-Hyder Co nst. C hip Me lick-Meli ckA ssociates To m A llender JackHun n ....~ TOWN OF VAI L CO M-DEV ID :30 3-4 79-2452 J UL 03'96 8:41 No.001 P.01 75Sou th Frontage Road Vail,Co lorado 8 1657 970-479-2138/479-2139 FAX 970-479-2452 July2,1996 Dave Thorpe Project Manager Vail Associates,Inc. r .o.Box 7 Vail,Colorado 8165& Re:Gondola Terminal BuildingPermit Dear Dave, Departmem ofCommunityDevelopment The purpose of thisletteristofollowuponour telephone conversation ofJuly2,1996,regarding the GondolaTerminalbuilding permit.All youw ill recall,thereareseveral DRB andPECconditions of approval whichmustbemetpriortotheissuance of yourbuildingpermit,Those conditions are: I.T heplacement ofthree Lionshead light fixtures to illuminate thoconcreteunitpaverpathtothe building entrance, 2 .T hemitigation ofthetree removal associated withthenewgondolaline,towhichVail Associates has agreed towork cooperatively withtheTownof Vail,and .3 .Theagreement that Vail Associates will install stone veneer onthebase of theterminalbuilding hy nolaterthanOctober 15.1997. Additionally,the TownofVailPublic Works Departmen t has reque..'itel!further information.The Public Works Department has requested thcyouapplyfora Public Way permit and submit a constructionstagingplan.Thisinfonnationmustbe submitted toLarryPardeeforhisreviewand approval priortothc issuanceofyourbuildingpermit Please contact theTownof VIIi I Fire Departm ent toverifywhether any additional information ill required fortheirapproval. Should youhave any questions orconcerns,you can contact me directlyat 479-2]45. Sincerely, ~r,(~ George Ruther Town P lanner •Vail Associates,Inc. ··V-CG MM.DEV,DEPT, Mr.George Ruther Town Planner Town of Vail Department of Community Development 75 South Frontage RD Vail CO 81657 VailAssociates,Inc.•POBox7 ·Vail,Colorado .81658 Owne'~dr'ldOpl!'(,uon of Val!.Beil...,.r (rf~/(Re~orr sod Arrowhe¥i Mounrain...... -,. 01 /17/199515:41 303 4794010 UAIL ASSOC .PLANN 1N l-i TOVAIL ASSOC WnTfRN ECOLOCICAL RE'OURCf,INC. ""0 .ao.r." 711 ~'1fMIB'lItdr,C%fado to3OS ~144~~ 'AX I3o.1J 44fo~ J\lly 9,\~ Mr.T~,4,lklnd4:t Vail ASJociat" P.O.SOle , Vall,CO 81658 RE:Condol«ll.edeve lopm~t Dear Tom: ./)~r 'f"jr 'I \I'\''''''."'\l!..'.'j I 1\\ Via Fax and .v.ail On July 3,i1rd in your corn~ny.I =onducted a site visit to an IIrell on the north side 01 Core Creek In Vall ,ColorDdo to determine if wetlands,as ~ined by the U.S.Army CO~;)'~f Ensinee.,·19117 Warland Oelineatlon />J.an\Jll,wete prelent RMUkl wire aJ followl: 1i1Ll Tni,,ile,dw"t 20 fHl IbQv.the .dive nQW of wa:.r I"Gore Creek.is Ool"'linutecl by upl."d plan:, inelud ing Imo-~b,ome (Bremus lnormis).and Wood's roYl (Rosa woodsiil .The topogrtphk po.itlon onthe benk is above the U\Utiited ~i1 Lor'll.Thus,the tite I.not a wetland bec.:luse It does not ha\1 Witland plant!and doet not have a wetla.nd hydrololY. ~ This sne,locatld about 25 leel above the flow of (;Qre Creek,enco",pe".,pel'!01 an uplIalt trail ll'd a ,m,1I arQI of upland plintJ dominated by smoolh brome.Th ls site Is not a wetland btouse It lads wetla.."J ;llanD al'ld doe1 noc have a wetland hydrology. P!Mse call if you require funher documentation. :llncerely, Djlds 75South Frontage Road Vail.Colorado 81657 970-479 -2/38/479-2139 FAX970-479-2452 July 2 ,1996 Dave T horpe Project Manager Vail Associates,Inc. P.O .Bo x 7 Vail .Colorado 81658 Re :Gondola Terminal Building Perm it Dear Dave , Depa rtment of Community Development The purpose of thisletteristofollowuponour telephone conversation of July2 ,1996 ,regarding the Gondol a Terminal building permit.Asyouwillrecall ,ther e arcs everal DRBandPECco nditions of approval which must bem et prior tothe issuance of y our building permit.Those conditions arc: I .The placement of threeL ionshcad lightfixtur es toillum inate the concrete unit paver path tothe building entrance, 2 .Th e mitigati on of the tree remo val as sociated withthene w gondola line ,to which Vail Associates has agreed to work cooperatively w ith th e Town of Va il,and 3.The agreement thatVailAs sociates willinstall stone v eneeronthebase of the terminal building b y no later than October 15,1997. Additionally ,the Town of Vail Public Works Department has requested further information.Th e Public Works Department has requested the youapplyfora Public Way permit and submit a construction staging p lan.This information mustbe submitted toLarry Pardee forhis review and approval prior tothe issuanceo f your building permit. Please contact theTown of VailFire Department to verify whether any additional information is required fortheir approval. Should you have any questions or concerns,youcan contact med irectly at 479-2145. Sincerely , ~~~ George Ruth er Town Planner o Rc'CYCLEDPAPER ·e _ Design Review Action Form TOWN OF VAIL ProjectName:VailAssociates ProjectDescription:Constructdeckandnctonsouthside of EagleBahn Gondola . Owner,AddressandPhone :VA,POB7,Vai l 81658 Archi tect/Contact ,Addressand Phone: ProjectS treet Address: Legal Description :Trac tD,VailLionshead1st P arcelNumber: Comments: Project#:PRJ99-0138 Motionby: Secondedby : Vote : BuildingName : Boa rd /S taffAction Action:Staff approval Conditions:Color of d eck ,rai lings and support of nettobegrey t hatmatc hes existing structure . TownPlanner:JeffHunt Date:5-13-99 F:/EVER YONFJDR RI AP PROV AU9 9Naeagieb ORB Fee Pre-Paid:20 .00 APPLICA TION FOR DESIGN REVIEW APPROVAL •Questions?Call the,;;.ning Staff :.lot ,;\7;;-:"::8 GENERAL INFORMATION This application isforanyproject requiring DesignReviewapproval.Any project requiring design review must receive DesignReviewapprovalpriorto submitting forabuildingpermit.Forspecific information,seethesubmittal requirements fortheparticularapprovalthatisrequested .Theapplication cannot be accepted untilallthe required informationissubmitted.TheprojectmayalsonecdtobereviewedbytheTownCouncil and/or thePlanningand EnvironmentalCommission.Design Review Board approval expires one year after final approval unless a huilding permit isissued and construction is started. A.DESCRIPTION OFTHE REQUEST :Construct a de ck at the south end o f the Eagle Bahn Gondola at Lionshead.Reinstall the safety net at t he south end of the new deck. B.LOCATION OF PROPOSAL:LOT:'rractDBLOCKy/LH FILING :1st Filing,Tract BVail PHYSICAL ADDRESS:South of 600 and 520 Lionshead Mall C..PARCEL #:2J 0107 and 207009 (ContactEagleCo.Assessors Officeat 970-328-8640 forparcel #) D.ZONING:Cornmercial Core II and Agricultural/Open Space.-. E..NAME OFOWNER(S):Vail Associates,Inc. MAILINGADDRESS:PO Bo x 7 r Vail,CO F.OWNER(S)SIGNATURE(S):g~t:::::==---!U(~~'-l.S:...o;;:--_--.3~~_ G.NAMEOF APPLICANT:Vail Associates,M.Hyland MAILINGADDRESS:P OBo x 7,Va j 1,CO 8 1620 __________________PHONE:479-4190 H.TYPEOFREVIEWANDFEE: o New Construction -S200 o Addition -S50 ~M i n o r Alteration -S20 Construction ofa newbuilding . Includesanyadditionwhere square footageis added toanyresidentialor commercialbuilding. Includesminorchangesto buildings andsite improvements.suchas, reroofing.painting.window additions,landscaping.fencesand retaining walls,etc. DRBfeesaretobepaidatthetime of submittal .Later.when applying fora building permit,please identify the accurate valuation of theproject.TheTownofVailwilladjustthefcc according totheproject valuation. PLEASE SUBMIT THIS APPLICATION,ALL SUBMITTAL REQUIREMENTS AND THEFEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD, VAIL,COLORADO 81657. • LIST OF PROPOSED MATERIALS BUILDING MATERIALS:TYPEOF MATERIAL :COLOR:* Roof Siding Other Wall Materials Fasci a Soffits Windows Window Trim Doors DoorTrim HandorDeckRails St e el Tubjng Gray to mat ch exi sting steel Flues Flashings Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting** Bla ckFallProtectionNets-Steel Tubing --"'--------Other *Please specify the manufacturer's color,number andattachasmallcolorchip **All exterior lighting mustmeetthe Town's Lighting Ordinance 18.54.050(1).If exterior lightingis proposed, please indicate thenumber of fixturesand locations onaseparate lighting plan.Identify eachfixturetypeand provide the height above grade ,lumens output,luminous area.andattachacutsheet of the lighting fixtures . 2 Updated6/97 PROPOSEDTREES ANDSHRUBS: EXISTINGTREESTO BEREMOVED: • CommonNameOuantity "Mininunnrequirements forlandscaping; GROUNDCOVER SOD SEED IRRIGATION TYPEORMETHODOF EROSIONCONTROL deciduoustrees-2 inchcaliper coniferoustrees -6 feetinheight shrubs -5 gallons SQyare Footage OTHERLANDSCAPEFEATURES (retainingwalls.fences,swimmingpools,etc.)Pleasespecify.Indicatetopand bottomelevations of retaining walls.Maximumheightofwalls withinthefrontsetbackis3feet.Maximumheightof wallselsewhereonthepropertyis6feet. 3 .Updated 6197 u.s .WestCommunications 1-800-922 -1987 468 -6860 or 949 -4530 PublicServiceCompany 949-5781 Gary Hall HolyCrossElectricAssoc . 949-5!!92 TedHusky/John BQyd T .C.I. 949-5530 Floyd Salazar ----~ EagleRiverWater &San itation District • 476-74!!0 fred Haslcc • AuthQrized Signature • •Pleasebringasiteplan,floorplan.andelevationswhenobtainingUpperEagleValleyWater&Sanitation signature s,Fi~~flowneeds mustbeaddressed, NOTES : I ,Ifthc utility verificat ion form has signaturesfromeach of the utility companies,andno comments arcmadedirectlyontheform.theTownwill presume thattherearenoproblemsand the development can proceed, 2.Ifautility _companyhasconcernswiththeproposedconstruction,theutilityrepresentativeshall notedirectlyontheutilityverificationformthatthcreisaproblemwhichneeds tQ beresolved. Theissueshouldthenbedetailedinanattachedlettertothe Town of'Vail,However,please keepinmindthatitistheresponsibilityoftheutilitycompanyandtheapplicanttoresolve identified problems",_ 3.Theseverifications do notrelievethecontractorofthe responsibility to obtainaPublicWay Permitfrom theDepartmentofPublicWorksat the Town ofVaii.Utilitylocationsmustbe obtainedbefore digging inanypublicright-of-wayorcasementwithintheTown ofVaii.A- building pennit isnotaPublicWaypennitandmllstbe Qbtained separately . 4 Updated 6/97 • I.PRE-APPLICATION CONFERENCE • A pre-application conference withTown of Vail staffis required .No application canbe accepted unless the mandatory pre-application meeting hasbeen completed.It is the applicant's responsibility to schedule this meeting by calling 970-479-2128 . .II.TIME REOUIREMENTS TheDesign Rcview Boardmeetsonthe1stand3rd Wednesdays of eachmonth .A complete application formandall accompanying materialmustbe accepted bythe Community Development Department a minimum of three anda half (3 1/2)weeks prior tothedate of the ORB public hearing .. III.REVIEW CRITERIA .Your proposal willbe reviewed for compliance withtheDesign Guidelines assetforthinSection18.54 of the Municipal Code. IV.NOTE TO ALL APPLlCANTS: A.If a property islocatedina mappcd hazardarea(i.c.snow avalanche,rockfall,floodplain,debris flow,wetland,etc),a hazard studymustbe submitted and the owner must signanaffidavit recognizing thehazardreportpriortothe issuance of a building permit.Applicantsarc encouraged to check withthe planning staff priorto submittal of a ORB application todeterm ine therelationship . of the property toall mapped hazards. B.Basic Plan Sheet Format.Forall surveys,site plans,landscape plans and othersite improvements plans .all ofthc following mustbe shown. 1.Plan sheet size mustbe24"x36".Forlarge projects.larger plan size maybe allowed. 2.Scale,The minimum scale isI "=20'.Allplansmustbeatthc same scale. 3.Graphic bar scale. 4 .North arrow. S.Titleblock.projectname.project address andlegal description . 6 .Indication of plan prcparcr,address andphone number. 7.Dales of originalplan preparation andall revision dates. H.Vicinity maporlocation map ata scale of 1"=1.000'or larger. ').Sheet labelsand numbers . 10 .A border withaminimumIcftsidemargin of 1.5". 1I .Names of alladjacentroadways . 12.Planlegend. C.Fornew construction and additions,the applicant must stake andtapetheprojectsiteto indicate property lines,proposed buildingsand building comers.All trees to be removedmustbe taped.The applicant must ensure that staking done during the winter isnot buried bysnow.All site tapings and staking must be completed prior to the day of the DRB meeting. D.Applicants whofailto appear beforetheDesign Review Board on their scheduled meeting date and whohavenot asked in advance that discussion on their itembe postponed,willhavetheir items removed fromtheORBagendauntilsuch time astheitemhas been republished. E .Ifthe ORB approves the application with conditions or modifications,allconditions of approval mustbe resolved prior tothe issuance of a building permit. 5 Updated6/97 v .STAFF APPROVAL •• The Administrator may review and approve Design Review applications.approve with certain modifications. deny the application.ormay refer the application tothe Design Review Board for decision.All staff approvals are subject tofinal approval bytheORB.The following types of Design Review applications may be staff approved : A .Any application foran addition toan existing building that is consistent with the architectural design. materials and colors of the building.and approval hasbeen received byall authorized member ofa condominium association.if applicable: B.Any application to modify an existing building that docs not significantly change the existing planes ofthe building andis generally consistent withthe architectural design.materials and colors of the building.including.butnotlimitedto exterior building finish materials (e.g.stonework.siding.roof materials.paint or stain.),exterior lighting.canopies or awnings .fences.antennas.satellite dishes. windows.skylights.siding.minor cummercial facade improvements.and other similar modifications; C.Any applicati on tor site improvements or modifications including.butnot limited to.driveway modifications.site grading.site walls .removal or modifications to existing landscaping.installation of accessory structures ur recreational facilities. VI.ADDITIONAL REVIEW AND FEES A.If this application requires a separate review byanylocal.state or Federal agency other thanthe Town of Vail.the application fcc shallbe increased by $200.00.Examples of such review.may include.butarenot limited to:Colorado Department of Highway Access Permits.Army Corps of Engineers 404.etc . B..The applicant shallbe responsible for paying any publishing fees which are in excess of50%of the application fcc .If.atthe applicant's request.any matter is postponed for hearing.causing the matter tobe re-published.thenthe entire feefor such re-publication shallbe paid bythe applicant. C.Applications deemed bythe Community Development Department to have design.land uscor other issues which mayhave asignificant impact onthe community may require review by consultants in .addition to Town staff Should a determination be made by the Town staff that an outside consultant is needed.the Community Development Department mayhirethe consultant.The Department shall estimate the amount ofmuney necessary tupaythe eunsultant and this amount shall be forwarded to the Town by the applicant atthetime of filingan application.Expenses incurred bythe Town in excess of the amount forwarded bythe application shallbepaidtothe Town by the applicant within 30days of notification bythe Town.Any excess funds willbe returned to the applicant upon review completion. 6 Updated 6/97 ProjectName : ••Design Review Action Form TOWN OF VAIL Eagle Bahn Ski Yard Project Descrip tion:New24"tall seating wall Owner,Add ress andPhone :Vail Resorts,P.O.Box7,Vail ,Co.81657 Architect/Contact,AddressandPhone : ProjectStreetAddress : LegalDescription: ParcelNumber : Comments : Lionshead Ski Yard Lot 4,Block 1,Vail Lionshead First Filing Building Name : Board /Staff Action Motionby:Pierce Action :Approved Seco nded by:Wold rich Vote :5-0 Conditions : Public works approval required TownPlanner :George Ruther Date :9/2/98 DRBFeePre-Pa id:$20.00 APPLICA nON FOR DESIGN REVIEW APPROVAL ....