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FILE NO VCOLTCO1
, iAFGIMESA FIRE SYSTEMSr.4894,VAN'GORDON STREET
iwurAriRrDcE, Coronlno Boo33
i, l'l 1 ;. i i':ii , FLOW TEST RESULTSr' I .. ,.
Supp I y
PRESSURE
STJMMARY
t'
ACTUAL
FLOW
9s. 00 PSI
85.00 PSI @ 9,BB.OO GPId
AVAILABLE AT .622,9 GPMxffq
OF SPRINKLER OuTifdfrfr
MINIMUM
FLOW K-FACTOR PRESSTJRE
90.74 PSr
f,/,/r
SPR
31.39
28.29
25.92
21.69
20,44
28. 33
27 ,73
26,.62
24.94
2L,35
25.64
25, 07
.24. O3
22.42
19. O0
19. 00
19, 00
19. 00
19. 00
19. 00
19. 00
19. 00
19. 00
19.00
19. 00
19. 00
19, 00
19. 00
19, 00
19.00
5. 60
5. 60
5. 60
5. 60
5, 60 ,.
5. 60
5. 60
5. 60
5. 60
5. 60
5. 60
5, 60
5, 60
5, 60
5. 60
SYSTEM
3r.42
25,52
21.42
15.00
13. 33
25. 58
24, 52
22.',60
19.83
14. 53
20,96
20. o5
18.41
16. 03
11.51
'372. B6 GPIII
250,00 GP[{
'622. 86 cPI\l
70.65 PSI
O. OO PSI
20. 03 FPS
TOTAL.WATER REQUIRED FOR
OUTSIDE HOS€-STREAMS AT O
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT O
MAXIMUM PRESSURE UNBALANCE, IN LOOPS
MAXIMTJM VELOCITY FROM 15 TO 106
, .|
09-19-1996 PAGE 1
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- l,i,r'i'l'1',;. O f Il ,;:l i'.'i,l rl
Ii i'r;
SUBMITTAL SERIAL
VAIL GOLF COURSE
ii.i,l
r50IIY4 I 09-19-19'illALi rrLI\I Lcr'rr tr\r. a.rrirvlll it I ; i . I V:LFCOUpSE : ..,i: I I I
ANCE FACILITY i I
DRY SYSTEM
;;v I'li,;
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'I . j1 ii,r; r I
Iji'
'TAL SERTAL NO: ?35orrY4 , , I dg-rg-rgiolFcounsE . i I I]NANCE FACILITY i IDRYSYSTEM . I i I
;y 1,1;,; FILE No IIVGOLFCoI , i i iiii,iir, ,:;,i.Jii i1,,, I ion{;, Flow Pipe ; Fi!-tlnge Equiv Friction iPressur
".- i. in Size , i .'&i , .Length Loss i :Sutnmary'o f- GPM IN 'Devices Ft PSI/FI \^JSI:,i l i i .V, lJL,
6 PAGE 2
(115)l;'i: ll .t: :i' ': '7,nDLr5 il, 1.049 I,i' i L 13.00 (C=100 l/pT 11.5ArQ _1e.00 | .F=9 F 0.00 \l-l Pr 0t8V
:,{ BN4 ; : I T 13.00 0,1658 PF 2Y6,"i, ' ' i
opdl: zt.3s 1.04e l'.r*#---t\ L 6.00 c=100;pr t4.r4,,',jrQ'h'40,35 :l fir=bl:r 0.00 ipt o,fqi
i:: ,,* BNa i lfu,/ ,, 6.00 0.6680 Pf 4;v{
9 i'f . 1 . 04e .i . Yf L 10. 00 c=100 pT 18, ega 40,35 i,.rF=o F o.oo ipE o.oo
I, BN2
,.:+". I i PT 25.66
--j -fiiF-----F- . .i _ i i
4 i},,i :r 1.049 , i i. ; L 13.00 c=100 PT 16.03
:;dtll, zz,42,l,if1],;',, BN4 ;'i,'i jlilil , ', r 13.00 o.zzsr p\ 2:63'j';$'i:r ;. ijr-.ili: .ti.,,,;,gqd;ir 24.s4 1.04e :i -; il.r i i': i. 6.00. c=r00 pr rs,sr
:'i in r, .r |in ,rA .r I ii.. ,, :1c-n ' "t' t ttrl : a/ t t
.1. ifl;,,
4 i},,i :r 1.049 , i i. ; L 13.00 c=100 PT 16.03
,: itJtil, zz, 42
'l,if1],;',, BN4 ;'i,'i jlilil , ', T 13.00 o.zzsr P\ 2:63
, i',$'i:i t, j. .1-i11 , r :.,:,n
.gqti;;t r 24.s4 1. o4e , :i .. jli i i ,: i . 6.00 . c=100 pT rs,arr-
*.t iqi,; ,, 47 .36 . ;t, j, rj ;.:ir;O ; ,ii F -fin6- PE (. +t.,li;qfi;.ll":l .313 ; '1 ,: ,i'i". ;: ;r,'f 1 6.00 0.8985 PF dle{jl$i=-l-____ ;'i ',ri;1i ,li,r ri:*i;i PT' 25.65
:,li'1tr{::t------ .i ii,:r iir-,^' . i ::: islrftlil;, 1..04e :,i l'l ,' ii r; L ' 13.00 c=100 pT l8,4rr
,';Q.:'i, 24.03 : ;:,-'p=S I 'F 0.00 PB o/aZ/
'; ltfl:', i ' BN4,'"'i.,T 13.00 0.2560Pq' 353.,1:,: i " ti'' i, i
r,i.,:i ir' i L:;l',;,;F=0 :' i F
t:'i.iiftii'l , :, r
' il' i,ii.i i. ;t i
::f ., ,,i:;i']:'tj'.;i I
:'i!;;;i;1ii,: iiI
;.'t'.,, 1F=0 1.F
.'l
',',:i,, iIBN4 i:r,:i 'rT
13'oo o'2560r PT 333
., 1.049 ,j ' .i1", l' ;; t, L 6.00 c=100 | PT 22,6r-,.; ;l',''f=0r::.f 0.00 iPE Ot4U
;:i.,PN3 , i :,,*1";'io.ii;, I 6. o0 r IL74',II,' ^9f.9
(1r0)
( 1e)
( 18 )
(r14)
(109)
( 1B)
(113)
ur,i i i ...
i'.' ' ' l,: i' - j'{;:1,1;fldi,:i: tj,r ' -i ,:'?T, 29, L4
lr:'0 iPT: 20.05r3l:00 C=100 i PT": 20.05lil)1.'
l';:i.25;07
I r,'.,
i;',i '*"Sf$,1.-f,f+O .ii;l{} r 0.00 pE 0
BN44ii:'ti,l:lri,l .; i.'T I3.00 o.2770PF 3
(108)
( L7)
(r12)
(LO7)
( 16)
(111)
.!i.r zs; oz 1i; ,i ,ffif$,,t$F+0 l l{i r 0.00 pE oA;J
ii'f,: ' ::i :';:ti. I i "
27 .73 1. 049 , ' ' i:' I , L 6. 00 C=100 PT 24,5?',.i' 52. BO '. ': ,5=6 : 'i F 0.00 i-PE O..fra/r-' , BN3 '; ' 1, , I I T 6. o0 1.098? pF olcf
i" 1'
' i.'o+g'i'l .l' ;1t",1 i l, i,r' 13.00 c=roo I pC.25.64 :: : ',i, 'P;r6 ',i P 0.00 PE'
' i: BN4 r i,, :; :i :'l T 13,00 0.28871 PF
i
13,00 C=100
' :., .1,rr!'r i t | :, l" J I \, i uv v. .()(), .r ll .
lBTl P4 6?99
, i PT 31.54i,r.i ,|..itO PT::; 20,,56PE' M87
s7 Pd sYfsli
i
!
0. 3463
Equiv
Lengtlr
Ft
6. 00
0. 00
6. 00
6. 00
4. 00
10. 00
10. 00
0. 00
10. 00
6. 00
4. OO
10. 00
10. 00
0. 00
10.00
6. 00
4. 00
10.00
6. 00
4, 00
10,00
6. 00
4. 00
10. 00
10. 00
0. 00
10. 00
10. 00
0. 00
10.00
'lrl
Pipe
Siee
INI
1r 049
( 15)
(105)
C= 100
o .7237
C= 100
o ,2945
C= 100
C=100
0.4198
C= 100
0.3488
C=100
0.2401
( 11)
( 10)
( 10,1).r-0\(
-.{3J
SERIAL
COURSE
IE FACILITY '
SYSTEM
:l FrLE NO
Flow Pipe, in SizeGPM IN
. 52, B0. LgL, L7
'l
245. 13,
ji: , i
,',:245, 13
L, l
245, 13
B, 05
8. 29
95. 34
.li:
li
{
ii
di
ili
F
ht,
| !t!
l1
i;t'(i
o
Equ iv
Lengtlr
Ft
Frictio
Loss
PS I /Ft
2.635
FM3
2.635
FM2
2.635
10.00 C=100
0. 0010.00 0. 1338
'10.00 C=100
0. 0010,00 0.2t20
10. 00
0. 00
10.00
10.00
10. B0
2A,.BO
20.'00
10. B0
30. 80
10.00
o. 00
10. 00
:
10. 00
6. 00
16. 00
28. 00
7. 00
35, 00
16. 00
7.OO
23.00
6. 00
0. 00
6. 00
^80.00 )1M
'40. 00
C= 100
0,2720
C= 100
o.2120
l
C= 100
o,2L20
C= 100
0. 4620
C= 100
rPE
0. 4149 iPF
ri
C= 100
0.2470
C=720 PT
PE
0.0417 PF
C= 1OO,'ifT
;PE
0,2070 rPF
(t
9- l9- 19 96
l
PAGE 4
16)
PT
PE
PF
PT
PE
PI
PT
PE
PF
PT
PT
PE
PF
PT
PTI
PEI
PF'I
l
:
t:,
1.1 )
( 12)
35. 00 (
0. 00
2.12
: 37.12 ( 13)
0. 00
. 4.41
41.53
0. 00
6. 53
48. 06
'24,79
0. 00
4.62
29, 4L
0. 00
, 6,64
36.05 7)
0. 00
7 .25
43.30 ( 6)
0, 00
4.76
5)
9)
B)
I
I
I
I
I
C=100 PT J-8-QO ( 5)
0.0584 FF "**P wrn*Hfifrn
51.01 (
0. 43
r.67
4)
,: tl,'.. t i'
il l
BMITTAL SERIAL NO: 2350IIY4
ILiGOLF COURSE
:INTENANCE FACILITY I.NItsNANUT, JAUI.LIII ,. :.. I
iIC .DRY sysTEM i .
99-rs-1es6 PACE 5
:, ,.. FILE NO VGOLFCO1n..i ".i,ition Flow Pipe Fittings Equiv Friction Pressuret l: , in Size i ':& i Lengtlr Loss i Summary
'i,Io i GPM IN DeviceP Ft PsI/Ft PsI
1,,' 'l-3 4,026 i L .3.00 C=12O PT 53.
l, ,. i: Q; 372,86
i L .3.00 c=rzo PT 5J.11 ( 3), F=E,BV F 22.00 PE 1.30;. Vi Ora,6O r "t'=.trlDv f ZZ,UU rL
f::i ' FR2 ', : .t i T :25,OO 0.0417 PF,:
r','f::t,026 i _t__l_ L, 1!,9q c=rzo ,lr 55,
; , r l T :25.00 0.0417 PF 1.04
l,i,l
i '',j.-'l i L 15, 00 C=IZO PT 55,45 ( 2),'\'.w.
,. Ori
.l:,.,.14,026 ;.' j..-'l , L 15,00 C=LZO PT 55,45'372.86 . i rioo[ , r, o. oo iPE 6. 50_\FR1''i'riii'.i:i.:':r;15.000.0417PF0.63
Febco Mod./ 856 -rlDoriblil Check Detr:ctor Assembly 4,97
4,026 i i,'ir;r:l I 'L
i F;DDC F;
1FRl iriii"i:i' : :f;l./ 856 -,iDouble Che./ l l':4.s40 : i {ttr]Dc=r4o ,Pr 67.s6 ( r)372.86 : F=T,FV\ffiT ,pE 2.60UN i . i rIr+,l.oO 0.0034:pF 0.49
ngi 4A)g i, , i: i ''I
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't4&'fi:i
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fr'. 1oo. o
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gt
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IL
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0 19-1996 PAGE 19-
o
87.66 PSI
GPM
PM
ESSURE
23.63
27 ,25
25.7s
25, 56
24. LO
2L ,77
32.69
32. 03
31 . 1.1
30,28
27 ,99
19.15
15.57
17 ,84
13,72
19, l0
16, 55
ZL. L9
17.24
13. 47
t5.46
988. 0
p36. 2
TFLOWS
i
cton
-.i.--
.60
.60
.60
. 60:
.60
.60
.10
.60
.60
.60
;50
.60
.60.10 :
.10
.60'
.s0
,60
,80
.60
.60
OG
GP
PRE
z
2;2
z
2
3
3'3
3
2I
'|
I
1
L
1
2
I
.l1l
FLOW
Supply
PRESSURE
ACTUAL
FLOW
80033
TEST RESULTS
95.00 PSI :
85.00 PSI @r;
OF SPRINKLER
MINIMUM
FLOW
19. 00
20.00
20.00
21,50
21.50
t? .85
30. 00
2r. 50
21.50
21,50
L7 ,85
23.40
18. 90
30. 00
30. 00
19. 00
16.00
17,OO
17.00
16. 50
16. 50
OU
-FAK
27 .22
29.23
28.42
28.31
27 .49
26. 13
46.31
31. 69
3L,25
30. B2
29.63
24.50
22, 1O
34,21
30.00
24, 47
22,78
25;?B
23.25
20.55
22, 02
o
586.16 GPM
250. 00 GPM
836.16 GPM
82.18 PSI
0.00 Psr
23. 8.1 FPS
09-19-1996 PACE 2
o
Friction
Loss
PS I /Ft
C= 100
0. 3284
19-1996 PAGE 39-0NO: 23501IY4
C=100 PT
PE
0.3B60 PF
Pressure
Summary
PSI
i
:13.72 ( 139)
i 0.65'3.47
17. 84 ( r38 )
i o. os
t4.20
32,69 (r2B)
0. 00
' 5.67
38.36 ( 28)
13.47 ( 135)
0. 00
2. Ll
15. 58 ( 134 )
1. 30
8. 88
Equiv
Length
Ft
9. 00
0. 00
9. 00
t
r
T
L
T
,.1,,1
iFittt. &,
Dev i ce:i
i
L
,F=0
i
!. F=0,i
i
F=t;i
1
rrii.;iit F=[
i.i i
' ,r,,,
l
,i
, ]F=Q'r.,i
,'1.,.1
: 'r :i''
I;.F:Trri,ti ,t
, r=r
,i 'i:: 't .'F=0
.i,.1,i.",.1,tr. f . :1,.;
:l.i'l:, .:F=['',t
i
.!
I, F=E'lii t:li.r'l-;l .i
'i i. i
, f,-+
I',i:i
I
'ij: ,l: ::t: i.i
:i.r,,l
,irllii , :
:i',4:,{, l:i,:1:SI44INTENANCE FACTLTTYlX,j'li ;i'ilili:i:rj:fi; . REMoTE 2160 sQ FT' : i ip fl iI;if ;; ' fi, i F I LE No vGoLFc0 z.,i : I i1 ir,lilii,iis,i ;i' ri, .iiq'Loo.,atlon Flow pipe i Fi
',,; r:;ItAm To cPM IN Dev:: ':'1:','1; ;'
:, ';:,f3q 139 t.049, ,' . ;ii,.,, t :' Q 30. 0Oili: i r:lili,i, i1 :; BNI
! -r.!_r.,,1 . tJ. ii.
-l l, , I _ ': :' ,,i ,i :i : l:irj,128: 138DQ 31 .21 1 . 049:i. i.,;'iii ;a 64.2r': BNl.',1' :: : '',.
i :'! ' . ,. ' 28 128DQ 46. 31 1. 3S0'-;' i;i 't,',.ii , , '. , a 110.53.. :;.i,i I , BNz ;,'..i';r,;;'i;;f {p i
!i:: , ;. il {.i}i --+i--*----
,r,:,:iil i,i,irifirl?4;:13fir, 1,04e j .;ri,r..:.:.!: if i;;i: ..,i:. :i,Q 20.55 I.,, .,i', i;'i;,1.'lli ' {,:, BNl ,
:: ,li' :'f';::il i
'it , '.*
r;, i,[i 12il 13{pq zz. Lo t. 049 ;
"'
i:,"i, l; ;. i, ' ' i I i. q 42.65,:,iljl l; ,.il.l.lr" I BNl ' I
',' il" li'lir'ii-Lll I. .,,f ili. li.;,r * :''
:Ji'.i,if., i{;$,,!jr,23j r23DQ 2a,42 1.380
' ,ir i'ib: i: ;liiiri.r' i,: . { a rL,or ,
.:;t l:i i! 'ii:ii:li I : ,;, t BNzli:iir l; .i -: :
,' 'i
I I : 137 136 .1. 049
. r, ::{ :. l. .: | "a 22,02 :
,, i, '.: .;1,. ,,. I . BNI
' ..: ., : " , -!'.rI:l I i:'.-:' :' :
r.:l,i i ;1.,i1'itl7"n.t3z ' 1. 049',',,ili. ij *i-ql.i"ii t, e zz.oz ';
rli,iHi fiirfir$:N4ffi'l '{,
.
i1i.,:j,1i lli,iiU o'l; 12iDa 26, L3 r'. aso ,l:'i' :l
].:i]r.;;;'i:''|."..iQ4B,L4' iil, 'lr r..i! i. BNz.:,. ;la, " i.1 : i" i
' ..'. . rl ,i::, i,. i t" 26': 27 l. 3Bo,;. :ir:i lQ 48'14' i: ii' ; i BNz: :l: ,,:..r,.1t1.' . t.. ; :.,ii- ' '. i :' I i
'.:1, ' .,.,,.1,: :i;,26'L26 1.049 | :
;:BNI.,,,:
.i 1 r,..
. ,1., -.,l rl., :. i ri:.
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. : ....: ,1!1,..t1.
,,. :.. . ti:t.,,:i::,j
, ,1 ,';ll
L. 11.00
" F '0,00
Ti 11. 00
L 3.00F '2.00T 5.00
L r2.O0F 2.00T 14.00
.
9.00 C=100 PT
0. 00 PE
9, 00 t,5779 PF
1. 00 C=100 PT4,00 PE
5. 00 1. 1333 PF
PT
10. 00 C= 100 PT1.00 PE11.00 0.1917 PF
12.00 C=100 PT0.00 PE12.00 0.7401 PF
.l3.00 C=100 PT4.00 PE
7. 00 0. 5006 PF
PT
11. 00 C=100
1.0012.00 0.2r78
C=100 PT
PE
0.2178 PF
C=100 PT
PE
0.2436 PF
C=100 PT
PE
0.2436 PF
PT
21.77 ( 127 )
0.00
^' 1.22
2?.99 ( 27)
0, 00
3. 41
26.40 ( 26'
:
( 123)
( 23)
(r36)
( 137)
24. 10 ( 126)
L
F
T
L
F
T
L
F
T
L.
F
T
5,76
0. 00
3. 50
9.26
5. 46
1. 30
2.6L
9.37
0.00
2, 40
2
2
1
I
I
1
PT
PE
PF
L
r
T
0. 00
2.30
PT
PE
PF
3. 00
4. 00
7. 00
TTAAL SERIAT NO:2350IIY4 i
o
Equ iv Fr i ct ionLength Loe s
Ft PSI /Ft
09-19-1996 PAGE
:
t.
,1
I
L 6.00F 0.00T 6,00
L 3.00F 4.00T 7.00
L 12. 00F 0.00T 12. 00
L. 3.00F 4,00T 7.00
C= 100
o.2652
C= 100
0.3468
C=100
o.2655
C=100
r.0577
PF
PT
PT
PE
PF
PI
ressur
unmary
PSI
26. 40
i0.00
i 1,5e
47 .99
I
25.56
r0.00
', 2. 43
27 .99
19.15:1.30
i3.19
23. 64
0.00
7.40
31.04
27 ,25
, 0,00
2.58
29. 83
16.55
0. 00'2.55
19,10
t. 30
11.63
32. 03
0. 00
4 .2(,
36.29
30.28
0. 00
z. 84
33, 12
31. 14
0. 00
2.91
34. 05
P
s
PII
PE
PF
PF
PT
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( 26)
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( IzL)
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ir , !r; ,1r;'iii I,I!,, i FILE No vcolFco2
i
Flow Pipe Fittiin Size &'..;,- i:; ',,,ti.'i 'il in Size &.
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19-1996 PAGE 5
eesure
mmary
PSI
(144)
( 143 )
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Efrir:,ft*Sfr:SUEMITTAL SERIAL No: 2350H1
ffii['.r,:,]Ti'pPivrIL GoLF couRsE
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.t :,i : li'{.i l:.;, : FILE NO VCOI. | :. . lr. ;i lj.,i. t;,, it, I
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PS I /Ft PSI
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:
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SERIAL NO:2350IIY4couRsE '", ,E FACILITY " ;" . 'r''i
REMoTE 2160 SQ FT :
FILE NO VGOLFC02
|
Flow Pipe Fittlngs Equivin Size & LengthGPM IN Devices Ft
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I
SprinklerA
Upright or Pendent
Automatic Sprinkler
Manufaclured by: Ceniral Spdnkler Company
451 Norlh Cannon Avenue, Lansdal€, Pennsylvania 19446
fi|B5ltl''l," n
The Central Model A Upright or
Pendent Sprinklers olfer th€ ullimate
in aesthetic appeal and advanced
design features. They incorporate a
unique center strut design which
results in a smaller, more atlractive
sprinkler than those manufactured
with a mor6 traditlonal design
approach. The cenler-strut operating
mechanism of the Mod€l A sprinkler
responds signilicantly faster than
more tradilional mechanisms such as
the 8mm glass bulb or link-andlever.
The Model A Sprinklers are
intended for installation in accordance
with current NFPA 13 Standards.
They are available in a wide variety of
orifice sizes, temperature ratings,
finishes, and corrosion resistant
coalings.
Operation: A fusible alloy is
sealed into a bronze center slrut by a
stainless steel ball. When the alloy
mells at ils rated temp€ralure, the ball
is forced upward into thg center strut,
releasing the two eiectors and
operating lhe sprinkler. Unlike mos!
other sprinkler designs, the alloy is
nol exposed to atmospheric
conditions that could aftect its proper
functioning. lt is also less susceptible
lo mechanical damage since there
aro no protruding elemenls,
extending beyond the sprinkler f rame.
Technical
Data
Model: A
Style: Upright or Pendent
Orifice Size K Factor Thread
3A" p,s rn)
%e" 1tt.t mn1
t/2" (p.z rnn)
t'rh" (es nxn)
1'/e" (as,*r)
2.7 @.a, 1A' oz.znrr,N.P.T.
4.2@.@ th'ftzznilN.P.T.
5.6@.u) 1A' 0z.znlqiN.P.T.
7.8 o t r.s) 1A' oz.t rd N.P.T.
8.1 \ts.s) 3/o' (ts.t nO N.Pf.
Temp. Fating and Frame Arm Color:
135"F/57"C Uncolored
165"F/74oC Uncolored
212"F/100"C White
286"F/141"C Blue
Approvals: U.L., U.L.C., F.M., M.E.A.,
V.D.S., LPCB (see tabular
information on Page 3.)
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Tcst: 500 p.s.i.
Standard Finishes: brass, chrome
plated (chrcme ls not V.D.S.
Approved and white paint is U.L.
only.)
Coatings: wax, lead, or wax-over-lead
(see tabular information on
. page 3.)
Pintle: on deflector for e/e", 7re',
and17lgz" orifice by lz" thread
Length: 23/a" (w.ss nn) (excluding pintle)
Width: 17|rc" llr'.srnnt(frame arms)
Weight: 4.2 oz. pn sranslr'
For specitio listirE requlrorrlonG s€o tho appropriata
inlormalion conlained ln lhls brociure.
No.2.l.O
**M
' 286o l€mpor8ture ls nol U.L.C. Approvsd wllh conoslon'r€3lslanl coaung8.