•Questions?II the Pb::ning St a ff a :47 9-2128 GENERAL TNFORMATION This application isforanyprojectrequiringDesignReviewapproval.Anyproject requiring design review must receiveDesignReview approval priorto submitting forabuildingpermit.Forspecific information,see the submittal requirements forthe particular approvalthatisrequested.The application cannot be accepted untilallthe required information issubmitted .Theprojectmayalsoneedtobe reviewed bytheTownCouncil and/or the Planning and Environmental Commission.Design Review Board approval expires one year after final approval unless a building permit is issued and construction is started. A.Ski VerJ ImJlfOVflt1enf I Construction of anewbuilding. Includesanyadditionwheresquarefootageisaddedtoany residential or commercial building. Includesminorchangestobuildingsandsite improvements.such as, reroofing.painting.window additions.landscaping.fencesand retaining walls,etc. $20 NAME OF OWNER(S):(/?J.l /(1!'2$7 -..\~_ MAILING ADDRESS :Ft?~L______VeJZ .tJt?fy6!i(5'PHONE:9W .&9.¥@$ OWNER(S)SIGNATURE(S):_._".......2-..z;,t18(k8~==;O """~::.--'''".?-''''''-.---_ NAME OF APPLICANT:~,---==!/-,,-e~·liL..-~---L!ld~"",=#-£~_ MAILING ADDRESS:.p.1J.!J()X 7 11&.~do f'/6SY LOCATION OF PROPOSAL:LOT:_L..--_ PHYSICAL ADDRESS:.-1~~~a1lJL~L.:r:e:l!Q~~Bl::m~~:..b~4...kJ..c,.~~L&~ PARCEL#:ZlO(-(J f2--0 =t -Q1"1 (Contact EagleCo.Assessors Officeat 970-328-8640 forparcel#) ZONING:CCd.- TYPEOF REVIEW ANDFEE: o New Construction -$200 o Addition -$50 ~Minor Alteration - B. H. C. D. E. F. G. ORBfeesarctobepaidatthetime of submittal.Later.when applying fora building permit,please identify theaccuratevaluat ion of theproject.TheTown of Vailwilladjustthefee according tothe project valuation. PLEASE SUBMIT THIS APPLICATION,ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD, VAIL,COLORADO 81657. ••, Vail ~ssoriates,In c. Jeff Babb M ountam O perations Su pervisor +. PO Box7 •Vad,Co lorado '8165 8 ph on.970.479 4 008 •t ax 9 70.4 7940 30 Settlflq the Standa rd mr WOfld C/O})Alpine Re50m! ...',."...'".."" •to••:-. . ....,. 10,.. ..~.....~..."~..'. .....,~"'l.,. .'"".......\}.-.."~...~.. rv r-.... ~)~.: .:.;'.,.,~,.".,.:\ J ....... .~~. ".........#~ ..:!''',,> ......, "':..'l1:..~..''...............~..',-,~."'J.. ;-, • h LIST OF'PROPOSED MATERIALS • BUILDING MATERIALS:TYPE OF MATERIAL :COLOR:* Roof Siding ,".,..... ~'.4-•,, ,._' Other Wall Materials Fascia Soffits Windows WindowTrim Doors DoorTrim HandorDeckRails Flues Flashings Ch imneys 'Trash Enclosures Greenhou ses Retaining Walls Exterior Lighting** Other *Pleas e specify the manufacturer's color,number andattachasmall color chip **All exterior lighting mustmeetthe Town's Light ing Ordinance 18.54.050(1).If exterior lighting is proposed, please indic ate the number of fixturesandlocationsona separate lighting plan.Identify each fixture typeand provide the height above grade,lumens output,luminous area.andattachacut sheet of the lighting fixtures . 2 Updated 6/97 • PROPOSED LANDSCAPING •.. Botanical Nallle COIllIllOIl Name Ouantity .PROPOSED TREES AND SHRUBS : EXISTING TREES TO BE REMOVED: GROUND COVER SOD SEED *Minimum requirements for landscaping:deciduous trees-2inch caliper con iferous trees -6 feetin height shrubs -5 gallons Square Footage IRRIGATION TYPE OR METHOD OF EROSION CONTROL .."",.~..,.-r '-'..~.'. ••,"0 OTHER LANDSCAPE FEATURES (retaining walls.fences.swimming pools,etc .)Please specify.Indicate topand bottom elevations of retaining walls .Maximum height of wallswithinthefront setback is 3 feet.Maximum height of walls elsewhere onthe property is 6 feet. 3 Updated6/97 •ALTA COM MIT MEN T • SCHEDULE A Our Order No.V1946S-S For Informat ion Only -charges - Alta Lender Policy FEDERAL EXP INCOME -VAIL Tax Report CLASS 3 PROP.RESEARCH CLASS4 PROP.RESEARCH TOTAL -- $43,649.00 $90.00 $1,24S.00 $l,SOO.OO $3,000.00 $49,484.00 ****WITH YOUR REMITTANCE PLEASEREFERTO OUR ORDER NO.V1946S-S.**** 1.Effective Date:September 22,1992 at 8:00 A.M. 2.Policy to be issued,and proposed Insured: "ALTA"Loan Policy 1987 Revision (Amended 1990) ~roposed Insured: CREDITLYONNAIS,NEW YORK BRANCH,ASTRUSTEE $74,200,000.00 3.The estate or interest in the land described or referred to in this Commitment and covered herein is: THAT INTEREST IN SUBJECT PROPERTY RESERVED FOR EASEMENTS FOR PEDESTRIAN BRIDGES,SKI LIFTS AND SKIER CROSSINGS AND THERIGHTTO CONSTRUCT,REPAIR, MAINTAIN AND OPERATE SKI LIFTS ASDESCRIBED IN PROTECTIVE COVENANTS RECORDED MAY 18,1970 IN BOOK 217 ATPAGE 675 (ASTOPARCEL 38), THAT INTEREST IN SUBJECT PROPERTY RESERVED FOR EASEMENTS FOR PEDESTRIAN BRIDGES,SKI LIFTS AND SKIER CROSSINGS AND THERIGHTTO CONSTRUCT,REPAIR, MAINTAIN AND OPERATE SKI LIFTS ASDESCRIBED IN PROTECTIVE COVENANTS RECORDED OCTOBER IS,1971 IN BOOK 221 ATPAGE 989 (ASTOPARCEL 39), THAT INTEREST IN SUBJECT PROPERTY RESERVED FOR EASEMENTS FOR PEDESTRIAN BRIDGES,SKI LIFTS AND SKIER CROSSINGS AND THERIGHTTO CONSTRUCT,REPAIR, MAINTAIN AND OPERATE SKI LIFTS ASDESCRIBED IN PROTECTIVE COVENANTS RECORDED OCTOBER 15,1971 IN BOOK 221 ATPAGE 9 91(ASTOPARCEL A O), AN EASEMENT (ASTOPARCEL 44) AFEE SIMPLE (ASTOTHE REMAINDER). PAGE 1 •ALTA •COM MIT MEN T SCHEDULE A Our Order No.V19465-5 4.Title to the estate or interest covered herein is at the effective date hereof vested in: BEAVER CREEK ASSOCIATES,INC.,A COLORADO CORPORATION (ASTOPARCELS 15, 18,20 AND 22) BEAVER CREEK HOTEL COMPANY,INC.,A COLORADO CORPORATION (ASTO UNITS M-14 AND M-17 PARCEL 33),AND VAIL ASSOCIATES,INC.,A COLORADO CORPORATION (ASTOTHE REMAINDER) 5.The land referred to in this Commitment is described as follows: PARCEL 1: TRACT E,VAIL VILLAGE,FIFTH FILING,ACCORDING TOTHE RECORDED PLAT THEREOF,.COUNTY OFEAGLE,STATEOF COLORADO.(CHAIR 16) PARCEL 2: PARCEL 1,GOLDEN PEAK SKI BASE AND RECREATION DISTRICT PARCEL,ACCORDING TO THEPLAT RECORDED JANUARY 15,1987 IN BOOK 455 AT PAGE 934,COUNTY OF EAGLE,STATEOF COLORADO. EXCEPTING THEREFROM,THE EXISTING LEASEPARCELDESCRIBEDAS FOLLOWS: APARTOF TRACT F AND A PART OF GORE CREEK ROAD _CUL-DE-SAC VAIL VILLAGE FIFTH FILING,COUNTY OFEAGLE,STATEOF COLORADO,MORE PARTICULARLY _. DESCRIBEDAS FOLLOWS: BEGINNINGATTHE MOST WESTERLY CORNER OF TRACT F,SAID POINT BEINGALSOTHE NORTHWESTERLY CORNER OF LOT 19,BLOCK 1,VAILVILLAGE FIRST FILING;THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID TRACT F AND ALONG A CURVE TOTHERIGHT HAVING ARADIUSOF 161.92 FEET,A CENTRAL ANGLE OF28 DEGREES 43MINUTES 00 SECONDS,AN ARC DISTANCEOF 81.15 FEETTOAPOINTOF REVERSECURVE;THENCE ALONG SAID NORTHWESTERLY LINE AND ALONG A CURVE TO THE LEFT .HAVING ARADIUSOF 166.05 FEET,A CENTRAL ANGLE OF03 DEGREES 11 MINUTES13SECONDS,AN ARC DISTANCEOF 9.24 FEETTOAPOINTOF TANGENT;THENCE ALONG SAID NORTHWESTERLY LINE AND ALONG SAID TANGENT NORTH 44 DEGREES 58MINUTES 13 SECONDS EAST,84.80 FEETTOA POINT OF .:, CURVE;THENCE ALONG SAID NORTHWESTERLY LINE AND ALONG A CURVE TOTHERIGHT HAVING ARADIUSOF 20.00 FEET,A CENTRAL ANGLE OF 80 DEGREES 36 MINUTES 13 SECONDS,AN ARC DISTANCEOF .28.14FEETTOA POINT OFREVERSECURVE;THENCE ALONG THE NORTHERLY LINE OF SAID TRACT F AND AL6NG AREVERSE CURVE TOTHE LEFT HAVING ARADIUSOF 225.00 FEET,A CENTRAL ANGLE OF 30 DEGREES 41 PAGE2 ...••ALTA COM MIT MEN T SCHEDULE A Our Order No.V19465-5 MINUTES 09 SECONDS,AN ARC DISTANCEOF 120.50 FEETTOAPOINTOF TANGENT;THENCE ALONG SAID NORTHERLY LINE AND ALONG SAID TANGENT SOUTH 84 DEGREES 29 MINUTES 09 SECONDS EAST 209 .11 FEET;THENCE SOUTH 04 DEGREES 18 MINUTES 42 SECONDS WEST,196.09 FEET;THENCE NORTH 85 DEGREES 41 MINUTES 18 SECONDS WEST,277.17 FEETTOAPOINTOF INTERSECTION WITH THE SOUTHWESTERLY LINE OFSAID TRACT F;THENCE NORTH 13 DEGREES 50MINUTES 18 SECONDS WEST AND ALONG SAID SOUTHWESTERLY LINE 51.52 FEET;THE NC E NORTH 70 DEGREES 30 MINUTES 00 SECONDS WEST AND ALONG THE SOUTHWESTERLY L INE OFSAID TRACT F 161.92 FEETTOTHE TRUE POINT OF BEGINNING. PARCEL 3: CONDOMINIUM UNIT M-1,ONE VAILPLACE,ACCORDING TOTHE CONDOMINIUM MAP THEREOF RECORDED MAY 29,1980 IN BOOK 303 ATPAGE 409 AND ASDESCRIBED IN THE CONDOMINIUM DECLARATION RECORDED MAY 29,1980 IN BOOK 303 ATPAGE 407, COUNTY OFEAGLE,STATEOF COLORADO.(VAIL VILLAGE TICKET OFFICE) PARCEL 4: APARCELOF LAND THAT INCLUDESALLOFLOT 4,BLOCK 1,AND PARTSOF TRACTC AND TRACT DOF VAIL/LIONSHEAD FIRST FILING,A SUBDIVISION RECORDED UNDER RECEPTION NUMBER 113260,IN BOOK 217 AT ~AGE 676,AND CORRECTION OFPLAT RECORDED OCTOBER 15,1970 IN BOOK 218 AT PAGE 900 OFTHE EAGLE COUNTY CLERK AND RECORDERS RECORDS,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS: BEGINNINGATTHE NORTHEAST CORNER OFLOT 4,BLOCK 1,VAIL/LIONSHEAD FIRST FILING,THENCE THE FOLLOWING THREE COURSES ALONG THEEAST BOUNDARY OFSAID LOT 4: 1)SOUTH 4 DEGREES 35 MINUTES 58 SECONDS EASTADISTANCEOF 59.15 FEET 2)SOUTH 85 DEGREES 24 MINUTES 02 SECONDS WEST ADISTANCEOF 12.06 FEET 3)SOUTH 4 DEGREES 35 MINUTES58 SECONDS EASTADISTANCEOF 190.90 FEET TO THE SOUTHEAST CORNER OFSAIDLOT 4;THENCE CONTINUING SOUTH 04 DEGREES 35 MINUTES 58 SECONDS EASTFORADISTANCEOF 102.81 FEET,ACROSS TRACTC,AND INTO TRACT D VAIL/LIONSHEAD FIRST FILING;THENCE SOUTH 85 DEGREES 24 MINUTES 02 SECONDS WEST FORADISTANCEOF 187.21 FEET THROUGH SAID TRACT D AND ACROSS SAID TRACT CTOAPOINT ON THE WEST BOUNDARY OF TRACT C;THENCE NORTH 12 DEGREES 43MINUTES23 SECONDS WEST ALONG THE WEST BOUNDARY OF TRACT CFORADISTANCEOF 103.85 FEETTOTHE SOUTHWEST CORNER OFLOT 4;THENCE THE FOLLOWING SEVEN COURSES ALONG THE WEST AND NORTH BOUNDARY OF LOT 4: (1)NORTH 12 DEGREES 43 MINUTES 23 SECONDS WEST ADISTANCEOF 16 .70 FEET (2)NORTH 44 DEGREES 50 MINUTES09 SECONDS WEST ADISTANCEOF 52.02 FEET PAGE 3 •ALTA •COM MIT MEN T SCHEDULE A Our Order No.V19465-5 " (3)NORTH 4 DEGREES 35 MINUTES 58 SECONDS WEST ADISTANCEOF 102 .84 FEET (4)NORTH 27 DEGREES 05MINUTES 58 SECONDS WEST ADISTANCEOF 33.87 FEET (5)NORTH 4 DEGREES 35 MINUTES 58 SECONDS WEST ADISTANCEOF 38.47 FEET (6)NORTH 28 DEGREES 44 MINUTES 30 SECONDS EASTADISTANCE OF 25 ~37 "FEET -(7)NORTH 85 DEGREES 24 MINUTES 02 SECONDS EASTADISTANCEOF 248.96 FEET TOTHEPOINTOF BEGINNING.(GONDOLA BUILDING AND LAWN) PARCEL5 : TRACT"H;"VAIL/LIONSHEAD,"THIRD FILING,COUNTY OFEAGLE,.STATEOF .- COLORADO.(GONDOLA DOCK).._..__... PARCEL 6: TRACT D,VAIL/LIONSHEAD FIRST FILING ,ACCORDING TOTHE RECORDED PLAT THEREOF,COUNTY OFEAGLE,STATEOF COLORADO.(GONDOLA LAWN) PARCEL 7: TRACT G,VAIL/LIONHSEAD,THIRD FILING,ACCORDING TOTHE RECORDED PLAT THEREOF,COUNTY OFEAGLE,STATEOF COLORADO.(GONDOLA DRIVEWAY) PARCEL 8: -...... LOT 1,BLOCK 1,VAIL/LIONSHEAD ,THIRD'FILING',ACCORDING TOTHE RECORDED PLATTHEREOF,COUNTY OFEAGLE,STATEOF COLORADO,EXCEPT THOSE PORTIONS CONVEYED IN DEEDS RECORDED NOVEMBER 3,1972 IN BOOK 226 AT PAGE 32 AND RECORDED JULY 11,1983 IN BOOK 363 ATPAGE 341.(NORTH DAY PARKING:-LOT) PARCEL 9: TRACTSA AND B,MORCUS SUBDIVISION,ACCORDING TOTHE RECORDED PLAT THEREOF , COUNT Y OF EAGLE ,STATEOF COLORADO.(WEST PARKINGLOT) PARCEL 12: AN UNPLATTED PARCEL IN THE NORTHWEST 1/4 NORTHWEST 1/4,SECTION 7,AND IN THE SOUTHWEST 1/4 SOUTHWEST 1/4,SECTION 6,TOWNSHIP5SOUTH,RANGE 80 WEST OFTHE6TH PRINCIPAL MERIDIAN,TOWN OF VAIL,EAGLE COUNTY,COLOP~DO,BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID NORTHWEST 1/4 NORTHWEST 1/4 SECTION 7,WHENCE THE NORTHWEST CORNER OF SAID SECTION 7 BEARS NORTH 00 DEGREES 07MINUTES43 SECONDS WEST 209.8 FEET DISTANT,SAID POINT OF BEGINNINGALSO LIES ON THE SOUTHERLY RIGHTOF WAY LINE OFINTERSTATE HIGHWAY NO.70,THENCE NORTH 59 DEGREES 30 MINUTES 29 SECONDS EAST 581.0 PAGE 4 ••ALTA COM MIT MEN T SCHEDULE B-2 (Exceptions)Our Order No.V19465-5 25.UTILITY EASEMENT 10 FEET ALONG THE SOUTH LOT LINE OFSUBJECT PROPERTY AS SHOWN ON THE RECORDED PLATOFVAILVILLAGE FIRST FILING . 26.PEDESTRIAN,EMERGENCY,MAINTENANCE AND UTILITY EASEMENT AS SHOWN ON THE RECORDED CONDOMINIUM MAP OF ONE VAILPLACE. 27.ACCESS EASEMENT ASPROVIDED BY RELEASE AND TERMINATIONOF EXISTING EASEMENT AND GRANT OF NEW EASEMENT BETWEEN LODGE PROPERTIES,INC.AND VAIL ASSOCIATES,INC.,A COLORADO CORPORATION,IN DOCUMENT RECORDED MAY 3,1979 IN BOOK 284 AT PAGE 924 . 28.THOSE PROVISIONS,COVENANTS AND CONDITIONS,EASEMENTS AND RESTRICTIONS, WHICH ARE A BURDEN TOTHE CONDOMINIUM UNITDESCRIBEDIN SCHEDULE A,AS CONTAINED IN INSTRUMENT RECORDED May 29,1980,IN BOOK 303 AT PAGE 407. 29.EASEMENTS,CONDITIONS,RESTRICTION AND RESERVATIONSAS SHOWN OR RESERVED ON THE RECORDED CONDOMINIUM MAP. (ITEMS 22 THROUGH 29 AFFECT PARCEL 3) 30.RIGHTOFPROPRIETOROFAVEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATEOR INTERSECT THEPREMISES AS RESERVED INUNITEDSTATES PATENT RECORDED May 24,1904,IN BOOK 48AT PAGE 503 AND INUNITEDSTATES PATENT RECORDED September 04,1923,IN BOOK 93AT PAGE 98. 31.RIGHTOF WAY FORDITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OFTHE UNITEDSTATESAS RESERVED INUNITED S~ATES PATENT RECORDED May 24,1904,IN BOOK 48,AT PAGE 503 AND RECORDED september 04,1923,IN BOOK 93AT PAGE 98 AMD JULY 13,1939 IN BOOK 123 AT PAGE 617. 32.RESTRICTIVE COVENANTS,WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE,BUT OMITTING RESTRICTIONS,IF ANY,BASED ON RACE,COLOR,RELIGION, OR NATIONAL ORIGIN,AS CONTAINED IN INSTRUMENT RECORDED May 18,1970,IN BOOK 217 AT PAGE 675 AND AS AMENDED IN INSTRUMENT RECORDED July 30,1970, IN BOOK 218 AT PAGE 334 AND AS AMENDED IN INSTRUMENT RECORDED October 15, 1970,IN BOOK 218 AT PAGE 899. (ITEMS 30 THROUGH 32AFFECTPARCELS 4,5,6,7,8,AND 9) 33.EASEMENTS,RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE RECORDED PLATOF VAIL/LIONSHEAD,FIRST FILING. PAGE 19 ••ALTA COM MIT MEN T SCHEDULE B-2 (Exceptions)Our Order No.V19465-5 ·(ITEM33AFFECTSPARCELS4 ·AND 6) 34.RESTRICTIVE COVENANTS,WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE,BUT OMITTING RESTRICTIONS,IF ANY~BASED ON RACE,COLOR,RELIGION, OR NATIONAL ORIGIN,AS CONTAINED IN INSTRUMENT RECORDED October 15,1971, IN BOOK 221 ATPAGE 991 AND AS AMENDED IN INSTRUMENT RECORDED August 12, 1977;IN BOOK 258 AT-PAGE 453. 35.UTILITY EASEMENT 25 FEET IN WIDTH ALONG THE WEST LOT LINE OF·SUBJECT PROPERTY AS SHOWN ON THE RECORDED PLATOF VAIL/LIONSHEAD FIRST FILING. 36.EASEMENTS AS CONTAINED IN DEED RECORDED NOVEMBER 12,1971 IN BOOK .222 AT PAGE 258._. (ITEMS 34 THROUGH 36 AFFECTPARCEL4) 37.TERMS,CONDITIONS AND PROVISIONS OF CONSENT AND WAIVER RECORDED March 30, 1987 IN BOOK 460 ATPAGE 38. 38.TERMS,CONDITIONS AND PROVISIONS OFQUIT CLAIM DEED RECORDED October 07, 1988 IN BOOK 492 ATPAGE 636. (ITEMS 37 AND 38 AFFECTLOT 4,BLOCK 1,VAIL/LIONSHEAD FIRST FILING-.PART OF .PARCEL .4) 39.UTILITY AND DRAINAGE EASEMENT AFFECTING SAID TRACT AS SHOWN ON THE RECORDED PLATOF VAIL/LIONSHEAD,THIRD FILING. 40.EASEMENTS,RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE .... RECORDED PLATOF VAIL/LIONSHEAD,THIRD FILING. (ITEMS 34,39 AND 40 AFFECTPARCELS5 AND 7) 41.UTILITY EASEMENT THIRTY FEET IN WIDTH ALONG THE NORTHERLY LOT LINE OF SUBJECT PROPERTY AS SHOWN ON THE RECORDED PLATOF VAIL/LIONSHEAD,THIRD FILING. (ITEMS 34,39,40 AND 41 AFFECTPARCEL 8) 42.UTILITY EASEMENT ACROSS SUBJECT PROPERTY AS SHOWN ON THE RECORDED PLATOF MORCUS SUBDIVISION. PAGE 20 TOWN OFVAIL 75S .FRONTAGE ROAD VA IL,CO 8 1657 9 70 -479 -2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NO TE:THI SP ERM IT MUST BE POSTED ON JOBS ITE AT ALLT IMES ADD/ALT COMM BUI LD PERM T Permit #:B97 -0413 Job Address :600 LIONSHEAD MAL L Location ...:600 LIONSHEAD MAL L Parcel No..:2101 -063 -08 -010 Project No .:PRJ97 -0206 Status ... (OLD GApplied .. Issued ... Exp ires ..: I SSUED 11 /14 /1 997 11/24/1997 OS/2 3/1 998 APPLICANT STANIS Z CONS TRUCTION Phone:303-595 -3595 401 KALAMATH STREET,DENVER,CO 80204 CONTRACTOR STANIS Z CONSTRU CTION Phone:303-595-3595 401 KALAMATH STREET,DENVER,CO 80204 OWNER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Desc r ip t ion: REMOD EL TO ADD SKI STORAGE AN ~LOCKER ROOM Occupancy: Typ e Con st ruction:I FR Typ e Occupancy: Type I Fire -Resist ive Valuation:4 0,000 Add Sq Ft: firep lace I nf ormat ion :Restricte d:#O f Gas App liances :"'Of Gas Logs :Nof Wood/pal l et : Muilding-·~--:> Plan Che ck---> In ves tigation > wi ll Call----> 420 .00 273 .0 0 .00 3 .00 Reotu a ra nt Plan Re view --> ORB Fee -----------------> Re creat i on Fee -·-··_·---> Clean -Up D e po s it -----~--> TOTAL FEF.S--------------> .00 .00 .00 250.00 9 4 6.00 Tota lCalculated Fee s---> Addi tiona lFee s---------> Total Permit Fec --------> Payme nts -------·_·------> B A ~CE DUE-------------> 946 .0 0 .0 0 946 .00 94 6.00 .00 N/A N/A I tem:05100 BUILDING DE PARTMENT 11/14/1997 CHARLIE Action :NOTE 11 /24/1997CHARLIE Action:APPR It~m :05400 PLANN ING DEPARTMENT 11/14/1997 CHARLIE Action:APPR Item:05600 FIRE DEPARTMENT 11/14/1997 CHARLIE Action:APPR Item:05500 PUBLIC WORKS 11/14/1997 CHARLIE Action:APPR Dept :BUILDING PLANS TOCHARLIE CHARLIEDAVIS Dept:PLANNING PERMIKE MOLL ICA Dept:FIRE Dept:PUB WORK Division : Division : Division: Division : See Page 2 of this Documentf or any conditions that may apply to this permit. DECLARATIONS I hereby ack nowl e dge t hat I have read t his application ,f i lledo ut i nf u l lt he i nformat i on r e q uired,c ompleted an a ccurate p l ot p l an ,a nd state that a llt hei n forma tion p r ovid ed a s r e quired is c o rre c t.I a g ree t o compl y with t he i n forma tion and plot plan , to comply with a ll Tow n ordi nances and o ta te l awa,and t o build t hi s struc ture a ccor di ng t ot he To wn 's zoni n g and s ubdivi sion c od es ,d es ign rev iew approved ,Uni form Buil d i ng Code and othe r ordinance s of t h eTo wna pplic able t h ~O . REQU ESTS FOR I NSP E CTI O~S S HALLBE MADE TW ENTY -FO UR HOURS IN ADVAN CE BYTELEPHOT 47 -38 OR~~ICE FROM 8 :q9 5:00 PM Send Clean -Up Deposit To:STANISZ CON.OR CONTRA RFOR HIMSELF ~TI OWNER I, ******************************************************************************** CONDITIONS Permit #:B97-0413 as of 11/24/97 Status:ISSUED ******************************************************************************** Permit Type:ADD/ALT COMM BUILD PERMT Applicant:STANISZ CONSTRUCTION 303 -595-3595 Job Address: Location:600 LIONSHEAD MALL (OLD GONDOLA) Parcel No:2101-063-08-010 Description: REMODEL TO ADD SKI STORAGE AND LOCKER ROOM Applied:11/14/1997 Issued:11/24/1997 To Expire:OS/23/1998 Conditions: 1.FIRE DEPARTMENT APPROVAL IS REQUIREDBEFORE ANY WORK CAN BE STARTED. 2.FIELD INSPECTIONS AREREQUIREDTO CHECK FOR CODE COMPLIANCE . 3.LIGHT AND VENTILATION IS REQ'D PER 1991 UBC SEC 605 BATHROOMS AND DRINKING FOUNTAINS REQ'D 1991 UBCSEC 605 ACCESSIBILITY UPGRADES MAY BE REQ'D PER 1994 UBC APP.CHAP 11 ,....................................................•.....•..... TOWN OFVAIL.COLORADO S cace mnc Stat~mnt Number :REC -0363 Amou nt: Paym~nt Method :CK Nota tion:2370 946 .00 1 1/24/91 1 6 :51 t oi t:MAW Permit No:891-04 13 Type:A -COMM ADD/ALT COMM BUILD P P arcel No :2101-063-09-010 Si te Address:600 LIONSH EAD MALL Location:600 LIONSHEAD MALL (OLD GONDOLA) This Payment:.946 .00 T ot.al Pee s: Tota 1AI.L Pmte: Balance : 946.00 946 .00 .00 Account Co de SP 001 0000]1111 00 P F 0010000]1123 00 01 00100002403100 we 001 000031128 00 Description BUILDING P ERMITPEES PLAN CHECK FEES CLEANUP DEPOSITS WILL CALL INSPECTION FEE A mount. 420 .00 27 3 .00 250 .00 a •00 r::l'ol,-t 'i 1 ~"C CC 147 Ty oe f4-t r)I'1M 60C I1 Ot~IIEAD I'IAl L (,71l)I I r)NSHEI~D [',AL l ,Ol-}bli!'JD[l1 A ,::1l'11l'1b,-:,li'1i~--0112J \n10DEI TO 14[10 St<!S I CRAG-1-1,n I err r~IS·rONST pur T I ON }HlL I JP 'ORATIO,\!Ii. ,_TI-tJ [~7 I OIJ",l Rd'1 ON :----=---:.:.:_.=;-=- Yrt],,]y. i4d cJ r ,c l \.l':at 1 n 'a(c.t.:.l: ~lllptlrl. 1f-i~ll1r.=\t OWl .... (....I (i r-;L' [-Hh H F.- ~t r II', I J s to:I F-fJ .~:.'l ~I171.::..) S\.·~,....: Uc,: UI,.I'<E:,/~r:1I Ji'1 I='to In,,,.';0 r-'h -., r>h 0 f.te III ~J 'H1L.UJLD",:)[H) [I1 ON WI JRK ",HEro r S Tm " 1 ...,[If\•1 5 REnlJi=T::r L f-o/~I ";-1 .::;:.q 7 PhlJfI,=,,: Item Itep Item: Item: It e ,0 : It e I: Item" 'ten! Item: I2JQlQl3Q1 BL DG-F,'",n 1 n y L':'''=}-;I n ~p e ct 0 t':cr; Notes.WRONG MATERIAL USF.D THEY ARE ALlOWED lu INSTALl FI 0121050 BLDG-Tnsulation 00~b0 BLDG-She~t,ork Nall 01210 (121 Bl.DG 1'1i:;c. tliQliZlt;0 BLDG,Fln 1 00~30 BLDG-l'emJ.C/O 00~~1 FIRE-TEMP.C/O 00~78 FIRE-F'[L CIO 00540 BLDG-Fln~l [/0 'i t 1 "n.-lrCR m-,p~ll 'EDI .nf~RE'(TIOI tf TO CrJNSTR'JI T WAll Sf-IRE R-Tt=lRDHNT '-'l RE"'1AI ~~LONG AS sf-.....r ~KI t.R S ,1~M rs CHECK REQUEST PREPARED BY: VENDOR N AME: VENDOR NUMBER: DESCRlI'TION OF EXP ENSE: NAME OFJOB :~ ACCOUNT NUMBER:01000022002 AMOUNT OF REFUND:~S~~ DATE APPROVED : APPROVALSl GNATURE: .'~ :..\." :".;.:-r ....... .......:. ,';. .. ........... ArtHougiarid .··:.'.'.'•."...'..• "phonelfax (970)963:-2312 ':;'. From:' To : FROM :H ~~A~~ASSOCIATE_.P~~:1-0..,"\r~.9~2312 i e ~C .11 1 997 11:08AM Pl ..:;' .•'".v ;.:•••.:.'. '!IDUGLAn '::&··:··AS SDCIATE s '.,.:"":" ••:':-.;.,':,.~./;.,.;;.:~;;.~•••••_•••••-:..~••.•.••'."..•'•<.r:'./~ .Consulting in Building~i:idfire po des .•..'-,:'.,',..'.,,,"::";.' '.':.::'...FAX'M·EMQRA,::N.:::D,U.M -.:·.·'·:·";":"..,;'<.,>:'::';':'."',::~.'.....:.............-~......~.."..:....•...., Charlie D~~SITow~:.~fV~ii ·:'.',':...'':..'.'...''.. .'fax 'no.(9701 ·47Q.:.245i:·.,.'.'-.:''.--..:...'..'-:.....: ..',.~.'.,." Date: 'Subject:. Dec.11,1997 < .".'. .",",...".'.. Uonsheadski storage and other 'matters. ".::..',.....".......... ..... ...'.:.~ •'..:.:=• "t;; ....:. Pages:.3 •,"•to -.'. ;.... "....',,'.::..'..";','. .~.......,.Charlie: .'..:' '.. .;-..:'. .".... .'. .. .."'.' ....... :.' ;:". '.:':' ,~~-.;..., .'.~. .~.. '....;. ...,' ..,'.':".' "'.'..-,~~'" .'".•:<••"• .'....','.,. ". ,,. .,.' ..".'.' ,.... ".-r ." ",: ...' .:'.....:.. ..,. '..'. Thanks..:>..,,'.:.. .,', ,; .I ':'.r' Considertheattached memorand'um as 'a':draft 'forour 'discussion of the ..:•.:.:.~..:.' ,m ~tt e r.I.believe .the respon~ibility fodhe present ·Status.oithi~''......" applicatlon.and permitremains with thE{app11.cant 'in that theapplication '.,,'~'..:', wasunclearatbest ,and misleadingatw'orst :rbelievethatitIs not,and..."::.- should not,be ·the .responsibiiityofthe Town ,to make thisinccmplete :...,.::., applicationworkforthe applicant ,After you have had..a chanceto look .. thisover,give me acall and 'we 'cantalk about ·iL..:.'...','" ..':.... I wili .giV~you amemo .on the Wall ~t..b~il'ding ~ndm ·y ··pr~·~cted.billi~g··.·.;:·..'.-r for the 'remainder ofthe ..year.ear.ly 'this ,afternoon::Idid hot .want todelay 'i'. ingettingthistoyou,'under tt:\E~circumstances.·.'.''.'..;.':"....~...:.... .:..:.... FROM :HOU:;L~D RND RSSOCIRTE PHJNE -o,:970 963 2312 Dec.11 1997 11:09RM P2 .'.".·To···'''.Charlie-DaviS :Town 'ofVail \."'..''':.','.'.':".'.''." ..:>-,..;.'.....,.:.",..':...::~." ".:......'.. .;..<:".....<:..su~i~Ct::·>·:·/,;.'Li oJl she,ad ··s l<i :~or ~g e.a p p l i i?atj o n ./':":-.~::';':'..::..:.:.......;.':'.. ,f :~~~.:;,.''.~.~,::.<:'.'.:"..,.:..;'.:/~.::";',.::....:-:>.:..~:...'.':,',:,'...~:.~.~'.~.'-:':~~'.:",.~.::.<':','::::::..>......~.,.:~::...~.~/~.:..~~..'...:'~'::.~~~'~.<..~~.;.~:',.~':,,":.,::.'......'............ ......:····."Thanksfor ta.klng 'thetime td .visiUhe site .ofthi$·'proje<;t:With :me<last :..".',..:".'~.:..<~e'ej(::Aft er .vieWing thE{prOJ~ct .and ~·.diScu~i .n~{th~..ap·pli~tian :for.a..':.,.:.:. '.'.:.'....·peiriiit;"'offertheJollowing ·foryou(consid~ratr~h:'.::.:..'.::,'.'..::....:.::....'. ~.::..::.J.:~..:-.':~:'.~.;.:,..»..:..~.:>~....;.::~:.:.:.:-.::~..:~":.:..>.;:><:.;~>.<.~.<::..~.,.'.'<':/"~.';. .;":.:'.:.'.:1..'..':The :structure,.in 'my interpretation ..cannot ...be defined asa .kiosk :.... .'.".....w~hlh ii ma/J :·.::'S·ec.'sa0"4 (fj).,:'It appears 'to be a.'storage area .'for....'. ..',...(.'..'............:..'........ ..:;.",..corpp~sti~le.goods'.and wo.u.l~be .c!assified :a~a·.Group a;Division 2 '.':' ......;.'.... ...•'....'.~..-~:.:......::<>, ..''.:.-;~'.•:'.:••..••'•"c ,-.:',•'.:. ".:.::'.3.·..·The .·-construction ,ofthe.·:structure m~y not :comply with:the .·...:...":<'.:.::..::'::.:.:oo n ~r u ~·i ~D .,t y pe ·.I ~tJ i re ~.fO"r:this ·.~.uildingl :hDwever;·f haye :not"..". :..,<"':"':,".:..:....deterrn inep -the ·.b Ll ilqjng·construction .tYpe ~:"........:'.:.......'.'.:'.'.','.:.:: .'.'.'":'.~:'-..'::..''''''~:''·:···:fhe :~~~~it:':~p·~u ~~t i ~n:.d9 ~~.~~i··:p f.~~d ~"~de ~~~t e ·::i·ni ~~a t i o ~fo~.:>:::.~.;"'. ,:.:.':.-:.:....reView ··as ~req u i re d .u n(h;~r ··S e ~..·302.(d)\vti!ch .st·~te s·riHhe first-:.:':... .'...'...:'.:,'ijaragraph,nl~OIiriiltior"on 'P';',iifand sPedtiq,~onS.:·.F'l8 ns arid ....,'.. .'.'.:.:~p ~ci(ic!J t;~.~sh~/rbe .draV!n .~q ~~~/~:'up'qii..S~b:~t.~'!tiaf..p~lJe/o(...:..:.,.'.... :.,..:clPth-and :$/laJ/-be 'of stIffictentclaflty··tQ/f}d/~atetl;elo(:atlon,·natf,lre . .~,.','.',.'..':'..,'.''.'.l I '~• '..·.:and·exte.ril:9fthe.work proposed ~nd ·Sh~w :i(t .de.tail.tha(it Wil/.....'.'.. \...'..".."',....contorrrJto .the .provisions "of this "code and atl re/evantiaws,-:''..':..'.:'. ,.....-.:.'..·.o;dlnances,rules ·~nd.regUlations.'"..;.:~..:".'".:..:'.<. .'.::.'.:."::.~"".''''.~.~.'::.:,:~''..·.;·~·l~~·.·.:·:.'~:'~'':.';::·.·-l<>:.··:·;·..·;.~··'.:.~::..:..~~'.::..:",:.:.-. '."':':'::::.::,·:In..my :co.nsi(fered :·opmion:the"apPlieation :was:incOmpl,ete 'and '"..:"' ':'..'.:'.;:'~:':ihS tiffi~i~n~.j n proViding 'i.nforma~io·n tndicatingJtia~.t ~e ·p'roj ect"wa ~:---.·..:.. .':..,....:.':::.:'..;·design,e.d·:to~·tomp ,ly "\¥ith~o .des ·and '~elevan(lfl"ys:'ad()p'ted~y f~~:.'.:..-,:: .:<'.::~...~':'.~:.:':'.,.·:'~L£/rAx':[S 7DJ:!1~:23'd 'dBiB'c~mY:·~nbiD·;lD·~:/C!UD~/cotDaAD~:/·a'is2 f :.;.'.:...:-::.:::::': ...'••'',.~•".-!...'.-.;'':'"......•......•...••..•.•;••~.....:.'::':'.•1"••"'."••:_.-. t .;••••.~••••...._..'...'•....."......:..-'......~. FROM :HOLlJLA'lD AND ASSOCIATE_PHONE I'().:9 70 96 3 2312 Dec.11 1997 11:10AM P3 Town of Vail.Apermitappearstohavebeenissued based upon the information provided.IrecommendthattheTowndeterminethe permittobeinvalid,theinformationaccompanyingthe application appearstobeunclearandincomplete under provision of Sec.303 (c),stating,rr Valicfty at Permit.Theissuance or granting of a permit orapproval of plans,specificationsand .computations shall not be construed tobe a permitfor,oran approval of,any violaUon of any of theprovisions of thiscodeor of any other ordinance of the jurisdiction.Permitspresumingtogive authority toviolateor cancel the provisions of thiscodeor other ordinances of the jurisdiction shaJJ not bevalid. Theissuance of a permit base.d uponplans,specifications and other data shalJ not prevent the building officialfrom thereafter requiring thecorrection of errorsin said.plans,specifications and other data, orfrom preventing buildingoperationsbeing carried on thereunder wheninviolation of thiscodeor of any other ordinances of this juriscUetion .H . My recommendation totheTown of Vailisthattheapplicantberequired toresubmitanapplicationconsistentwiththe requirements of Sec.302 (d),stampedandsignedbyanarchitectorengineerregisteredinthe State of Colorado.TheTown .mayalsowanttoconsiderrequiringthe removalofthepresentconstructioninthatitmaypresentanexcessive fireloadin this portion of the building.Thefiremarshalshould be consultedonthismatter. Pleasegivemeacall if youwouldliketodiscuss this matter. Thanks, LianSkst.97 FROI1 B F PE December 15,1997 TAB Associated,Inc. POBox7431 Avon,CO 81620-7431 97.12.1~:34 P .I L.f.:;~s'"SJo'1t6£ Ute Safety•Fire Protection •Fire Alarm CG: jCF~CAt~t\.(.-\~fS ~ c...~Lti b\'II~-l:O.V.v' rr\\"E Mt.~Et -I:0.'i. Attn: Subject: Dear Tab: Tab Bonidy Lionshead Skiand Basket Storage Renovation Ihave reviewed the architectural drawings forthe above project and provide the following recommendations. 1.The newSki and Basket Storage area shallhavea solid roof provided. 2.Sprinklers shall be provided below the roof.These shall be installed per NFPA13,1996for Ordinary Hazard Group 1 occupancies. 3.Existing areas that are included inthis renovation withexisting sprinklers shall be redesigned (ifnecessary)per NFPA 13.1996for Ordinary Hazard Group 1 occupancies. If you have any questions,please donot hesitate to contact me. Sincerely, BFPE (,~()2Jf---- Perry B.Matthews,P.E. /jb 51West 84th Avenue,Suite330•Denver,CO80221•303/426-0342 •Fax 303/426..Q915 .' TOWN OFVAIL 75 S.FRONTAGE ROAD VA,IL,CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALLTIMES DEMO.OFPART/ALL BUDG.Permit #:D97 -0019 Job Address:600 LIONSHEAD MALL Location ...:600 LIONSHEAD MALL Parcel No ..:2101-063-08-010 project No.:PRJ97-0206 Status ...:ISSUED Applied ..:11/14/199 1 Issued ...:11/14/1997 Expires •.:05/13/1998 APPLICANT STANISZ CONSTRUCTION 401 KALAMATH STREET,DENVER,CO 80204 CONTRACTOR STANISZ CONSTRUCTION 401 KALAMATH STREET,DENVER,CO 80204 OWNER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Phone:303-595-3595 Phone:303-595-3595 Description: DEMO OFSPACEFOR FUTURE SKI STORAGE Occupancy:B2 Type Construction:IFR Type Occupancy: B2 Type I Fire-Resistive Valuation:7,000 AddSq Ft : Fireplace Information:Restricted :#Of Gas Appliances :#Of Gas Logs :#Of Wood/Pallet: ***********************************************************FEE SUMMAR Y **********************************************************Building----->115.00 Restuarant Plan Review-->.00Total Calculated Fees--->292.75 PlanCheck--->74.75 ORB Fee---------------->.00 Additional Fees--------->.00 Investigat ion>.00 Recreation Fee-------->.00TotalPermit Fee-------->292.75 Will Call---->3 .00 Clean-Up Deposit-------)100.00 Payments----------------)292.75 TOTAL FEES-------------)292.75 BALANCE DUE-------------).00 ********************************************************************************************************************************** Division: Division: Division: Division: Division: Division: Dept:BUILDING CHARLIEDAVIS Degt:PLANNING DEMO PLANS T LAUREN PER MIKE MOLLICA Dept:FIRE Dept:PUB WORK Dept:HEALTH Dept:CLERK Ite/m:05100 BUILDING DEPARTMENT 10 14/1997 CHARLIE Action:APPR Item:05400 PLANNING DEPARTMENT 10/''114/''11997 CHARLIE Action:NOTE11141997CHARLIEAction:APPR Item:05600 FIRE DEPARTMENT 10/14/1997 CHARLIE Action:APPRN/A Item:05500 PUBLIC WORKS 10/14/1997 CHARLIE Action:APPRN/A Item:05700 ENVIRONMENTAL HEALTH 10/14/1997 CHARLIE Action:APPR N/A Itim:05900 LIQUOR1014/1997 CHA~LIE Action:APPRN/A See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS Ihereby acknowledge that Ihaveread this application,filled outin full the information required ,completedana ccurate plot plan,and s~ate that all th:information providedas required is correct.I agree to comply withthe information and plot plan, to comply wlth all Town ordlnances and state laws,andto build this structure according totheTown'szoningand subdivision codes,design review approved,Uniform Building Code and other ordinances ofthe Town applicable thereto . SIGN J •.' REQUESTS FOR INSPECTIONS SHALL BE HADE ~ENTY-FOUR HOURS IN ADVANCE BY TELEPHON Send Clean-Up DepositTo:STANISZ CONSTR. ****************************************************************************~ CONDITIONS Permit i:097-0019 as of 11/14/97 Status:ISSUED **************************************************************************" Permit Type:DEMO.OF PART/ALL BUDG. Applicant:STANISZ CONSTRUCTION 303-595-3595 Applied:11/14 /:I Issued:11/14/1Y To Expire:05/13/1Y~n Job Address: Location:600 LIONSHEAD MALL Parcel No:2101-063-08-010 Description: DEMO OFSPACEFOR FUTURE SKI STORAGE Conditions: 1.FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2.FIELD INSPECTIONS AREREQUIREDTO CHECK FOR CODE COMPLIANCE. 