" No cono-slon-roalslanl coatlngs 8re Approved by EA'"' Lead only.-* tietea aahignfemperaturo, wex coal.dlorlmlallettonwhore meximumrmblontcolllng lsmpstatura does not exc..d 150"F.
LPGB Listlngs
fllnstallation
All Central Model A Sprinklers
must be installed according to current
NFPA 13 Standards. Deviations from
these requirements and standards or
any alteration to the sprinkler itself
will void any warranty made by
Central Sprinkler Company. In
addition, installation musl also meet'
local government provisions, codes
and slandards as applicable.
The system piping must be
properly sized to insure lhe minimum
required flow rate at the sprinkler.
Check for the proper model, style,
orifice size, and temperalure rating
prior to inslallation. Install sprinklers
after the piping is in place to avoid
mechanical damage; replace any
damaged units.
Wet pipe systems must be
protected lrom lreezing. Refer to the
Central Bulletins on the Model A-1
Dry Pendenl Sprinklers for use in dry
pipe sprinkler installations.
Upon completion of the
installation, the system must be
tested per recognized standards.
ln the event of a thread leak,
remove the unil, apply new pipe joint
compound or tape, and reinstall.
Installatlon Sequence
Step 1. The unit must be installed
in the upright position for upright style
sprinklers, and in the pendent
position for pendent style sprinklers.
Step 2. Use only a non-hardening
pipe joint compound or Teflon' tape.
Apply only to the male threads.
'Tellon is a lrademark ol the DuPont Coro.
3
Step 3. Hand tighten the sprinkler
into the fitting. For upright sprinklers
use a Central Sprinkler Combination
Wrench, and for p€ndent sprinklers
use a Central Sprinkler Universal
Wrench, to tighten the unit into th€
fitling. A l€ak-tight joint requires only
7 to 14 ft.-lbs. ol torque; a tangential
force of 14 to 28 lbs. delivered
through a 6" handle will deliver
adequate torque. Torque levels over
21 tl.-lbs. may distort the orifice seal,
resulting in leakage.
For exposed piping systems, lhe
sprinkler should be oriented so the
lrame arms are parallel with the
branch line pipe.
Cautlon: Special care must be taken
when installing with a CPVC piping
system. Sprinklers must b€ installed
after the CPVC manufacture/s
recommended setting time for lhe
primer and cement to ensure thal no
primer or cement accumulates wilhin
U.L., *U.L.C. and EA (N.Y.C.) Cal. No. 375-7s-SA
Orlllce Size and Style Temperature Rating ('F)Corroslon-Reslstant Goatlng
3/e" upright and pendent
'ZAo" upright and pendent
1/2" upright and pendent
r?s2" (xr/e" thd.) upright and pendentflle" lx3lq'thd.) upright and pendent
***135 165 z1z ****286***1gs 16s 212 ****286***135 165 2.2 ****286
165 212 ****296
165 212 **t*296
lead, wax, wax-over-lead
lead, wax, wax-over-lead
lead, wax, wax-over-lead
lead, wax, wax-over-lead
lead, wax, wax-ovsr-lead
F.M.
Orlflce Slze and Stvle Temperature Fatlnq ("F)Corrosion-Reslstant Coatlng
3/0" upright
%" uprighl
%" uprighi1/2" uprighl and pendenl
'/2" uprighl and pendenl
'/2" upright and p€ndenl
t?/az" (xt/e' thd.) upright and pendent
t7ls2" (x112" thd.) upright and p€ndent
17h2" (x112" thd.) upright and p€ndent
17lez" (x %' thd.) upright and p€ndent
17lae" (x %'thd.) upright and pendent
17h2" (x %" thd.) upright and p€ndent
135 165 212
212
212
212
212
212
212
212
212
212
212
212
286
286
286
286
286
286
286
286
135 165
165135 165
135 165
lead
wax-ovet-lead
wax'
lead '
wax-over-lead
wax
lead
wax-over-lead
wax
lead
wax-over lead
wax
Orlllce Size and Style Temperature Ratlng (oF)Corroslon-Reslstant Coatlng
1/2" (15 mm) upright and p€ndent
nls2" (20 mm) x %' thd. upright and pendent
135 165 212 286135 165 212 286
v.D.s.
Orlflce Size and Style Temperature Ratlng ('F)Corroslon-Reslstant Coatlng
%' (10 mm) psnd€nt
'i2' (15 mm) upright and pendentilp' (2O mm) x %" thd. upright and pendent
135
135
165
165
165
z',t2
212
286
286
(
Recessed Sprinkler - H
Model H
Recessed Pendent
Automatic Sprinkler
Manufactured by: Centlal Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
t _l Product ffi:1f;:i::Jfi:'il:i?:"Jffi1"
r |I| | Description ffjiiiill;iiilffJT"".ffi:"fi:"!".IlI are no protruding links or lev€rs.
The Central Model H Recessed
Pendent Automatic Sprinklers are low
cost, aesthetically pleasing units that
have long been considered the finest
Recessed Pendent Sprinklers in the
industry.
The Recessed Pendent
incorporates the Central Model H
Center Strut Sprinkler with a special
lwo-piece recessed escutcheon
assembly permitting %" of field-
adiuslment. The ceiling esculcheon
ptate, oflered in either plastic or
metal, is easily installed after the
sprinkler is in place by simply
pushing it over the sprinkler and inlo
the upper support piece until located
flush with the ceiling. This feature
allows removal of ceiling panels for '
easy access to ceiling equipment
without taking the system out of
service to remove the sprinkler.
The Model H Recessed Pendent
Sprinklers are available with a %"
orifice.
The Model H Sprinklers are
available in three standard finishes.
The mating escutcheon plate is
available in three standard finishes
with additional special linishes
available.
Operation: A lusible alloy is
sealed into a bronze center strut wilh
a slainless steel ball. When the alloy
melts at its rated temperalure, lhe
ball is forced upward into the center
strut, releasing lhe two eiectors and
operating the sprinkler. Unlike most
other sprinkler designs, the alloy is
Technical
Data
Style: Recessed Pendent (adiustable)
Wrench: Universal
Orifice Size: %"
K-factor: 5.6
Thread Size: %- N.P.T.
Temperature Rating: 135"F/57'C,
165"Fn4"c,
212"F1100"c
Approvals: U. L., U.L.C., F.M.,
MEA (Cal.No.37$7$SA)
Factory Mutual (llght. hazard, ordinary hazard
I and ordinary hazard ll)
Maximum Working Pressure: 175 Psi
Factory Hydro Test: 10o /" @ 500 Psi
Standard Finishes:
Sprinkler: brass, chrome plated,
.white painted
Escutcheon (metal): brass plated,
chrome plaled, white
painted
Escutcheon (plastic)'. brass plated,
chrome plated, while
painted
Length: 2%"
widrh:
Sprinkler: 1 72" (across frame arms)
Upper Suppott P.iece:. 2t/i' (dia.l
Ceiling Escutch€on: 3%" (dia.)
Adjustable Range Below Ceiling:
%'lo 1"
Weight: 4.2 oz.
.U.L. only.
n
Model: H
'Uf;,,l1?,t,ance
Sprinklers musl be handled
carefully. They must not be
transported or stored where ambienl
temperalures may exceed 100'FE8ioC,
For best results, store them in a cool
dry location in lhe original shipping
package.
Do not inslall sprinklers that have
been dropped or visibly damaged.
Sprinklers musl never be painted,
coaled, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner
musl be replaced..
The owner is responsible for the
proper working condition of all fire
protection devices and accessories.
The NFPA Standard 25A entitled,
"lnspection, Testing and Maintenance
of Watar-Based Fire Protection
Systems", conlains guidelines and
minimum maintenance requiremenls.
Furthermore, the local Authority
Having Jurisdiction may have
additional regulations and
requirements for maintenance,
testing, and inspection that must be
obeyed.
It is advisable to have sprinkler
syslems inspected regularly by a
qualified inspection service. Lengilh
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to re-assemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage.
Always use new sprinklers of the
same type and temperature rating as
replacements.
Because the discharge pattem is
critical to proteclion of lile and
propeny, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. ln the
event lhat construction has altered
lhe original configuration, additional
sprinklers should be installed io
NB;iln'
Design Requirements - Standard Applications
In Standard applications, Model H Sprinklers are intended for standard area
coverages and standard flow and pressure requirements as specified in currenl
NFPA 13 Standards.
flnstallation
All Model H Sprinklers must be
installed according to current NFPA
13 Standards. Deviations from these
requirements and standards, or any
alteration to the sprinkler itself will
void any warranty made by Gentral
Sprinkler Company. In addilion,
installation musl also meet local
government provisions, codes, and
standards as applicable.
The system piping must be ProPerlY
sized to insure the minimum roquired
flow rate at the sprinkler. Check for
the proper model, style, orifice size,
and temperature rating prior lo
installation. Install sprinklers after the
piping is in placs to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be Protected
from freezing. Refer to Cenlral
Sprinkler Model A-1 dry pendent for
use in dry pipe sprinkler installations.
Upon completion of the installation,
the system must be tested per
recognized standards.
ln lhe event of a thread leak,
remove the unit, apply new pipe loint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the pendent position.
Step 2. The sprinkler fitting should be
a nominal 1" (plus or minus %' behind
,r, the finished ceiling line). FinalI adjustmenls ars made via the push-
on escutcheon plate to compensate
for variations in the fittings.
Do not use lhe push-on escutcheon
plate to hold the unit in position. The
sprinkler will only function properly
when the system piping is anchored
to the building structure. Otheruise,
reaclion forces from system initiation
could alter the sprinkler alignment and
disrupt the distribution pattern.
Step 3. Use only a non-hardening
pipe ioint compound or Teflon. tape.
Apply only to lhe male threads.
Step 4. Hand tighten the sprinkler
into the fitting. Use a Central
Universal Sprinkler Wrench to tighlen
the unit into the fitting. A leak light
joint requires only 7 to 14 ft.-lbs. of
torque; a tangential force ol 14 to 28
lbs. delivered lhrough a 6' ralchet
handle will deliver adequate lorque.
Torque levels over 21 ft.lbs. may
distort the orifice seal, resulting in
leakage.
Step 5. To inslall lhe escutcheon
plate, align it with and push it over the
sprinkler body and into the upper
support piece until the outer edge ol
the escutcheon meets the mounting
surface. The recessed escutcheon
toof rngy be used to install the
esculcheon plate easily from the floor.
Do not over- or under-tighten the
sprinkler to compensale for inaccu-
rate escutcheon plate adjustment.
Caution: Special care must be taken
when installing with a CPVC system.
Sprinklers must be installed only after
the system has been tested and
drained, to ensure that no primer or
cement accumulates within the
sprinkler.
'Tellon is a lradsma ol lhe DuPonl Colo.
Sidewall prinkler-H
Horizontal Sidewall
Automatic Sprinkler
Manulaclured by: Central Sprinkler Company
451 Norlh Cannon Avenue, Lansdale, Pennsylvania 19446
Product
Description
The Cenlral Model H Horizonlal
Sidewall Sprinklers are designed with
special deflectors thal discharge most
of the water away from the nearby
wall in a quarter-semispherical
patiern with a limited portion of the
discharge direcled toward the wall
behind the sprinkler. They embrace
the ullimate in aesthetic appeal and
advanced design leatures via
incorporation of a unique center strut
design, which results in a smaller,
more attraclive sprinkler than those
manulactured with a more tradilional
design approach. The center-strut
operating mechanisms, such as the
glass bulb or link-and-lever.
The Model H Horizontal Sidewall
Sprinklers are intended for installation
in accordance with current NFPA 13.
They are ideally suited for use in
churches, clubs, schools, hospitals,
off ices, restaurants, auditoriums,
retail stores and similar occupancies.
They are available in a wide variety of
orilice sizes, lemperature ratings,
finishes and corrosion resistant
coatings.
Operatlon: A fusible alloy is sealed
into a bronze center strut by a
stainless steel ball. When the alloy
melts at its rated temperature, the ball
ls forced upward Into lhe center sltut
releasing the two ejectors and
operating the sprinkler. Unlike most
olher sprinkler designs, lhe alloy is
not exposed to atmospheric
conditions lhat could affect its proper
funclioning. lt is also less
susceptible to mechanical damage
since there are no protruding
elements extending beyond the
sprinkler frame.
nTechnical
Model: H
Style: HorizontalSidewall
Orilice Size and K-Factor:
/a' 1s.snn1 2.6 p7.te)
7/a" 1s.s mm1 4.2 (60.06)
lz" 1tr.r mm1 5.6 Go.os)
Thread Size: t/2" (te.7mn4N.P.T.
Temp. Rating & Frame Arm Color:
135"F/57"C uncolored or black
145'F/63'C uncolored or black
165oFn4o0 uncolored or black
212"F/100'C white
286'F/141'C blue
Note: Color identification is not
required lor plated sprinklers.
Approvals: U.L., U.L.C., -F.M.
,.M.E.A. (375-75-SA)
(. %' orifice only)
Standard Finishes: brass, chrome
Decorative Finishes: black, white,
off-white (U.L. Only)
Corrosion-Resistant Coalings: wax,
lead, wax-overlead (see tabular
information on page 3)
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 100o/o at 500 p.s.i.
Pintle: on defleclor for %" and 7Ae'
orifice.
Length: 23/i (69.gnm)
widrh:' Frame Arms: 1%e' (s4.g mm)
Deff ector: ls/ta" (99.69 mm)
Weight 3.1 oz.pz gratnsl
No. 2.t5.O
FHttrnicaro
* List€d as hlgh temperature, wax coated for Installatlon wher€ maxlmum
amblant ceiling temp€rature doo8 not exceed 150pF.
F.M.
Temperature Rating fF)Orifice Size Corrosion-Resistant Coating
135
145
165
212
286
1/r'
v,'
r/^t
'| /^t
,/2,
Lead
Lead
Lead
Lead
L€ad
Design Requirements - Standqrd Applications
The Model H Horizontal Sidewall Sprinklers are intended for slandard area
coverages and standard flow and pressure requirements as specified in current
NFPA 13.
The %" and tAa" orilice sprinklers are U.L. and U.L.C. Listed for installation in light
hazard occupancies only. These sizes are not F.M. or M.E.A. Approved.
The %" orifice sprinkler is U.L. and U.L.C. Lisled and M.E.A. Approved for
installation in light or ordinary hazard occupancies only. ll is F.M. Approved for
installation in light hazard occupancies only.
The Model H Horizontal Sidewall Sprinklers musl be installed with the deflector
lrom 4" to 6" below ceilings and not more than 6" away trom lhe wall or lintel
surface through which they are mounted, "unless special construction arrange-
ments make a different position advisable for prompt operation and effective
distribution' (see NFPA 13). There is no maximum ceiling height limitation for
multiple sprinkler installations, when utilizing the Model H Horizontal Sidewall
Sprinklers.
gnstallat i o n :""T1?#,":?["jj $?Ii::Ti:: ""0""
All Central sprinklers must be
installed according to current NFPA
13 standards. Deviations from
these requirements and slandards
or any alteration to the sprinkler
itself will void any warranty made by
Central Sprinkler Company. In
addition. installation must also meet
The system piping must be properly
sized lo ensure the minimum required
flow rate at the sprinkler. Check for the
proper model, style, orifice size and
temperature rating prior to installation.
Install sprinklers after the piping is in
place to avoid mechanical damage;
replace any damaged units. Wet pipe
systems must be protected from
freezing. Refer to the Central Bullelins
on the Model H-1 Dry Horizontal
O su"*"tt Sprinklers for use in dry pipe
sprinkler installations.
Upon completion of the installation,
the system must be tested per
recognized standards.
ln lhe event of a thread leak.
remove the unit, apply new pipe joint
compound or tape and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the horizontal position.
Step 2. Use only a non-hardening
pipe joint compound or Teflon' tape.
Apply only to the male threads.
Step 3. Hand tighten the sprinkler
into the fitting. Then use a Central
Combination Wrench to tighten th€
unit into the fitling. A leak-tight ioint
requires only 7-14 ftlbs. of torque; a
tangential force of 14-28 lbs.
delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft{bs. may dlstorl the
orifice seal, resulting,in leakage.
CAUTION: Do not "wrench" or
turn the deflector, as thls actlon
may damage the sprlnkler and
cause ll to leak under preesure.
' Teion b a tradam!ft o{ lho Ot/Pollt Coap.
Gare
Main
&
bn ance
Sprinklers must be handled
carefully. They must not b€
transported or stored where ambient
temperatures may exceed 100oF/
38'C. For best results. store them in
a dry, cool localion in the original
shipping package.
Do not install sprinklers lhat have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such a manner
must be replaced.
The owner is responsible lor the
proper operating condilion of all fire
protection devices and accessories.
The NFPA Standard 25 ontitled,
"l nspection, Testing and Maintenance
U.L.
Temperature Rating ("F)Orifice Size Gorosion-Resistant Coating
135
145
165
212
286-
3/a" , 7/te" ,1/2"
%", %s",/2"
3/a' , %u' ,'/z'
Ts" , %a",%'
%", ?Aa',%'
Lead
Lead
Lead, Wax, Wax-Over-Lead
Lead, Wax, Wax-Over Lead
Lead, Wax, Wax-Over Lead
t
Ames Baoktlow Assemblies: The Bight Choice tor Today,
Tomorrow, and the 21st Century
t fuatures
o Non-mnosive 300 senes slainless s teel (lead tree) unstruclion. Superior strenglh.
o 40/o shoder end to eN dimensions lor anpact, inexpensive installalbn.
. Excellent tot rctrofit installations.
, 50o/o Whter in weight, reduces installalion and haMling costs.
. Compect s/ainless steel relial valve wiilr a balanced rolling diaphragm and
no sliding seals lor reliable long tenn pefiormanree
, Fully seruiccable inline, no specialtools.
. Preteilted patented' caftidge dre& assenbly tor lorp tem reliability,
low head loss, ease ot seruiceability.
, Single two-bolt grooved style cover tor quid< aqd easy aooesf.
. Only ASSE 1 0l 3 approved assembly lor verlial and horizontal apliutions.
. Optional air gap drain.
t Cold water aryliutions.
AMES
t NationalApprovals
Approved by all national aproval qencies."
t Application
The Anes 4000ss provides protection Io
the ptable water supply lrom qntamlna-
lion aund by a aoss mnneclim in a high
hazard application.
t lnstallation
FLUID CONTROL SYSTEMS
The 4000ss shoud be installedwith a nini-
mum clearance ol 12' between the lowat
Nnt ol the assembly and tha fuor u
grade. The 4000ss may be installed hoi-
zontally or vertically (tlow up). Befer to loul
cdu for specific installation requiremwts.
' Patentl5,U6.525
Ihe Anes Conpany, touMed in 1910, has long been m induslry loader in Noducing frflings md valves lot plpeline systems. All funes $oducb an nenuta'lud d heil
60,M0 sq. ft. lacility in Woodland, Cafrlonia, insuting q)ality @ntol & pionp seruia.
15
Et.
$s
$o
$,
15
E',
$e
e6
v,
s3
15
812Sg'
eo-vlfi'
ol
0
500 600 GPM
1250 1500 cPM
Woodland, CA 95776
t Specilications
Ihe redued prexure bad<flow preventer
sha/ oonsrbt ot two in@endalily ryrat-
ing, sying loadd,cg,ndredj, vd:ts wih a
hydraulicafi rynted ditfuentid presarc
relietvalve lcrrltedbetwerln ufrbhw he
candtgf,s, rewird test ds art ry
tional inlet nd ouilet rsilient seBit shut otl
valves. When normal flow axbb, bofr
checks are qen afu he gassure ln iln
area betwesn he dter*s, caild tp zone,
b at lemt 2 PSI bwer hm he inht ges-
sure. The dillerqtal presriwe rdiet vafue is
clcdduing nornalflott
It oessalion ol mrmal bw cgl,rc, he
ditlerntial pressure rdiet valve will auto
matically qen nd dis&arry to neintain
he zone at leaat 2 PSI lower hn tp inlet
prcssure. fhis aclion will prewtt a M<-
flow or badt siphonqe a nclilion. After the
rquired dillerenlial is astatlirhed, fie
differential pressure relid valve qain
cras0s.
The can4teds indude e steinless sled
spring aN an-arm, rutbr lwd d* nd
a replaufule *at. me W dnll b
nnulecilrd ton 3@ senbs slainlass
steel, hd hee ttwgh iln waluway, witr
a single two-blt $@vod Etyle a@ss
mvel No Wcial twb shdl fu rryird for
seruicing. The reliet valve shail b wrpd
wih a rdling cliaptvqn ard rc slidtp
seals. The reliel valve shdl disdrarge ln a
3M radius.
. Physical Chancteilstics
Sizs-2l/2',3',4',f
Rated wotkitlg Nemiwe - | 75 Fl
Hydrostatic pressure - 3fu pi
Temperaturc rcnge - VF - l4tF
Hange dimeMon in awrdne witr
AWWACImSD
My mateial 300 sedes slahrass sf€e,
@nstrudion
Assembly shallbe ASSE 1013 aprovdtor
vertical installations, AWWA C5l1 -89
"Contact the faclory forspscific approvals
I
100 2@ 300 ,|{l0 5(n
tuuntuFP*l)
4"Documnted Fbw Chuntabllcs @cludins shut-olf wtves)
ol
0
0l
0
3(xt 4(x)
flow Eate (BPM)
a t'Documnted Flow Charnlabttcs (tncludins shut-ott valves)
250 500 750 1000
Flow Bate(GPM)
-)
. Am854000ss-& Dimensions
stzE A I D E
F
(NRS}(0sY)NelH. (lb.l
wllirh. 'NelW.(b.)
tr,,/n G,fcc'
21n'38'10'$1n'7'91/4'181n'148'60,
38',10'fi1n'7 112'121141 ,221n'..2?f,'62'
22'40''10'101t2'9'13 3/8'81n'235l 65t
6'27t2'481n'15'111n'11'15 3/4'30':t80t 110'
2|f & S"Docunnled flow Chnntubllcs
{
916.666.2493 1485 Tanloran Avenue P.o. Box 1387 FAX 916.666.3914 M-82-55 l/94
rDry Pipe Valve
Flange x Groove -AG
FlangexFlange-AF
Manulactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Eg[llll,'01,,,
The Central Dry Pipe Valve is a dry
pipe sprinkler system water-supply
control valve lhat makes possible the
installation of sprinkler systems in
buildings sublect to freezing
temperatures. lt is designed so that
air pressure in the piping system will
hold back water pressure at the valve
until such time as a sprinkler is
activated. Upon such aclivation the
air pressure in the syslem will be
decreased sufficiently to cause
automalic operation of lhe valve and
admission of water into the system.
It is a 5:1 differential type valve
having a clapper air seat ol large
diameter relative to the water seat.
The two concentric seats are
separated by an intermediate
chamber normally maintained at
atmospheric pressure.
The Dry Pipe Valve Trim package
includes the necessary valves,
gauges, fiftings and nipples to provide
an air supply connection, priming
water connection, drain connections,
alarm connection, accelerator
connections and alarm test bypass.
(Note: Accelerator trim sold
separately). The Dry Pipe Valves ar€
Listed/Approved with Central's Trim.
Any substitutions or omissions may
void such Listings and Approvals,
without prior approval from Central
Sprinkler.
Cgntral's Air Maintenance Device
for owner's air supply or automatic air
compressor supply may be easily
connected to the Dry Pipe Valve
Trim.
Central's Accelerator (quick-
opening device) may also be easily
connecled to the Dry Pipe Valve
Trim. lt is an NFPA 13 required
addition to the valve and trim when
the capacity of the dry pipe sprinkler
system exceeds 500 gallons.
The Dry Pipe Valves are available
in two styles, flange-by-flange Model
AF and tlange-by-groove Model AG.
Each Valve style is available in lhe
4 inch and 6 inch size.
The Valves are Approved by
Factory Mutual and Listed by Under-
writer's Laboratories and Underwrit-
ers' Laboratories of Canada for use in
fire sprinkler systems with a maxi-
mum working pressure of 175 psi.
nTechnical
Model: AFoTAG
Style: Flange-x-Flange(AF)
Flange-x-Groove (AG)
Size: 4" and 6"
Approvals: U.L., F.M., U.L.C.