3.EXITING AND EGRESS MUST BE MAINTAINED DURING DEMO **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0360 Amount: Payment Method:CHECK Notation:#2337 292.75 11/14/97 08:45 Init:CD Permit No:D97-0019 Type:A-DEMO DEMO.OFPART/ALL BU Parcel No:2101-063-08-010 Site Address:600 LIONSHEAD MALL Location:600 LIONSHEAD MALL Total Fees:292.75 This Payment 292.75 Total ALL Pmts:292.75 Balance:.00 **************************************************************** Account Code BP 00100003111100 PF 00100003112300 D1 00100002403100 WC 00100003112800 Description BUILDINGPERMITFEES PLAN CHECK FEES CLEANUP DEPOSITS WILL CALL INSPECTIONFEE Amount 115.00 74.75 100.00 3.00 CHECK REQUEST VENDOR NUMBER: ACCOUNT NUMBER:010000 22002 DESCRIP TION OF EXPENSE:CLEAN UP DEPOSIT REFUND FOR BP# VENDOR NAME: PREPARED BY: NAME OF JOB: AMOUNT OF REFUND:t::J~~ DATE APPROVED: APPROVAL SIGNATURE: TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970 -479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE AT ALLTIMES DEMO.OFPART/ALL BUDG. Job Address:600 LIONSHEAD MALL Location ...:600 LIONSHEAD MALL Parcel No ..:2101-063-08 -010 project No.:PRJ97-0206 APPLICANTSTANISZ CONSTRUCTION 401 KALAMATH STREET,DENVER,CO 80204 CONTRACTOR STANISZ CONSTRUCTION 401 KALAMATH STREET,DENVER,CO 80204 OWNER VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 Permit #:D97 -0019 Status ...:ISSU ED Applied ..:11/14/199 1 Issued ...:11/14/1997 Expires ..:05/13/1998 Phone:303-595-3595 Phone:303-595-3595 Description: DEMO OFSPACEFOR FUTURE SKI STORAGE Occupancy:B2 Type Construction:IFR Type Occupancy: B2 Type I Fire-Resistive Valuation: Fireplace Information:Restr icted: 7,000 NOf Gas Appliances : Add Sq Ft: #ot Gas Logs:#Of wood/Pallet : ***********************************************************FEE SUMMARY ********************************************************** Building-->115.00 Restuarant Plan Review-->.00 Total Ca lculated Fees--->292.75 PlanCheck--->74.75 ORB Fee------------->.00Addit ional Fees------>.00 Investigation>.00Recreation Fee------->.00 Total Permit fee------->292.75 Will Call---->3.00 Clean-Up Oeposit----->100.00 Pay~ents-------------->292.75 TOTAL FEES-------------->292.75 BALANCE OUE------------->.00 ********************************************************************************************************************************** N/A N/A N/A N/A Item:05100 BUILDING DEPARTMENT 10/14/1997 CHARLIE Action:APPR Item:05400 PLANNING DEPARTMENT 10/,'/14/,'/1997 CHARLIE Act~on:NOTE11141997CHARLIEAct~on:APPR Item:05600 FIRE DEPARTMENT 10/14/1997 CHARLIE Action:APPR Item:05500 PUBLIC WORKS 10/14/1997 CHARLIE Action:APPR Itim:/05700 ENVIRONMENTAL HEALTH10141997CHARLIEAction:APPR Itim:05900 LIQUOR 10 14/1997 CHARLIE Action:APPR Dept:BUILDING CHARLIE DAVIS Dept:PLANNING DEMO PLANS TO LAUREN PER MIKE MOLLICA Dept:FIRE Dept:PUB WORK Dept:HEALTH Dept:CLERK Division: Division: Division: Division: Division: Division: ********************************************************************************************************************************** See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS Ihereby acknowledge that I have read this application,filled out i nfu ll the information required,completedana ccurate plot plan,and state that all the information provided as required i s correct.I agree to comply with the information and plot plan, tocomplywith all Town ordinances and state laws,andto build this structure according to the Town'szoningand subdiv is ion codes,design review approved,Uniform Build ing Code and other ordinances of the Town applicable t her eto. e REQUESTS FOP.INSPECTIONS SHALL BE HADE TUENTY-FOUR HOURS IN ADVANCE BY TELEPHON S~nd Cl~8n-Up D~posit To:STANlSZ CONSTR .SIGN ****************************************************************************~ CONDITIONS Permit #:D97-0019 as of 11/14/97 Status:ISSUED **************************************************************************' Permit Type:DEMO.OF PART/ALL BUDG. Applicant:STANISZ CONSTRUCTION 303-595-3595 Job Address: Location:600 LIONSHEAD MALL Parcel No:2101-063-08-010 Description: DEMO OFSPACEFOR FUTURE SKI STORAGE Applied:11/14/~j Issued:11/14/1Y To Expire:05/13/1Y~h Conditions: 1.FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 3.EXITING AND EGRESS MUST BE MAINTAINED DURING DEMO ." **************************************************************** TOWN OF VAIL,COLORADO Statemnt **************************************************************** Statemnt Number:REC-0360 Amount: Payment Method:CHECK Notation:#2337 292.75 11/14/97 08:45 Init:CD Permit No:097-0019 Type:A-DEMO DEMO.OFPART/ALL BU Parcel No:2101-063 -08 -010 Site Address:600 LIONSHEAD MALL Location:600 LIONSHEAD MALL Total Fees:292 .75 This Payment 292.75 Total ALL Pmts:292 .75 Balance:.00 **************************************************************** Account Code BP 00100003111100 PF 00100003112300 D1 00100002403100 WC 00100003112800 Description BUILDINGPERMITFEES PLAN CHECK FEES CLEANUP DEPOSITS WILL CALL INSPECTIONFEE Amount 115.00 74.75 100.00 3.00 ·...e**c ont~ct Ea gl e Couaty Assessors~fice .(At 970 -:328-86~O fo r Parcel II.TOWN OFVAIL CONSTRUCTION •PARCEL II :J.LOI Ob j ()'ieJ/O PERMIT APPLICATION FORM~r-DATE:/{-/3-97 P ERNIT Ii--- APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BEACCEPTED ~•••••••••••••••••••••••••••••PERMIT INFORMATION ••••••••••••••••••••••••••••• [)-Building [)-Plumbing [)-Electrical []-Mechani"cal N -other OC/I1..0 Job Name:LIr.JrJ)~eltJ....6i.J..51ot-11E.JOb Address:6 00 L/oAl.5tL:d Co;fJJO/4 Legal Descrip1:ion:Lot '-/Block :r..Filing SUBD IVISION : OWner s Name:IJM (12£50£-1 Address:1.57 8C ~;hf!,f 12c1._Ph.¥'srS·(J...3Sp-r:I II !J..{/IJIII/C (/'fi'r/{'W Architect:Itt'O tt5.5!2c /¥e '5 Address:flo 6t7X 7{..d I ,(J.t/t7N.~Ph.'7'7Y'.>520)'il b i47 General Description:5/«(r/--8/t51r6-r S -(OIC..A-,/f.•.: Work Class:~-N ew [)-Alteration [)-Additional [)-Repair []-Other _ Number of Dwell ing units:Number of Accommodation Units: Appliances __Gas Lo gs Wood/Pellet _ VALUATIONS ***********~~******************** O'.dft:":R:$7 OO~- J plumb ing Contracto r: Addre ss : Town of vs .s i Reg.NO..'''_'_ Phone Numbe .r: Tovm of Vail Reg .NO.__. Phone Nu mber:-------------..----.-.._- Mechanical Contractor: Addr ess : ***************************~**** BUILDINGPERMIT FEE: PLUM BINGPERMIT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FE E: DR B FEE: FOR OFFICE USE ******************************* BUILDING PLAN CHECK FEE: PLUMBING PLAN CHECK YEE: MECHANICAL PLAN CHECK FE E: .RECREATION FEE: CLEAN -UP DEPOSIT: TOTALPERMIT FEES: _._•..._....._----~--------BU:.LLD ING: SIGNA'l'URE: ZONING: SIGNATURE: VALUATIONSQ.FT.GROUPTYPE .__.__._._-_._------~--Comm ents:.__ (CLEMl UP DEP.OSIT REFUND TO: .. 75 soulh trontaqe road vall,colorado 81657 (303)479-2138 or 479-2139 office 01 community development BUILDING PERt·aT ISSUANCE TIME FRMIE If th is permit requires a Town ofVail Fire DepartmentApproval, Engineer"s (Public Wor ks)reviewand approval,aPlanning Department reviewor Hea lth Depa rtment review,andareviewbytheBuilding Department,the estimated time for a total review may takeaslong as three wee ks. All com mercial {large or small)and all multi-family permits will haveto follow the abovementioned maxi mum r equirements.Residential andsmall projects should take a lesser amount of time.However,if residential orsmall er projects impactthe variou s above mentioned departments withreg ard to necessary r eview,these projec ts may also ta ke the three week period. Every attemp t will be made byth is depar tm ent toe xpedite this . .p~rmtt assoonas possible. I,the undersigned,understand theplancheckprocedu re and time frame '. ~11-/3 -71 · bate Work Sheet was turned into the Community Develoom ~~t Departme~t. .., 75 south fronlage road vail,colorado 81657 (303)479-21)8 or 479-2139 office of community development TO: FROM: DATE: SUBJECT: ALL CONTRACTORS CURRENTLYL REGISTEREDWITHTHE TOWN OFVAIL TOWN OFVAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH 16,1988 CONSTRUCTION PARKING &MATERIAL STORAGE In summary,Ordinance No.6 states that it is unlawful for any person to litter,track or deposit any soil,rock,sand,debris or material,including trash dumpsters,portable toilets and workmen vehicles upon any street,sidewalk,alley or public place or any portion thereof.The right-of-way on all Town of Vail streets and roads is approximately 5 ft.off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department.Persons found violating this ordinance will be given a24 hour written notice to remove said material. In the event the person so notified does not comply with the notice within the 24 hour time specified,the Public Works Department will remove said material at the expense of person notified.The provisions of this ordinance shall not ·be applicable to construccion,·maintenance or repair projects of any street or alley or any utilities in the right-a-way. To review Ordinance No.6 in full,please stop by the Town of Vail Building Department to obtain a copy.Thank you for your cooperation on this mattqr. Rea~dandow~e3--by:/)t~Z ~ "CJ:'//fJ 7"k!Ac r i7£~osition/Relationship to Project (i.e.contractor,owner) y //-/J-7 7 "Date • ... MEMORANDUM TO: FROM: DATE: RE: ALL CONTRACTORS TOWNOF VAIL PUBLIC WORKS DEPARTMENT MAY 9,1994 WHENA "PUBLIC WAY PERMlr'ISREQUIRED JobName:._ Date ::.....--:--,-----,__----,,------,__ Please answer t hefo llowing questionnaireregardi ng theneedfora"PublicWayPermit": 1)Isthisanewresidence? 2)Isdemolitionwo rk being performed thatrequirestheuseoftheright ofway,easementsorpublicproperty? 3)Isanyutility work needed? 4)Isthe driveway being repaved? 5)Isdifferentaccessneededtosite otherthanexisting driveway? 6)Isanydra inage workbeingdone aff ecting therightofway,easements, orpublicproperty? 7)Isa "Revocable Right Of WayPermit" required?. 8)A.Istherightof way,easementsor publicpropertytobeusedforstaging, parkingorfencing? 8.Ifnoto8A,isaparking,staging orfencingplanrequired.by Community Development? If youansweredyestoanyofthesequestions ..a"PublicWayPermit"mustbeobtained. "Publ ic WayPermit"applicationsmaybeobtainedatthe Public Work'sofficeorat Community Development.Ifyouhaveanyquestionsplease call Charlie Davis,theTown ofVail Construction Inspector,at479-2158. Ihavereadand answered alltheabove questions. JobName Contractor'sSignature Date PUBLIC WORKS PERMIT PROCESS Howit re lates toBuildingPe rmits: 1)Filloutourchecklistprovidedwithabuildingpermitapplication. Ifyeswasansweredtoanyoftheabove questions thena"Public Way"is required.Youcanpick upanapplication ateither Community Development , locatedat75S .FrontageRoadorPublic Works ,locatedat1309Vail Va lley Drive . 2)Noticesign offsforutilitycompanies .Allutilities mustfieldver ify (locate) respectiveutilities priortosigningapplication.Someutilitycompaniesrequireup toa48hournotic e toschedulealocate. 3)Aconstructiontra ffic control/staging planmustbe prepared onaseparate sheet ofpaper.Anapprovedsite planmayalsobeused.Thisplanwillshow locations ofalltrafficcontroldevices(signs,cones ,etc..)andtheworkzone,(areaof Construction ,Staging,etc..).ThisplanwillexpireonOct.15th.andwillneedto beresubm itted forapprova l throughthewinter. 4)Sketchofworkbeing performedmustbesubmittedind icating dimensions (length, width &depthofwork).Th is maybedrawnonthetrafficcontrolplanorasite planforthejob . 5)Submi t compl eted app lication tothePublic Works 's officeforreview.If required , locates w ill besc heduled for theTownofVailElectric ians andIrrigation crew.The locates takeplaceinthemorning but,mayrequire upto48hoursto perform. 6)ThePublicWork 's ConstructionInspectorwillreviewtheapplicationand approve ordisapprove theperm it.Youwillbecontactedastothestatusandanythatmay needed .Mostperm its are releasedw ithin 48 hoursofbeingreceived,but please allowuptooneweektoprocess. 7)Assoonasthepermitisprocessed ,acopywillbefaxedto Community Developmentallowingthe"BuildingPe rmit"tobereleased.Pleasedonot confuse the"PublicWayPerm it"witha"Build ing Permit"todoworkonaprojectitself. NOTE: *Theaboveprocessisforworkinapublicwayonly. *PublicWayPermitsarevalidonlyuntil November 15th. *AnewPublicWayPermitisrequiredeachyearif work is notcomplete. cdlpwa y 75 South Front age Road Vail,Col orado 81657 303 -479 -2138/479-2139 FAX303 -47 9-2452 Department oj Community De velopment INFORMATION NEEDED WHEN APPLYING FOR A MECHANICAL PERMIT 1.HEAT LOSS CALCULATIONS. 2.TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT DRAWN INTOSCALE,WITH PHYSICALDIMENSIONS AND BTU RATINGSOFALL EQUIPMENT IN MECHANICAL RO OM. 3.SHOW SIZE AND LOCATION OF COMBUSTION AIR DUCTS,FLUES, VENT CONNECTORS AND GAS LINES. 4.NOTE WHET HER ELEVATOR EQUIPMENT WILLALSOBEINSTALLEDIN MECHANICAL ROOM. FAILURE TO PROVIDE THIS INFORMATION WILL DELAY YOuR PERMIT. 75 south frontage ro ad vall,colorado 81657 (303)479-2138 (303)479-2139 off ice of community developmen t NOTICETO CONTRACTORS/OWNER BUILDERS Effec tive J une 20 ,1991 ,the Town of Vai lBuil di ng Depa rtme nth as developed the f ollowingp rocedures to e nsur e th at new cons truct ion sit es hav e ad equ ately established p roper drainage from bui lding s ite s along and adja cent to Town of Va ilr o a ds or streets . The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Va il r oads or streets and the in stallation of temporary or perman ent culverts at a ccess p oints f rom ther oado r st re et on to the construct ion site . Such appr oval mus t be o b ta ined prior to a ny request for i nsp ec tion b y the Tow n of Vail Buil di ngDepartment for footings or t emporary e l ec tric al or any other i nspe ction .Please cal l 4 79-2160 t o req ue st a n in spe ct i on from t hePu bl ic Works Depa rtment .Allow a min i ~um o f24 ho ur no tice . Al so ,t heTown of Vai l P ubl ic Works Department will be approving a ll f inai drainage and c ulvert·installa tion with resulting road p at ch i nq .as necessary .Such approval mus t be obta ined pri or to Fj nal Ce r ti fica t e of Oc c up a nc y is su ance . TOWN OFVAIL 75 S.FRONTAGE ROAD VAIL,CO 81657 970 -479-2138 DEPARTMENT OF COMMUNITY NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES ADD/ALT COMM BUILD PERMT Permit #:B99-0174 Job Address: Location ...: Parcel No ..: Proj ect No .: Eagle Bahn Gondola Bldg 2101-063-08-008 PRJ99 -0138 Status ... SApplied. Issued .. Expires. ISSUED 07/07/1999 08/04/1999 01/31/2000 Description: Maintenace deck/net,not for public use VAIL CORPORATION THE PO BOX 7,VAIL CO 81658 OWNER Occupancy:B2 Type Construction:II N Type Occupancy: B2 Type II Non -Rated TOV/Comm,Dev, Clean-up 0 '1 Refund approved amount ~~ date :20 Valuation: F ireplace Informa ti on:Rest r i cted: 15,000 #0£Gae Ap p li ances: Add Sq Ft: tl o t GaB Loge :i Of Wo od/Pal l et : Bui l ding -----:> Plan Check ---> I nveot i ga t ion> Will ca ll----> 1 95 .0 0 1 26 .15 .0 0 3.00 Restuaran t Plan Review--> DRB F ee --------~···-----> Recr eat i on Fee----------> Clean-Up Dep osit --------> TOTAL FEES--------------> .00 50 .0 0 .0 0 100.00 474 .75 Total Calcul ated Fee s---, Addi tional Feee ---------> Tota l Pe rmit Fee--------> Payme nts --------·-------> BALAN CEDUE----------··-> 4 14 .15 .00 47 4.15 4 74 .75 .00 Approved N/A N/A Item:05100 BUILDING DEPARTMENT 07/08/1999 KATHY Action:NOTE 07/27/1999 GGOODELL Action :APPR Item:05400 PLANNING DEPARTMENT 07/08/1999 KATHY Action:APPR Item:05600 FIRE DEPARTMENT 07/08/1999 KATHY Action:NOTE Item:05500 PUBLIC WORKS 07/08/1999 KATHY Action:NOTE Dept:BUILDING Routed to Gary Goodell Dept:PLANNING per Dominic Dept:FIRE Dept:PUB WORK Division: Division: Division: Division: See Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS Ih ereby acknowledge t hat Ih ave read this appl ica ti on,fi lled ou ti n ful l the i nformati on r equ ired ,completed an accurate pl ot p lan ,a nds tate t hat a l l the i nforma tion provided a s required i s c o rrect.I agree t o c ompl y with the inform ation and p lot pl an, t o comply witha ll T own ordi n ances a nd state laws ,and t o build t h is structu re a c cordi ng to t he T own's zoni ng and subd ivi s ion codes,d esign r e vi e w approved,Un iform Bu ilding code a nd o ther ordinances of the T o wn app l icable thereto . REQUESTS FOR I NSPECTIONSSHALL BE MADE TWENTY -FOUR HOURS Send Clean-Up Deposit To:Vail Resorts,POB 959,Avon 8:00 AM 5:00 PM S IGNATURE OF OWNER ORCONTRACTOR FORI S ELF AND OWNER *************************~*************************~************************* CONDITIONS Permit #:B99-0174 as of 08/04/99 Status:ISSUED ******************************************************************************** Permit Type:ADD/ALT COMM BUILD PERMT Applicant:VAIL CORPORATION THE Job Address: Location:Eagle Bahn Gondola Bldg South Side Parcel No :2101-063 -08-008 Description: Maintenace deck/net,not for public use Applied:07/07/1999 Issued:08/04/1999 To Expire:01/31/2000 Conditions: 1 .FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED IF THERE ARE EXISTING FIRE ALARMS OR SPRINKLERS. 