Maximum Working Pressure: 1 75 psi
Factory HydroTest: 1 00% at350 psi
(with clapper open)
Standard Finish: Blue enamel
Flange Specilications:
AFlnlet- Classl2SANS| 816.1
AG lnlet- Class 125ANS| 816.1
AFOutlet- Class 125ANS| 816.1
Groove Specifications:
AG Outlet-Std. AWWAC-606
PipingTake-Out:
AF-4" size = 1 5 1/4', 6"size= 18 1/2"
AG -4" size = 16 1 14", 6' size=20"
Required Accessories:
Standard Trim (as shown)
Optional Accessories:
Air Maintenance Device
Air Compressor
Accelerator & Trim
Pressure Alarm Switch
Water Motor Alarm
Low Air Pressure Switch
Mfgr. Source: Domestic
Weight Valve - 140 lb. (4" size)
235 lb. (6" size)
Trim - 45 lb.
No. I O-4.O
tHOperationtrJ
When the Dry Pipe Valve is in the
set position, the rubber-faced clapper
is tightly closed on two concenlric
seat rings. The inner ring is the water
ring and lhe outer ring is the air ring.
The annular space between the two
seat rings (intermediate chamber) is
open to the atmosphere via the alarm
connection trim piping to lhe normally
open automatic ball drip valve.
Priming water is provided above lhe
clapper up to the level of the priming
conneclion. Above the priming water,
compressed air (or nitrogen) is
maintained at a pressure sufficient to
hold the clapper closed. The Dry
Pipe Valve has a differential trip ratio
of approximately 5 to 1. Thus the
valve will open (trip) when the air
pressure in the system piping is
r€duced to approximat€ly oneJiflh of
the waler supply pressure.
The purpose of the priming water is
to assist in providing a positive seal at
the air seat ring to prevent air from
escaping into the intermediale
chamber and on to the atmosphere.
The clapper will remain in the closed
position as long as the air pressure in
the piping system is maintained at the
proper level.
When a sprinkler operates, the air
pressure in the piping system decays
du€ to lhe air escaping from the
opened sprinkler. When the air
pressure has decayed to the point
that it is no longer adequate to hold
the clapper shul, the water supply
pressure lifts the clappbr which
automatically latches in the open
position. Water flows into the system
piping lo the open sprinkle(s). At the
same time, water flows via the
intermediate chamber into the alarm
connection trim piping (closing the
automalic ball drip valve) and
continues on through the alarm line to
operate lhe pressure actuated alarm
swilch and/or the water motor alarm.
When a sprinkler opens, the
resulting air pressure decay is
inversely proportional to the volume
of air in the sprinkler piping. The
larger the volume, the slower the air
pressure decays, which slows
t op"r"tion of the Dry Pipe Valve.O P"no"nt sprinklers in dry pipe
Central's Accelerator is an Approved
Quick Opening Device (QOD) that is
sensitive to a rapid, small drop'in
system air pressure. lts quick
operation directs syslem air pressure
to the underside of lhe clapper in the
area of the intermediate chamber.
Here the air pressure build-up,
coupled with the pressure ol the
water supply, forces the clapper to
open quickly. The operation of the
Dry Pipe Valve has been accelerated.
The operation of Central's Accelera-
tor is described in greater detail in a
separate Cenlral bulletin.
NB:il"
DESIGN CONSIDERATIONS
General
The Central Model AF and Model
AG Dry Pipe Valves must be installed
in the vertical posilion. They should
be located in a sprinklered area not
subjecl to freezing conditions, such
as a well-lighted and heated valve
house or similar enclosure having
suflicient room to enable ease of
installalion, care and maintenance.
When properly installed, the Trim
on the Dry Pipe Valve protrudes lhe
lollowing horizontal distances from
lh€ centsr line (C.L.) of the riser:
Trlm
Protrusion'
4'
Valv6
6'
Valve
C.L. to l€lt
C.L. to rlght
C.L. to rear
221t2'
a 1t2'
15'
23'
11"
16"
' When the observer ls lacing lhe valvo body
cov€r plals,
Drawlngs
The dry pipe syslem working
drawings must show:
1 . The manufaclurer, style, model
number, and size of the Dry
Pipe Valve.
The total number of sprinklers
on each dry pipe system, and
The capacity (gallons) of each
dry pipe system.
systems must be of the dry pendent
type in areas that are subject to
freezing.
Dry pipe systems that supply
freezer areas must be equipped with
a local, Low Air Pressure Alarm
which may be connected lo the
system riser iust above the Dry Pipe
Vafve. For "lreezer area" systems, a
desiccant air dryer should be pro-
vided in the air supply line to remove
moisture from the compressed air.
Dry System Capacity
lf the dry pipe system capacity
exceeds 500 gallons, lhe Dry Pipe
Valve must be equipped with a
Central Acceleralor. See lhe appro-
priate Cenlral Bulletin for delails.
The capacig (gallons) of the piping
system may be calculaled using the
following table:
Diameler
(in.)
Capacity (gal.fil.)
Sch. 40 Sch. 10
3t4
't
't 1t4
't 1t2
2 1t2
3
4
6I
.028
.045
.078
.106
.17 4
.248
.383
.660
1.501
2.663
.049
.085
.t t5
.r90
.283
.433
.74
1 .6491
2.7782
| 0.134' wall plp€
, 0.188' well plp€! Schedulo 30 plp6
In accordance wilh cunent NFPA
13, the maximum allowable capacity
of a single dry pipe system is nor-
mally 750 gallons. The capacity may
exceed 750 gallons only if waier can
be delivered to the inspeclor's test
connection in 60 seconds or less.
Alr Compressor
The compressed air supply lor the
dry pipe syslem is usually provided
by a continuously available, electri-
cally driven, air compressor which is
automatically controlled to turn on
and olf at the designed minimum and
maximum pressures, respectively.
After initial pressurization of the
syslem, the air supply is maintained
through an in-line, 1/8" orifice in the
piping of the Air Maintenance Device.
J
2.
3.)
I
RISER MOUNTED
r Oil-Less Piston r Direct Drive
o ODP Electric Motorso Permanently Lubricated Bearings
rAir Intake Filte(s)r Fully Automatic
6eneral0il-l-ess Air Compressors are fully automalic and deslgned lor easy installatlon. Speclal
mounling kits with U-bolts are available for riser mounting. Selections shown will fill the system to
40 PSIG withln 30 minutes as oullined in NFPA pamphlet 13, STANDARD EOUIPMENT: Units are
fully automallc and Include pressure swltch, check valve and safety valvo. Motors are single phase and Include lhormal overload prolectlon.
Fractional horsepower unlls are UL listed.
DRV AIR PAC Engineered Compressed Air Drying Systems for
Freezer Rooms/Cold Storage Warehouses
o Tank Mounted Air Compressor
o Air-Cooled Aftercooler
o Twin Tower Regenerative
r Electrical Control Panel
o Coalescing Filtration
o Combination Particulate Filter
fhe Aeneral Dry Air Pac is a turnkey
syslem designed to provide the sprinkler
system wilh moisture free ait to a -40
degree F dew point. The aii compresSor
Air Dryer with Pressure Regulator
System
Gapacity Model
DRYER
SCFM
Motor
HP
Compressor
Speed
5OO GAL.DAPSOO 20 1-112 569
1000 GAL.DAP1OOO 20 3 375
2000 GAL.DAP2OOO 27 5 69'l
is designed to fill lhe sprinkler system to 40 PSIG in accordance wilh NFPA 13, as well as provide the higher pressure needed to allow lhe twin
tower regeneratlve air dryer to function properly. Prior to enlerlng the regeneralive air dryer, an air-cooled aftercooler cools lhe compressor's
hot discharge air to a maximum 100 degrees F. A coalescing prefiller with dilferential pressure gauge removes oil vapor and other
contaminents lhat can deslroy the desiccant in lhe dryer lowers. A coml,inalion particulate filter and regulalor prevents downstream migralion
of desiccant dust while regulating ak pressure lo the sprinkler system.
All componenls are skid mounled, pre-piped and pre-wired for ease ol mechanical and electrical installation on sile.
(Standard Ah at Sea Level)
.Average CfM ls thg average lree alr delivery lrom 0 t0 40 P.S.l G,
I | 5/60/l
115/60n
1 I 5/230/60/1
EXCESS PRESSURE PUMP
Increases the pressure in wel syslems automatically,
avoiding false alarms due to surges in water pressure'
HYDROSTATIC TEST PUMP
Portable test pump for use by contractors in leak testing
piping systems.
AUTOMATIC COM PRESSOR CONTROT
The Geneml shrVstop control is designed to use wilh individual base mounted ak
comoressors for lull automatic operation. Model #D-800 is available lor
sprinkler systems with up to 900 gallon capacity' Model #01600, for systems with
more than 900 gllon capacity. The controls consist of pre$ure switch with
unloader valve, pressure gauge, A.S.M.E. safety relief valve, alr check valve with
unloader port and a 'Y'-strainer to protect seat of check valve.
SPECIAT AIR COMPRESSORS FOR:
r Private Pressure Tanks (according to NFPA-22)
. Special Hazards/Explosion Proof
Limited llrarranty
General Bto$,€r Co., InC. warrants its products t0 b€ free of defecb In
materlal and tyqkmansip undff rnmal use and service for | 2 months
from date of purchase. our wananty appties only when such delective
parb are rebmed to lls, ot our Authorized Service Depot, tl ansportation
epaid, and subiecl to our inspeclion and approval.
Littbility is limited t0 repair 0r replacement of material tound defective,
lree oliharge, F.0.8. un plant. tttotors and engines are covered by the
0riginal manulacturer's waranty only and slnuld be retumed by ttle
flJstomer t0 heir autiorized shtion for s€rvice. Unautiorized repairs 0r
reDlacenenb will not be subiect to fac'tory wamnly- This warnnty is in
lleu ot all oher wanants, exptess€d or implied.
DISTRIBUTED BY
FARR.L
o
AR
Johnson Fire & Specialties, Inc.
March, 1989 Made in U.S.A.
AUDIBLE / VISIBLE
SIGNAL
SERIES 33{Xt
APPLICATION
COMMERCIAL or RESTDENTTAL
EXTERIOR or INTERIOR
FEATURES
WEATHERPROOF CONSTRUCTION
COMPLETELY DISTINCTIVE FROM ANY OTHER
ALARM SIGNAL
FAST, EASY MOUNTING - ON ANY TYPE OF WALL
ELIMINATE THE NEED FOR ANY ADDITIONAL SIGNS
ON BUILDING EXTERIOR
APPROVED FOR USE IN ALL HARD-OF-HEARING
OCCUPANCIES
AVAILABLE IN 115VAC, 24VDC OR 12VDC WITH OR
WITHOUT FLASHER/STROBE
MAINTENANCE.FREE OPERATION . FULLY
GUARANTEED FOR 2 YEARS
lRe
Say Goodbye to -
Water stalned walls
Ugly signs to spollesthetics
No More -
Old-fashloned bells
Plpes that clog and freeze
The FARR-LARM is the most attractive and
practical signal made. It is compact in size, (8"x
8") and won't compromise the esthetics of the
exterior wall like an electric bell with a bird cage,
or a water-motor gong.
Suggested mounting is directly above the fire
department connection.
During daylight hours, the horn will direct the
Fire Department to the connection as well as alert
the occupants and passers-by that a fire condition
exists.
At night, the flasher/strobe can be seen from a
distance to guide the Fire Department to the
connection. Police panolling an industrial conplex
or a neighborhood with their windows up may not
hear the horn, but they will "see the light".
Since 1975, every FARR-LARM is assenrbled by
hand, inspected and tested at the factory.
A| m.Jor 6np..rftB i. Ul- Lj!tsd |rld
FM
^t?.ovad
General
II
Signal Specifications
ilodel Numbe]Input Voltage Fated Curent dBA@ 10 Feet Approvals
3300-'t15
3300N1-115
3300N1-24
3300N1-12
11sVAC
11sVAC
18-31 .2 VDC
9-15.6 VDC
0.160
0.160
0.063
0.125
95
95
92
92
UL, ULC,
CFM, FM,
CSA, BSA, BFP
3il00s-115 11sVAC 0.160 95 UL, CFM, BSA, FM, BFP
3300s-24
3300s-12
18-31.2 VDC
9-15.6 VDC
0.063
0.125
92
92
UL, ULC, CFM,
BSA, FM, BFP
NOTES:
l. TyFtcal dBA al 10 leel b m€asursd in an edtoic chsmbsr wlh rfininal input voltago. 2. All models are provided wilh in-out lct€w lerminds. 3. DC hom
modeir Include nFl lupprelrirn !o mlnimlze kducsd nollo ofl tlc rlarm llnes. a. OC hotns and sttoba homr harro an in-rush cuttsnl of approtlmetoly 3 dm€8
rated current durlng InldC nrm-on. 5. Srrobe horn modolr rhoun in tabl€ do tocomm.rded lbr tls€ on conlinuous alarm lystomr.- C.- APpovalt:. UL^' tldet'
wdtcr Laboraorlei, ULC - Un&nrrlb(r laborarod€! ol Canadr, CFM - Sl|b ot C|Ilornla Fk. Mer$oll, FM - Facbry Muual, CSA - Censdlsn Slandard!
Assoclarbn, BSA - ilew yorh Ciry Board ot Srander& and Appeels, BFP - Cily ol Chic8go t. All lisdng3 8rd approlralls above ars lor Wheslock, Inc , which
manulactres the signals U3ed In ho FARR-LARM.
Ordering Information
SERTES 3300
Audiblo/Visible with incandescenl light
source. Flash rate @ 60 Per minule.
SERIES 33OONL
MODEL 3it{XF115
MODEL 3il00NL-115 Audible only
MODEL 3I'OONL.24
MODEL A3OONL.12
sE rEs 33009
SERTES 3if00s
MODEL 91005.115
MODEL gt00s-24
MODEL 3300S.r2
Audible/Visible with 8,000 c.p. strobe.
Flash rale @ 55 per minute
JOHNSON FIRE & SPECIALTIES, INC. 1297516th AVE NORTH PLYMOUTH' MN 55441
@eorrEn VSR.F
VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
Potter Electric Signal Company
2081 Craig Road. P.O. Box 28480
St.Louis, MO 63146-4161
(314) 878"{321 o (800) 325-3936
Potter Electric Signal & Mlg. LTD
1967 Leslie Street
Don Mills, Ontario, Canada M3B2M3
(416) 441-1833
UL, ULC and CSFM Llsled, FM and LPC Approv.d, NYMEA Acc.pt d
Sorvlco Prossure: Up to 450 PSI
Mlnlmum Flow Eale lof Alarm: 10 GPM
Maxlmum Su.g6: 18 FPS
Conlact Ratlngs: Two sets ot SPDT (Form C)
15.0 AmDs at 125/250VAC
2.0 Amps al 0-30VDC Resistive
Condull Enlranceg: Two knockouts Drovided lor 1/2" conduit
Envlronmental Specltlcatlons:. Suitable for indoor or outdoor use wilh factory installed gaskel and
die-casl housing.. NEMA 4 Rat€d Enclosure - use with appropriat€ conduil fittng. Tempsrature Range: 4a'Fn2a"F, 4-5"C/49'C. Non{orrosive sleeve factory install€d In saddle
Ceutlon: This device ls not intended for applications in explosive
environments
. Slzes Avallable: Pipe schedules 10 thru 40, sizes 2" lhru 8"
BS 1367 pige 50mm thru 200mm
u.s. PAT. NO.3921989
CANADIAN PAT. NO. 1009680
OTHEBS PATENTS PENDING
POTTER ELECTRIC, Rd,. 1990
Servlce Use:
Automatic Sprinkler
One or two family dwelling
Besidential occupancy up to four stofies
National Fire Alarm Cods
Opilonal: Cover Tamper Srvitch Kit, Stk. No.0090018
NFPA.13
NFPA.l3D
NFPA.13R
NFPA.72
GENERAL INFORMATION INSTALLATION: See Fig.2
The Mod€l VSR-F is a vane type waterllow switch for use on wet These devices may be mounled on horizontal or verlical pipe. On
sprinklsr syslems. lt is UL Listed and FM approv€d for usg on steel horizontal pipe they should be installed on the top side ol ths pips
pipe; schedules 10 through 40, sizes 2" thru 8". wheretheywill be acces.sible. The units should notbe Installed within
LPC approved sizes are 2" thru 8" (50mm thru 200mm). 6" ol a litting which changes the direclion ot the waterflow or within
24" of a valve or drain.
The unit may also be used as a sectional waterflow detector on large
systems.
The unit contains two single pole, double lhrow, snap aclion switches
and an ad,ustable, Instantly recycling pneumatic retard. The switcnes
are actuated when a flow of 10 gallons per minutg or more occurs
downstream of lh6 device. The flow condition must exist lor a period
ol time necessary to overcome the selected retard psriod.
ENCLOSURE: The unit is enclosed in a general puryose, die-cast
housing. The cover is held in place with lwo lamp€r resistant screws
which require a special key for removal. A field installable cover
tamper switch is available as an oplion which may b€ used to indicate
unauthorized removal ol the cover. See bulletin no. b4OO775 lor tn-
slallalion instruclions of this switch-
Drain lhe syslsm and drill a hole in the pipe using a circular saw in a
slow speed drill. The 2" and 2 1/2" devices require a hole wilh a diam-
€t6r of 1 114' + 1/8" - 1/16'. All other sizos reouire a hole with a
diameler ol 2' x 1/8".
Clean ihe inside pipe of all growlh or other material for a distance
equal to the pipe diameter on either side of the hole.
Roll the van€ so that it may be inserled into the hole; do not bend or
crease it. Insert lh€ vane so that the arrow on the saddle points in the
direction of the waterflow. Install the saddle strap and tighten nuts
altemalely to an evenlual 50 ft-lbs. of lorque (see Fig. 2). The vane
must not rub the Inside ot the pipe or bind in any way.
MKT. il8800@t - REV K
MFG. t5400761 - 3t95
PRINTED IN USA PAGE I OF 2
@"RoTTFrt
VSR-F
VANE TYPE WATERFLOW
SWITCH WITH RETARD
FIG. 1
SWTTCH TERIINAL CONIECNO S
CLAURNG PLAIE TERIIINALB*
Drc, ,e2t-!
FIG.2
RTTARD AA'USIUENT:
TO CHANGE TI E TURN KNOB (ETHER DIRECTION)
FOR DESIRED TIME OELAY. USE THE I'INIUI,u
AMOUNT OF REIARD NECESSARY TO PREVENT
FALSE ALARMS, A "d SETIING IS USUAT.LY
ADEQUATE FoR IHIS. FACToRY IS SET TO "d.
TO INSTALL, :iLL A HOLE AS INDICATEOI
PIPE S Z:HOLE SIZE
1t//1'+ 1/8-t / t€
J- T0 lC"2" r 1/{
OIRECTPN
Dr{G. t761-J0
OO NOI TEA\IE COVER OfT FOR
EXIENDED PERIOO Of TIUE
IICHIEN NUTS
ALTERMTELY TO AI{
EVENTU^L sfi,-LBs
OT TOROTJE
t
t'
cAunoN
AN UNINSULATEO SECTION OF
A SINGLE CONDUCTOR IS NOT
PERMITTED TO BE LOOPED
AROUND THE TEFIMINAL AND
SEFVE AS IWO SEPARATE
CONNECTIONS. THE WIRE
MUST BE SEVERED TO SERVE
AS TWO SEPARATE CONNEC-
TIONS. THEBEBY PROVIDING
SUPERVISION OFTHE CONNEC.
TIONS IN THE EVENT THAT TH€
WIRE BECOMES DISLODGEO
FROM UNDER THE TERMINAL,
I,|OUNT ON PIPE SO
ARROW ON SADOTE
POINTS IN DIRECIION
OF WATERFTO\,V
ROLL PADOLE IN
OPPOSIT€ DIRECTION
OF $/ATERFLOW
APPROX. RETARO SETT|NGS (N SECS.)
o
o r0-23
a
20-40
c
13-56
o
30-70
E
ao-90
FIG.3 TYPICAL ELECTRICAL CONNECTIONS
sr\rE s (cr^!F B) €i{O-OF-UI{E ReiSlOR CXT.
EOr
RESISIOR
LOC t EEtt TR^XSFORTiER
OR BATTERY PO'VEREO
NOIE: foR SUPEFVISEO ORCUIIS
stE 'stncH lEirahr L oot{t€cno6
0R r rrc |r{D C{JnON{ I|OIE (FrG. l).
TYPICAL SWIICH ACTION
oeeN oor t.f / close orALMM J . AjIRM
TO ADD'L
DEVICES
OR RETURN
TO CONIROI-
i6JiGI-7 crose o"
a\ J 1*u--1r-SIGI{AING OEVICE
utrc. r7or -15
NOTES:
1. The Model VSB-F has two switches, one can be used to operale a cenlral station, proprielary or r€mot€ signaling unit, while the
olh6r contact is used to operate a local audiblE or visual annunciator.
2. A condition ol LPC Approval of this product is that th€ electrical entry must be sealed to exclud€ moisture.
TESNNG
The frequerry ol inspection and testing lor lhe model VSR-F and its associated prot€ctive monitoring systern shouH be in accordancs with
applicable NFPA Codes and Standards and/or th€ authority having jurisdiction (manufacturer tecommends quarterly or more frequently).
lf proviied, the "lnspectors Tesf rralve, lhat is usually located at the 6nd ol the mo€l remote brandr line, shotrld always be used fot t€st puposes
ll there are no provisixrs for testing the operatkx of the florv d€teciion d€vice on the system, applirxtirn of the VSB-F is nol recommqtded or
advisable.
A minimum flow of 10 gpm is required lo activate this d€vi:e.
IMPOFITANT M)TICE: Please advise the p€rson responsiHe lor tesling of the Fhe Protection Systern that this system must be lested in
accordance with lhe 'Testing' Instruclions.
MKT. #8800001 - FEV K
MFG. #5400761 . 3/95
SUPERVISED LooP (STE NOIE)
PAGE 2 OF 2 PRINTED I'{ USA
The first Sch. 10 and
Sch.40 sprinkler pipe
to be fully UL Listed
and FM approved.
o
Sch. 10 and Sch.40
Fully IIL kted and FM approved sprinlder pip.
ffi
Approved
@
Llsled
American Tube & Pipe is the first
manufacturer to offer UL listed, FM
approved.Sch.l0 and Sch. 4O sprinkler
pipe. Although these products do not
require separate approvals., American
Tube & Pipe gives you the extra quality
assurance you demnnd. Our Sch, l0
(l%"-4') pipe and Sch. 40 (lr'-2rr) pipe
have paesed the same thorough lab tcet-
ing as our other listed pipc protlucts,
and receive periodic mill inspections
from both UL and FM agents to ensure
consistent quality.
Meets "lluy American" requirements
and is available through distributors
nationwide.
American Tube & Pipe's Sch. l0 and
Sch. 4.0 pipe are in compliance with
the following:
ASTMATS5 ASTMA795
l\If?A 13
Both pipe products also meet the strin-
gent requirements for the following tests:
o Welded Outlere
o Hydrostatic Pressure
o SideVall Rupture
o Yibration Test
Our exclusive "Diamond Coat" U.V.
cured acrylic finish offers a clean,
durable surface that outlasts typical
lacquers. lt is also paint-ready for cus-
tom color applications without special
preparation.
American Tu[e & ['\rc prrxlucts can
be "hot-dip" galvanized lo meet
FM retluirements for tlry eystems in
accorrlance with the zinc coating
specifications of ASTM A795 or AS:J.
tk'
t%'
z',
2Y,"
3"
4n
r6n
*8"
1.660
1.900
2.375
2.875
3.500
4.500
6.625
8.625
42,2
48.3
60.3
73.0
88.9
I14.3
168.3
219.1
t.M2
1.682
2.1s7
2.635
3.260
4.260
6.357
8.249
36.6
42.7
54.8
66.9
82.8
108.2
l6l.5
209.5
.109
. t09
.109
.120
.120
.120
. t34
. r88
2.77
2.77
3.05
3.05
3.05
3.40
4.80
l.8l
2.08
2.(A
3.53
4.33
5.61
9.29
16.94
.82
.95
1.20
l.6l
1.97
2.55
4.22
7.69
6l
6l
37
l9
l9
l9
l0
1
l"
ty,'
lYr"
1.315
r.660
I.900
33.4
42.2
48.3
1.049
1.380
1.610
26.6
35.1
N.9
.133
.140
.145
3.38
3.56
3.68
1.68
2.27
2.72
.76
1.03
t.24
6l
37
37
rThc 6" snd 8" Sdrcdule l0 oioe olfered bv Arnericsn Tule & PiD€ ig sold under licenae tmrn another dometic nonulacturer and rneets ASTM All5 and NFPi 13.
2525 N. 27th Ave.
Phoenix, AZ 85009
'101 E. Broadway
Kokomo, lN 46901
Customer S€rvice
1-8m-877-8823
1-602-272-6606
FAX 602-269- 1324
6.95 5.000 coIP flY, rNcolPon^rro
o
'r/BIT'
Black Light\,ra[ Threadable Pipe
The original "black" lightr,vall tlreatlable pipe with exceptional hyrlraulics zurd eeonomy
Arrrerical 'lule & l'i1xr Cornprury
took a lxrpular idea atrd Inarle
it bettcr. Unlike other lightwdl
threnduble pipeso BI-II is blar:k,
rnakirrg it a per{ect rrrrtch wi r ntost
othcr sprinkler pipes. And the
blnck coatirry ie sofer lo weltl on than
zine coated pipes, BLf's proven
hydraulic advnrrtage and lighter
weight atlds value to any systcrn.
IIL'l'p\le is a black, exceptirrnally strong
steel spdrrkl:r pipe of tlu: dass generally
known as "lightwall thrr:adablc pi;xrl' lts
wall thickncssr is less than that of Sr:h-40
or Sch-10 lrrrt thc coll forrning ytrocess
rrnrlergonc irr rnarrrfacttrring gives l][,f
;ri1x: nrcrfianical strt:ngth charat:lu risti (:s
uguivak:nt to those rct;ttit'r:rl firl Sr:h-40.
It is dcsigrtrl lirr lrlarrr,hlint usr: itr wet,
dry, preaction and dr:lugt: svstcrus. lll,T
r;an bc joiucrl with thre:rrlql couplirrgs
(rvlrr:n in a<x:orrlance with ANSI B | .20. | ),
rolled groove or plain-en,k'tl cotrplhr6s, or
weklul joints. UL has assigrtrl lll'l' pipe
Cornrsion Resistance llatios, (CIlll) less
than thosc of lhreaded Stfi-4.11 or l)yna-
'l'hrea<[" (set: chart). TIrr: ar:trral lifcspalr of
tlrc joint is tklrerrtlent ulx)u nranl vatiables,
brrt nray lle trffr:cterl by watcr rluality or
almospheric conditiorts rvhile in sclvtce.
BLT p\re is manufactun:rl to nreet AS'IllI
A135, Glatle A for firr: sprinklcr apJrlica-
tions up to li00 yrsi working lrrcssurc.
It is UL listrxl for wel, r l11'. lrlr:actiorr aud
dehrge systerns, and FIlt upprovtrl for wet
sprinkler systcrns. llL'I'is ULC listerl for
wct systcnls wlrcn thrcarleil, and r.lly
and ;rtca<:tiorr syslr:rns n'hcrr rr ntlrlerrrltrrl.
All tlu'carlul and wtltlerl fit ngs are
approvul in ar:corrlarrcr: with NlrltA 13.
@ffi@
Llsted Appro\r€d
Bl,T pipe olTers tlrt: nraxinrurrt hydrarrlit:
arlvantage of an1' availalle llrrr:a<lablc
sprirrklcr pipe. lts insith: diamcter is ul) to
57o lalger than Sch-,10 and identir:al t<r
that of othcr lightwall threatlables. 'fhe
use of llLT, in conjurrction with l)yna-
l'low@ pi;rc, cnn dranratically inrprove tlre
florr chalactcristils. tlrcrclry irrt reasirrg
tlrr: lxrtcntial for "rlowrrsizing" svstcnr
c(rnrp0nenls.
lll,'ll 1igrc is coatcd with our l)ianrorrd
Coat'" finish, an advanr:ed modfied acrylic
thal orrtlasts tylit:al lar:que.rs. Although the
lrlar:k extrrriur enharu:es a rrxre rrniforrn
lrxrk with cxistiug pipe systturs, the clcan
srrr{atr: rpality of BLT is readil;i paintable.
The liglrter l'eight of BUf is a distinct
arlvantage for retro-Iit installntions anrl
can also redur:e lalror cosls.
Bl,T ir r r.rjsl{ed tr.dmsrl of 4mri.!n Tul* & PirE
Con,p{ny.lm Allinfomlrft'n h.Einis !,j.(.atr nc knoft !r
rinr ofrtrlni.rtinn rnd 'r. r,lidir to.,h.nr eirh4ur norjc..
II{SIDEDIAMETER UL TIIREADED CRR+BLT
NPS BLT
SCH.
40 BLT
scH.
40
Dn\A.
THREAD Y/TIFt
PCS/
IIFT
I 1.104 1.049 .35 1.00 l 00 l 19 9l
I u4't.452 1.380 .17 l 00 1.00 r.53 6l
I Uz',l (r87 t.6t0 .18 l 00 t.00 l.B?6l
2-2.t54 2.0(t7 .21 1.00 1.00 2.M 37
* (lafcrrlatcrl rrsirrg Stottrlnlrl Ul, (illll frrrrrrrrla, (Il, liirc I'r'ottr:tion l)irtrtory, Caicgrrly YIZY.
llttn hangel spacing
{(:curale fl ow tomllarisons.
2525 N 27lh Ave. 101 E. Broadway
Plrc€nix, Az B50Og Kokomo, lN 46901
Customer Service
1-80G877-8823
1-dJ2-272-ffi6
FAX 602-269-1324
i,fin 6/q5 coi,|PANI INCORPONATED
oo
Fire Protection
Engineering Catalog 892
Manufacturers of
PIPE HANGBRS BEAM CLAMPSSTRUT SEISMIC BRACES
Michigan Hanger Inc@
Main ()lficc and l'lant
931 Surnnrit Avc. Nilcs, ()l | .14446
Plrone: (216) 544-4700 Fax: (216) 544--5403
TOLI, FREE: (800) 333-0852
\Vcstern l'lant and l)istrilrulion Ccnter
10720 Mulberry Avc. Fontana, CA 92335
Phone: (909) 355-0664 Fax: (909) 355-4590
BNAM CI.AMPS
r=lt=F--rstttl
-=_ J
('"
Model #115
Heavy Duty Swivel
Loop Hanger (NFPA
RS--. -
Rod Sizes)
-4-
SIZII RANGIi: l/2'' lhru tl" pipe siz.es
MA'I'ERIAL: Pre-galvanizcd carbon steel with a zinc electroplatc inserl nut.
APPROVALS: Factory Mulual (FlU)
LISTINGS: Underwrilers Laboratories (UL)
CONI'ORIVIS WITII: Federal Specification WW-H-l7l (1 ype l0),
Manufacturers Standardization S(rcie(y ANSUM&S-SP-58 (Type | 0):
ins(all in accordance with ANSI/NISS-SP-69.
SERVICE: Pipe support manufaclured to use tninintunt rod sizes
pcrnritted by NFPA for fire sprinkler piping.
ORDIIRING: Specily pipe sizc, nrrxlel nunrber and name.
)
a
@ {-n
J
Plpc
rlzG H CL RS MRI A Mrx, rscom.
lmd lbr,
ln"
314"
l"
3-tlE"
3- !/16"
3-3n6"
t-5/8"
t-tt?rtl2''
3tt"
3/r"
3t8"
t"
t"
l-r/4"
t 5/16"
l5^6"
300
300
300
t-114"
lrn"
3-V7:
3-tsl16"
4-lt/'
l-t t/t6"
t-15/t6"
2-1t4"
3tE"
3tE"
3/E"
l
I
7lE"
l"
I - l/16"
3m
300
3m
Lv2"
1-112"
5-5^6"
Gvx'
7-1n6"
3-318"
3-5l8"
1-15^6"
3t8"
3t8"
1t8"
t
I
rtn"
t-7|t"
1-7t8"
525
525
585
4'
5"
t"
7-rn'
t-15n6"
I l-t/t6"
t2-7 t8"
4-llt"
1- l3/16"
63/8"
7-3^6"
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Model #130
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SIZE RANGE: l/2" thru 8" pipe sizes
lVtATItRlAl.: Pre-galvanized carbon steel with zinc electroplate inserl nut.
APPROVAL: Factory Mutual (l'lu)
llS'l'lNG: Underwriters Laboratories (UL)
CONFORMS WITH: Fedcral Specilication WW-H-l7l (Type l{)).
Manufacturers Standardization Socicty ANSI/MSS-SP-SE (Type l0):
insrirll in accorrlance with ANS|/l\lSS-SP-69,
SIiRVICI!: Pi[)c support nlanulacturcd lo use minitnunt rod sizes
perrnitted by NFPA lirr fire sprinkler piping.
()RDERIN(i: Specily pipe size. ntodel ttttttrbcr and nattte.
a
MICHICAN HANGER CO.. INC.
Niles, OH
Plpc
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losd lbs.
tn"
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3.vt6"
3-3 6"
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PRODUCT SUBMITTAL
Submitlal is made lor appror'al of the
aollowing Victaulico piping products
indicatsd, within tho UL Listed/FM
Approved .atings in this publicalioD.
Submllled Producl
Flexlble Coupling
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FimLocl'"
Style 005
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Flargs Adapte]s
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VICIAULIC COMPANY OF AMERICA . P,O. Box 31 . Easton, PA 18042 . 215/252-6400 . WUI Telex 6858011 VICAM UW mA-aol 1/89 isitM
G) Copylighl 1989, Victaulic Company of America @ Registersd Trademark of Victaulic company ol Amsrica
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Boltloss Couplfurg
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Series 714
Series 710
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FIRE PIDTTCNON SYSTEMS
UL LISTED/FM APPROVED
PRODUCTS SUBMITTAL
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MechanlcaIT9
sril:stio
Sprlnklgr 0ullel
Hookoro
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Inspoclors Alarm Terl
Modolo 16slltlaslsr'
Style 718, Etyle 719
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JOB/OWNER CONTFACTOR ENGINEER
Spec. Sect.Para._
System No.Submilled By Approved
Location Dat€
1A-41-1996 9,B4AM FROM AUTOT'4ATIC FIRE GROUP 343425,6127 P. I
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42 lVest Meadow Driae
Vail, Colorailo 81657
101-479-22t0
Vail Firc Departmcnt
Ric Jefferies
AFG/Mesa
4894 Yan Cordon St. #304
Arvada, CO 80033
September 30, 1996
Dcar llic,
Allcl rcvicwing thc firc sprirrklcr plans on the Vail Golf Course Maintenance Facility,
tlrcrc arc sorne itents that nccd to bc brought to your attention.
A Colorado Rcgistration number needs to bc included on plans.
Peunit numbcr is invalid. Please correct to M96017.
Dollar amount for mechanical nrust be included on application form.
RPBD slrown on cut Shcet is an Arnes 4000ss. Page 6 shows a Febco.
lliser mounted compressor has no air filter/dryer specified. The VFD recommends a
florlr rnountcd comprcssor with a liltu/dryer.
t.
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4.
5.
,/ 6. l;arr-Larnr AV signal is rcquircd to bc 24 volt and lnust be visible in direct sunlight.
u/7. FDC cut shcct was not irrcludcd in product subrnittals. Typical copied on plans.
., 8. l)endant heads are slrown on thc dry systcm. Hcads rnust be upright, or drylendant
l1l3 3-2.2 exception #2.
,/ 9. Providc dctail on return bcnds if intended lbr use with pendant heads 4-5.17.
;' 10. Inspcctor's tcst valvc must be 7' off finishcd floor. l" 45x li ? test bushing has been
left out. I /2" tenrrination is required.
l,'' I l. l{eating systcln lbr building not shown on plans-caution placemcnt of heads near fan-
coil hcatcrs. /r,r/ t;.,t:l)'.,/
y' 12. l,octrlc hcads in ccntcr ol'attic truss to avoid obstruction 4-4.1.3.
,r.' 13. Control valves must bc supervised with tarnper switches 4-6.1.3.
r | 4. All sprinkler heads arc considorcd to bc in exccss of l00psi 4-6.2.3.3.
r-" i5. Drainagc of piping is slrown on plan as l/8" per tbot 4-6.3.
l-'' 16. Main drain is required to be 2". Dtain shall discharge outside, or to a drain
connectiotr 4-(t.3.4.3. \''11
p 17. Aux. drairrs nccd to bc providcd in the crnployco lounge due to a changc in piping
irlr ngcttlottt 4-(t,3.6. |''t /it' ifi'p 7),flt
llJ. Dircct intcrcorrncct of drain must not bc rnade bctwen drain and sewer 4-6.3.6.
/ "x ,/L',
III
II
o
y{5. CneoU valve from FDC must be provided with an automatic dilp 4-7.2.5.
/2O.We assurne that there will be light and hcat in the main control valve room.
lf you lrave any questions regarding the items listed, give me a call at970-479-2253.
Best regards,
-)r/^Y F'*-(_/
John Gulick
Asst. Chiet
Vail Fire Dept.
cclgolfmaint file
Prcject Name:
Project Description:
Participants:
Project Address:
Legal Description:
Parcel Number:
Comments: Vielerecused
OWNER TOWN OFVAIL
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
co 81657
License:
07/I2l2N4 Phone;
APPUCANT VAIL RECREATION DISTRICT OilTZl2OM Phone:
7OO S FRONTAGE RD E
VAIL
co 81657
License:
1278 VAIL VALLEY DR VAIL
LoE Block Subdivision: UnplatEd
Planning and Environmental Commission
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
@f. 970.479.2139 tax:. 970.479.2452
web: www.ci.vail.co.us
VAIL GOLF COURSE PEC Number: PEC040048
GMDING IN THE 100-YEAR FLOODPLATN (VAIL GOLf COURSE IRRIGATION SYSTEM)
21010811,1002
tA / val9t;TnT I
BOAR,D/STAFF ACTION
Motion By: Kjesbo
Second By: Lamb
Vote: 5-0-1
Conditions:
Action: APPROVED
Date of Approval= 08109/2004
@nd:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: CON0006606
The applicant shall submit a stamped Improvement Location Certificate and
topographic survey, veriffing the "as-built" conditions of the subject site, to the
Town of Vail Community Dwelopment Department for review and approval, prior to Town
of Vail final construdion inspection.
Cond: CON0006607
The applicant shall comply with all requirements of all necessary state and federal
permits and approvals.
Planner: Bill Gibson PEC Fee Paid: $,100.00
MEMORANDUM
TO: Planning and Environmental Commission
FROM: Community Development Department
DATE: August 5,2004
SUBJECT: A request for a final review of a floodplain modification, pursuant to Chapter 14-
6, Grading Standards, Vail Town Code, to allow for irrigation system
improvements, located at the Vail Golf Course, 1778 Sunburst Drive/Unplatted (a
complete metes and bounds description is available at the Community
Development Department), and setting forth details in regard thereto.
Applicant Vail Recreation District, represented by Hydrosphere Resource
Consultiants, lnc.
Planner: Bill Gibson
I. SUMMARY
The applicant, Vail Recreation District, represented by the Eagle River Water and
Sanitation Districts and Hydrosphere Resource Consultants, Inc., is requesting approval
of a floodplain modification, pursuant to Chapter 14-6, Grading Standards, Vail Town
Code, to allow for irrigation system repairs and improvements within the Gore Creek
floodplain located at the Vail Golf Course, 1778 Sunburst Drive. Based upon Staffs
review of the criteria in Section Vl of this memorandum and the evidence and testimony
presented, the Community Development Department recommends that the Planning
and Environmental Commission approves, with conditions, the requested floodplain
modification, subject to the findings noted in Section Vll of this memorandum.
II. DESCRIPTION OF REQUEST
The applicant is proposing to modify the Gore Creek floodplain to allow for the repairs and
improvements to the Vail Golf Course irrigation system, located at1778 Sunburst Drive. A
vicinity map has been attached for reference (Attachment A). A more complete description
of the applicant's request has been attached for reference (Attachment B).
Pursuant to Section 12-12-3, Vail Town Code, staff has determined that an Environmental
lmpact Report is not required for this proposal since this proposal is an "alteration, repair
and maintenance of existing structures and site improvements".
III. BACKGROUND
The U.S. Army Corp of Engineers has determined that the proposed modification to the
Gore Creek floodplain does not require a Department of Army permit (Attachment C).
I
tv.ROLES OF REVIEWNG BODIES
Planning and Environmental Commission:
The Planning and Environmental Commission is responsible for final approval/approval
with conditions/denial of a floodplain modification application.
Desion Review Board:
The Design Review Board has no review authority of a floodplain modification, but must
review any accompanying Design Review application.
Town Council:
Actions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates whetheror
not the Design Review Board or Planning and Environmental Commission ered with
approvals or denials and can uphold, uphold with modifications, or overturn the board's
decision.
Staff:
The staff is responsible for ensuring that all submittal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staffalso advises the
applicant as to compliance with the design guidelines.
Staff provides a memo containing background on the property and provides a staff
evaluation of the project with respect to the required criteria and findings, and a
recommendation on approval, approval with conditions, or denial. Staff also facilitates the
review process.
APPLICABLE PLANNING DOCUMENTS
Town of Vail Zoninq Regulations (Title 12. Vail Town Code)
Section 12-12-3, ENVIRONMENTAL IMPACT REPORTS, EXEMPT PROJECTS (in part)
An environmental impact report shall not be required for the following projects:
A. Alteration, repair and maintenance of existing structures and site imprcvements.
B. A phase of a project for which an environmental impact report previously was submdfed
and reviewed covering the entire project, provided that the project was approved and not
subsequently altered.
C. A projectwhich, on the basis of a preliminary environmenfalassessment coveing each
of the factors prescribed in Section 12-12-2 of this Chapter is found to have an insignificant
impact on the environment. The preliminary environmenfal assessment and the finding on
environmental impact shall be made by the Administrator.
Section 12-21-1OE, HAZARD REGULATIONS, DEVELOPMENT RESTRICTED (in part)
E. The Administrator may require any applicant or person desiing to modify the flood plain
by fill, construction, channelization, grading, or other similar changes, to submit for review
an environmental impact statement in accordance with Chapter 12 of this Title, to establish
V.
vt.
that the work will not adversely affect adjacent properties, or increase the quantity or
velocity of flood waters.
Town of Vail Development Standards Handbook (Title 14. Vail Town Code)
Chapter 14-6, GMDING STANDARDS (in part)
Floodplain Standards;
No grading is permitted in the 100-year floodplain without Planning and Environmental
Commission approval. lf an applicanf wshes to grade into the 100-year floodplain, an
envircnmental impact report is required. The envircnmental impact repoft shall include
impacts to vegetafon, ripaian areas, appropriate hydraulic engineering calculations to
show no increase in water surface profile and velocity, as well as stating thatthere will be
no adverse impacts to adjacent propefties. No permanent improvements shall be
constructed within 1'of the floodplain line.
The floodplain line shall be determined by a registered professional land surueyor by
plofting the appropriate elevation of the floodplain on a maximum 1"-20'topographic 2'
contour map using the adopted Town of Vail flood profiles (the Federal Emergency
Management Agency Flood lnsurance Study). The topographic survey shall reveal the
method for determining the starting point and the starting elevation for the floodplain
delineation. A site specific study performed by a Professional Engineer per FEMA
guidelines and apprcved by the Town of Vail and FEMA may be required.
CRITERIA AND FINDINGS
A. The Planninq and Environmental Commission shall consider the followinq criteria
when reviewinq an appJication for a modification to the floodplain:
1. The proposed floodplain modification will not increase the quantity or
velocity of flood waters.
Staff response: The technical analysis provided by Hydrosphere Resources
Consultants, dated April 9,2004, states that this proposal "...will have no
impact on the regulatory floodplain elevations or velocities." (see Attachment
C). The Town of Vail Floodplain Coordinator has reviewed and confirmed
this opinion (see Attachment E).
2. The proposed floodplain modification will not adversely affect
adjacent properties.
Staff response: The technical analysis provided by Hydrosphere Resources
Consultants, dated April 9, 2004, states that this proposal "...will have no
impact on the regulatory floodplain elevations or velocities." (see Attachmenl
C). The Town of Vail Floodplain Coordinator has reviewed and confirmed
this opinion (see Attachment E). I
B. The Planning and Environmental Commission shall make the followinq findinqs
before approvinq a floodplain modification:
1. The proposed floodplain modification will not increase the quantity or velocity
of flood waters.
2. The proposed floodplain modification will not adversely affect adjacent
properties.
VII. STAFFRECOMMENDATION
The Community Development Department recommends that the Planning and
Environmental Commission approves, with conditions, the proposed floodplain
modification, pursuant to Chapter 14-6, Grading Standards, Vail Town Code to allow for
inigation system improvements, located at the Vail Golf Course, 1778 Sunburst
Drive/Unplatted. Staffs recommendation is based upon the review of the criteria in Section
Vl of this memorandum and the evidence presented, subject to the following findings:
1. The proposed floodplain modification will not increase the quantity or
velocity of flood waters, based upon the technical analysis provided by
Hydrosphere Resources Consultants.
2. The proposed floodplain modiflcation will not adversely affect adjacent
properties, based upon the technical analysis provided by Hydrosphere
Resources Consultants.
3. Pursuant to Section 12-12-3, Vail Town Code; submittal of an
Environmental lmpact Report is not required for this proposal.
Should the Planning and Environmental Commission choose to approve this floodplain
modification request, the Community Development Department recommends the following
conditions:
1. The applicant shall submit a stamped lmprovement Location Certificate and
topographic survey, verifying the "as-built" conditions of the subject site, to
the Town of Vail Community Development Department for review and
approval, prior to Town of Vail final construction inspection.
2. The applicant shall comply with all requirements of all necessary state and
federal permits and approvals.
VIII. ATTACHMENTS
A. Vicinity Map
B. Hydrosphere Resource Consultant's analysis
C. US Army Corps of Engineers approval
D. Engineering Plans !
E. Town of Vail Floodplain Coordinator approval
F. Public Notice
Attachment: A
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Attachment B
HYD RO S PH ERE
l{esource C()nsLlItat ts
April9,2004
Ms. Linn Schon
Eagle River Water & Sanitation Distict
846 Forest Road
Vail, CO 81657
RE: Vail Golf Course hrigation System Improvements
Dear Ms Schorr:
ln accordance with the desire of the Vail Golf Course to implement certain irrigation
systern improvements in order to avoid water shodages on the golf course this season the
following maintenance activities have been proposed:
. Reconstruct in-place the primary irrigation diversion facility in Gore Creek as
shown in plan view at location I on the attached exhibit
r Replace the buried inlet pipe from the diversion stucture to Pond 17 with a larger
pipe (probably 24-inches in diameter) as shown in plan view at location 2 on the
attached exhibit
Connect Pond 17 with Pond 18 with a btrried pipe (probably l8 to 24-inches in
diameter) as shown in plan view at location 3 on the attached exhibit
Replace the buried connecting pipe between Pond l8 and the Pumphouse Pond
with a larger pipe (probably 36-inches in diameter) as shown in plan view at
location 4 on the attached exhibit
This activity is needed because the existing diversion stucture has settled and./or shifted a
small amount from its original location as constructed in 1968. While it exists at the same
location and general configuration by visual inspection, it has moved enough to prevent adequate
water from being diverted into the subject golf course ponds, particularly dwing low flow
periods. It is proposed to rebuild this stuchre at the same location and to its original elevations.
Pursuant to your request, we have reviewed the crurently effective floodplain map, its
associated work map and the study published in 1985, and evaluated the potential impact ofthe
proposed project on the elevation and velocity of the 100-year flood. The hydraulic calculations
and floodplain mapping that covers the area where the diversion structure is located is based upon
several steam channel cross sections located upsheam and downstream of the diversion
structure, but not at the structure. We assume the study conhactor and FEMA made the judgment
['(-)li( \',\rlal!Si.5 . i:n:iIterrilt! . !:tr\ i | . \ I I r-] I r- | I I ;t I Inlr,Intarrir)n S.. sternS
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'.-lO:3f ++:i-7,3.-J!.' . T.lr-F;ry I l(.t3t 11.)r)(jtG
1r--)rJ5l e935,2556 . TeleFax (:)()5t 835-2(ios,
that the diversion structure does not represent a significant enough physical variation in the
channel features located in this reach ofthe Creek from that represented by the adjacent cross
sections and did not explicitly represent the structure with cross sections in the floodplain
hydraulic modeling. As such the restoration of this structure to conditions that existed when the
floodplain study was conducted will have no impact on the regulatory floodplain elevations or
velocities. Its restoration will impact low flows up to a maximum of 10 cfs, but will have no
measurable impact on flood flows of any frequency.