2.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 3.AFINAL C.O.FORPREVIOUS WORK MUST BE OBTAINED PRIOR TOA FINAL INSPECTION APPROVAL BEING GRANTED FOR THIS PERMIT . 4.MAINTENANCE DECK &SAFETYNET ONLY.NOT ACCESSIBLE TOTHE PUBLIC.OCCUPANCY CLASSIFICATION UNDER THE 1997 UBC IS U-2. 5.ALL WORK IS TOBEIN ACCORDANCE WITH THE APPROVED,ENGI- NEER-STAMPED CONSTRUCTION DRAWINGS AND SHOP DRAWINGS AS PREPARED BY TRAMWAY ENGINEERING LTD.,GLENWOOD SPRINGS,CO . 6.OWNER/CONTRACTOR IS TORETAIN QUALIFIED SPECIAL INSPECTOR(S) FORAPPLICABLE SPECIAL INSPECTIONS REQUIRED UNDER CHAPTER 17,1997 UBC.SPECIAL INSPECTOR(S)ARE TOSUBMIT INSPECTION REPORTS FOR REVIEW &APPROVAL BYTHEBUILDING OFFICIAL. TOWN OF VAIL,COLORADO Statemnt •••••••••••••••••••••••••••••••••••••••••••••••••••••••**••***** Seatemnt Number:RE C-05 41 Amount :454 .75 08/04/99 15 :1 1 Payment Method :CK Nota tion :M30 965 /VA Init:LC Pe rmit No :899 -011 4 Type:A-COMM ADD/ALT COMM BUI LD P Parc el No:2101 -0 63 -08 -008 Locat i on :Eagl e Bahn Gondo la Bldg S o uth S ide T h is Payment 454 .75 Total Fe es : To ta l ALL Pmt s: Balanc e: 4 74.75 4 74.75 .00 Acc ount Code Descr iption Amo unt BP 00 10000311 1100 BUILDINGPERMIT PEES 1 95 .00 DR 00 100 003 112 20 0 DESIGN REVI EW FEES 30 .00 PF 0 01 0 00 03 11230 0 PLANCHECK F EES 126.15 AD D2 -DEP08 CLEANUP DEPOSITS 100.00 we 00 10 00031 128 00 WILL CALL I NSPECTION FEE 3.00 PREPARED 1 1/18/99 ,1 5,49 ,2 6 PROGRAM MR 4 1 SU Town o f Vai l CUST -ID CUSTOMER NAME TYPE DEPOSIT REFUND REPORT-UPDATE PAGE 1 CHARGE CODEDESCRIPTI ON TX-DATE AJ-DATE DEPOSIT AMOUNT DEPOSIT-ADJ AMOUNT ADJ USTMEN T AM OUN T AFTER -RE FUND AMOUNT 15 95 8 9 9-017 4 VAILRESORTS DEPOe DEPOSI T D2 8 /05/99 11 /18/99 100.00 1 00.00 1 0 0.00 -.0 0 TOTAL F ORCUSTOMERTY PE:D2 1 00 .00 1 0 0 .00 100.00 -.0 0 GRAND TOTAL: DEPOS IT COUNT : GIL BATCH CR EATED: 1 BATCH-0294 0 19 99 /1 1 USERID -JPOP ECK APHELD 100 .00 COUNT - 1 0 0.00 1.00 1 00 .00 - AMOUNT - .00 100.0 0 It e ...,'P'i2:0Cf\.0 \'38 TOWNOF VAI.NSTRUCTION PERMIT A4lCATION FORM INFORMATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED ContacttheEagleCounty A,SS,essorsOfficeat ~O-328-8640 forParcel # Parce/#.g,I 0 /o k3 08-00 6 Dat e:~I"i 1 lqq5 Pennit #BQq·O\J,-~,----__ I J ob Na me :<JoN DCL14-D ec t Job Addre ss:L)c&StlPr!p aM OC4.g Phon e#4;tLJ -t1 9 ~ Plumbing ()Building (.....r--Elec trical()Mechanical ()Other ( ,'~-".L>y Leg al Description:LotB lock,Filin gT /1fif...--r J)I 1J4 1I..L t.~Subd ivision _ Owners Name :J Prlk ~i Am Addres s:?0 ,e Ly 1=Vd-fL.\1 9'10 ~l Archit ect :-4JJ"'-LJM'-'-----,;=-:-=-;-::::-:c::-::-=::--,o~Addr ess::_:__7:'::;,..,.-==-=:::;-ou=-:---:-~=-Phon e#de.Le..()1'1~-(:()f'~publlG l-~E ------ e'c.L .J.-,ce:0 {:-GfJC.LH WorkClass :New(Alterat ion ~ Number of Dwelling Units :--LfJ--'-I.!-I4--=----_ Additional (Repair()Other ( Number of Accommodation Units:--L;V-=--.J/~/t _ Number andType of Fireplaces:Gas Appliances,_--\Q.-L Gas Logs---'C_'l,.,L)-----WoodlPellet,_O-=-_ B UILDING :s I~,ceo PLUMBING $_.....O.L-_ VALUATIONS ELECTRICAL:$,--_0--,..,_ MECHANI CAL $__0 _ OTHER:s 6 TOTAL $--=/::'c?'--,QC?---=--:O=----- _1-=+'--'---------Address :_ General Contractor:VI1it--~=:L18~y;;.J:::....-_ CONTRACTOR INFORMATION Address :10,~.:;I lJe4!L ,r'o f?!IoJg To~n of Va ilRegistration No ,Phone #,flO 4--:+4''f'tlO -~\l?I E ,--------eo \ph fu\d~-Ll"l q -W lllI O •PIo'1 ' Electrical Contractor:IV 1ft usn 'ral.:l . Address:_ T own of VailRegi stration No ,Phone #_ Plumbing Contractor:---t!'l.I...L)t-1.LPr.L-------- TownofVail Registration No ,_ Mechanical Contractor:.si»._ Phone #_ Address:_ FO R OFFICEUSE TownofVailRegistration No,_ BUILDING:SIGNATUR:=E-:~---:-r ~~----'--e-'---- ZONING :~J Q&.A.J:= SIGNATURE :' Phon e#_ Date Receive d JUL a 'i 1999 VALUATION ISQ,FT,GROUP CLEAN UP DEPOSIT REFUNDTO:\h 'l...b~CI.~I '+,o 'Ct)l/..Cis=t ,-}.OO"(\&lu;:;;uJ TOWN OF VAIL,COLORADO Statemnt •••••••••••••••••••••••••••••••••••••••••••••••••••••••**••***** Seatemnt Number:RE C-05 41 Amount :454 .75 08/04/99 15 :1 1 Payment Method :CK Nota tion :M30 965 /VA Init:LC Pe rmit No :899 -011 4 Type:A-COMM ADD/ALT COMM BUI LD P Parc el No:2101 -0 63 -08 -008 Locat i on :Eagl e Bahn Gondo la Bldg S o uth S ide T h is Payment 454 .75 Total Fe es : To ta l ALL Pmt s: Balanc e: 4 74.75 4 74.75 .00 Acc ount Code Descr iption Amo unt BP 00 10000311 1100 BUILDINGPERMIT PEES 1 95 .00 DR 00 100 003 112 20 0 DESIGN REVI EW FEES 30 .00 PF 0 01 0 00 03 11230 0 PLANCHECK F EES 126.15 AD D2 -DEP08 CLEANUP DEPOSITS 100.00 we 00 10 00031 128 00 WILL CALL I NSPECTION FEE 3.00 PREPARED 1 1/18/99 ,1 5,49 ,2 6 PROGRAM MR 4 1 SU Town o f Vai l CUST -ID CUSTOMER NAME TYPE DEPOSIT REFUND REPORT-UPDATE PAGE 1 CHARGE CODEDESCRIPTI ON TX-DATE AJ-DATE DEPOSIT AMOUNT DEPOSIT-ADJ AMOUNT ADJ USTMEN T AM OUN T AFTER -RE FUND AMOUNT 15 95 8 9 9-017 4 VAILRESORTS DEPOe DEPOSI T D2 8 /05/99 11 /18/99 100.00 1 00.00 1 0 0.00 -.0 0 TOTAL F ORCUSTOMERTY PE:D2 1 00 .00 1 0 0 .00 100.00 -.0 0 GRAND TOTAL: DEPOS IT COUNT : GIL BATCH CR EATED: 1 BATCH-0294 0 19 99 /1 1 USERID -JPOP ECK APHELD 100 .00 COUNT - 1 0 0.00 1.00 1 00 .00 - AMOUNT - .00 100.0 0 It e ...,'P'i2:0Cf\.0 \'38 TOWNOF VAI.NSTRUCTION PERMIT A4lCATION FORM INFORMATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED ContacttheEagleCounty A,SS,essorsOfficeat ~O-328-8640 forParcel # Parce/#.g,I 0 /o k3 08-00 6 Dat e:~I"i 1 lqq5 Pennit #BQq·O\J,-~,----__ I J ob Na me :<JoN DCL14-D ec t Job Addre ss:L)c&StlPr!p aM OC4.g Phon e#4;tLJ -t1 9 ~ Plumbing ()Building (.....r--Elec trical()Mechanical ()Other ( ,'~-".L>y Leg al Description:LotB lock,Filin gT /1fif...--r J)I 1J4 1I..L t.~Subd ivision _ Owners Name :J Prlk ~i Am Addres s:?0 ,e Ly 1=Vd-fL.\1 9'10 ~l Archit ect :-4JJ"'-LJM'-'-----,;=-:-=-;-::::-:c::-::-=::--,o~Addr ess::_:__7:'::;,..,.-==-=:::;-ou=-:---:-~=-Phon e#de.Le..()1'1~-(:()f'~publlG l-~E ------ e'c.L .J.-,ce:0 {:-GfJC.LH WorkClass :New(Alterat ion ~ Number of Dwelling Units :--LfJ--'-I.!-I4--=----_ Additional (Repair()Other ( Number of Accommodation Units:--L;V-=--.J/~/t _ Number andType of Fireplaces:Gas Appliances,_--\Q.-L Gas Logs---'C_'l,.,L)-----WoodlPellet,_O-=-_ B UILDING :s I~,ceo PLUMBING $_.....O.L-_ VALUATIONS ELECTRICAL:$,--_0--,..,_ MECHANI CAL $__0 _ OTHER:s 6 TOTAL $--=/::'c?'--,QC?---=--:O=----- _1-=+'--'---------Address :_ General Contractor:VI1it--~=:L18~y;;.J:::....-_ CONTRACTOR INFORMATION Address :10,~.:;I lJe4!L ,r'o f?!IoJg To~n of Va ilRegistration No ,Phone #,flO 4--:+4''f'tlO -~\l?I E ,--------eo \ph fu\d~-Ll"l q -W lllI O •PIo'1 ' Electrical Contractor:IV 1ft usn 'ral.:l . Address:_ T own of VailRegi stration No ,Phone #_ Plumbing Contractor:---t!'l.I...L)t-1.LPr.L-------- TownofVail Registration No ,_ Mechanical Contractor:.si»._ Phone #_ Address:_ FO R OFFICEUSE TownofVailRegistration No,_ BUILDING:SIGNATUR:=E-:~---:-r ~~----'--e-'---- ZONING :~J Q&.A.J:= SIGNATURE :' Phon e#_ Date Receive d JUL a 'i 1999 VALUATION ISQ,FT,GROUP CLEAN UP DEPOSIT REFUNDTO:\h 'l...b~CI.~I '+,o 'Ct)l/..Cis=t ,-}.OO"(\&lu;:;;uJ Department of Community Development 75SouthFrontage Road Vail.Colorado 8/657 970-479-2/38 FAX 970-479-2452 •~.''''''..''. ~ WORLD CHAMPI ON SHIPS A l PINESK I 199 9,VAlt-Bf.AVEIl CR EEK COLORADO ,USA TM BUILDING PERMIT ISSUANCE TIME FRAME Ifthis permit requiresaTown of VailFire Department Approval.Engineer's (Public Works) reviewand approval,a Planning Department review of Health Department review,andareview bythe Building Department,the estimated timeforatotalreviewmaytake as long as three (3) weeks . All commercial (large or small)andall multi-family pennits will havetofollowtheabove mentioned maximum requirements .Residentialandsmallprojects should takea lesser amount of time .However,if residential or smaller projects impactthevariousabove mentioned departments withregardto necessary review ,these projects mayalsotakethethree (3)week period. Every attempt willbemadebythis department toexpeditethis permit assoonas possible. I,the undersigned,understand thePlanCheck procedure andtimeframe .Ialso understand that if the permit isnotpickedupbythe expiration date,thatImuststillpaythePlan Check Feeand thatifIfailtodosoitmay affect future permits thatIapplyfor. Agreedtoby: ProjectName:--'-_ Date:_ Work Sheetwasturnedintothe Community Development DepL (')RECYCLED PAPER TO: FROM: DATE: SUBJECT: ALLCONTRACTORSCURRENTLYREGISTERED wrrn THETOWNOFVAIL TOWNOFVAILPUBLICWORKSANDCOMMUNITYDEVELOPEMENT JANUARY1,1999 CONSTRUCTIONPARKINGANDMATERIALSTORAGE CODE5-2-10:DEPOSITS ON PUBLIC WAYS PROHffilTED A .Unlawful deposits:Subject to subsection C thereof,itis unlawful forany person to litter, track or deposit,or cause to belittered.,tracked or deposited,sand,gravel,rocks ,mud ,dirt , snow,ice,orany other debris or material uponan y street,sidewalk,alley or public place,or any portion thereof. B .Notice;Abatement:The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof,orwhohasinthe Director's employment a person who violates orcauses another to violate the same,top remove such sand,gravel,rocks ,mud ,dirt,snow ,iceorany other debris or material within twenty four (24)hours after receipt of saidnotic e bythe Director of Public Works.Inthe event th e person so notified do es not compl y withthenot ice within the period o f time herein specified,th e Director of Public Works ,or other authorized agent,may cause anysuchsand , gravel,rocks ,mud ,dirt ,snow,ice,debris orany other material tobe remov ed froman y street or alley at the expense of the notified. C.Exceptions :The provisions of subsection A hereof shallnotbe applicable : I .W ithin th eimmediate area of any construction,maintenance or repair project of an y street orall ey or of an y water main,s ewer ma in,electricity line,gasline ,telephone line orany appurtenance thereto; 2.To deposits of sand ,dirtor materials necessary forthe protection of thepubl ic safety;and 3 .To public areas designated forthe dumping or depositing of said materials . D .Summons;Penalty :Asan alternative tothe notice for removal provided in subsection B above,any person who v iolatesor causes another to v iolatethesame ,mayb e issued a summons to appear before the Municipal Court of the Town forsaid violations,and upon be ing found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. E.Notice ;Penalty :Itis unlawful forany person tofailorrefuseto comply withthe notice of the Director of Public Works as provided in subsection B hereof,andanysuch person shall ,in addition topa yment of theexpense of removal incurredby the Director of Public Works,as pro vided in subsection Bhereof,uponb eing found guilty o f a violation her eunder,be puni shable as provided inSection1-4-1 of thisCode .(1997 Code:Ordinance 6 (1979) Readandacknowledged by :~1~~ PositionorRelationshipto Project:""D---::=-->r2.-<...:LV=..>'IV~(Z,-,f-,,---,-_ (i.e.contractororowner) Date:~-<-..+.t-1--4-[J _ TO: FROM: DATE : RE : MEMORANDUM ALL CONTRACTORS TOWNOFVAILPUBLICWORKS JANUARYI ,1999 WHENA "PUBLICWAYPERMlT:ISREQUIRED JOB NAME :<1ro..::....:::::..:.N.Pa---".'-=--'-',4-_--"'----===-_ DATE:-9:(9-11"7 PLEASEANSWER THE FOLLOWING QUESTIONNAlRE REGARDING THE NEEDFORA "PUBLIC WAY PERMIT": l.Isthisanewresidence?YESNO ~ 2.IsdemolitionworkbeingperformedthatrequirestheuseoftheRight-of-Way,easements or publicproperty?YES__NO~ 3.Isanyutilityworkneeded ?YES__NO ~ 4 .Isthedriveway being repaved?YESNO ~ 5.Isadifferentaccessneededtothesiteotherthanthe existing driveway?YESNO L---"'" 6.Isanydrainageworkbeingdone that affectstheRight-of-Way ,easements,orpublicproperty? YES __NO~ 7.Isa "Revocable Right-of-Way Permit"required?YES__NO~ 8.A.IstheRight-of-Way ,easements orpublicproperrytobeusedforstaging,parkingorfencing ? YES __NO ~ B.IfNOto8A ,isa parkingstaging orfencingplanrequiredbyCommunity Development? YES __NO_~_ If you answeredYEStoany of thesequestions,a "Public Way Permit"mustbeobtained . "Public WayPermit "applications maybeobtainedatthe Public Work 's officeoratCommunity Development.If youhaveanyquestionspleasecall Leonard SandovalfromPublicWorksat479-2198 . IHAVEREAD ~l\lD ANSWERED ALLTHEABOVE QUESTIONS . ~fs:=-~ contracto~~ Date:7:(?-1Y1 CompanyName . PUBLIC WORKS PERMIT PROCESS Howitrelatesto Building Permits 1.Filloutourchecklistprovidedwitha Building Permit Application . If yeswas answered toany of thequestionsthena "Public Way"isrequired.You canpickupan application ateither Community Development ,locatedat 75 South Frontage RoadorPublicWorks,locatedat 1309 Vail Valley Drive. 2.Notice signoffsforutilitycompanies.All utilities mustfieldverify (locate) respective utilitiespriortosigningapplication.Some utility companies requireup to 48 hoursnoticetoschedulealocate . 3 .A construction traffic control/staging planmustbe prepared ona separate sheet of paper.An approvedsiteplanmayalsobeused.Thisplanwillshow locations of all traffic controldevices(signs ,cones ,etc.)andthe work zone,(area of Construction,Staging,etc .).Thisplanwillexpireon November 1standwillneed tobe resubmitted forapprovalthroughthewinter. 4.Sketch of workbeing performed must besubmitted indicating dimensions (length, widthanddepth of work).Thismay bedrawnonthe traffic controlplanorasite planforthejob. 5.Submit completed application to t hePublic Work's officeforreview.Ifrequired , locateswillbe scheduled fortheTown of Vail Electricians and Irrigation crew . Thelocatestakeplaceinthemorning,butmayrequireupto 48 hourstoperform . 6 .The Public Work 's Construction Inspector willreviewthe application and approve ordisappro ve thepermit.Youwill be contacted astothe status andany requirements thatmaybeneeded .Mostpermitsare released within48hours of beingreceived ,butpleaseallowuptoone (1)weekto process. 7.Assoonasthepermitis processed ,acop y willbefaxedto Community Development allow ing the "Building Permit"tobereleased.Pleasedonot confuse the "PublicWay Perm it"witha "Building Permit "whichistodo work onaprojectitself. NOTE : The above processisforwork inapublicwayONLY. Public Way Permits arevalidonlyuntil November 15th . Anew Public Way Permit isrequiredeachyear if work isnotcomplete. Project Name :VailAssociate s 8esign Review Act1tn Form TOWN OF VAIL Project Description:Construct deckandnetonsouthside of EagleBahnGondola. .Owner ,Addre ss andPhon e:VA,POB7,Vail 8 1658 Architect/Contac t,AddressandPhone: Project Street Address: Legal Description:Tract D ,Vail Lionshead 1st ParcelNumber: Comments: Project#:PRJ99-0l38 Bu ilding Name: ~#Jue ;Sh//" /(t7pf ~Icflcr /f~Y ~E~ Board /Staff Action Motionby: Secondedby: Vote : Action:Staff approval Conditions:Color of deck,railings andsupportof nettobegreythatmatches existing structur e. TownPlanner:Jeff Hunt Date :5-13-99 F:lEVERYONEIOR B/APPROV Al./99Nacagleb DRBFeePre-Paid :20.00 I --·I 'I I ~e I i ii I I N<;-----,.....,------- L=4 HO LES 0 7/8 1"10 1 3/8 ~iJ 1 3/8 f--2 1/8 1'!