The two pipe replacements and the new pipe construction will not modiff ground surface
elevations as the new pipes are intended to simply improve irrigation water movement between
the ponds. This work will take place in a floodplain fringe area, which for the most part has no
flood conveyance capability. Their placement below the existing grade will by definition have no
impact on flooding because there will be no change in existing ground contours.
Fast-tack design and pre<onsfuction negotiations are underway on these features in order
to get them constructed in the very short time window before peak runoffin Gore Creek in order
to have them in place before the golf course irrigation season is underway. As such the
conshuction is expected to occur the last week of April and first week of May, dependent on
weather and skeam flow conditions.
We have been in contact with Mark Gilfillan in the U.S. Army Corps of Engineers,
Colorado/Gunnison Basin Regulatory Office located in Grand Junction. Mr. Gilfillan has
informed us that under the Corps of Engineers regulations for implementation of section 404 of
the Clean Water Act, the proposed project is exempt from regulation because the diversion
structure is used for irrigation. We will request that Mr. Gilfillan provide written confirmation of
our understanding that the proposed project is exempt from regulation under section 404. The
subj ect activity is located in an area that has been significantly modified by humans and consists
primarily of open sod covered area. Only minimal vegetation other than grass is present at the
site. The several existing trees will be avoided by construction activity. There will be
disturbance of three clumps of small diameter common sand bar willow, which has grown up
through the rock of the current diversion structure. These will be replaced this fall. Appropriate
construction best management practices will be used to minimize erosion and sedimentation to
Gore Creek. Sod and landscape replacement will occur immediately after construction and pribr
to the golf course opening for the summer season. Accordingly, ecological impacts to the site
will be minimal and no other permitting is expected to be necessary.
Please contact us for any clarifications or additional information, or if you prefer, have the
Town contact us directlv.
cc: Mr. Jim Myers
Enclosures
Water Resources Engineer
Hydrosphcre Resource Consultants, I 002 Walnut Street Suite 200, Boulder, CO 80302
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Attachment G
DEPARTMENT OFTHE ARMY
U.S. ARMY ENGINEER DISTRICT. SACRAMENTO
REPLYIO
AITENTION OF
CORPS OF ENGINEEFS
1325 J STREET
SACRAMENTO, CALIFORNIA 95814,2922
Regulatory Branch
April 28, 2004
(2O0475L7O)
Mr. Robert M. Weaver
Hydrosphere Resource Consul-Eants, Incorporated
1002 Walnut, Suite 200
Boulder, Colorado 80302
Dear Mr. Weawer:
We are responding to your wriEten request dated April 12,
2004, on behaLf of Vail GoIf Course, for a jurisdictional
determj-nation regarding an irrigaEion rock-weir diversion and
headgate at Gore Creek. The projecE site is located in the Town
of Vail within Section 3, Township 5 SouEh, Range 80 West, Eagle
County, Colorado.
. We have revj-ewed your project in accordance with Section 404
of the Clean Water Act under which the U.S. Army Corps of
Engj.neers regulates the discharge of dredged and fill material in
waters of the United States, including wetlands. Based upon the
informat.ion provided, it appears the project is exempt from
reg"nlation at 33 CFR Part 323.4 (a) General . Therefore, a
Department of the Army permiE will not, be required for the above-
mentioned work.
If you have any questions, please write to Mr. Mark
ci1fillan at.the address below, telephone 970-243-1199, exEension
l-5 or email mark. a.cli1fillan@usace.army.rnil.
Basin
Sincerely,
,/ nl" t/'.EL /{- hx--:/. - / | tJ''
-jnl Ken Jacobsonv -'--' Chief , Colorado/Gunnison
RegulaEory Office
Copy Furnished:
Eagle County, Post.
I
400 Rood Avenue, Room 142
Grand Junction, Colorado 81501--2553
office Box 850, Eag1e, Colorado 81531
-
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Attachment E
TO:
FROM:
DATE:
SUBJECT:
MEUORANDUM
Community Development Department
Public Works Department
August 4, 2004
Golf Gourse floodplain modification
The proposed Floodplain Modification associated with the VRD/ERWSD inigation
system improvements within the Gore Creek 100-year floodplain, located at the Vail Golf
Course, 1778 Sunburst Drive, comply with the provisions of the Vail Town Code. The
proposed floodplain modifications will not increase the quantity or velocity of the flood
waters and will not adversely affect adjacent properties.
Chad Salli,
Town of Vail Floodplain Coordinator
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
Attachment: F
mnilffi/
NOTICE lS HEREBY GIVEN that the Ptanning and Environmental Commission of the Town of
Vail will hold a public n""ting in accorOance viith Section 12-3-6, Vail Town Code, on August 9'
2004, at 2:00 pM in the Tovin of Vail Municipal Building, in consideration of:
A request for a final review of a variance, pursuant to Section 12-17 'Yariances, Vail Town Code'
to a[bw for a building to encrolcn into the side setback, located al4257 \yeg"1 L?neil-g! 1.'
Bigil. E"tiGi, a ,E"rOoiuision of Lots 1o & 11 , Bighorn Estates, and setting forth details in
regard thereto.
Applicant: Patrick & Mary P. DunahaY
Planner: Elisabeth Eckel
A request for a final review of a major amendment.to a sP99l?!developnent district (sDD)'
prr"ir"niiJSe6ion f Z-gl-tO, AmdnOment Procedures, Vail Town Gode, to allow for an
amendment to SDD *O, VaiiViifage inn, to allow for the conversion of existing c^oqlnol 19a.to..
fut s6sa residentialf6;il;i6RFAj, ro""t"o
"t
68 East Meadow Drive/Lot O, Block 5D, Vail
Villagl Filing 1, and setting forth details in regard thereto'
Applicant Carlos RojasPlanner: Clare Sloan
A request for a final review of an amendment to an app.roved development plan' purslant to . ^
Section 1 2-9C-5, Oevetopmeni StanOirOs anO a Conditional Use Permit, pursuant to Section 12-
gC-3, Vail Town Code, tdlf f ow for the construction of "Public Buildings and Grounds", located at
1289 Elkhom Drive/Unplatted, and setting forth details in regard thereto.
Applicant Town of VailPlanner: Elisabeth Eckel
A request for a final review of a floodplain modification, pursuant to Chapter 14-6, Grading - -
stanltros, vait iown coib, iJ"irowioi inigation -ysterin improvements,located at the Vail Golf
Course, 1778 Sunburst b;i""/LJ;pi"tted (a iompletl metes ind bounds description is available
at the iommunity Development Departnient), and setting forth details in regard thereto'
Applicant: Viit Recrebtion Distiict, repreiented by H-ydrosphere Resource Consultants' Inc'
Planner: Bill Gibson
A request for a final review of a condition use permit, pursuant to Section. 12-6D-3, Conditional
uses, va'il Town Code, 6;lb* 6; ; iipe tt emptoveb Housins yn!! (Flq' located at.2683
Cortina Lane/Lot z, eroci A, Vair niOgd'SuOOivision, and setting forth details in regard thereto'
Applicant TrentHubbard/StefanSchmidPlanner: Bill Gibson
A request for a final review of a minor subdivision, pursuant.to Chaptg! 1?1' Minor Subdivisions' V-ail
Town Code, to amend the locations of the exisiing building envelopes; and a final review of a
variance from Section f Z:Zf -iO, b.u"lopment Restri-cted, Vail Town Code, to allow for construction
on sfopes ol 4oo/oor gt""t"r, foiiteO it f'S90 Buffehr Creek Road/Lots A, B, C, and D, Residences at
Briar Patch, and setting forth details in regard thereto.
Applicant Residences of Briar Patch Homeowner Association, represented by Zehren and
Associates
Planner: Bill Gibson
The applications and information about the proposals are available for public insqection during regular
otfice hours at the Town of V"ii Comruni$'Development Department, 75 South Frontage Road' The
public is invited to ttt"nO ptoi""t ti"nt"tiJir and th6 site visits that prece-de the public hearing.in the
Town of Vail Community beietopment Department. Please call (970) 479'2138 for additional
information.
Sign language interpretation is available upon request with 24-hour notification' Please call t
(970) 479-2356, Telephone for the Hearing lmpaired, for information.
Published, July 23, 2004, in the Vail Daily.
,-ffi
General lnformation:
AJI projecb requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environmental Commission review cannot be accepted until all required information
is received by the Community Development Department. The project may also need to be reviewed by the Town
Council and/or the Design Review Board.
Type ofApplication and Fee:
$650w(Pe -
$650
$80o
$1500
$250
$1300
Application for Review by the
Planning and Environmental Gommission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97 0.47 9.2139'fax: 97 0.47 9.2452
web: www.vailgov.com
DsCtrlrtiQT\Lr.
Ii
Variance $500
Sign Variance $200Rezoning $1300
Major Subdivision $1500
Minor Subdivision $650
New Special Development District $6000
MajorAmendment to an SDD $6000
Major Arnendment to an SDD $1250
( no exterio r mod ificatio ns)
. Conditional Use Permit. FloodolainModification. Minor Exterior Alteration. Major Exterior Alteration. Development Plan. Amendment to a Development Plan. Zoning Code Arnendment
Description of the Request:Reconstruction of the Vail Golf Course lrrigatj-on
Watef DiVefSiOn StrUCtUIe and Construction (\f helow gr^rlnd G.11 f .l.arr.}.SF
Ponds I connections .
Location of the Proposal, 161; 002 .Block:Subdivision:@
Physical Address:Vail Valley Drive Unit: :Vai1
parcel No.: 2IOI-081-I4-002 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no')
Zoning:Outdoor Recreation
Name(s) of Owner(s):Vail Recreation District
Mailing Addr""",t/o V"iI GoIf cott"t T
Owner(s) Signature
Name of Applicant:
(s):l^v?f
Hydrosphere Re ce Consultants, Inc., on behalf of Eagle
River Water & Sanitation District and Vail Recreation District
Mailing Address: 100" Walnut Street, Suite 200, Beulderr €€ 9e302Phone:%
drl@hydrosphe.re . comE-mail Address:_ 303-442-O6L6Fax
RECEIVEO:
ttit | 2 i:::i,t
Pagfrof l-oa/ri'rca
*'i**'1,|***:**trt';**lr'l**l**!4,|l***t *d t***t*t' a'*****t**+*********'t**{' 'lr
lr:lt**lr* *'l
TOWNOFVAIL, COLORADO Staternent
* 't{.* * * ** ***{r* +{r*:t * 'l * * ** t'l'1.'}* *:l**'} t*:*'}*'} l**'t ******rl.t}al.l.:t*'r**l.!tt ***:},t*****!t'}*{.'rr} rr ** *'l * ***** ** *
Statement Number: R040006209 Amount: $400.00 07/t2/2oo4o3:24 PM
PaymenE Method: Ctreck rnit: iIS
Notation: #32391/ERw&sD
Permit No: P8C040048 Tlpe: PEC - Generic
ParceL No: 210108114 002
Site Addreas: 1.278 VAfIJ \IAIJITBY DR VAIIJ
Locat ion : VAIIr GIOIJF COI'RSB
TotaL Fees: $400.00
This Palment: $400.00 Total AIrIJ PmtE: $400.00
Balance: $0.00
,lr*a"l***,t**ll*'i***********+****a****t|l****lt'l********r|*a*******d.**l*,1**t|*********************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PV OO1OOOO31125OO PEC APPLICATION FEES 400.00
Parcel Detail http://wl,vw.eagle-county.corn/goodtums/assessor/parcel,asp?Parcel...
County Officials I County Services I Community lVideos Advanced Search I Calendar I contact I Ec Home
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Sales Detail I Value Detail I Residential/Commercial Improvement Detail I Land Detail
, Tax Area :Account Number
R010490
Parcel Number lrlill Levy
210108114002 I 46.566
Owner Name and Address
'l
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'll
L€gal Description
I SUB:VAIL VILLAGE FTUNG 7 DESC:
1 TMCTS B,D,E,F
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Location
property Tax Vatuation Information
Basic Building Characteristics
Commercial,/Industrial Building Occurrance 1 Characteristics
I of2 4127/2004 8:15 AM
Parcel Detail http://www.eagle-county. cor/goodturns/assessor/parcel.asp?Parcel...
uJl,Lrw: 3,. 12 ,
CANOPY: 1,152
FRAME: , WOOD FMME: ieerrnc-rurr-, : ir-ecrnrd
HEATING-wPE: EIEC BASBD
INTERIOR WALL: MINIMUM
INTERIOR-WALL: DRYWALL
NEIGHBORHOOD: i VAIL GOLF COURSE
Tax lnformation
No Tax Records Found
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Assessor Daiab3se See.ch Optrcns I Treasurer Database Search Options
contact us by phone: (970)328-8640, in Colorado (800)225-6136
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
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<!)
,-
Planning and Environmental Commission
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
te| 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Public Service Company PEC Number: PE@20057
Project Description:
Conditional Use Permit for a "public utility and public service use" (i.e. construct an above
ground natural gas regulator station).
Participants:
OWNER TOWN OF VAIL O9lt7l2OO2 Phone|
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL CO 816s7
License:
APPUCANT Public Service Company Of @911il2002 Phone: 303-57t-7454
1225 17th Stree
Denver, CO
80202
License:
Project Address: 1278 VAIL VAI'IEY DR VAIL Location: Gas line through golf ourse
Legal Descr-ption: Lot: Block Subdivision: Unplafted
Parcel Number: 210108114fl)2
Comments:
BOARD/STAFF ACTION
Motion By: Rollie Kjesbo Action: APPROVED
Second By: George Lamb
Vote: 6-0 DateofApproval= tllI2l2002
CondiUons:
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Toryn of
Vail staff and/or the appropriate re\riew committee(s),
Cond: CON0005672
This approval shall be contingent upon the Town Council's adoption, by ordinance, of
the associated proposd text amendment to Section 12-88-3, Vail Town @de.
Cond: CON0005673
The proposed natural gas regulator station shall be relocated west of its proposed
location to the west side of the existing gravel Golf Course access drive along the
Frontage Road. The applicant shall revise the proposed easement and suruey
documents, to the satisfaction of the Town of Vail Public Works Department, to
address this relocaUon, prior to the issuance of a Town of Vail public way permit.
. Planner: Bill Gibson
c o
PEC Fee Paad: $650.00
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
October 14,2002
A request for recommendation to the Vail Town Council, to allow for a text
amendment to Section 12-88-3 (Conditional Uses), Vail Town Code, to allow for
"public utility and public service uses" as a conditional use in the Outdoor
Recreation zone district and setting forth details in regards thereto; and a
conditional use permit, to allow for a "public utility and public service use" in the
Outdoor Recreation zone district, located at an unplatted parcel within the
Southwest Quarter of Section 3, Township 5 South, Range 80 West of the Sixth
Prime Meridian, generally located south of the l-70 right-of-way, north of Gore
Creek, and west of 2450 Frontage Road East (Water Treatment Plant) within the
Vail Golf Course. A complete metes and bounds description is available at the
Department of Community Development.
Applicant: Public Service Company of Colorado
Planner BillGibson
lt.
SUMMARY
The applicant, Public Service Company of Colorado, is requesting a text amendment to
Section 12-88-3 (Conditional Uses), Vail Town Code, to allow "public utility and public
service uses'as a conditional use in the Outdoor Recreation zone district and setting forth
details in regards thereto; and a conditional use permit, to allow for a "public utility and
public service use" in the Outdoor Recreation zone district located within the Vail Golf
Course. Based upon staffs review of the criteria in Section Vlll of this memorandum and
the evidence and testimony presented, the Community Development Department
recommends that the Planning and Environmental Commission approve the requested
conditional use permit and forward a recommendation of approval to the Town Council of
the requested text amendments, subject to the findings noted in Section lX of this
memorandum.
DESCRIPTION OF REQUEST
The applicant, Public Service Company of Colorado, is requesting a text amendment to
Section 12-88,-3 (Conditional Uses), Vail Town Code, to allow "public utility and public
service uses" as a conditional use in the Outdoor Recreation zone district and setting forth
details in regards thereto; and a conditional use permit, to allow for a 'public utility and
public service use" in the Outdoor Recreation zone district located within the Vail Golf
Course. This proposed text amendment and the conditional use permit request are intended
to facilitate the construction of a natural gas regulator station at the Vail Golf Course.
The purpose of this proposed natural gas regulator station is to increase the supply of
Iil.
natural gas to the East Vail area to address low pressure and loss of service problems
associated with the limited capacity of the existing natural gas distribution system. The
proposed natural gas regulator station at the Vail Golf Course will accomodate the
installation of a low pressure natural gas line connecting existing utilities at Sunburst Drive
to the high-pressure natural gas main located along the south side of the Fronlage Road.
The proposed natural gas regulator station will consist of the natural gas regulator and its
enclosure. The proposed enclosure is an 8 ft. by 6 ft. shed approximately 10 ft. in height.
The enclosure had been designed to match an existing well water treatment facility
cunently located at the Vail Golf Course in design, materials, and color.
The applicant's description of the text amendment, conditional use permit, and design
review requests have been attached for reference (see Attachment C). Also attached for
reference are easement survey drawings, photographs of the site, architectural drawings of
the proposed enclosure, Outdoor Recreation zone district maps, and a drafl version of
Ordinance No. 29, Series 2002 (see Attachments D - H).
BACKGROUND
In October of 1991, the Town Council adopted the "Development Code Revision Report,
Phase 1." In May of 1993, the Planning and Environmental Commission began its reviewof
proposed text amendments prompled by this report to amend the Greenbelt and Natural
Open Space zone district and the Public Use zone district, and to create a new outdoor
recreation oriented zone district.
The initial approach to these code revisions consisled of amending the Public Use zone
district and the Natural Open Space zone district, as well as, renaming and amending the
Agriculture and Open Space zone district to create a new Recreational Open Space zone
district. The Planning and Environmental Commission expressed concerns about allowing
buiEings within zone districts intended for open space, and recommended the elimination of
some proposed conditional uses in the Recreational Open Space zone district such as
single family residential dwellings, churches, reclories, schools, colleges, convents,
seasonal use or structure, etc. The Planning and Environmental Commission also
expressed concems about the impacts that eliminating the Agriculture and Open Space
zone district could have on established individual property rights.
Upon furtherdeliberation, the Planning and Environmental Commission directed staff notto
rename and substantially amend the Agriculture and Open Space zone district to the
proposed Recreational Open Space zone district, but instead make amendments to the
Public Use zone district and Natural Open Space zone district, and to create a separate
recreation oriented zone district and to rezone certain Agriculture and Open Space zone
district properties to this new district. This new district was intended to fit between the less
restrictive Agriculture and Open Space zone district and the more restrictive Greenbeltand
Natural Open Space zone district.
1V.
On October 4, 1994, the Town Council adopted Ordinance 21, Series of 1994, to amend
the provisions of the Public Use zone district and the Natural Open Space zone district, and
to create the Outdoor Recreation zone district. As adopted, the Outdoor Recreation zone
district only allowed well water treatment facilities and no other public utility and public
service uses as a conditional use. Currently, all Outdoor Recreation zoned properties within
the Town of Vail are owned by the Town of Vail.
At its October 2,2OQ2, the Design Review Board conceptually reviewed the proposed
natural gas regulator station. The Board directed staff to "staff approve" the station with the
condition that the natural gas regulator station match an existing well water treatment
facility currently located at the Vail Golf Course in design, materials, and color.
ROLES OF REVIEWING BODIES
Planning and Environmental Commission:
Action: The Planning and Environmental Commission is responsible for forwarding a
recommendation of approval/approval with conditions/denial to the Town Council of a text
amendment.
The Planning & Environmental Commission shall consider the following factors with
respect to the requested text amendmenl:
The extent to which the text amendment furthers the general and specific purposes
of the Zoning Regulations; and
The extent to which the text amendment would better implement and better achieve
the applicable elemenls of the adopted goals, objectives, and policies outlined in the
Vail Comprehensive Plan and is compatible with the development objectives of the
Town: and
The extent to which the text amendment demonstrates how conditions have
substantially changed since the adoption of the subject regulation and how the
existing regulation is no longer appropriate or is inapplicable; and
The extent to which the text amendment provides a harmonious, convenient,
workable relationship among land use regulations consistent with municipal
development objectives.
Such other factors and criteria the Commission deems applicable to the proposed
text amendment.
Action:The Planning and Environmental Commission is responsible for final
approval/approval with conditions/denial of a conditional use permit.
The Planning and Environmental Commission is responsible for evaluating a proposal for:
Relationship and impact of the use on development objectives of the Town.
Effect of the use on light and air, distribution of population, transportation facilities,
utilities, schools, parks and recreation facilities, and other public facilities and public
facilities needs.
1.
2.
3.
4.
5.
1.
2.
3. Effect upon traffic, with particular reference to congestion, automotive and
pedestrian safety and convenience, traffic flow and control, access, maneuverability,
and removal of snow from the streets and parking areas.
4. Effect upon the character of the area in which the proposed use is to be located,
including the scale and bulk of the proposed use in relation to surrounding uses.
5. Such other factors and criteria as the Commission deems applicable to the
proposed use.
6. Conformance with development standards of zone district.
Desiqn Review Board:
Action: The Design Review Board has NO review authority of a text amendment or
conditional use permit, but must review any accompanying Design Review application.
Town Council:
Actions of Design Review Board or Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates whether or
nol the Design Review Board or Planning and Environmental Commission ened with
approvals or denials and can uphold, uphold with modifications, or overturn the board's
decision.
The Town Council is responsible for final approval/approval with conditions/denial of a
text amendment.
The Town Council shall consider the following factors with respect to the requested text
amendment:
1. The extent to which the text amendment furthers the general and specific purposes
of the Zoning Regulations; and
2. The extent to which the text amendment would better implement and better achieve
the applicable elements of the adopted goals, objectives, and policies outlined in the
Vail Comprehensive Plan and is compatible with the development objectives of the
Town; and
3. The extent to which the text amendment demonstrates how conditions have
substantially changed since the adoption of the subject regulation and how the
existing regulation is no longer appropriate or is inapplicable; and
4. The extent to which the text amendment provides a harmonious, convenient,
workable relationship among land use regulations consistent with municipal
development objectives.
5. Such other factors and criteria the Commission and/or Council deem applicable to
the proposed text amendment.
Staff:
The staff is responsible for ensuring that all submittal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staff also advises the
applicant as to compliance with the design guidelines.
v.
Staff provides a staff memo containing background on the property and provides a staff
evaluation of the project with respect to the required criteria and findings, and a
recommendation on approval, approval with conditions, or denial. Staff also facilitates the
review process.
APPLICABLE PLANNING DOCUMENTS
Town of Vail Zoninq Requlations (Title'12. Vail Town Code)
The general purposes for Title 12 (Zoning Regulations) are described in Section 12-
1-2, Vail Town Code. Applicable portions of this section include the following:
A. General: These regulations are enacted for the purpose of prcmoting
the health, safety, morals, and general welfare of the Town, and to
promote the coordinated and harmonious development of the Town in a
manner that will conserue and enhance its natunl environment and its
established character as a resort and residential community of high
qualtty.
B. Specific: These regulations are intended to achieve the following more
specific purposes:
L To provide for adequate light, air, sanitation, drainage, and
public facilities.
2. To secure safety from fire, panic, flood, avalanche,
accumulation of snow, and other dangerous conditions.
11 . To otheruise provide for the growth of an ordely and viable
community.
Based upon Section 12-2-2, Vail Town Code, the proposed natural gas regulalor
station is a distribution facility of public utilities and is not defined as a "structure."
Therefore, the proposed natural gas regulator station is not subject to many of the
development standards prescribed by the Town of Vail Zoning Regulations (Title 12,
Vail Town Code). The definition of "structure" as prescribed by Section 12-2-2,Yail
Town Code, is as follows:
Structure: Anything constructed or erected with a fixed location on the
ground, but not including poles, lines, cables, or other transmission or
distribution facilities of public utilities, or mailboxes or light fixtures. At the
discretion of the design review board, swimming pools and tennis courts
may be exempted frcm this definition.
The Vail Golf Course is zoned Outdoor Recreation (OR). Pursuant to Section 12-
8B-1 (Purpose), Vail Town Code, the purpose of the Outdoor Recreation zone
district is as follows:
The Outdoor Recreation District is intended to preserve undeveloped or
open space lands from intensive development while permitting outdoor
recreational activities that provide opportunities for active and passive
recreation areas, facilities and uses.
The applicant is proposing to amend Section 12-8&3 (Conditional Uses), Vail Town
Code, to allow "public utility and public service uses" as a conditional use in the
Outdoor Recreation zone district. Section 12-16-1 (Purpose, Limitalions), Vail
Town Code, identifies the purpose for a conditional use permit as follows:
ln order to provide the flexibility necessa4y fo achieve the objectives of this
title, specified uses are perrnifted in certain distrlcts subject to the granting
of a conditional use permit. Because of their unusual or special
characteristics, conditional uses reguire review so that they may be located
properly with respect to the purposes of this tifle and with respect to their
effects on sunounding properties. The review process prescibed in this' chapter is intended fo assure compatibility and harmonious development
between conditional uses and sunounding propefties in the Town at larye.
Uses /isted as conditional uses rn the various drstricts may be permitted
subT'ecf to such conditions and limitations as the Town may prescribe to
insure that the location and operation of the conditional uses will be in
accordance with the development objectives of the Town and will not be
detimental to other uses or properties. Wherc conditions cannot be
devised, to achieve these objectives, applications for conditional use permits
shall be denied.
Town of Vail Land Use Plan
The Town of Vail Land Use Plan designates the Vail Golf Course and many other
Outdoor Recreation zoned properties as Park (P). This land use designation is
described by the Town of Vail Land Use Plan as follows:
lncluded in this categoty are town owned parcels intended for both active
recreation activities such as athletic fields, golf course and playgrcunds, as
well as areas for vaious passive recreation activities.
The Town of Vail Land Use Plan includes the following goal statements that staff
believes are applicable to this proposal:
6.1 Serylces should keep pace with increased growth.
6.2 The Town of Vail should play a role in future development through
balancing grcwth with seruices.
6.3 Seryices should be adjusted to keep pace with the needs of peak
peiods.
Town of Vail Comprehensive Open Lands Plan
The Town of Vail Comprehensive Open Lands Plan identifies this site as part of the
golf course and the Action Plan simply designates the area as an exisling "developed
park" with no recommendations specific to this site.
VI. SITE ANALYSIS
Zoning: Outdoor Recreation (OR)
Land Use Plan Designation: Park (P)
Current Land Use: Golf Course
Hazards: None
Development Standard Allowed Existing Proposed
Setbacks: N/A N/A N/A
Building Height: N/A N/A N/A
Density: N/A N/A N/A
GRFA: N/A N/A N/A
Site Coverage: N/A N/A N/A
Landscape Area: N/A N/A N/A
Parking: N/A N/A N/A
VII. SURROUNDING LAND USES AND ZONING
Land Use Zoninq
North: CDOT l-70 Right-of-Way Unzoned
South: Golf CourseEast: Golf CourseWest Golf Course
Outdoor Recreation (OR)
Outdoor Recreation (OR)
Outdoor Recreation (OR)
VIII. CRITERIAANDFINDINGS
The review criteria and factors for consideration for a request of a text amendment are
established in accordance with the provisions of Chapter 12-3, Vail Town Code (Ordinance
No.4, Series 2002).
A. Consideration of Factors Reqardinq the Text Amendment:
1, The extent to which the text amendment furthers the general and specific
purposes of the Zoning Regulations; and
The general purposes for Title 1 2 (Zoning Regulations) are described in Section 12-
1-2, Vail Town Code. Applicable portions of this section include the following:
2.
A. General: These regulations are enacted for the purpose of promoting
the health, safety, morals, and general welfare of the Town, and to
promote the coordinated and harmonious development of the Town in a
manner that will conseNe and enhance its natural envircnment and its
established character as a resort and residential community of high
quality.
B, Specific: These regulations are intended to achieve the following more
specific purposes:
1. To provide for adequate light, air, sanitation, drainage, and
public facilities.
2. To secure safety from firc, panic, flood, avalanche,
accumulation of snow, and other dangerous conditions.
11. To otherwise prcvide for the growth of an orderly and viable
community.
Staff believes that a text amendment allowing a public utility and public service use
as a conditional use in the Outdoor Recreation zone district meets the intent of the
above mentioned items by facilitating the construction of effective and efficient utility
distribution systems within the Town of Vail.
Section 12-88-1 identifies the purpose of the Outdoor Recreation District as follows:
Outdoor Recreation District is intended to preserue undeveloped or open
space /ands from intensive development while permitting outdoor
recreational activities that provide opportunities for active and passive
recreation areas, facilities and uses.
Staff believes that a text amendment allowing a public utility and public service use
as a conditional use in the Outdoor Recreation zone district will facilitate the
effective and efficient distribution of utilities within the Town of Vail which are
essential for providing active and passive recreation areas, facilities and uses within
the Town of Vail.
The extent to which the text amendment would better implement and better
achieve the applicable elements of the adopted goals, objectives, and
policies outlined in the Vail Comprehensive Plan and is compatible with the
development objectives of the Town; and
The Town of Vail Land Use Plan designates the Vail Golf Course and many other
Outdoor Recreation zoned properties as Park (P). The Park land use designation
is described by the Town of Vail Land Use Plan as follows:
3.
lncluded in this category are town owned parcels intended for both active
recrcation activities such as athletic fields, golf course and playgroundg as
well as areas forvaious passive recreation activities.
Staff believes that a text amendment allowing a public utility and public service use
as a conditional use in the Outdoor Recreation zone district will facilitate the
effective and efficient distribution of utilities within the Town of Vail which are
essential for providing recreation activities within the Town of Vail. Staff also
believes that as a conditional use the Planning and Environmental Commission can
ensure that any proposed public utility and public service use is consistent with the
Town of Vail Comprehensive Plan through the imposition of conditions and
limitations pursuant to the provisions of Section 12'16-1, Vail Town Code.
The Town of Vail Land Use Plan includes the following goal statements that staff
believes are applicable to this proposal:
6.1 Senrices should keep pace with increased grovvth.
6.2 The Town of Vail should play a role in future development through
balancing growth with seruices.
6.3 Services should be adiusted to keep pace with the needs of peak
peiods.
Staff believes that a conditional use permit for the proposed public utility and public
service use in the Outdoor Recreation zone district meets the intent of the above
mentioned items by facilitating utility services that keep pace with increased growth
and demand within the Town of Vail.
The extent to which the text amendment demonstrates how conditions have
substantially changed since the adoption of the subject regulation and how
the existing regulation is no longer appropriate or is inapplicable; and
The demands for utilities such as natural gas have continued lo increase with time.
The existing natural gas distribution system within the Town of Vail was originally
constructed in the mid-1960's and is no longer adequate to meet the community's
utif ity needs. During the 2001-2002 winter season, the East Vail area experienced
periods of low natural gas pressure and losses of natural gas service due to the
limited capacity of the existing distribution system.
The extent to which the text amendment provides a harmonious, convenienq
workable relationship among land use regulations consistentwith municipal
development objectives.
Staff believes that the proposed text amendments provide a harmonious,
convenient, workable relationship among land use regulations in that the proposed
revisions to Section 12-88-3 are similar to existing use regulations prescribed in
other zone districts within the Town. Staff also believes that as a conditional use the
4.
Planning and Environmental Commission can ensure that any proposed public utility
and public service use is consistent with the Town of Vail Comprehensive Plan
through the imposition of conditions and limitations pursuant to the provisions of
Section 12-16-1, VailTown Code.
5. Such other factors and criteria the Commission and/or Gouncil deem
applicable to the proposed text amendment.
B. The Planninq and Environmental Commission shall make the followinq findinqs
before foruardinq a recommendation of approval for of a text amendment:
1. That the amendment is consistent with the applicable elements of the adopted
goals, objectives and policies outlined in the Vail Comprehensive Plan and is
compatible with the development objectives of the Town; and
2. That the amendment furthers the general and specific purposes of the Zoning
Regulations; and
3. That the amendment promotes the health, safety, morals, and general welfare
of the Town and promotes the coordinated and harmonious development of the
Town in a manner that conserves and enhances its natural environment and its
established character as a resort and residential community of the highest
quality.
The review criteria for a request of a conditional use permit are established by the Town
Code. The proposed public utility and public service use is located within the Outdoor
Recreation zone district. Therefore, contingent upon adoption of the aforementioned
proposed text amendments, this proposal is subject to the issuance of a conditional use
permit in accordance with the provisions of Chapter 12-16 (Conditional Uses), Vail Town
Code.
C. Consideration of Factors Reqardino the Conditional Use Permit:
L Relationship and impact of the use on the development objectives of the
Town.
The general purposes for Title 1 2 (Zoning Regulations) are described in Section
12-'l-2, Vail Town Code. Applicable portions of this section include the
following:
A. General: These regulations are enacted for the purpose of prcmoting
the health, safety, morals, and general welfare of the Town, and ta
promote the coordinated and harmonious development of the Town in a
manner that will conserue and enhance its natural environment and its
established character as a resort and residential community of high
qualrty.
10
B. Specific: These regulations are intended to achieve the following more
specific purposes:
1. To provide for adequate light, air, sanitation, drainage, and
public facilities.
2. To secure safety from fire, panic, flood, avalanche,
accumulation of snow, and other dangerous conditions.
11. To otherwise provide for the grovvth of an orderly and viable
community.
Staff believes that a conditional use permit for the proposed public utility and public
service use meets the intent of the above mentioned items by expanding the
capacity, effectiveness and efficiency of the natural gas distribution system within
the Town of Vail.
Section 'l2-8B-1 identifies the purpose of the Outdoor Recreation District as follows:
Outdoor Recreation District is intended to preserue undeveloped or open
space lands from intensive development while permitting outdoor
recreational activities that provide opporiltnities for active and passive
recreation areas. facilities and uses.
Staff believes that a conditional use permit for the proposed public utility and public
service use will facilitate the effective and efficient distribution of utilities within the
Town of Vail which are essential for providing recreation activities within the Town of
Vail. Staff also believes that as a conditional use the Planning and Environmental
Commission can ensure that any proposed public utility and public service use is
consistent with the Town of Vail Comprehensive Plan through the imposition of
conditions and limitations pursuant to the provisions of Section 12-16-1, Vail Town
Code.
The Town of Vail Land Use Plan designates the Vail Golf Gourse as Park (P). This
land use designation is described by the Town of Vail Land Use Plan as follows:
Included in this category are town owned parcels intended for both active
recreation activities such as athletic fields, golf course and playgroundg as
well as areas for vaious passive recreation activities.
Once again, staff believes that a conditional use permit for the proposed public
utility and public service use will facilitate the effective and efficient distribution of
utilities within the Town of Vail which are essential for providing recreation activities
within the Town of Vail.
The Town of Vail Land Use Plan includes the following goal statements that staff
believes are applicable to this proposal:
1L
2.
6.1 Seryices should keep pace with increased growth.
6.2 The Town of Vail should play a role in future development through
balancing grov'rth with seruices.
6.3 Services should be adjusted to keep pace with the needs of peak
peiods.
Staff believes that a conditional use permit for the proposed public utility and
public service use meets the intent of the above mentioned items by facilitating
utility services that keep pace with increased growth and demand within the
Town of Vail.
The Town of Vail Comprehensive Open Lands Plan identifies this site as partof
the golf course and the Action Plan simply designates the area as an existing
"developed park" with no recommendations specific to this site. Therefore, staff
believes that this proposed conditional use permit request meets the
development objectives of the Town of Vail Comprehensive Open Lands Plan.
Staff believes that this proposal meets the development objectives of the Town
of Vail, and the objectives of the applicable master plans.
The effect of the use on light and air, distribution of population,
transportation facilities, utilities, schools, parks and recreation facilities,
and other public facilities needs.
Staff believes that a conditional use permit for the proposed public utility and
public service use is critical to the effective and efficient distribution of natural
gas within the Town of Vail.
Effect upon traffic with particular reference to congestion, automotive
and pedestrian safety and convenience, traffic flow and control, access,
maneuverabili$r, and removal of snow from the street and parking areas.
Staff believes that a conditional use permit for the proposed public utility and
public service use will have no significant negative impact on the above
mentioned items.
Effect upon the character of the area in which the proposed use is to be
located, including the scale and bulk of the proposed use in relation to
surrounding uses.
The Design Review Board has conceptually reviewed this proposal and directed
staff to approval the proposal with the condition that the natural gas regulator
station match the water treatment facility on the Vail Golf Course in design,
color, and material. Staff believes that this proposal will have no significant
negative impacts in comparison to the existing site conditions on the above-
referenced criteria.
3.
4.
L2
D.The Planninq and Environmental Commission shall make the followinq findinqs
before qrantinq a conditional use oermit:
1. That the proposed location of the use is in accordance with the purposes of
the conditional use permit section of the zoning code and the purposes of
the Outdoor Recreation zone district.
That the proposed location of the use and the conditions underwhich itwill
be operated or maintained will not be detrimental to the public health, safety,
or welfare or materially injurious to properties or improvements in the
vicinity.
That the proposed use will comply with each of the applicable provisions of
the conditional use permit section of the zoning code.
STAFF RECOMMENDATION
The Community Development Department recommends that the Planning and
Environmental Gommission forward a recommendation of approval to the Town Council
for the proposed text amendment to Section 12-88-3 (Conditional Uses), Vail Town Code,
to allow for "public utility and public service use" as a conditional use in the Outdoor
Recreation zone district. Staffs recommendation is based upon the review of the criteria in
Section Vlll of this memorandum and the evidence and testimony presented, subjectto the
following findings:
1. That the amendment is consistent with the applicable elements of the adopted
goals, objectives and policies outlined in the Vail Comprehensive Plan and is
compatible with the development objectives of the Town; and
2. That the amendment furthers the general and specific purposes of the Zoning
Regulations; and
3. That the amendment promotes the health, safety, morals, and general welfare
of the Town and promotes the coordinated and harmonious developmentof the
Town in a manner that conseryes and enhances its natural environment and its
established character as a resort and residential community of the highest
quality.
The Community Development Department recommends approval with conditions for a
conditional use permit, to allow for a "public utility and public service use" in the Outdoor
Recreation zone district, at the Vail Golf Course. Staffs recommendation is based upon the
review of the criteria in Section Vlll of this memorandum and the evidence and testimony
presented, subject to the following findings:
1 . That the proposed location of the use is in accordance with the purposes of the
conditional use permit section of the zoning code and the purposes of the
Outdoor Recreation Zone District.
2.
3.
lx.
I.'
2. That the proposed location of the use and the conditions under which it will be
operated or maintained will not be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use will comply with each of the applicable provisions of the
conditional use permit section of the zoning code.
Should the Planning and Environmental Commission choose to approve this conditional use
permit request, the Community Development Department recommends the following
conditions:
This approval shall be contingent upon the Town Council's adoption, by
ordinance, of the associated proposed text amendment to Section 12-88-3, Vail
Town Code.
The proposed natural gas regulator station shall be relocated west of its
proposed location to the west side of the existing gravel Golf Course access
drive along the Frontage Road. The applicant shall revise the proposed
easement and survey documents, to the satisfaction of the Town of Vail Public
Works Department, to address this relocation.
ATTACHMENTS
A. Public Notice
B. Vicinity Map
C. Conespondence from the applicant
D. Easement survey drawings
E. Site photographs
F. Architectural plans
G. Outdoor Recreation zone district map
H. Draft Ordinance No. 29, Series 2002
1.
2.
x.
14
Attachment: A
MAY AFFECT YOUR PROPER
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on October 14,2OO2, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a recommendation to the Vail Town Council for an amendment to the Town of
Vail Land Use Plan and the Vail Village Master Plan, to facilitate the construction of 'Vail's
Front Door' project and associated improvements and setting forth details in regards thereto,
located on an unplatted parcel, generally located south of the Lodge Tower and west of the
Vista Bahn Ski Yard. A more complete metes and bounds description is availabb at the
Department of Community Development.
Applicant: Vail Resorts Development Company
Planner; George Ruther
A request for a recommendation to the Vail Town Council, to allow for a text amendment to
Section 12-88-3 (Conditional Uses), Vail Town Code, to allow for "seasonal use or structure"
as a conditional use in the Outdoor Recreation zone district; text amendments to Section 12-2-
2 (Definitions), Vail Town Code, to amend the definitions of 'seasonal use or structure,"
"recreation structure," and "recreational amenity,' and setting forth details in regards thereto;
and a request for a conditional use permit, to allow for a 'seasonal use or structure,' in the
Outdoor Recreation zone district, located at 1778 Vail Valley Drive/an unplatted tract of land
within Section 9, Township 5 South, Range 80 West of the Sixth Prime Meridian generally
located directly north of Lot 3, Sunburst 3'd Filing within the Vail Golf Course, more specifically
described as follows:
That part of Section 9, Township 5 South, Range 80 West of the 6h Principal Meridian,
Town of Vail, Eagle County, Colorado, described as follows: Beginning at the most
northerly corner of Lot 3, Sunburst Filing No. 3, according to the final plat for Sunburst
Filing No. 3, recorded in Book 263 at Page 429, in the office of the Eagle County,
Colorado, Clerk and Recorder, said point also being on the northerly right-of-way line
of Sunburst Drive, as shown on said final plat; thence the following two courses along
said northerly right-of-way line: (1) 119.32 feet along the arc of a curye to the left,
having a radius of 1 35.00 feet, a central angle of 50038'21" and a chord that bears
N72o59'22'W, 1 1 5.47 feet; (2) S81 04 1'30"W, 1 87 .43; thence, departing said northerly
right-of-way line, N08o18'30'W, 266.90 feet; thence N79o28'56"E, 939.41 feet; thence
511o28'38"E, 91.78 feet; thence 540"01'19'W,490.77 feet; thence S77o00'32"W
165.16 feet to the northerly line of said Lot 3; thence, along said northerly line of Lot 3,
148.02 feet along the arc of a curve to the left, having a radius of 189.10 feet, a central' angle of 44050'53" and a chord that bears N65o08'56"W, 144.27 feet to the point of
beginning, containing 6.47 acres, more or less.
Applicant: Vail Junior Hockey Association and the Vail Recreation District
Planner; Bill Gibson
o
S ITEMTHI
a
ry
A request for recommendation to the Vail Town Council, to allow for a text amendment to
Section 12-88-3 (Conditional Uses), Vail Town Code, to allow for "public utility and public
service uses" as a conditional use in the Outdoor Recreation zone district and setting forth
details in regards thereto; and a condilional use permit, to allow for a "public utility and public
service use" in the Outdoor Recreation zone district, located at an unplatted parcel within the
Southwest Quarter of Section 3, Township 5 South, Range 80 West of the Sixth Prime
Meridian, generally located south of the l-70 right-of-way, north of Gore Creek, and west of
2450 Frontage Road East (Water Treatment Plant) within the Vail Golf Course, more
specifically described as follows:
A parcel of land lying in Section 3, Township 5 South, Range 80 West of the 6th P.M.,
Eagle County, Colorado, being more particularly described as follows; commencing at
the southwest comer of said Section 3, whence the northwest corner of Lot 14 Vail
Valley Third Filing bears S07"42'53"E, 474.77 feet and whence the northeast corner of
Lot 16 of said Vail Valley Third Filing bears S26'20'09"E, 698.51 feet; thence
N56'01'08"E, 921.55 feet to a point on the south ROW (right-of-way) line of Colorado
State Highway No. l-70, said point being the true point of beginning, thence
N73'43'36'E, along said south ROW line 75.00 feet;thence S16'16'24"E, 25.00 feet;
thence S73'43'36V, 75.00 feet; thence N16"16'241V , 25.00 feet to the true point of
beginning, containing 0.04 acres more or less.
Applicant: Public Service Company of ColoradoPlanner: Bill Gibson
A request for a modification to the 1OO-year floodplain, to allow for grading in the floodplain to
modify lhe Gore Creek Whitewater Park, located at the Gore Creek Promenade/Tracts | & A,
Block 58, Vail Village l"tFiling, and setting forth details in regards thereto.
Applicant: Town of Vail, represented by Gregg BarriePlannen Bill Gibson
A request for an interpretation of the maximum height and calculation of average maximum
height requirements in the Lionshead Redevelopment Master Plan.
Applicant: Town of Vail Community Development DepartmentPlanner: George Ruther
A request for final approval of a proposed major exterior alteration; a conditional use permit to
allow for a fractional fee club in the Public Accommodation zone district: a variance from
Section 12-7A-2 (Permitted Uses), VailTown Code, to allow for retail uses in excess of 10% of
the total gross residential flqor area of the structure; and a variance from Section 12-7A-10
(Landscaping & Site Development), Vail Town Code, to allow for a deviation from the total
landscape area requirement, located at 20 Vail Road, 62 E. Meadow Drive, and 82 E. Meadow
Drive/Lots K & L, Block 5E, VailVillage 1" Filing.
Applicant Sonnenalp Properties, Inc., represented by Braun Associates, Inc.Planner: George Ruther/Warren Campbell
, A request for a final review of a variance from Section 12-6D-6 (Setbacks), Vail Town Code, to
allow for an addition within the required setback, located at2943 Bell Flower Drive, Lot 4,
Block 6. Vail Intermountain.
Applicant Alan Budd Zuckerman
Planner: Wanen Campbell
A request for a worksession to amend Chapter 12-1 5 (Gross Residential Floor Area), Vail
Town Code, to discuss modifications and/or elimination of the Gross Residential Floor Area
regulatlons in all zone districts and setting forth details in regards thereto.
Applicant Vicki Pearson, et.al.Planner: George Ruther
The applicalions and information about the proposals are available for public inspection during
regular office hours in the project planner's office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. The public is invited to attend project
orientation and the site visits that precede the public hearing in the Town of Vail Community
Devefopment Department. Please call 479-2138 for information.
Sign language interpretation available upon request with 24-hour notification. Please call 479'
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published September 27,2002 in the Vail Dai!.
'l). Xcel Energy*
\7 PUELtc sER vtcE cottPANY
Town of Vail
Recreation District
75 South Frontage Road
Vail, CO 81657
RE: East Vail Reinforcement Plan
Sunburst Drive
Gentlemen:
This past summer Public Service Company of Colorado - "PSCo" approached the Public
Works Department in an effort to preview a project to supply additional natural gas
service to customers living in East Vail.
Last heating season some customers in the East Vail area experienced loss of natural gas
service due to low pressure problems. These low pressure problems can be attributed to a
number of factors: The East Vail area is on the tail end of PSCo's natural gas distribution
system; and PSCo purchased the original gas distribution system in the mid-1960s. This
system cannot deliver the capacity necessary to serve the East Vail area due mainly to
the growth in this specific area. The owners in this area are building larger homes with a
need for higher volumes of gas to service these dwellings.
One option that would increase supply of natural gas in the East Vail area would be to tap
an existing PSCo high-pressure gas pipeline that currently parallels Gore Creek on the
Vail Golf Course property. There would need to be an above ground regulator station to
allow PSCo to increase their pipeline to a 4" diameter. This 4" distribution pipeline
would then connect with the existing system thereby providing the natural gas necessary
to serve your residents this winter.
Due to the sensitive nature of the proposed regulator site, PSCo has taken steps to locate
the facitities in an area causing the lease amount of disturbance. Furthermore, PSCo
understands the importance of your golf season and will coordinate commencement of
operations when the golfing season subsides.
Unfortunately, the Outdoor Recreation District does not allow for the placement of above
ground public utilities in this specific area. Aa initial review of the steps necessary for
PSCo to propose a Text Amendment to the Town Code would mean waiting until mid-
November to receive approval for this project.
Attachment: C
Siting and Land Rights
550 15th Street. Suite 700
Denver Colomdo 802024258
Telephone: 303,571.779!l
Facsimile: 303.571.7877
o
I send this letter in an effort to inquire if there are any steps that PSCo or the Town of
Vail can take to facilitate tJre Text Amendment and move the approval of this project in
the early part of October.
PSCo realizes the need for the Town of Vail to conhol the growth and architectural
integrity of the buildings in this area- However, this may be a circumstance whereby the
people ofthe East Vail area benefit by the expedience ofyour approval ofthe project.
We realize we are delivering this letter in conjunction with PSCo's submittal of the
Application for Design Review, the Conditional Use Permit, and the Proposed Text
Amendment. However, any assistance you may provide to facilitate the approval of this
project would be greatly appreciated.