~ .-<00 00------,.....,,....., ------f + ---- ----1------ -------- -e--e- ------<.D --,.....,,....., -------- ---++--- ----00 00 ----------,.....,,.....,--n ~tL 0e ., ID VA-J r -..I cel ver i CPTSB JUL 0 7 1999 '. 1 1 ANG LE 3-1/2 x3-1/2x3/8 x6 AST M-A3 6 // IND EX REQ 'D DESCR IPTION MATER IALREFEREN CE FO RMA T GENERAL TOLERANCES U NLESS INDICATEDREVDESCRIPTIDNBYDATE 185-89 EAGLE BAHN DECK FABRICAnoN:LINEAR FRACTIONAL :il/16" VAil RESORTS ,INC.ANGULAR FRACTIONAL :i1/2· ANGLE lOCHINING :LINEAR DECIMAl x.x:i .05 " LI NEAR DECIMAl x.xx:i.005 " FOR STRI NGER -TO -CROSSBEAM CONNECTIONS LI NEAR DECIMAl X.xxx :i .OOOS " THIS D[~GN AND OOAWlNG All[THE PROP£RIY or lRAlIW~y ENG I Nm~G I TO.IXlPUCAnoN OR USE IN WHOLI OR PM!WITf()U!PERII~~O N s PROHIBIITO.ANGULAR DEC IMAL:i .r DRAWN BY:TREA TMEN T:PAINT TOT.WT.(LBS ):45\J ~~[J¥A]\Yi\Yl ~W DBl DES IGNED BY:MAR K REO 'D:/OUAN TITY:56x~IM~DIM~~~DIM~.IL ii"1Q).DB l MARK LOCATIO N:OTHER REf.: DATE :// 302 8TH ST.,SUITE 325 P.O .DRAWER 16 0 06.22 .99 FORMAT DRAWIN G NUM BE R REVI SION GLENWOOD SPR INGS ,COLORADO 81602 SCALE(S ):A 185-89-13 /(970)945-22 36 FAX (970)94 5-29 77 1/2 e e ~9=0 t rU3/4 7 3/4 1 '"<,- -e- '-. '+'"+ '"'-.s--; en p 0"'"<, '"G/ jate Receiv e,81/2 4 HOL ES '/J 5/8 JU L 0 7 19 99 CPTSB ID VA-030 1 1 PLAT E1/2 x 7 x 8-1/2 ASTM-A36 // IN DE X REQ 'D DESCR IPTIO N MATERIAL REF ER EN CE FORMAT GENERAL TOLERANCES REV DESCRIPTION BY DATE UNLESSINDICATED 185-89 EAGLE BAHN DECK FAB RICATION:LI NEAR FRACTI ONAL:±1/16" VAIL RESORTS,INC .ANGULAR FRACT IONAL :il/2' COUNTERPLATE ~ACHIN I NG :LINEAR DECIMAL X.x:±.os" LINEAR DECIMAL X.xx:i.OOS " FOR NET FRAME BRACING LINEAR DECIMAL X.xxx :±.OOOS " lHlS OESIGN NlD ORAI\1N GARE lHE PROPERlY Of _WAY ENQNEERING lTO.OUPUCATI ON ORUS[IN WHOLE OR PART I\1THOUT PER~IS SI ON IS PROOIBllIO.ANGULAR DECIMAL:±.1' 5"N [Pcl ~(j\{A]\'!AYl ~W ORAWN BY :TREATMEN T:PAIN T TO T.WT.(L8S): DBL B.2 DES IGNED BY:~ARK REQ'D:/QU ANTI TY:5x[g1M@DIM[g[gIRlDIM~,l6 1FlQ).DBL ~ARK LOCATIO N:OTHER REF.: DATE:// 302 8TH ST.,SUITE 325 P.O.DRAWER 160 06.25 .99 F O R~AT DRAWING NU ~BER REVISI ON GLENWOOD SPRINGS,COLORAD O 81602 SCALE(S ):A 185-89-21 /-..lL (970)945-2236 FAX (970)945-2977 1/2 It e ~I~==} 00 ---n Lr'7 1/2 3/4 , -e----1"+n + -e-..,. ------n -..,.<D fit ()..,. <;n I II gJe Receiv 4 HOLES ,S/B ~9 I l JUL 0 1999 CPTSB ID VA-030 11 PLA TE 3/8 x 6-1/4 x 9 ASTM -A36 // INDE X REQ'D DESC RIPTION MATERIAL REF ER ENCE FO RMAT GENERAL TOLERANCES REV n><:rRIPTlnN "y nAT >UNLESS INDICATED 185-89 EAGLE BAHN DECK FABR ICATION :LINEAR FRACTIONAL:i1/16" VAIL RESORTS,INC.ANGULAR FRACT IONAL :i1/2' COUNTERPlATE MACHIN ING :LINEA R DEC II.lAL X.x :i.OS" LINEAR DEC II.lAL X.xx:i .OOS" FOR NET FRAME DI AGONAL 18 5-89-20 LINEA R DECII.lAL X.xxx:±.ODDS" TlIIS DE~GN AND DRAWING IRE !H E PNOPE RIY Of !R\MWAY EN GIN EERING LfD.DUPUCAn ON OR USE IN WHOLE OR PIRT WlTHOU]PERMISSION IS PROH IBITED.ANGULAR DEClI.lAL:i.r 5 r'\l ~ffi\~\YAY!ffi\W DRAWN BY:TREAM NT:PAINT TOT.W].(L8S):5.8DBL DESIGNED BY :MARK REO'D :/OUANTl TY:2x~IM~OIM~~IROIM~.Ib 1J"1Q).DBL MAR K LOCATION:OTHER RE F.: DAT E:// 302 8TH ST.,SUITE 325 P.O.DRAWER 160 06.25.99 FORMAT DRA\\1N G NUMBER REVISI ON GLENWOOD SPR INGS,CO LORADO 81602 SC ALE (S):A 185-89-22 /(970)945-2236 FAX (970)945-2977 1/2 ~It e cF =t N .......... C1 I -1 9 1 - f ++ <.D co ~0- I I ~~4 HOLES ¢7/8 ~e c e ·v11 (.1 CPTSB ID VA-030 JUL 0 7199:-1 1 1 PLATE 1/2 x 8 x 11 AS TM-A36 // INDE X REQ'D DE SCR IPT IO N MAT ER IAL REFE RENCEFOR MAT GENERAL TOLERANCES REV DESCRIPTION BY DATE UNLESSINDICATED 185-89 EAGLE BAHN DECK FABRICATI ON :LINEAR FRACTIONAL:±1/16" VAIL RESORTS .INC .ANGULAR FRACTIONAL :±1/T COUNTERPLATE IlACHI NI NG:LINEAR DECIMAL x.x :±.D5" LINEAR DECIMAL x.xx:±.OD5 " FOR CRUTCH 185 -89-23 LINEAR DECIMAL x.xxx:±.0005" IHIS D!~GH AND ORA ~NG AR E mE PROP£RlY Of _I ENGI NE ERING LID.IIJl'UCAnllN OR US[IN WOOl.[OR PART W11fllUT P[RW ~SlOO IS PROHmITE D.ANGULAR DECIMAL:±.r DRAWN BY:TREAT UE NT:TOT.WT.(L8S):6 ~~~[N!A]W ~W DB L PAIN T 12.1 DESIGNED BY:MARK RfO·O:/OUANT ITY: Ixjg~~D~jgjgIRD~~.1b'1r1Q).DB L MARK LOCATION:/OTHER REF.: DATE:/ 302 8TH ST..SUIT E 325 P.O.DRAWER 160 06.25 .99 fOR MAT DRAl'IlNG NUMBfR REViSION GLE NWOOD SPR INGS.COL ORAD O 81602 SCAlI(S):A 185-89-24 /(970 )945-2236 FAX (970 )945-2977 1/2 e e ITI,I ~~I N-.... d 1 16 11 ~1',1, U")r-- ~0 J-r \.1~4 HOLES ¢7/8 18 Date Rece iv ;1 JU L 0 'J 1999 CPTSB 10 VA-030 1 1 PLAT E 1/2 x 7 x 18 ASTM -A36 // INDEX REQ'D DE SCR IPTIO N MATERIAL REF ER EN CE FOR MAT GENERAL TOLERANCES REV DESCRIPTION BY DATE UNLESS INDICATED 185-89 EAGLE BAHN DECK FABRICATION :LINEAR FRACTIONAL:±1/16" VAI L RESORTS,INC .ANGULAR FRACTIONAL:±1/2' COUNTERPLATE MACHINING:LINEAR DECIMAL X.x:±.DS" LINEAR DECIMAL x.xx :±.OOS" FOR CRU TCH /NET FRAME 185-89-22 LINEAR DECIMAL X.xxx :±.OOOS" !HIS Il:SICN AN D DR.lWlN C M1£l\i[PI<OP£R1Y (J lRAIIWAY £I«lNIIRING LTD.IJU'UCAllON OR USE IN WHOL£OR PART ll11t1li1T P£R\l5 ~OH 5 PROOlBIliD.ANGULAR DEC IMAL:±.r 6f\J~~~\YAYl~V DRAWN BY:lREA TUENT :PAINT TOT.WI .(lBS):17.5DBL OCS IGN ED BY:UARK REQ'O:/QUAN TITY: 1x~~~D~~~IFRD~~.I!..YIQ).DBL UARK lOCAnON :OTHER RIJ.: [)AT E:// 302 8T H ST .•SUITE 325 P.O .DRAWER 160 06.25 .99 FORUAI DRA\\1NG NU~BER REVISION GLENWOOD SPRINGS ,COLORADO 81602 SCAlf(S):A 185-89-25 /.......L-(970)945-2236 F/J:t.(970)945-2977 1/4 e e ~~=t83 / 4 9 3/4 r s- ....<,r +...., +, ""--....co <D +))....--........, II.10 1/2 '""-l.Le R . 4 HOLES 0 S/8 ~!Jalll ,Ct;;JV ~ CPTSB 10 VA-030 JU l 0 71 99 1 1 PLATE1/2 x 8 x 10 -1/2 ASTM -A36 // INDEX REQ 'D DE SCR IPTIO N MATERIAL RE FER ENC E FO RMAT GENERAL TOLERANCES REV DESCRIPTION BY DATE UNLESS INDICATED 185-89 EAGLE BAHN DECK FAB RI CATI ON :LI NEAR FRACTIONAL :i 1/16" VAIL RESORTS ,INC .ANG ULAR FRAC TIONAL :i,/T COU NTERPLATE IlAC HINING :LINEAR DECIMAL X.x :i .OS " LINEAR DECIMAL X.xx:i .OOS " FOR BRACKET 185 -89-26 &CENTER COLUMN /NET FRAME CONNECT ION LINEAR DECIMAL X.xxx:i.OOOS" ~IS ()[SlCN 1M)DRAIl1NC ARE ~[PROP£RlY Of _Y [NClN [[RING LlO.IIJPUCATION OR US[IN WHOIl OR PIRT WITHOU T P[RIj ISSlCN IS PROH8n:O.ANGULAR DECIMAL:±.1' DRAWN BY:TREATUENT:PAINT TOT.WT.(LBS):11.7S1\J~~[Mt]W ~W DB L DE SIGN ED BY:MARK REO'O:/OU ANTilY:1xjglM~DlMjgjgIRDIM~.IL 1J"1Q).DB L MAR K LOCATION :OTHE R REF.: DATE:// 302 8TH ST.,SU ITE 325 P.O.DRAWER 160 06.25 .99 fOR UAT DRAWI NG NUMBER REVIS ION GLENWOOD SPR INGS ,CO LORADO 8160 2 SCALE(S):A 185-89-27 /(970)945-2236 FAX (970)945-2977 1/2 JUL 0 1 '95 12:41 PM VA PLA NDESIGN CONS Vail Associates,Inc. ~...,.....t ._.... June 29,1996 Mr.Dan Stanek TownOfVail Department orCommunity Development 75SouthFrontageRoad Vail,CO 91657 RE:Llonshead Gondola Terminal EgressIssues ..t ,~,I .~.. •• Dear Dan: AsRequested in our meetingofJune25,1996.the following is a summary ofthe agreed method of assuring adequate egressfromthetunnel between thenewgondolaterminal structure andthe existing gondola building at Lionshead: 1.Thetunnelwillbe constructed with I 112 hourrateddoorsat each endon magnetic hold opens connected tothesmokeand flre alarm system in the tunnel. 2.Melick Associates will provide additional floorplans indicatingtwomeans ofegress from the(tunnel's)entrance oftheexisting buildingtothe outside.Oneshallbe to the Northandoneshallbe to theEast. OwIlM on.Op<t,"to ~of 3.Theegresspathswillbe upgrade d for exit signageand lighting . val'(hiver Cr~('k••~J!)ff .,<1Arrowll...MMlOi"'"4.YoderEngineering willprovide calculations fortheir air exhaust planforreview by Mike McGee oftheVallFire Department . S.Afuture meeting will be convened togothroughthe fire protection system design. Wewillsubmit revised plans noting thesechanges.Pleasecontact me:if thereareany furtherissuesneeding attention priortotherelease of a building permit. ~I'"WDl'Jl A~rUll IJI CIWI"~HII' rMUIIM tlnW ••~I ,,•• File:QS78 •107.1 POBo>7·Vail,Co lorado.81658'p hone 970476560' ~:Mike Mc~•TOV Chuck Feldman -TOV GeorgeRuther-TOV ChipMelick-Melick Associates Steve Boyd -Yoder Engineering BetsyCole JackHuon Fromthe desk of... \~e:~. \J...f71 .3/~3 Lauren Waterton d-/.Z A-2-2. J4~.I £1.0 A'-1.1 ~J../.1. Lowt../Z...erE-uwi.J-?A'i~ ~~.2D tP JJor \,JJhs2c i-::,t-h'ta::>1'1hr t: J..J.0J..l -=R IA-5r'E5e.Lou'-JEYZ I 1-'.1 Vail Associates,Inc. ••••••••••••••••••••••••••..••...••••••••••...••••••to ••••• PHONE PO Box 7. Planning , FAX Vail co 81658 Design &Construction Department ~.•• 303 479 3148 -V24 FAX COYER SHEET phone 303 479 3140 (IX .303 479 3148 SNClW REPORT NEW SNOW sETTLED BASE SKIES DATI l --l-'9_le"""----_ TIM! TOTALPAG!$~• REGARDING .t~~bQ""d~l~\ec.uw'~ MESSAGE ~&1 M '1;-";r!=.v-C>0 ~ 1IlI~_ 111-"'''''''1-,t ..t'I"M~k lng VClCQ tlon Ortllms Coml Trull ••••••••••••••••••••••••••••••••••••••••••I••••••••••••••• fI!...~,..... ARTHUR A.A BPLANALP,JR. A TT ORNE Y A T LAW 75South Frontage Road Vail,Colorado 81657 970 -479-2138/479-2139 FAX970 -479-2452 DUNN.ABPLANALP &CHR ISTENSEN.P.C. SU ITE:300 VA I L B ANK B U I L DING (303)476 -0300 10 8S OU TH rRO NTAGE R OAD w EST (3 03)4 76-476 5 FAX VAll ,COLO R A DO 8 16 57-5087 .' C Ol\1MUNITY DE VELOPMENT FAX TR.A.t~S1\nTTAL SHEET T O:4[-+!!--L p{q/1Q{() I (\j-1 7 ~ CO MPAl'-lYNAME :su.a tf e.-fJ C FAX TELEPHOl\"E l\lJMBER:L-{76-LI7{;5 FR OM:0i (00 C V r-M u £-I-e-. DATE :u .~(4/q b #OF PAGES IN DOCT.J1vfENT(S)(i\'OT INCLUDING COVER SHEET ),_ RESPONSE REQUlRED ?/--/__O _ -:Y-c-SENTBY:-:.-_ TOWN OF VAlL COMl"f(JN1TY DEVELOPMENTFAX #:(970)479 -2452 TOWN OF VAlL Cm.1MID.lITY DEVELOPMENT TELEPHOl\TE #:(970)479-2 138 notoJ R£Cl'C1.£D PAPER "••"-'$"..',-'".•.•..:-'".;.-'.;.""."-. 75South Frontage Road Vail,-Colorado 81657 970-479-2138/479-2139 .FAX 970-479-2452 .. Department of Community Development COMMIJNITY DEVELOPMENT F A.X TRA.'\'S:'\llTTA LSHEET TO:----'-_ Cm.1PA.'-Iy ~.~fE:_ FAX TELEPHO::,\'E ;'\'1;"?\1BER:--'-_ FROM :_ DATE:TTh·fE:_ #OF PAGES m DOCID1:E}.TTCS)(KOT IXCLUDING COVER SHEET),_ RESPONSE REQlJlRED?--,-__ SENT BY:_ (970)479-2452TOWNOFVAllCm"fMD1xlTY DEVELOP~1ENT FAX #:-'."'-''''4-.!-.!-..o<.--''-''''-'''-_ (970)479-2138TOWNOFVAllCO~1}vfU~lTYDEVELOPMENT TELEPHOl\TE #:_--l.<u.J,l.,~.t.::.=...'""""'-_ SPECIAL Cmf1·fENTS A..'\1)}\OTES: OPEN {tJG- ., ~~_~,.~""J¢l J '1'1'1 :.:;.;,JIJAI\E ("~.\IA~\,(C06-:I~EI~lt) ,_._.13~,,;>t4Z.t='nN',frU"LY1C G·Lojj£' I TYPE.Y &L!'S5 REI'R",~'J "j<. _"""".....-i 1.I\C6-lJ I-'13 fl 5 E :SoC K ET-r t:•"p .~I 0''''~,.~,uno rf H X J 1"O .D.~'A ..-1-.....'----.-",./1 D V""ICc.:6 A Li..A 5 T :fI:1I-1P1 <'IIj-O(I'?. __70 /,oJ H ps 2.0C:./ Loc,,-4ceJ i,l Vc:r -hc1e Arm 'J I .. 1 .'( ~l T I I i, i I i I _'7 el t",w f er [((yC-l~s -0t+ IS -f4..e.q c-(<.;a,.L C"e,~rS("''''&<£' ,,, 8Y ,x,--"APPRo vI:CD;-FfT------- @RG:C'I-.__o PC:N I /'IG- ®-_...::Ac cc=::·f-lo LE I I I, 1, I I I I 11J ~ nYU )3( 5 'PA lA LD 1/-IGo Cu,STo mE'R: LIGHTING 5CUL'PTURA T .1 5E.~:IE'S OWl""of IjA IL PI ":-.--\.. I ._.1-+-_. 'I ~' I I I. ! TI~!j.__..........A 1)Vf'c ...\C.~6 AU ..A s T 1i9 1 #1<-lP1 'l13-0 1l '?.L I "(.'!~-1 0vJ HPS 2..0S v !O l "0Y L\\I I A~_r,"C?T.oPEN I NG-""meO i o Ver' ric erm T I i ,;,i·,..:. c:>7~{{pw /'dLCjc.~s*:,fr- I s -f4~<Z c-f~"'c of ,~r s '''<£ • ,. i ,III:I I I i I , ) __®RCC1 -o PE /'II NG- @---=A cC E ~:.Ho LE e4J'f:fW-e- -+----BY,""o ,D,13A 5E I "DIA-BoLT elL +0 -t: PLATE C I P.C I-E x_.._-_......._- AP PR.o vE D-r.hSyr------- D A -:rii -·-- 5 'P AU I..D J !'-Ie;. C usTo mER: LIG HT'NG SC U L 'PT u hA-r-l ,~5 E ~:I t:5 I OW f'I of V A I L '1 I May 17,1996 Vail Town Council Vail,Colorado Via Fax:970/479-2157 Dear Vail Town Council: The Engelman Family,consisting of twenty-seven people spanning four generations,have skied Vail since 1963 and have owned the house at 655 W.Forest Road since 1965.Robert and Mary Engelman (ages 83 and 81,respectively)resided In Vail until medical conditions required them to move away last year. Several of the second generation lived and worked in Vail for periods of time over the past two decades.Third generation emebers are now living and working in Vail,with another expected to move there in two weeks. We are all unalterably opposed to the use of the Lionshead Gondola to service night skiing. The gondola's transition through residential neighborhoods and the proximity of homes to the ski run leading to the facility make its use inappropriate to the character of the neighborhood.Use of the Vista Bahn out of the commercially concentrated Main Village is more appropriate.It would not have a negative impact on the surrounding community. Thank you for your considertion. S1:~Mfi'""B.Engelman G \~ 0 03 NOTE -COPY OF PERMIT TO BE KEPT ON JOBSITE ~~\'-.J: 8/24/88DATE 1..;.., ~, IIIIII IV(0 PERMITNO. 1.TYPE OF CONSTRUCTION 2.OCCUPANCY GROUP A@)E HIRM BUILDING $10,000.00 DIVISION 102a 34 z ELECTRICAL 2,000.000;::GENERAL DESCRIPTION OF WORK:«PLUMBING N/AOperatorcontrolhouseforskilift::> ..J«MECHANICAL N/A> TOTAL $12,000.00 TYPE GROUP G.R .F.A.VALUATION PERMITFEES VB2151 12,000.00 BUILDING PERMIT 135.00 tftIF 88.00PLANCHECK g-:>.6 ELECTRICAL 44.00 ~1tU..NEW CO\)ALTERATION ()ADDITIONAL ()REPAIR ()PLUMBING --- DWE LLIN GUNITS _0_ACCOMMODATION UNITS_0_MECHANICAL ---~~ 8'9 II NO .FIREPLACES 0 RECREATION FEE ~HE IGHT IN FT .-----"l' INSULATION :TYPE THICKNESS R·VALLUE DESIGN REVIEW BOARD 25.00 FLOOR CLEAN -UP DEPOSIT 100.00 EXT .WALLS USE TAX --- ROOF TYPE ELEC .GAS TOTALPERMITFEESOF 392.00 SOLAR WOODHEAT Garz.Murrain 8/24/88 ADDITIONAL PERMITS NEEDED :BUILDING OFFICIAL------DATE ----- s.!!INITIAL Rick Pylman 8/24/88---------------ST.CUT I j ONING ADMINISTRATOR DATE BLASTING J ZONING &BUILDING NOTES : PARKING Meet DRB approval \ I\DEMO I hereby acknowledge that Ihaveread this application,filled out in full the information required , completed an accurate plot plan ,and state that allthe information provided as required is correct.I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,andto build this structure according tothe Town's zoning and subdivision codes,design review approved,Uniform Building Code and other ordinances ofthe Town applicable thereto. Clean Up:-----':'.'\\S~-~ SIGNATURE OF OWNER 'bR CONTRACTOR FOR HIMSELF AND THE OWNER . o PLUMBINGoFOUNDATIONo CONSTRUCTION PERMIT TO BE FILLED OUT COMPLETEL YPRIOR TO ISSUANCE OF PERMIT TYPEOFPERMIT [XJKBUILDING [XJK ELECTRICALoMECHANICAL __LEGAL LOT BLK DESC.FILING JOBNAME :Born Free Express OWNER NAME Vail Associates MAIL ADDRESS P.O.Box 7 CITY Vail PH .476-5601 ARCHITECT FIRM Doppelmayr Co.,Inc. MAIL ADDRESS 4935 Iris Street CITY Wheatridge PH.422-2483 FIRM Doppelmayr Co.,Inc. GENERAL CONTRACTOR TOWN OF VAIL REG .NO. TELE.422-2483 FIRM Double Diamond Electric ELECTRICAL 134-BTOWNOFVAILREG.NO.CONTRACTOR TELE .476-6272 FIRM N/A PLUMBING TOWN OF VAIL REG .NO .CONTRACTOR TELE . FIRM N/A MECHANICAL CONTRACTOR TOWN OF VAIL REG.NO. TELE. OTHER FIRM N/A TOWN OF VAIL REG .NO . CONTRACTOR TELE . 1M printery/vall !.', NOTE-COpy OF.fERMIT TOBEKEPTONJOBSITE --;'--f 6"5" XDATE ~THE FOLLOWING IS NEEDED FOR FILING PERMIT: L tt f d(IF APPLICABLE) n CONSTRUCTION PERMIT,. ,•p .'Y ". .~'.'J l.e er rom con 0 assn..lo·wnman "III III I vfi)2Sets pf connl eta drawl ngs/e xp 1ana t i 0I.TYPE OFCONSTRUCTION 2. department of community development 2.OCCUPANCY GROUP ~H I R M BUI LDIlIG c.1)$)cocl y. ***PLEASE FI LL OUR WHEHE THE (X)~lI\RKS ARE !z ELECTRICAL ~;;;("0 00 X TOSEFILLEDOUTCOMPLETELYPRIORTOISSUANCEOFPERMIT DIVISION I 2.34 Q I-JIJ/IA.'XI"GENERAL DESCRIPTION OFWORK:«PLUMBING TYPE OF PERMIT o~co,-\(,-e r u ejye\$D0<;(?:> ...J-c lJ \A-X.