Once again, thank you for your time and consideration in this matter. Please contact me
at (303) 233-8700 should you have any questions or need additional information.
Very truly yours,
ice Company of Colorado
ing Agent- Siting and Land Rights
cc: Al Morganfield
OXcelEnergy*PUBLIC 5Ef, VICE COhIPANY
September 12,2002
Town of Vail
75 S. Frontage Road
Vail, CO 81657
RE: Application for Zoning Code Amendment
Request for Revision of l2-88-3: Conditional Uses
Gentlemen:
Please accept this letter and the accompanying Application for Zoning Code Amendment
for your review of the same.
Public Service company of colorado "PSCo" requests the Revision of Chapter 12-88-3
to include the language'?ublic Utility and Public Service Uses".
PSCo submits this Application due to the increase in demand of natural gas use in the
East Vail area. PSCo proposes to build a regulator station and tap into their existing high
pressure gas line running adjacent to Gore Creek. Then, PSCo would construct a 4" low
pressure underground natural gas distribution line to their existing distribution line
located on Sunburst Drive. I have attached a drawing to assist you in locating the
approximate path of the proposed Regulator Station and pipeline.
PSCo has worked with the Vail Recreation District to locate the proposed facilities in
areas that will have the least amount of disturbance. PSCo will not cut the existing I-70
frontage road. PSCo plans to construct a Regulator Station that will adhere to the current
architectural integrity of existing buildings on the golf course. Construction will not
affect the home owners in the area and the pipeline will follow an existing golf course
service road or cart path.
Siting and Land Rights
550 15th streer, suite 700
Denver, Colorado 802024256
Telephone: 303.571.7t99
Facsimile: 303.571.7877
PSCo's other option would be to place the Regulator Station near the junction of the I-70
Frontage Road and the beginning of Sunburst Drive. Construction of the pipeline at this
location would be extremely disruptive to those people that live on Sunburst Drive or that
utilize the golf course or trails in this area. PSCo would have to road cut Sunburst Drive
and cause traffic disturbances.
Last heating season some customers in the East Vail area experienced loss of natural gas
service due to increased growth and gas loads. The new construction in this area=in
conjunction with the size and natural gas needs of the homes has rendered the capacity of
the 1960 distribution system somewhat ineffective.
This Zoning Code Amendment would allow PSCo the ability to deliver the natural gas
required by the Town of Vail residents.
Thank you for your time and consideration in this matter. Should you need additional
information, please contact the undersigned at 303/233-g200.
Verytruly yours,
PUBLIC SERVICE COMPANY OF COLORADO
Town of Vail
September 12,2002
Page2
Consulting Agent -
AJWjm
Enclosures
Siting and Land Rights
@XcelEnergy*PUELIC SERVICE COMPANY
September 72,2002
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
RE: Application for Review by the Planning
and Environmental Commission
Conditional Use Permit
Public Service Company of Colorado
East Vail Reinforcement Proiect
Gentlemen:
Pursuant to the submittal requirements for a conditional use permit the following
comments address those issues raised by the Town of Vail in order to issue such permit:
r Public service company of colorado, "PSCo", purposes to construct an above
ground regulator station located in the SW4 of Section 3, T5S, Rg0W. The
regulator station will tap into an existing high-pressure natural gas pipeline owned
by PSCo. PSCo will then install a buried 4" low-pressure natural gas distribution
pipeline that will connect with an existing low-pressure pipeline presently located
in sunburst Drive. The proposed regulator station will be small in size (g' x 6')
and approximately l0' in height. PSCo will take the necessary steps to use
materials that are consistent with other buitdings found on the Vail Golf Course.
An Application for Design Review will be submitted to the Town of vail in
conjunction with this Application.. The relationship and impact to the Town of vail will be of great benefit.
currently, the natural gas service in the East vail area is inadequate due to an
increase in growth and gas loads. The addition of a 4" pipeline will provide the
necessary service for current homes and future development in the East Vail area.o Due to the remote area of the golf course that the regulator station will be located,
the effect on light, air, and other public facilities will be extremely minimal. The
fact that the 4" pipeline will be buried below the frost line in an area of existing
service roads or cart paths is evidence ofour goal to disturb as little ofthe surface
as practicable in this area.e Effects upon traffic will be minimal. The site where the proposed regulator
station will be constructed is adjacent to the I-70 frontage ioad at an eiisting
service entrance to the golf course. This location will provide PSCo the ability to
construct the facility with no road cut of the I-70 frontage road. The proposed
location will allow convenient access to the Vail Fire Department in the event of
an emergency. A PSCo employee using a standard siie pick-up monitors the
regulator station. Aa increase in traffic after this facility is built is basically non-
Siting and Land Rights
550 1sth Street, Suite 700
Denver, Colorado A02024256
Telephone: 303.571.7199
Facsimile: 303.57 1.7877
q
.i;::j :. .i,1i;ii:';..i:ii7
Town of Vail
September 12,2002
Page2
existent. Since the facility is on the rurrrnl PSCo high-pressure easement on golfcourse property, snow removal, parking and traffic flow are not ofconcern.o PSCo is plaruring to construct the facility and install the pipeline with as littledisturbance to the existing golf coruse as practicable. psio does not plan tochange the grade or contour of the existing topogaphy. The pipeline will crossGore creek, however,-?sco will hang ttre piphine tom
"n
,iirting cart bridge.The creek crossing will not include boring tire creek bottom o,
"ff"ri=ing
the flo-odplain in any manner. The construction of the pipeline and regulator station willnot encroach or affect any wetlands. psco will practice -.urto*oy
erosioncontrol when working near water in a sensitive area like the vail Gorf club.
Ih-k you for your time and consideration in reviewing o'r Application for a
_conditional Use permit. Hopefully this project will benefii ttre vait'valey and itsresroents.
Very truly yours,
Public Service Company of Colorado
Andre J. Wilkie
Consulting Agent - Siting and Land Rights
cc: Al Morganfield
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INC,
J0B NO. 1088_83
tqc
s/6/2002
PUBLrcInnvrcE coMplrw
EAST VAIL METER STATION
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SCALE; l'=50'
JSC, INC.
JO8 NO: 1088-8J 0aTE: 9-a-2002
REVISED: 9/10,202 (tE ro pCB)
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Attachment: H
ORDINANCE NO.29
Series o12002
AN ORDTNANCE AMENDTNG SECTTON 12-88-3 (COND|TTONAL USES), VA|L TOWN CODE,
TO ALLOW FOR "PUBLIG UTILITY AND PUBLIC SERVICE USES'AS A CONDITIONAL USE
IN THE OUTDOOR RECREATION ZONE DISTRICT, AND SETTING FORTH DETAILS IN
REGARDS THERETO.
WHEREAS, the Planning and Environmental Commission of the Town of Vail has held
public hearings on the proposed amendments in accordance with the provisions of the Town
Code of the Town of Vail; and
WHEREAS, the Planning and Environmental Commission finds that the proposed
amendments further the development objectives of the Town of Vail; and
WHEREAS, the Planning and Environmental Commission of the Town of Vail has
recommended approval of this text amendment at its October '14,2002, meeting, and has
submitted its recommendaiion to the Town Council: and
WHEREAS, The Town Council has determined that the prohibition of public utilities and
public service uses within the Outdoor Recreation zone district within the Town of Vail poses a
risk to the public health, safety, and welfare; and
WHEREAS, the Vail Town Council considers it in the interest of the public health, safety,
and welfare to adopt these amendments to the Town Code.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
VAIL, COLOMDO, THAT:
Ordinance No. 29, Series 2002
Section 1 . Section 12-88-3 of the Vail Town Code shall hereby be amended as
follows:
(deletions are shown in €tdke+hr€ugh/additions are shown bold)
12-88-3: CONDITIONAL USES:
The following conditional uses shall be permitted, subject lo issuance of a conditional
use permit in accordance with the provisions of Chapter 16 of this Title:
Accessory buildings (permanent and temporary) and uses customarily incidental and
accessory to permitted or conditional outdoor recreational uses, and necessary for the
operation thereof, including restrooms, drinking fountains, bleachers, concessions,
storage buildings, and similar uses.
Cemeteries.
Equestrian trails, used only to access National forest system lands.
Public parks and active public outdoor recreation areas and uses, excluding buildings.
Public utility and public service uses
Ski lifts. tows and runs.
Well water treatment facilities.
Section 2. lf any part, section, subsection, sentence, clause or phrase of this
ordinance is for any reason held to be invalid, such decision shall not effect the validi$ of the
remaining portions of this ordinance; and the Town Council hereby declares it would have
passed this ordinance, and each part, section, subsection, sentence, clause or phrase thereof,
regardless of the fact that any one or more parts, sections, subsections, sentences, clauses or
phrases be declared invalid.
Section 3. The Town Council hereby finds, determines and declares that this
ordinance is necessary and proper for the health, safety and welfare of the Town of Vail and the
inhabitants thereof.
Ordinance No. 29, Series 2002
Section 4. The amendment of any provision of the Town Code as provided in this
ordinance shall not affect any right which has accrued, any duty imposed, any violation that
occurred prior to the effective date hereof, any prosecution commenced, nor any other action or
proceeding as commenced under or by virtue of the provision amended. The amendment of
any provision hereby shall not revive any provision or any ordinance previously repealed or
superseded unless expressly stated herein.
Section 5. All bylaws, orders, resolutions and ordinances, or parts thereol
inconsistent herewith are repealed to the extent only of such inconsistency. This repealer shall
not be construed to revise any bylaw, order, resolution or ordinance, or part thereof, theretofore
repealed.
INTRODUCED, READ ON FIRST READING, APPROVED, AND ORDERED
PUBLfSHED ONCE lN FULL ON FIRST READING this 15th day of October, 2OO2and a public
hearing for second reading of this Ordinance set for the 5th day of November, 2002, in the
Council Chambers of the Vail Municipal Building, Vail, Colorado.
Ludwig Kurz, Mayor
ATTEST:
Lorelei Donaldson, Town Clerk
Ordinance No. 29, Series 2002
READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED this Sth day of.
November,2002.
Ludwig Kurz, Mayor
ATTEST:
Lorelei Donaldson, Town Clerk
4Ordinance No. 29, Series 2002
ffi
TOI4AItrTA,-ILV
tr Rezoning $1300tr Major Subdivision 91500D Minor Subdivision $650tr Exemption Plat $650D Minor Amendment to an SDD $1000tr New Special Development District $6000tr MajorAmendmentto an SDD $6000D Major Amendment to an SDD $1250
(no erterior modinca ons)
$5s0
$400
$5so
$800
$1s00
$2s0
$1300
$s00
$200
Description of the Request:
station and a 4" buried natural gas pipeline to serve East Vail via
Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax:. 970.479.2452
. web: www.ci.vail.co.us
General InformaUon:
All poects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environmental Commission review cannot be accepted until all required information
is received by the Community Development Department. The project may also need to be reviewed by the Town
Council and/or the Design Review Board.
Type of Application and Fee:
{ Conditional Use Permittr Floodplain ModificaUon
El Minor Exterior AlterationC Major Exterior Alterationtr Development Plan
El Amendment to a Develooment Plan
tr Zoning Code Amendmentfl Variancetr Sign Variance
To build an above ground natural gas regulator
Sunburst Dr ive
Location of the Proposal: Lot:_Block:_ Subdivision:
Physical Address: N/A
Parcel No.: 2101-o81-14-oo2 (Contact EagleCo. Assessorat9T0-328-8640for parcel no.)
Zoning: 0utdoor Recreation District
Name(s) of Owner(s):Town of Vai 1
Mailing Address: 75 South Frontage Road, Vail, C0 8L657
Phone:(970) L79-2t7q
Owner(s) Signature(s):
Name of Applicant: Public Service Company of Colorado- v
Mailing Address:1225 ITtlr Street. Denver. Colorado 8OZO2
Phone: (303) 57L-7454
E-mail Address: AlMoreanf ie,ld @Xcelenergl' - Ffi((1c,i\ \71-7A77
For Office 9le-On!y:
Fee Paid: \vlJ.'- g6..1 x..' lDlKlS ey:
Application
Pase I of5-01/18/02
RE0D SEP T6?,|,O2
Application for Review by the
Planning and Environmental Commission
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring Planning and Environmental Commission review must receive approval prior to submitting a
building permit application. Please refer to the submittal requirements for the particuLi approval that is requestid.
An application for Planning and Environmental Commission review cannot be a-cepted until all requi.ed information
is received by the Community Development Department. The project may also need to be reviewed by the Town
Council and/or the Design Review 8oard.
Type of Application and Fee:
D Rezoning $1300D Major Subdivision $1500D Minor SuMivision $650n Exemption Plat g650tr Minor Amendment to an SDD $1000tr New Special Development District $6000D Major Amendment to an SDD $5000E Major Amendment to an SDD $1250
(n o exterior mdi frca tion s)
{ Conditional Use PermitO FloodplainModification0 Minor Exterior AlterationD Major Exterior Alterationtr Development Plantr Amendment to a Development PlanD Zoning Code AmendmentE Variance
tr Sign Variance
$5s0
$400
$6s0
$800
$1s00
$2s0
$1300
$s00
$200
Description of the Requestlstation and a 4,,buried
To build an above ground natural pas resuletor
natural gas pipeline to serve East Vail via
Sunburst Drive
Location of the Proposal: Lot:_Block:_ Subdivision:
Physical Address: N/A
Parcel No.: 2101-081- l ll-002 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:Outdoor Recreation District
Name(s) of Owner(s):Town of Vai 1
Mailing Address: 75 South Front Vail. C0 81657
Phone:C970) 4Zq:2I3s
Owner(s) Signature(s):
NameofApplisanl' Public Service C of Col.orado
Mailing Address:1225 LTth
Phone: $o3) 571-7454
E-mail Address:AlMoreanfie,ld@Xcelenergy.fax (103) 571-7877
For Office Use Only:
Fee Paid: Check No.:By:-
PECApplication Date:
Planner:
No.:
Project No.:
Page I of5-01/18/02
[or{M (c) 798 - 20 - ]l | 5
Purl Srnucr Connpnruy or Col*to
DATE September 12. 2OO2 SITINC AND LAND RIGHTSACCOUNT
DRAWNON
NORWEST BANK OHIO, IiA.
VANWERT, OH 458? I
PAY **:1__Iis Hundred Fif ty and No/100--------------------------- DOLLARS
VOID AFTER 90 DAYS
TO
THE
ORDER
OF L
r Tom of Vall-
75 South Frontage Road l{estVal1, Colorado 81657
il. IO18l 5|F r:01. 1 aolB eLr:q9000 Il?5qN
REMITTANCE ADVICE, PLEASE DETACH FOR YOUR RECORDS.
THE ABOVE CHECK 15 IN PAYMENT FOR THE FOTLOWINC ITEMs.
56-382 / 4t2
1038 35
$ 650:!q
_l
103835
!
n
n
m
tr
u
tr
CLERKAND RECORDER FEE
PERMIT/ LICENSE
LEASE
EASEMENT
CROPAND/ OR PROPERTY DAMAGE
TANDOPTION
COURT DEPOSIT
sEc. 3&10 TWP. 5S RcE. 8!U_ COUNry
TAX F.'rYER l. D. NO.
SOCIALSECURITY NO.
Easl e
859928 731700 1004864r W
DOCUMENT NUMBEIiAf YrdEXPANSION CODE IOR PERF (NTN SUBSYSIEi,I CoDE/rOB ACTY CD EIP
MM€OF PROJECI
East ValL Relnforcement (Plpe11ne)
PUBLICSERVICE COMPANYOF COLORADO
o
Application for Review by the planning
and Environmenlal Commission
Conditional Use Permit
Public Service Company of Colorado
East Vail Reinforcement Proiect
O XcelEnergy*
PUBLIC STIVICE COfiIPANY
September 12,2002
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
RE:
Gentlemen:
Pursuant to the submittal requirements for a conditional use permit the followingcomments address those issues raised by the Town of Vail in order io issue such penrrit:
e Public Service company of colorado, "pSCo", pulposes to construct an aboveground regulator station located in the swi4 of Siction 3, T5s, RgOw. Theregulator station willtin into an existing high-pressure natural gas pipeli'e ownedby PSCo. PSCo will then install a buried 4-" low-pressure natuial gas distributionpipeline that will connect with an existing low-pressure pipeline pr"esently locatedi'Sunburst Drive. The proposed regulaior staiion willi",-aliin srze (g, x 6')and approximately l0' in height. psco will take the necessary steps to us€materials that are consistent with other buildings found on the Vail Golf Course.An Application for Design Review will be submitted to the Town of vail inconjunction with this Application.r The relationship and impact to the Town of vail will be of great benefit.currently, the natural gas service in the East vail area is inadequate due to anincrease in growth and gas loads. The addition of a 4,, pipeline Jvirt provide thenecessary service for current homes and future developrn"nt in the East Vail area.r Due to the remote area of the golf course that the t"guluto. station will be located,the effect on light, air, and other public facilities *Jt u" extremely minimar. Thefact that the 4" pipeline will be buried below the frost line in an area of existingseryice roads or cart paths is evidence of our goal to disturb as little of the surface
as practicable in this area.r Effects upon traffic will be minimal. The site where the proposed regulatorstation will be constructed is adjacent to the I-70 frontage -ui ut an existingservice entrance to the golf course. This location will provide pSCo the ability tJconstruct the facility with no road cut of the I-70 rrontage road. The proposeclocation will allow convenient access to the Vail Fire Dep-artment in the eve't ofan emergency' A PSCo employee using a standard size pick-up monitors theregulator station. An increase in traffic aftir this facility is tuitt is basicallv non-
Siting and Land Rights
550 1srh Srreet, Suite 700
Denver, Colorado 80202-4256
Telephone: 303.571.7799
Facsimif e: 303.57 1.7 877
e
Town of Vail
September 12,2002
Page2
existent. Since the facility is on the cunent PSCo high-pressure easement on golf
course property, snow removal, parking and traffic flow are not of concem.r PSCo is planning to construct the facility and install the pipeline with as little
disturbance to the existing golf course as practicable. pSCo does not plan to
change the grade or contour ofthe existing topography. The pipeline wiil cross
Gore creek, however, psco will hang the pipeline from an "iitiing cart bridge.
The creek crossing will not include boring the creek bottom or affecting the flo-od
plain in any manner. The construction of the pipeline and regulator station willnot encroach or affect any wetlands. PSCo will practice customary erosion
control when working near water in a sensitive area like the vail Golf club.
Thank you for your time and consideration in reviewing our Application for aConditional Use Permit. Hopefully this project will benefii the Vail Valley and its
residents.
Very truly yours,
Public Service Company of Colorado
Andre J. Wilkie
Consulting Agent - Siting and Land Rights
cc: Al Morganfield
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OWESf Authorizod StFnrlun Dalg
970,3E1.0238 (tcDgzo.sor,ozsz ifaircontacr :asoi Shirp
5i".',:ii3!iH''f 'REcAssnbci Brten bulier
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EXCET ENEnor
fi3!S:;S,1[H)LonDact: Ktt Bogaft '
fifrtr $tn wATER &,sAr{rrATrol
970..+76.7.tE0 (tcflgzo.qze.$sg irh;rcontacfi Fred Hasiee
AT&T BROADBAND
3##i?31i;.T co)
Contact: RoyO'Salarar
;1n'f
NOTEIS!
I, If th€ utflfty yedFtcatio
i:ili#L"t":ffi ruil"H:Hitr,,m;$*T"f HtrHi?,H,f*Tx'"fl:
2. If a utlllty companv hr
ffi ,'ffiht[ffi#'ffi trdffi ffi#t-ronffi##
3. Thesc rcrlflcations.ro
r'"'th;"' j#tT:iril' jfiiFsft rffi ffi"J$iltrffi i',gP.""*i?*.pl'hyurq,n[,'g*",fl 5l'#ii*,1,,fltffi=ffi1lHlW
Pege 6 of t?tozlo4oz
sEP-i2-2002 THU 03:35 Ptl LONETOENERoY
979 26,2 4838 TO 8363233878? P.Az
fAl{ N0. 3lJ323U/
I'TIIITY LOCATION VERIFICATIOII
This form ls to verify seru,ce a\tailatility and locailon fo new constnrcilon and should be rrsed inconjunction witlt preoarino vour utirnyitan-anJ-deairing tnsaturo;;. il; l;iln and avartabitity ofuti,iaes, whether itrer are ri11_uu"i'** #i'rfrlld"'rines, must be appmved Jntt verined by thefollowing utitfties for
-the
accompanylng site pfln.'----
Authorizod slqndqE erre
SEP 12 'A2 15:56 FR XCEL ENERGY
P, U2
QWESr
970.384,0238 (tel)
970.3&4.0257 (tax)
Contactt Jason Sharp
D(CEL HIGH PRESSURE GAs
970.262.4072 (tct)
Conbct: Brtan Sulzer
HOLY CROSS EI.TCIRIC ASSOC.e70.94s.5892 (reD
970-949.4566 (fax)
Contad: Ted Husky
EXCEL ENERGY
970.262..t02{ (tel)
970.262.1038 (fax)
comad: Kit Bogan
ESGLE RTVER WATER & SANTT.ATTON
DISTRICT,T
970.475.7480 (td)
970.476.,f089 (bx)
Contac Fred Haslee
AT&T EROADBAND
970.949.1224 x lt2 (tet)
970.949.9138 (fax)
coniact: Floyd Salazar
1-boL
l* P,t^Z - -t-'?-oL
;tffifffi'ff,.?ff1,:ffiJJ!'l'-*;5:X1?Rg:n obtainrns approrarrromthe Easre Rivef wat€r
NOTESs
l' Il Ere utility verifrcation-form has signahrres from each of the utiriry ompanies, and no comrnenb::?ff1""Jff't,E"T to'm' if,J iofr',iiu'prou"" that thEre # ni prourems and rhe
2' if a utillty companv has.conerns with the prcposed construcilon, the uullty represenbdve shatlnote directlv on the utflitv. v.rrn..tion'rr'i ttri[-,i"r.
is a probrem which rieeos .o be ,esolr€d,The issue shourd then be'de6ild ri;;$s'l*r. t*i r*,n oivin.' 'ri-**.r,
p,ease keep$Jl,'lflj"' tt is the 'esponslbillw'#6;;id Lnonv and tre appricanr b resolve rdentrfled
3, These verifications do n
from the Deparbnent #,L1.jffS:::1y:gL1Te.responsibiilty to obE.n a publk way permitfrom the Departnent ofiui.-,- rr qte responstoiilty to obtaan a public way permit
dissina in a ny pubrk''"n,jl5H"lf"ll j9l::,ll'ol til -@SggFg in any pubtk righr€f
Page 8 of t2/02/o7lo2
'way or easement wlthin the Tiown of Vail. ljbuitdinq ..-.r!it is noil
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ll:;' il v^lr' AssocrlrPs' rNc.' I ll=llrll
l,rrurtorrtiondulyorrrnlt.d.ndf:irtlntu,rd(rrndhy?i.trr.6fthrlrwr I llil utthrStrrrol Colorado orrh rilsr F,r. r;d I Illl r.onN oF v^.rr. I lllt rtortonrrior duty orssnilld rntl (rji n1 und.r rhd by vlrlu! ofthc hqr I ll
li or.rht!r'r!(or Coloredo oflhrr..tndplrriphoritlrri I lill arirr,.lt rr 75 Soutlr Fronrugc Rood i.tect ' i ll!l vatl, colorqdo 8t652 L._ _ _ ___ jl
;L rvltN EssETH, thi! r[( rlld prrry ot thr flft! t !,r, fur .nd h .onrid.n on or !h. rurr of ll
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"*u "lli!llT:r.:::_:l:.T*r l/li rePossess Lhe property ss of theJr forraer esrare, ll
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li "'Cefffer*. wtlh .tt rnd sinaut't[. h.r(.{rirrtn.nh .nd lrrurr.nrmrr lh.r.urto hllondnt, o'," ..^,... llll sPPlrtrini^t' rnd th' 'rvclrion rn.l mvrrtio'rt, r!,n.ind.r rnd ."-,irind'r, rcntr, irr,,., "J;;;?;;."i;.,:,r: .nd r,r llji liilii:ir., i,r';l*':irli:tl;r';:. r,*lr': r*lrl;:.*krl"rui;ili:*iffr'.ll;::1 '.- "' rill 'n0 BAVE AN U TO IOLD r h. r.id p.. mlr., rbov. brrJrlh..l .rrd dircrih,.d, rittr thr rrturlcr r1.ct EDlo rl,. .. ia ll!i prrtJotth. r!..,rd prrt, trt .ucr r!!o.. !n d rrrtanr tor.v.r,ird th..rid llri vArL AssocrArEs, rNc. ilVAIL ASSOCTATES, INC. 'I
prti, ofthc firtt p!r!, for ltr.tf, tt. ruccrirod r^d r,.i--. ,^rt..^-----, --- - . lli{i., !,r* o,r,,,,3cond,,.r!, i,,,"":::ilLl,T.:11rfi,fil':::i*:,::lHTli:,i#;fi;1,:::;,,1,:::
li!r!i.nti il i. w.ll i.i'.d otthe Fr.m;!!r rtov. ionvt],!rt, xrofrooa, rurr, t,,rrf;cq otlotur! rnd indcf".ribtr rrrrt ot llihh.rirrnre, In hw, tn 1,. rtmDlr. rnd h.th rood.iah!, lult powrr rnd t^*lui .u,,,orfry t,r dr,rt, blrsxin...I rnd ii€onvcy lh. .tn. In Frnncr.n.t for'rl rlof.arid. rnd r.hrt fh. r16€ rr. flrc rnd cbrrrrrnr, irr.r. Ieni, r.,..,.-*.-*r.."0 in.trmbr^,rclr oawh'.,., u,"n ".t::.i1]:1rtl
rorn*rrrd orhcrrrrnrr, ll
sct forth :n txrrrbri B !!t.ch!d h€rero aod nsde. par! il'"r;;""*, except aE rGG
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rtnd ih. nlr$v. blrrlir'rd !,r.mlr?. in th. Aui.t .nd pcr!.rblt plm.qrlon el t ll
:uccrr,ror: rna ,*iKD. r8,rhr! s1 .", ;;;;"-:...:: ,:,'::::::'- f:::::::, e.' :" r'id !'rtv or 'r't t'co'r n.'t. r.. llrh(iror,rh,r,,d'i,r,,orl,.n.,tn.,,,'r,"#l"1'lii,"".,:filfil'.:;'H;!H1J,ili';:'',',.*n'r.-.",o.*
JflN I$ITNESS r| HEREOP. Thc rrid p.]r, o, ihr tiri,t u.rt r,r(f, .r*.J'inr!(rjb!{t b)'it, vice nr..ui*, ".a n" ""rnor.t(,.jrrro h. h.r(unt,r.rltr "otr'(,to1. hrrn. ro b. hcrconto li
Itcr!r!r'. rhr drI tl|d y.r. tirir ilrrv. rrtrt.n. rtt'rl'rrtort'd Dt ilt AsslsttnL i:Aitc'!: .^- li livSlL^SsOCIATES;,.filC>l(a cotor..tn l;
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liTh€tor?roinr tDrtr\r m.nr vlr r.trno$.ltdgfd l,cfo* or*thtr dalol lj' ,b/ RoIERT u. pARKER ., ""'"ur".