&BUILDING o PLUMBING ~J'...f&r s \;\\\B >MECHANICAL ~ELECTRICAL o FOUNDATION '\TOTAL pt \;:).ClG 0 XoMECHANICAL0TY2EGROUPG.R.F.A .VALUATION PERMIT FEES LEGAL LOT BLK 1J-(1;_'2-/7;'//J .a:::u /=-BUILDING PERMIT 13 S;~'. FILING v 'is-f,cCDESC.PLAN CHECK JOB NAME:OOt"l'\t-~e exp-es s ~ELECTRICAL 44"C'C...J OWNER NAME Va.'\Pr?Sc.c ,ccir s.If fl EWC><t/ALTERATIO N ()ADDITIONAL()REPAIR()PLUMBING , MAli ADDRESS ~O '?>9?('":J-1'-~LL I N G UNITS ~ACC OMMOOATION UNITS ~MECHANICAL - \Ie..:,\Co .PH.4~-'&.0 \~-.CLCITYHEIGHTINFT.NO.FiREP LACES RECREATION FEE .... ARCHITECT FIRM ~\VXXl '":F t c .1.V\C..INSULATION:TYPE THICKNE SS A·VALLUE DESIGN REVIEW BOARD h -"'2-~~~ MAIL ADDRESS 49:;,'5 ..,U"',~~+.FLOOR CLEAN·UPDEPOSIT /'c:::>0 r c <:.. CITY lUh?o..T ~\cJ op .PH.4.).)..-;).4%.3 EXT .WALLS USETAX ~pJ\n9'Y LD'-U,\c. ROOF GENERAL FIRM TYPE ELEC.GAS /TOTAL PERMJT FEES '3 9~...".=:....CONTRACTOR TOWNOFVAIL REG.NO.OF (Lj-))..,~Y ll ~HEAT SOLAR WOOD ~.4"£r-TELE. FIRM ~bi e Di MY'U.,cl €1eC.'riL \---------------ADDITIONAL PERMITSNEEDED:I]U I L D I~C I A L r ~DATE ELECTRICAL TOWNOFVAILREG.NO /3 4'13.....--s:!!~1 0~I NG A M ~ATO #L --'-DATE----NTRACTOR TELE.4+~-(;~+d. ST.CUT /''" BLASTING !II o fYR'"ts t=ZONING &BUILDING NOTE~ FIRM ""IA I w:..PLUMBING PARKING ---&'kt£.qt-~ TOWNOFVAILREG.NO,7"1/CONTRACTOR DEMO ,TELE . :;V \If'\I hereby acknowle dg e th a t I have read this application.filled out in full the information required,FIRM MECHANICAL com ple t ed an acc u rat e ~:o !p lan,and state that all the information prov ided as required is correct.I CONTRACTOR TOWNOFVAILREG.NO ,agree to comply with th e information and plot plan,to comply with all Town ord inances and state TELE .,.W"and to build this structure accordinq to I:~t and r-00''','''''" OTHER FIRM A!)p\-- •review approved.Uniform Bu ilding Code and oth or in c f ~O n applicable thereto. ".XX ·. TOWNOFVAILREG.NO..SI GN~URE OFOWNERORCONTRACTORFORHIMSELF CONTRf\CTO H TELE .ANDTHEOWNER.I,flnl r .. x < ( x x X ** •• \c ,." :.'.::~.... .-:-;. ,,;/ 75 south frontage road vail,colorado 81657 (303)476-7000 department of public works/transportation VAIL 1989 MEMORANDUM TO: FROM: DATE: RE: ALL CONTRACTORS CURRENTLY REGISTERED WITH THE TOWN OF VAIL TOWN OF VAIL BUILDING DEPARTMENT MARCH 16,1988 ORDINANCE NO.6 In summary,Ordinance No.6 states that it is unlawful for any person to litter.track or deposit any soil,rock,sand,debris or material,including trash dumpsters,portable toilets and workmen vehicles upon any street, sidewalk,alley or public place or any portion thereof.The right -of-way on all Town of Vail s t r ce t s and roads is approximately 5ft:.off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department.Persons found violating this ordinance will be given 24 -hour written notice to remove said material.In the event the person so notified does not c omply with the not ice within the 24-hour time specified,the Public WorksDepartment will remove said material at the expense of person notified.The provisions of this ordinance shall not be applicable to construction,maintenance or r epair projects of any street or alley or any utilities in the right-of-way. To review Ordinance No.6 in full,please stop by the Town of Vail Building Department to obtain a copy.Thank you for your cooperation in this matter. A/IA;f/b?Ltr -) r ~. ----~@ PM y~<lr TION REQUEST TOWN OF VAIL -/-~\1 . '7 {_:>I}? .., U \ THUR @ CALLER MON TUESWED rJ v H-0 l.(...>..... 'J JOB NAME -,-I-'~~()_"'-~--'-----.~---r--------':"----...-.!.-- f INSPECTION : (J /J .(,-t.~ READYFOR LOCATION : PERMIT NUMBER OF PROJECT DATE 9 J,/0 i I BUILDING: o FOOTINGS /STEEL o :O UN D A T I O ~./IS/TE_E_L ~FRAMING ~r-LJ~'---=-_ ROOF&SHEERoPLYWOODNAILING --------- o INSULATION o SHEETROCK NAIL _ 0 _ o FINAL PLUMBING: o UNDERGROUND _ o ROUGH /D .W.V ._ o ROUGH /WATER _ o GAS PIPING o POOL /H .TUB _ 0 _ o o FINAL J G -- o DISAPPROVED ELECTRICAL: o TEMP.POWER _ o ROUGH o CONDUIT _ 0 _ /-9 ~~A L (-->.,.....O/:~Ap P R OV E D 7 CO ~RECTIONS : MECHANICAL: o HEATING _ o EXHAUST HOODS _ o SUPPLY AIR _ 0 _ o FINAL o REINSPEC TION REQUIRED DATE -'<-'7-f--+---!'?-"'~---- CALLER MON TUESWED THURREADYFORINSPECTION: LOCATION :_ :-::-::--=----'~=:-y t,,~ PERMIT NUMBER OF PROJECT 9MI BUILDING:PLUMBING: o FOOTINGS /STEEL o UNDERGROUND o FOUNDATION /STEEL o ROUGH /DW.V. o FRAMING o ROUGH /WATER ROO F &SHEER o GAS PIPINGoPLYWOODNAILING o INSULATION o POOL /H .TUB o SHEETROCK NAIL 0 0 0 o FINAL o FINAL ELECTRICAL:MECHANICAL: o TEMP.POWER o HEATING /' [p "ROUGH o EXHAUST HOODS,o CONDU IT o SUPPLY AIR 0 0 o FINAL o FINAL .{PPROVED -/(o DISAPPROVED o REINSPECTION REQUIRED CORRECTIONS: INSPECTOR9-DATE ---''----_----L__.L.L--'-'-_ FRI INS TION REQUEST TOWN OF VAIL ,~,\~NAME '\'JS;~ CALLER MON ~WEDTHURREADYFORINSPECTION: LOCATION:~~~---- BUILDING: o FOOTINGS /STEEL .\<::::'"r3lFOUNDATION /STE~L o..".:.=,t-..~0,~"'_ o FRAMING ROOF &SHEERoPLYWOODNAILING ---------- o INSULATION o SHEETROCK NAIL _ o _ o FINAL PLUMBING: o UNDERGROUND o ROUGH /DW.V._ o ROUGH /WATER _ o GASPIPING _ o POOL /H .TUB _ 0 _ o o FINAL MECHANICAL: o HEATING _ o EXHAUST HOODS o SUPPLY AIR 0 _ o FINAL ELECTRICAL: o TEMP .POWER _ o ROUGH o CONDUIT o --:_ ..'"..:0 FINAL _../ k D 'APPROVED CORRECTIONS : [ o DISAPPROVED o REINSPECTION REQUIRED .... d ifr DATE -~H~"""":--C--"';:""""-------- ( INSPECTOR ','-'-~*---=--~-'-~:--:'----------- the pr lnlery /va ll CALLER /S c ('-T/..,<)<.\B TUESWED THUR ~'g 3 :M §READYFOR INSPECTION : LOCATION :_ PERMIT NUMBER OFPROECT II/ruJ!r I BUILDING: o FOOTINGS /STEEL o FOUNDATION /STEEL o FRAMING ROOF &SHEERoPLYWOODNAILING --------- o INSULATION _ o SHEETROCK NAIL -.,.., 0 _ o FINAL PLUMBING: o UNDERGROUND o ROUGH /D .W.V.---'_ o ROUGH /WATER _ o GAS PIPING _ o POOL /H.TUB _ 0 _ o o FINAL ELECTRICAL: o TEMP.POWER _ o ROUGH .~------------ o CONDUIT 0 _ IJ<FINAL ---------------"- MECHANICAL: o HEATING _ o EXHAUST HOODS o SUPPLY AIR _ 0 _ o FINAL _ j n APPROVED "I ,.(/ CORRECTIONS : "'"o DISAPPROVED o REINSPECTION REQUIRED /; DATE II7 ,&-)?-++-d- • READYFOR INSPECTION: LOCATION :----'-"-=-'--'--"'L-=..:....:._ 3 ,/1.:'L b INS TION REQUEST PERMIT NUMBER OF PROJECT '\7 TOWN OF VAIL DATE /1 II\}IrI JOB NAME \~0 V k.rAJo.-<.-£:~ ,I I CALLER =-t -e--~\)~Y1 \A.-~)8 TUESWED THUR FR I 3/.!!~A M @ . bo rfu Jh BUILDING: o FOOTINGS /STEEL o FOUNDATION /STEEL _ o FRAMING ROOF &SHEERoPLYWOODNAILING --------- o INSULATION _ o SHEETROCK NAIL _ O------r------------ \¢FINAL az: PLUMBING: o UNDERGROUND o ROUGH /DW.V._ o ROUGH /WA TER _ o GAS PIPING _ o POOL /H.TUB _ 0 _ o o FINAL ELECTRICAL: o TEMP.POWER _ o ROUGH o CONDUIT o o FINAL MECHANICAL: o HEATING _ o EXHAUST HOODS o SUPPLY AIR 0 _ o FINAL / ~A PPR O V E D /CORRECTIONS: o DISAPPROVED o REINSPECTION REQUI RED ,I •• FINAL INSPECTION'S COMPLETED The bel ow items need tobe co mplete before givinga permi ta final C of O. Please check off inthe box provided. D FINAL PLUMBING DATE : D FINAL MECHANICAL DATE: FINAL ELECTRICAL DATE:A: D TEMPORARY Cof0 DATE: FINAL BUILDING DATE: []---------'==='---------- D ~RTIFICATE OF OCCUPA NCY DATE: .. ••_,,0'';t'~V 08 J 96•11:52AMVA _DES iGNCONS P .2 Addres "+_:-::-..,......;_-="........_=-:. DEVELOPERIMPBOVEMENTAG8EEMENI •TI-jIS AGREEMENT,made and entered Into this 15 th dayor·November ,192.L. byand amo ng VA l L ASSOC IATES!J NC .(here inafte r called the ~D e v el o~e r").andthe TOWN OFVAIL (hereinafter called the ~Town ·)and NATI UNSBANK OF TEXAS ,N.A.(hereinafter called the "Sank"). WHr.:qEAS,the Developer ,asa condition of approval of the L i onshea d Gondola Terrni na 1 plans,dated June 10 ,192,L.wishes to enter intoa Developer Improvement Agreement;and WHEREAS,the Developer isobligated to provide security or collateral sufficienti nthe judgmentofthe Town to make reasonable provisions for completion of certa inlmprovementsset forth below:and -,J WHi:.REAS,the·Developer wishes to provide collateral to guarantee performance ofthis Agreement ,.including construction ofthe above-referenced improvementsby means ofthe following: .Developer agrees to establish a letterof credit with a Bank 1r:i.E;iQlp kO,tll1lY inadollar .amount of $50 ,000 (125%of thetetal costofthe work shown below)to provide security torthe following: IMPROYEMENT See AttachmentA NUW.THEREFORE .in cons ideration of the following mutual covenants and agreeme nts, .the Deve~per and the Town agree as fo llows : 1.The Developer agrees,at the sale cost and expenses,to furnish allequipment andmaterial necessary toperform and complete allimprovements,onor before tile thi rt i e till 3Util)day fo11ow:n9 commence ment*.The Developer shall complete .ina good workmanlike manner,all improvementsas listed above,In accordance with all plans and spectnca tlcns tiledInthe office at the Commu nity Development Department,the Town ofVail,and todoallworkIncidental the reto accord ing toand in compliance with the following : a.Such otherdesigns,drawings,maps,specifications.sketches,andother matter submitted bythe Deve loper tobe approved byanyofthe above-referenced governmenta l entitles.All said wor1<sha ll be done under the Inspection of,and to the satisfaction of.the Town Engineer,the Town Building Official.or other official . from the Town ofVall,as affec ted by special districts or servIce districls,as Iheir respective Interestmay appear ,and shall notbe deemed complete until approved and accepted as completed by the Town of Vail Commun ity Development Department and Public Works Department . 2 To secure and guarantee performance ofitsobligations assetforth herein ,the Deve lopE::agrees to provide security and collatera l as follows: Irrevocable letter of cred it #inthe amount of $.""'5..,0...,""0.>0,0....0 _ with Nati onsBank of Texas ,N.A.(nameofbank;j ";E'a'g1e~6 I1rl ~as the security for the improvements set forth above if there isadefault under the Agreement by Developer. r.~.I or J *wil ich commencement shall beq i n on or before thef ifteenih (15th)day follow ing the closing to t he public of the lY96/97 ski seas on of Vail Mountain .. /' ,<"/';S':.CN 08 '96 •11:53AM VA -.DE~~~N ,CONS " P.3 3..The Developer mayatany time substitute the collateral originally set forth above for another formof collateral acceptable totheTownto guarantee the faithful completion of those improvements referred to herein andthe performance ofthetermsofthis Agreement.Such acceptancebytheTownof alternative collateral shallbeattheTown'ssole discretion .. 4.TheTownshallnot,norshallany officer or employee thereof.beliableor responsible forany accident,lossor damage happening or occurring tothework specified !n this Agreement prtortothe completion and acceptance at the same.norshalltheTown,norany offic~r or employee thereof.beliablefor any persons or property Injured byreasonofthenanire ofsaidwork.butall 01 said liabilities shallandarehereby assumed bythe Developer. The Developer ~ereby agrees to indemnily andhold harmless the Town,and ~y ofits officers,agentsand employees against any losses.claims,damages,or liabilities towhichthe Townor anv ofIts officers,agents or employees may become subjectto,Insofarasanysuch losses,claims,damagesor liabilities (or actions In respect thereof)thatariseoutoforarebased uponany pertormance bythe Developer hereunder:andthe Developer shall reimburse theTown foranyand i/,Illegal orother expenses reasonably incurred bythe Town In connection with Investigatingor defending any such loss,claim,damage,liabilityor aellon.This Indemnity provisionshallbeIn addition toanyother liabilitY which the Developer mayhave. 5.It is mutually agreed that the Developer mayapplytotheTownandtheTownshall authorizeforpartial release of the collateral deposited with the Townfor each.categoryof improvement atsuchtimeassuch Improvements are constructed In compliance withallplans andspecifications as referenced hereunder and accepted bythe Town,Undernoconditionwill theamountofthe collateral thatIsbeingheldbe reduced belowtheamountnecessaryto completesuch improvements. 6.IftheTown determines,atitssole discretion.thatany ot the improvements conternpla.ed hereunder arenot constructed In compliance withtheplansand specifications set forthinthis Agreement onorbeforethedate set forth in Paragraph 2.theTownmay,butshall notbe req41red to,redeem theletterofcreditas necessary to complete the unfinished improvements.TheBankshall release such fundS upon written request fromtheTown stating thatthe Improvements havenotbeen completed as required bythis agreement.TheBankshall notrequirethe concurrence ofthe developer priorto release Of the funds totheTownnor shall theBankbe required toverify Independently thatsuch Improvements havenotbeencompleted as required bythis agreement,butshall release such funds solely upon theTown'swritten request.i n the event t heTown incu rs additional cos ts indrawing upon the l etter of credi t because the Bank is not located inEagleCounty,Developer s hall ~ 'If thecostsof completing thework exceed the amount ot the deposit,theexcess,-- together with interestattwelvepercentper annum,shallbealienagainstthepropertyandma becollectedbycivilsuitormaybe certified tothe treasurer 01 Eagle Countytobe col/ected inthe same manner asdelinquentad valorem taxes levied against sueh property.IIthepermitholder failsorrei ~sesto complete thecleanupand landscaping,ad defined inthis chapter,suchtat orrefusal .sh allbe considered a violation ofthe Zoning Code, .I to the Town 7.The Developer warrants"allworkand material foraperiodofoneyearafter acceptanceofallwork referred 10 inthis Agreement bytheTown if suchworkislocatedonTwn .cU Yail propertyor wit~ln TownofVailrig"t·of·way pursuant to Section 17.18.250. 8.The parties hereto mutually agree thatthis Agreement maybe amended from rime totime,provided that such amendments beIn writing and executed byallpartieshereto. Dated thedayandyearfirst above written. *pro mptly.reimburs e theTown such costs. P.4 VAIL ASSOCIATES,I NC. By: Tl tle :-;?tJ/:/ STATE qF SOLORADO COUNTY OF EAGLE ) .)SS. ) The foreg,p ing Developer Improvement Agreement was acknoWled:ed before methis it l day of QO\I e..mw ..19..9.!a..bY ""'Ye :r ~.ro A../c:l.oA --J {JiiALOJ,jJ!p .Planner.Commun ity DevelopqJent STATE Or.COLORADO ! COUNTY OF EAGLE ) )65 . ) ..,c::4I-Th ~fo"?'91ngpev¢oper Improvement Agreq hent was ackno ~ged blllfore me this~d a¥.of -ALo ~.19 by .'b.f '~JZIi A J,Pe4 Wli nessmy hand and official seal .... !-My oomm;SSlon .",Ires ;,~5',[1c;r;( .'s:,0 ["~~f.~~J'0 . -.-Notary tine . Bank STATE OF COLORADO i : ).ss. COUNT Y OF EAGLE ). The foregoing Developer Improvement Agreement was ad<nowledged befor~methis __d ~YOI .1e_bY ---J \Nltness my hand and official seal . My commission explres :c----,__ Notary Public "'••,I ::,;I"Pl '. .__•..,.....,>":3 57PM HYlJI(CCONSTRUCTION '3 03 82 5 1313 ,I :.i '."i ..I..NOV 2 1 '96 "'.:•.'.',-,.....-.')..~.._.,,_..-r-•I ',;--,,',..-.' .'....J.:">.;..:'..1.......,...,V ;DOP ;....1020 WEsT 'F1RS;;:'i V&'DENVER.O:>LOR:\.QO·;~~(303tW;iai3);fixJiwisiJui\""j ',.-:"..-tct'i~·:---:.. •'!•I •r 2 ,IOQ R November 21,1996 Mr.Dave Thorpe Vail Associates P .O.Box 7 Vail,CO 81 658 Re:Lionshead Base Termin al Dear Dave, @~©@ r ' .' Please be advised that due to weather and CrEe operations,We were not able to complete the final grad ing,asphalt work,and landscaping for the above referenced project .We will carry a SSO,OOO . allowance inour contract for completion of thi~work next sp~g . Pleas e call me if you have any questions. Sincerely, -:7~~_ Tom Mcl.agan Project Ma...nager . - Attachment A Developer Improvement Agreement Between Vail Associates,Inc .andtheTown Of Vail November 15,1996 Work Remaining onTheLio nshead Gondola Termi nal : 1.FinalGrad ing 2 .Comp letion of BikePath 3.Joint EffortLand scape Improvements w ith the T own Of Va il 4 .Un it Paver Installation TotalValue -$50,000 •a 0 S a • I SSU ING BANK : NATI oNSBANK OF T EX AS,N .A . DALLAS .T EXAS I SSU E DA TE :DECEMB ER 2,1 996 I RREVOCABL E STANDBY LETTE R OF CR EDIT NO.919289 BENEF IC IARY : 10 WN OF VAIL 7 ~S.FRONT AGE ROAD VP.I L ,CO 81 65 7 ATTN :TOM MOO RHEAD Wl HEREBY ES 1"ABLISH OUR IRR EVOCAB LE STAN DBY L ETTER OF CR EDIT NO . 9 19 2 89IN BEN EFICIARY 'S FAVOR "FOR THE ACCOUN T OFVAI L ASSOC IA TES. I NC.•P .O.BOX 7,VA IL ,COLORAD O 81658 ,UP TOT HE AGGR EGAT E SUM OF U8 D62 ,50 0 .00 (SI XTY-TWO THOUSAND F I VE HUNDRED AND NO/I 00 U .S . DOL LARS ONLY)EXPIRING ON AUGUST 1,1997 AT THE COUNTER S OF NA1I ONSBANK OF T EXAS N .A.,AVAI LAB L E BY P AYME NT AGAINS T GE NE f"I CI AkY'S DRA FT(S)DRAW N ON NA TIO NSBANKOF T EXAS N.A . AT S I GHT ,ACCOMPANI ED BY : I.A WRITTE N STA TEME NT PUR PORT ED LY SIGNED BY TH E BENEFI CIARY WI THTH E FOLLOW ING WORDING : "THEREHAS OCCUR REDADEFAU LT UNDER TH AT CERTAIN DEVELOPER IMPROVE ME NT AGREE MEN T DAT ED NOV EMBER IS,1 996B ETWE EN TH E TOWN OF VAI LAND VAILASSO CIA TES,I NC .AND FUND S I NTHE AM OU NT OF USD AR E NOW DUE". 2 .COPY OF DATED WRITTEN NOTI FICATI ON F ROMB EN EF IC IARY COU RIER TO APPLICA NT OF BE NE FICIARY 'S I NTENT TO DR AW UNDER NATIO NSBANK OF TEXAS STANDBY LETTER OF CR EDIT NO .91 92 89 WIT HIN TE N(1 0)DA YS . 3 .COpy OF DATED COU RIE RREC EI PT AS REFERENCEDABOV E. SPE CIALCOND ITI ONS : THISST ANDBY L ET T ER OF CREDIT I S I SSUEDAS A GUARANTY FOR SEC UR ITY F OR IMP ROVE MENT S UNDERTHEDEVELOPER IMPROVEMEN T ~;C;f 'EE ME.NT BET WEEN THE TO WN OF VA ILAi'ID VAI L AS SOCIATES ,IN C. PAR T IAL DR AWINGS ARE PROH IBITED. ANY DRAFT DRAWN UNDER THISCREDIT MU ST BE MARKE D "DR AWN UNDER IRR EVOC ABL E STANDBY LETTEROFCREDIT NO.9 19289 ISSU ED BY NATI ONSBA NKOFTEXAS.N .A ." THIS LETTER OF CREDIT IS SUBJ ECT TOTHE 1993 REVIS I ON OFTHE UNIFOR M CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS OFTHE INTER NATIONAL CHA MBER OF COMM ERCE (PUBL ICATION NO .500). I RREVOCABLEST AN DBY LE TTER OF"CREDIT NO.9192 89,PAGE1 ns • WE HEREBY ENGAGE WITH YOU T HATDRAFTS DRAWN UNDER AND I N CO MPLIANCE WITH TH E TERM S OF THIS CREDIT,WILL B E DUL Y HONORED ON P RESENTATION T O NA TIONSBANK OF TEXAS,N .A.,ATTN:LETTERS OF CREDIT DEPT.9THFLOOR,901 MAIN STREET,DALLAS,TEXAS 75202 ON OR B EFORETHE EXPIR ATION DATE S HOWNABOVE. NA II ONSBANK OF TEXAS,N.A . FOR ASSIS TANCE PLEA SE CALL JOSIE JAC KSON AT 214-50 8-3606 .."., TOWN •• Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road,Vail,Colorado 81657 tel:970.479.2139 fax:970.479 .2452 web:www.ci .vail.co.U5 Project Name:Vail Associates Eagle Bahn Gondola Project Description: ORBNumber:DRB010228 Installconcretefootingfoundationonsouthsideof Gondola Building. Participants: OWNER VAIL CORP PO BOX 7 VAIL CO 81658 License: APPLICANT VAIL CORP PO BOX 7 VAIL CO TomAllendar 81658 License: Project Address: 08/01/2001 Phone : 08/01/2001 Phone:479-3139 Location:Gondola Building (southside) LegalDescription:Lot:Block:Subdivision:VAIL LIONSHEAD FIL1 Parcel Number:210107207009 Comments:Located on NORTH sideof gondola BOARD/STAFF ACTION Motion By: Second By: Vote: Conditions: Action:STAFFAPR DateofApproval:08/08/2001 Cond:8 (PLAN):No changes tothese plans may be madewithoutthewrittenconsentofTownof Vailstaffand/ortheappropriate review committee(s). Cond:0 (PLAN):ORB approvaldoesnotconstituteapermitforbuilding.Please consultwith TownofVail Building personnel priorto construction activities. Planner:Brent Wilson ORBFeePaid:$20.00 • Application for Design Review Department of CommunityDevelopment 75SouthFrontage Road,Vail,Colorado81657 tel :970.479.2139 fax:970.479.2452 web:www.ci.vail.co.us General Information: Thisapplication is foranyprojectrequiringDesignReviewapproval.Anyprojectrequiringdesignreviewmust receiveapprovalprior to submittingabuildingpermitapplication.Please refer to thesubmittalrequirements forthe particularapprovalthatisrequested.AnapplicationforDesignReviewcannotbeaccepteduntilallrequired informationisreceivedbytheCommunityDevelopmentDepartment.Theprojectmayalsoneed to be reviewedby theTownCouncil and/or thePlanningandEnvironmental CommIssion .DesignReviewBoard approval lapses unlessabuilding permit isissuedandconstructioncommences within oneyear of the approval. Name(s)of Owner(s):__-JLLl.J.:....!oL-..L.....!....Ji!.~=;~~:..L...~_ &x Owner(s)Signature(s):'CT ~~m A //~n dt""- Name ofApplicant:V4-;1 A 5)tJc;.)L\1 -(J 'j;.I.-- Mailing Addressi PO dj f')I 7v\i Phone:t.r 71 )/J '7 Typeof Review andFee: o NewConstruction o Addition ~inor Alterat ion o ChangestoApproved Plans $200Forconstruction of anewbuildingordemo/rebuild. $50Foranadditionwheresquarefootageisadded to anyresidential or commercialbuilding(includes250additions &interior conversions). $20Forminorchanges to buildingsand .siteimprovements,suchas, reroofing,painting,windowadditions,landscaping,fences and retainingwalls,etc.. $20ForrevisionstoplansalreadyapprovedbyPlanningStafforthe DesignReviewBoard PLEASE SUBMITTHIS APPLICATION,ALL SUBMmAL REQUIREMENTS ANDTHE FEE TOTHE DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD,VAIL,COLORADO 81657.RECEIVED •• Questions?CallthePlanning Staff at 479-2138 MINOR EXTERIOR ALTERATIONS TO BUILDINGS AND SITE IMPROVEMENTS SUBMITTAL REQUIREMENTS General Information: This app licationisrequiredforproposals involvingminor exterior alterations and/or site improvements. Proposalstoadd landscapingdonotrequire ORB approvalunless they involvethe addition ofpatios,water features,grading,orthe addition of retainingwalls. I.SUBMITTAL REOUIREMENTS a Stamped topograph ic survey*,ifapplicable a Photosorplanswhichclearlyconveyexistingconditions * a Photosorplanswhichclearlyconveytheproposedbuildingorsite alteration(s)* a All relevant specificationsfortheproposalincludingcolorsand materials tobeused. a LightingPlan*and Cut-sheet(s)forproposedfixtures,ifapplicable a Written approvalfromacondominiumassociation or joint owner,ifapplicable a The Administrator and/or ORB mayrequirethesubmissionof additional plans,drawings, specifications.samplesand other materials(includingamodel)ifdeemednecessarytodetermine whether a project willcomplywithDesignGuidelinesorifthe intent oftheproposalis not clearly indicated. Please submit three (3)copies ofthe materials noted withan asterisk (*). II.REPAINT PROPOSALS Forallproposalsto repaint existingbuildings,thefollow inq supplemental information isrequired: a Colorchip orcolorsample includingthe manufacturer nameandcolor number(s) o Architectural elevationdrawings whichclearly indicatethelocationofproposedcolors(ie . siding,stucco,window trim,doors,fascia,soffits,etc.)Thefollow ing isanexample : FASCIA WINDOW TRIM TRIMBAND UPPER STUCCO SOFFIT LOWER STUCCO WESTELEVATION Building Materials Roof Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors DoorTrim Hand or Deck Rails Flues Flashing Ch imneys Trash Enclosures Greenhouses Retaining Walls • LISTOF PROPOSED MATERIALS Typeof Material • Exterior Ughting ·~r Notes: Please specify the manufacturer's color and number and attach acolor chip. Allexteriorlightingmustmeetthe Town's regulations regarding lighting (seeTitle14-Development Standards).If exteriorlightingis proposed,please indicatethe number of fixtures and locations ona separate lightingplan.Identify each fixturetype and provide theheight above grade,lumens output, luminous area,and attach acutsheetofthelight fixtures . • PROPOSED LANDSCAPING • Botanical Name Common Name Ouantity PROPOSED TREES AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Deciduous Trees -2"Caliper Coniferous Trees-6'inheight Shrubs -5 Gal. • UTILITY LOCATION VERIFICATION • Thisformis to verify service availabil ity and location fornew construction and should be used in conjunction with preparing yourutility plan and scheduling installations.The location and availability of utilities,whethertheyare main trunk lines or proposed lines,must be approved and verified bythe following utilities forthe accompanying site plan. AuthorizedSignatureDate .QWESf 970.384.0238 (tel) 970.384.0257 (fax) Contact:Jason Sharp PUBUC SERVICE HIGH PRESSURE GAS 970.468.2528 (tel) Contact:Bruce Miller HOLY CROSS ElEcrRIC ASSOC. 970.949.5892 (tel) 970.949.4566 (fax) Contact :Ted Husky EXCEL ENERGY 303.571.7518 (tel) 303.571.7877 (fax) Contact:Paul Kellogg EAGLE RIVER WATER &SANITATION DISTRIcr* 970.476.7480 (tel) 970.476.4089 (fax) Contact:Fred Haslee AT&T BROADBAND 970.949.1224 x 112(tel) 970.949.9138 (fax) Contact :Floyd Salazar *Please provide asite plan,floor plan,and elevat ions when obtaining approval fromthe Eagle River Wate r &Sanitation District.Fire flow needs mustbe addressed. NOTES: 1.If theutility verification form has signatures from each oftheutility companies ,and no comments are made directlyontheform,the Town will presume thatthereareno problems andthe development can proceed. 2.If autility company has concerns withthe proposed construction,theutility representat ive shall notedirectlyontheutilityverification formthatthere isa problem which needstobe reso lved. The issue should thenbe detailed inan attached letter to the Town of Vail.However,please keep in mind thatitisthe responsibility ofthe utility company and theapplicant to resolve identified problems. 3.These verifications donot relieve the contractor ofthe respons ibility to obtain a Public Way Permit fromthe Department of Publ ic Works atthe Town of Va il.Utility locations mustbe obtained before digging inany public right-of-way or easement withinthe Town of Vail.A building permit isnota Public Way perm it andmustbe obtained separately . • NOTES TOALL APPLICANTS • Pre-application Meetinq Apre-applicationmeetingwithTownofVail staff isencouraged.Thepurposeofapre-application meetingistoidentifyanycriticalissuespertaining totheapplicant's .proposalandtodeterminethe appropriatedevelopmentreviewprocessforanapplication.Inmany cases,thepre-applicationmeeting helpstoexpeditethedevelopmentreviewprocessascriticalissuesareidentifiedanddealtwithinthe preliminarystages.Apre-applicationmeetingmaybe scheduled bycontactingJudyRodriguezat 970.479.2128orjrodriguez@ci.vail.co.us Time Requirements TheDesignReviewBoardmeetsonthe1stand3rd Wednesdays ofeachmonth.Acompleteapplication formandallaccompanyingmaterialmustbeacceptedbytheCommunityDevelopmentDepartmentprior toapplicationdeadlines.Ascheduleof DRB meetingsand associated applicationdeadlinesmaybefound ontheWorldWideWebat http://ci.vail.co.us/commdev/planning/drb/meetings/default.htm Foranew residentialdevelopment,theapplicationdeadlineistypically3.5weekspriortoaDesignReviewBoard hearing. Review Criteria Theproposalwillbereviewedforcompliancewiththe Design Guidelines assetforthinTitle12,Chapter 11(DesignReview)and TitJe 14(DevelopmentStandards)oftheMunicipalCode. Requirements for properties locatedinhazardareas If apropertyislocatedinoradjacenttoamappedhazardarea (l.e,snowavalanche,rockfall,debrisflow, floodplain,wetland,poorsoils,etc.),theCommunityDevelopmentDepartmentmayrequireasite-specific geologicalinvestigation.If asite-specificgeologicalinvestigationdetermines that thesubjectpropertyis locatedinageologicallysensitivearea,thepropertyowner(s)mustsignanaffidaVitrecognizingthe hazardreportpriortotheissuanceofabuildingpermit.Applicantsare strongly encouraged to consult withCommunityDevelopment staff priortosubmittinga DRB applicationtodeterminetherelationshipof thepropertytoallmapped hazards. RequiredPlan Sheet Format Forallsurveys,siteplans,landscapeplansandothersiteimprovementplans,all of thefollowingmustbe shown. 1.Plansheetsizemustbe24"x36".Forlargeprojects,largerplansizemaybeallowed. 2.Scale.Theminimumscaleis 1"=20'.Allplansmustbeatthesamescale. 3.Graphicbarscale. 4.Northarrow. 5.Titleblock,projectname,projectaddressandlegaldescription. 6.Indicationofplanpreparer,addressandphonenumber. 7.Datesoforiginalplanpreparationandallrevisiondates. 8.Vicinitymaporlocation mapatascaleof 1"=1,000'orlarger. 9.Sheetlabelsandnumbers. 10.Aborderwithaminimumleftsidemargin of 1.5". 11.Names of alladjacentroadways. 12.Plan legend. •• Design Review Board Meeting Requirements Fornewconstructionandadditions,theapplicantmuststakeandtapetheprojectsite to indicate propertylines,proposedbuildingsandbuildingcorners.Alltreestoberemovedmustbetaped.The applicantmustensure that stakingdoneduringthewinterisnotburiedbysnow.Allsitetapingsand stakingmustbecompletedpriortothedayofthe DRS meeting. Applicantswhofail to appearbeforethe Design ReviewSoardontheirscheduledmeetingdateandwho havenotaskedinadvance that discussion ontheiritem be postponed,willhave their itemsremoved fromthe DRS agendauntilsuchtimeastheitemhasbeen republished. If the DRS approvestheapplicationwithconditionsormodifications,allconditionsofapprovalmustbe resolved prior tothe issuance ofabuildingpermit. Staff Approval The Administrator (amemberoftheplanningstaff)mayreviewandapprove Design Reviewapplications, approvewithcertainmodifications,denytheapplication,orrefertheapplicationtotheDesign Review Soardforadecision.All staff approvalsarereviewedbytheDesignReview Soard andany staff decision issubject to finalapproval by the DRS. Additional Review andFees If thisapplicationrequiresaseparatereviewbyanylocal,stateor Federal agencyotherthantheTownof Vail,theapplicationfeeshallbe increased by$200.00.Examples ofsuchreview,mayinclude,butare notlimitedto:ColoradoDepartment of Highway Access Permits,ArmyCorpsof Engineers 404,etc. Theapplicantshallberesponsibleforpayinganypublishingfeesin excess of50%oftheapplicationfee. If,attheapplicant'srequest,anymatterispostponedforhearing,causing the matter to bere-published, thentheentirefeeforsuchre-publicationshall be paidbytheapplicant. ApplicationsdeemedbytheCommunityDevelopmentDepartmenttohavedesign,landuseorother issues,whichmayhaveasignificantimpactonthecommunity,mayrequirereviewbyexternal consultantsinadditiontoTownstaff.Should adeterminationbemadebyTown staff that anexternal consultantisneeded,theCommunityDevelopmentDepartmentmayhiretheconsultant.The Departmentshallestimatetheamountofmoney necessary topaytheconsultantandthisamountshall beforwardedtotheTownbytheapplicantatthet ime offilinganapplication.Theapplicantshallpay expensesincurredbytheTownin excess oftheamountforwardedbytheapplicationtotheTownwithin 30daysofnotificationbytheTown.Any excess fundswillbereturnedtotheapplicantuponreview completion. • JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER • I,(print name),-I,a joint ownerofpropertylocatedat(address/legal description)._ providethisletteraswrittenapprovaloft he plansdated whichhave beensubmittedtotheTownofVail Commun ity Devel opment Dep Ifurtherunderstandthatminorodificationsayemadetoheplansoverthecourseofthereview process toensure compliance iththeTown'salicablecodandregulations. (Signature)(Date) •• ********************.****************************************.*.**************************** TOWNOF VAIL ,COLORADO Statement ******************************************************************************************** Statement Number: Payment Method: ROOOOOl158 Amount:$20 .00 Cash 08/01/200103 :1 6 PM I nit:JAR Notation : Gondola Building (south side) Permit No: Parcel No: S ite Address : Location : DRB010228 210107207009 Type:DRB -Minor Alteration Total Fees :$20.00 This Payment :$20 .00 Total ALLPmts :$20.00 Balance :$0 .00 ******************************************************************************************** ACCOUNTITEMLIST : Account Code DR 00 100003 112200 De scription DE SIGN REVI EW FEES Current Pmts 20 .00 -----------------------------------------------------------------------------