,,..,00,,,.n0 llquRISTfN ., Vlce trrrt;rntrnd jir. As6l.r{nt St.4r.ror il
v.ArL AssocrATEs I rNc.. il
lttJ nar.ri.t.on,flirrton.!p1.., -
'curto!!(i" Jl
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1/t0.00 feet, a eenEral angle of {Z.O0tOO., en arc distance of
192,63 fee! to-a-point of-Uangeo!, thence'along satil tangent adistance of 130.00 feet t'o a point of curve; thence on a curve torhe right having a rattius of iSS.OO feet, a-central angie "i
- --
13'30'00', ao aic tlisr.ance of g3-64 feet to e polnc "i'l"ng"ot;!l:1:: ?-l:"9 said tangenE a itilrtanco 230.00 feet to a potn[. of-curvei tnenco on a curv€ to the rlght having a radius ;f 285,00feetr a.cenlral angle of fS'30'OO"r an ar" diebancc ot 9Z.Oi iect
19 :-point of tangent; thence along saldl tangent a aista"ce-oi---15.00 feet.to the point of beginniig, except-ls foot raaius curvesat street i n te rsec tiona .
.. _Beginning at the Northeas! co)iner of the North one_half ofthe South'dest one-quarter o! lhe Northwest on€_guA!ter of Section9, rownship 5 soutli, Rango g0 rdes! of ttre-siiln'pri..ip;l u;;ia:"ied,_County of Eagte, SUiLc of Coloradof ttrence soueterly alongthe East tine of satd North one-half of the iouthwe"t orri-qrrriierof the Northwest one-quarLer-a atisranc; oi-rii.92 feeb, ind"..-J"an angle to the rtghr-of t O o . is;ii;-"-a:.,l.iil of I3s.t6 foet,thence on an_anglo to the riglrt of 59!s2;ii';-" at"t"n.J "i-ii!.ZCreet. to a poinr on the North-line oi'eiia-t""it, "rr-t,if t -o
t -if,i ' .
southwcst one-quarter of-Lhe Northweef on"_cuirter, thence on anangle to the. risht of 99.sI;rg; "-ii"i.n"" lF"rss.0o feet ro lhepolnL of bcg i nnl ng.
A part of Scceions.3,_4 anrt lO, Town3hip 5 South, Rance gOi'tost of the Stxrh rrtnctpil ueriorin, -a;;;ii'"i ;;;i;: ;;;i; ;;colorado, more parrlculaity aescriuoi "i-i"iri"r,
| .. Eeginning at t.he southeagt corner of sald Sectlon {; thcnceI 1lg:!"Tly-along rhe souLh ltne "t suiJ-s".ti"" l-"-aiilor,;"-;;..--I 1062.69 feet to a ootnr on the Souih-rinJ-or pi"p.r"i -iii",I i.t"I Bigheay 70i thence on an anqJ.e to ttre iiitrt of r62,32,i19. andalong the Soulh Iine-_of_Int5rstaie nigfirii, ZO a dlstance of 610.31feeL to a poinE of curvet Lhenco aron! said south line and aronq acurve Lo rhe reft having a radius of isro-oo r""t, -" "I""-'iI.i ^Jiir.oE 4"29'29", an arc disEanee oi lai. Ze-i"lt to a point of tangeit;51""." gl an ansre to- the lcf c "r e; io 'it; ana af6nq--Jal; ilil"-Itne a distance of 2ll.l0 r"ee; iUence oi.n "ngt. to lhe riqht of8"10,15' and alono saia. South iin"-"-ifJi"n." of 2100.00 feeirt.hcnce on an anqlj 19_t19 fifnu-;ia.;i;;;. and arons srin sourhlinc a atlstance ot 2Oz.-20 feiti [t.n"i-oi-an angle to the left of.8'31'15" and alono s.ia_ Souitr -i
t n"
-.'ii llr."" of 88.30 feet;lh.:"". on an angt6 to Lhc rigbi "i io;6oio-bl a dtsrdnce of 26r.76fectt thence on an angle to [tre rtghi ii it.zt,lz. , aist"nl.^li"380.00 feet, thence on.an angle to'lne-iair of 4I.00,00, a itis_tance of 255.00 feet, rhence-on .; i"gr.-1. tr,e'irgtrt-it ig;6iiOO"a dlistance of 66s.00 feet tg i p.iri"6"-Cfe so,lth line of saidsect.lon 3r chence on.an angle tir tf,e iiEt t'oE 27"30.00, and al,oncthe souLh tine of saio sCciion-i i"ir"ii""" of 250.00 (e€r r.o rh;Northeasl corner of the uor ch*es t-""r:iulil", of the Northhrestonc-quarter of said soction lOl thence'on in angte to Lhe left of90018!17tr and alonq tbe rast i i ne"Ji"irtl"r,rlt.nwes t one-quarrer ofthe ttorthwest one-;uarter o! sald i."iion'io a distance of I20.00feet, tbence on an angre c" Lt,u irirr-i-Zi"li-zt,{5" a dlstanee of]61.38 feeE, thencetance of 3rl0,o0 feetl .11-il9l1 to the-rtsht.of r9"to;t0;-;-;i;:
a disraDcs "r ilo. io-trXlil"tnll"."".i'Slt.llrjni"tert orrI 2 "20 i o0'
26"40'00" a distance "i eoo.iio--iiui;;;"il! on an anet€ ro therlehc of 93.10'00.. a dtigtance-oi-{it.;;;:;t ro a potnt on rhe
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Sep-13-()2 03.47P P-(,4
wcst. line of the Northhrest one_quarter of th€9:::!:I^9f said seccion 10, tt,,;;;-;;ll:slllrl'"na arini-lii.r weEt rine a
an angle
Northgssg 6n.-to- the right of
Lin"
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_ A-part of the SouLh one_half of Section:i::: :i t:li.*-":'i.:y;:,ilillisll ff !i:ii:i':FJliliF t;i::.,
conr{enclng at tho South$.rat corner of th6 SouEheast one-guarter of ths sourh.,reet one_,1ui r[" i..ii !iri'sectron f; thencell:::Ill arons the south lrne."r-"-"ia-s.iiii,il"li""llr!^.:"li: ilr:.., rert or -ii;sd;ii;, "lii. d3oi33ri"iil*.
;i1i;"!l:1."i' iii,ii,lrq.li:i:' ill'i:;rl!, l;ri'ii:!fi*;tdrnlngr thence conrlnutig -rong re
-iiJrJl" ij=" t tu" polnt of bc;tn-
l.t9i"b on the sourheiiy rigfrt.,i *ii-Ji-iitiourse 1r0.00 feeE tothenco.oD an anele ro-orhe.rishr "r i6"od,oii;-fi;"".i"1;rllil I;:!|_erry trght of h,ay 295.92--feei to a polni oi "orr"; thence alono:"::"::yth:'JI_Ii9!t of. way ana aro-ns-a-cii.r,Ja, ratitus of 55s0. rio -reet,. I contral in!r. ii-slg3fl;r..,ts3; 1;"i"r
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OwISION Mln. oivhlon
LOCAnON V.il Vdlqy'oo|| Co0l.6
Sec $T59R8Oh,
ROW AGENT AlJlln Mat .
oESCRIPTION AWHOR Aultin Mfler
AUTIIOR AOoRESS !21 17o Srr.l *2510,
O.nv.r. CO 60293
DOC. NO. t658i5
PIAT/GRIO NO,
WO/Jo/CREG NO:
PUBLIC SERVIGE COMPANY OF COLORADO EASEMENT
For and in consideration of $_ and other good and valuable consideration in hand paid, the receipt of
which is hereby acknowledged, the undersigned Granlor hereby granls and conveys lo Public SeMce
Company of Colorado, a Colorado corporation, Granteg, an exclusive and permanont €asemont for the
installation, construction, maintenance, alteration, repair, r6placement, reconstruction, op€ration, and removal
of a natural gas mster slation/regulator station, together with facilities appurtenant lhereto, Including, but nol
limited lo, buildings, guardrails, lences, and underground gas pipelines on, under, over, or through the following
described parcel of land situaled in Lot _ Block _ Subdivision _ in the rW!4_ ol S€ction .-rL, Township
5 Souih , Rang6 jgqUSL of the _..1d1 Principal Meridian in the City of Vall , County ot _Egg!g, State of
Colorado. The easoment is doscribed as follows:
SEE EXHIBIT 'A'' ATTACHED HERETO AND MADE A PART HEREOF
The above sum is acknowledged by Grantor as full consideration tor the easemant and also for damages to
both land and growing crops occasioned by the initial Installation of facilities on said €asement. Grantor
reserves lhe right to uss and occupy said premises for any purpose consistent with the rights and privileges
herein granted and which will not interfere with or endang€r any ot the racilities therein or use thereof. Such
reservalion by Grantor shall in no event include the right to construct any buildings or struclures, to impound
any water, or to plant any trees or shrubs upon the easament. Grantee, at all times, sha have the right of
access by a reasonable route lo the easement and along and upon the same for the purpose hereot, which
include surveying, inspection, and testing, together with the right ao use as much of crantor's adjoining
premises during surveying, installation, construction, maintenance, alteration, repair, replacement,
reconstuction, operation, and removal of said natural gas meter statior/regulator station and related lixlures
and devices a may be required lo petmit the operation of standard pipetine construction or repair. Grantee
shall pay Grantor for actual damages to land and growing crops occasioned by any future installations,
construclion, maintenance, alteration, repairing, replacing, reconstruclion, and removal of tacilities on the
easement or adioining premises. In case of the pemanent abandonment ot the easement, all rights, priviteges,
and interest granted shall terminate, and Grantee shall remove all above ground facililies.
To have and to hold the said easement unto the said Grantee, ils successors and assigns, so long as the same
shall be used or useful tor the purposes of the Grantee. 'Grantod shall include the singular, plural, feminine,
masculine. and neuter.
ExeoJted by Granior this _ day of
GRANTORT TOWN OF VAIL
STATE OF COLORADO )
)ss.
COUNTY OF EAGLE I
The toregoing instrument was acknowledged before me this
Dy:By the
_ day of
-2002
for the Town of Vail
By:
Title:
Wilness my hand and ofticial seal.
My commission expires:
Notary Public
JSC, INC.
P.O. Box I153
Meeker, CO 81641
Phone (970)-878-5292 Fax (970)878-s392
EAST VAIL METER STATION
A PARCEL oF LAND LYNG tN sEcTloN J, TowNsHtp s sourH, RANGE 80 r,rrEsr oF THE 6TH p.M.
El9.lt_99ur!w, coLoRADo, BETNG MoRE pmlculenly oEschraED ns ror_r_byiscoMMENclNc AT THE souTHwEsr coRNER or seto sEcTtoN i wnEnct'nrE Honnrmsr coRNER
-gf -L_or 14 VA|L vAr r Fy TH|RD RIJNG eems soz;+z-ii-i, iz+.i'-FiEi ;Ni' w{ENcE fiENORTHEAST coRNER OF LOT-16_OF SA|D Vln- vlLi-Ey rHino nur.ri aEARi SZOZO,OS-E,
-6-9E.51 FEFI; THENCE Ns6'01'oB'8, 92t.ss FEET ro l porur oN THE sou'rH Row$!gl1r:gF,-!ey) UNE or coloRabo sTAtE Hreriiay no. pzo. snib Fbiii BE|NG THE TRUEPOINT OF BEGINNING,
I1Elt9_E !73.41'56,'E. ALONG SA|D SotJTH ROW UNE 75.00 FEET;IHENCE S16'16'24'E, 25.00 FEET;
ES|CE s73.43',36'W, ZS.Oo rerl]HENq-X1616'24-W 25.00 FEET TO THE ]RTJE POINT OF BEGINNING. CONTATNING0.o4 ACRES MORE OR LESS.
PUBLIC SERVICE COMPANY
PAGE I OF2
rsrensrxre ItLL.
KI>LX
^s -ti AY
R\G$1-v'
sw sEcTroN l
T5S. R80w
51H P.M.
FOUND 1'' STE-L EAR
SET IN CONCFETE
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3RD FILING
SPRINKLER
CON TFOL
BOX
NW LOT 14
VAIL VALLEY
PTJBLICIERvICE CoMPTNy
EAST VAIL NIETER STATION
IN SECTTON3, T5S, R80W OF TrIE 6TII p.M.
EAGLE COtiNfy, coLoRADO
H\GHNAY
NO' \--70
ROW FINCE
BRACE POSI
GOLF COURSE
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(GRAVEI) GOLF
CART PATH
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6?.
(ASPHALT) GOLF
CART PAIH
SPRINKLER HEAD
(GRAVEL) GOLF
CART PATH
/.)
7 .5'
20' WESTERN SLOPE GAS COMPA
EASEMENT
GAS LINE
EASEMENT
SCALE: l =30
JSC, INC.
JOB NO: 1088-83 OATE: 9-a-2002
RE\asE1t 9 /to/02 (TtE rO pOg)
PAGE zOE 2
OMSION Mln OMlho
lOCAllOll Vall V.lLy/colt Cou.s.
Scc 3-T5S-R80W
ROW ACEIIT Au!!n M.hr
OESCRIPTIOI{AUTHOR AilUn M.t r
AUTHORAOORESS !21 t76 SU..l. t2J.tO.
IrGircr. CO !0293
DOC. NO.
PLAT/GRIO NO.
WO'JO/GREG NO:
PUBLIC SERVICE COMPANY OF COLORADO EASEMENT
Ths undersigned Grantor hereby acknowledges receipt ot good and valuabla considerallon from PUBLIC SERvtcE
COMPANY OF COLORADO (Company), 122fF17b Strcet, D6nver, Colorado, 80202-5533. In consideration o, $,hich
Gtanlo(s) hereby grants unto said Company, lls successoB and asslgns, a non-exclusfue €asement lo conslrucl
opelste, maintain, repair, and leplgce utility llnes and all lixlures and d6vlc€s, used or useful In the oDeration of said
lines, through, ovsr, under, across, and along 9 course as 6ald lln€s mey b€ hefealler conslrucled in the SWI/4 ol
ssc{ion jL and th€ Nwlr4 ot section r0 , Township 5 south, Range gqy&gLof the qlpdndpd Meridian In the Tourn
of !b!!, Counly of Eaole. Stai6 ol Cotorado, th6 aasement being described as tollor,ys:
SEE EXHIBIT "A'' ATTACHED HERETO AND MADE A PART HEREOF
The toregoing instrument was acknowledged before me this _ day of 20_ by lcrantorname(s)lrom abovel:
FOR: TOWN OF VAIL
The easement is l! feet in width. The slde boundary lin€s ot lhe sasemenl shall be lengthened and shortened as
necessary to encompass a contlnuous slrip of not less lhan tha above width at all points on Granto/s property crossed
by the above described easement and extending to the boundarles of adjacenl properlies.
Together with the right to ent€r upon said premrses, to survey, construd, maintain. opemte, repair. reprace, crntror, and
us€ said utilily lines and relaled fixlures and devices, and to remove objecls Inlerfering therewith, including the trimmrng
of trees and bushes. and together with th€ right to use so much ot lhe adjolning premises of Grantor duri-ng surveytng,
construction' mainlenance, repak, rsmoval, or replacement ot sald ulility lin€s and relaled tixlures and devic€s as rnay
be required to permil the operallon ol standard ulility constructlon or repalr m8chlnery. The Grantot reseles thE rlght to
use and occupy th€ easement for sny purpose conslstent wilh the rights and prlvlleges abov6 granled and which wili nor
interfere with or endanger any of th€ said compeny's iacjtili$ lherein or usa lhereot Such reservauons by the Grantor
shall in no event Include the dght to erecl or cause lo be erecled any buildings or struclures upon the easemenl granted
or to locale any mobile home or kailer units thereon. In cas€ ol lhe permanent abandonment of the easament, ill rignt,
privilege, and interest granted shall terminatE.
The worft ot installlng and maintaining said lines and lixtures shall be dona srlth care: the surlace along lhe eaiement
shall be restored substantially to its original level and condition.
Signed lhis _ day of --..--._--,20_.
Oype or print name below each slgnalure line with ofriciat ti e ifcorporation, partnershlp, etc.):
GRANTOR: TOWN OF VAIL
STATE OF COLORADO
COUNry OF EAGLE
By:
Titl€:
)
)ss.
)
TITLE:
Notary Public
Witness my hand and olficial seal.
My commls6ion Expires
o JSC, INC.
P.O. Box 1153
Meeker, CO 81641
Phone (e70)-S7}-s2s2 rax(lzO;a7B-53s2
EXHIBIT "A'r
LEGAL DESCRIPTION
l
AN EAsEuEur FoR lHE,c3l!:Tyglgry, MA|NTENANCE, REpAtR oR REcoNsrRUcIoNoF A BURTED cAs uNEr-yNc rnsiciib*t"s"[ig_ro, rse';iboi'di;ii 6rH p.il.,Tg.ry.gl EfsT vAll-, cqYNrY oF EAcl.E, srAlE oF cot-oRAo63"Fff3fl'^t-r=,ffiFi:t
EAGN..E COUNTY. COLOR'
IHIRD RUNG BEARS SO;IN SAID VAIL VAI I FY TI.I
THEltcE N56?2.41'E. 90OF INIERSTAIE XICHWAT
SAID CE}IIERUNE:HSSE:]'-3I8'Tffiffiffi;fiffi
nHil.lcE s|4.48'J9.9 29.
THENCE S0918'i+S.W. 45IHEIICE S09:2S',41,W. Ss
THEl.lcE st4E8'26-E' Jt.THS|CE S4654'58'E. 3Z
THENCE SS+tz.os-p. rz
THENCE ss+zt'sz.w. to:
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ffifi;g$ffi ffiffii$t'ft',iiiF**r#*,.T*,,
Page I of 2
d til r "'j tf,J#
$',tnMPdNY
MEEKER, CO 8164I
Phone 1SzO1ffit-sZli Fax (970) Bll_s3gz
PUBLIC SERVICE COMPANYrt^sT VAIL. {,, r,rrrnrtFl SECnrlt{S 3 & tO, tSS, neOW Of fHp rnr p.f*
EAcLE couNTy, coloni-bi
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Page 2 of. 2
INC.
JOB NO. 1088_83
lca
s /6/2oo2
OXcelEnergy*PUBLIC SERVICE COMPANY
Mr. Pete Peters
Mr. Jim Meyer
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
RE: Joint Property Owner - Written Approval Letter
Application for Design Review
Application for Conditional Use Permit
Application for Tnning Code Amendment
Public Service Company of Colorado
East Vail Reinforcement Project
Gentlemen:
Please find attached hereto a Joint Property Owner Written Approval letter for your
review of the same. Pursuant to my conversation with Bill Gibson, he has asked that you
execute the letter upon your approval ofthe project.
Attached please find a topographic map and a survey of the location for the proposed
regulator station and buried 4" natural gas distribution pipeline.
The location of the facilities and the pipeline represent the site discussed with Jim while
Al Morganfield was personally on-site in Vail.
Please contact the undersigned, at303-233-8700 should you have any questions regarding
the project. Could you please fax me a copy of the executed document to 303-233-8787.
Thank you for your time and consideration in this matter.
Very truly yours,
ic Service Company of Colorado
J. Wilkie
tting Agent - Siting and Land Rights
Siting and Land Rights
550 1sth Street, Suite 700
Denver, Colorado 802024256
Teleohone: 303.571,7799
Facsimif e: 303.57 1.7 87 7
cc: Al Morganfield
,*ffi JOINT PROPERW OWNER
WRITTEN APPROVAL TETTER
I, (print name) , a joint owner of propefi located at (address/legal
description) Township 5 South, Ranse 80 West. Section 3: SW/4. Section 10: NW/4,
provide this letter as written approval of the plans d61sd September 6, 2002 which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above, I understand that the proposed improvements include:
4q 9-i x 6r above ground Regulator Station Buildine (10' in heieht) and a buried
4" natural gas pipeline to be located on the Vail Golf Course.
I fufther understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
Page 2 of t2l0zl07/02
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FAX COVER SHEET
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c'MPANY: V (,a
CITY: VA., \
CONFIDENTIAIIT"
"O'':Tl$":::L'1,'"T:#:l3t'ljigT::!l_th* is leealrr privil"g"J 6' "*Lpt no' disctosure under appricabic raw prease retum bymail ifreceived accidcntly. lf vou have a"u n-r,r.L" '^.'.,,..;:;;";":;'*' -" ovPltvdurs raw' rrEal' rctum ol- . rve any Problcms or qucstions regarding this transmittal, plcase cail 3 03-233-g700. Thank you.
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PUBLIC SERVICE COMPANY
FA)( TRANSTVIISSION
DATE:
TO:
TELEPHONENO;
FROM: AlMorganfield
TELEPHONE NO: 303-57 1:t454
TOLL FREE : 1 400$21-9427
SUBJEGT:€*s
NUMBER OF PAGES flNCLUD|NG COVER SHEET):
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FAX NO: 303-571-7877
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ffiP-12-2002 THU 04:46 Pil LOREE ENERGY FA)( No, 3ooB?B?P.0l
621 l7{' street' suite 25ol
DeDYer, CO E0293
303-233-8787 Far-l-
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SEP-12-2002 THU 04147 PII LUREE ENERGY.:-. -:---.
FAl( N0. 30u8?87 P, 03
s-rti||g |||d lrnd Rlohr3
sEO rffh Srroct, Suite 700
Og'w.r, Colol.do 0@02'{266
Telephons: 3UL5tl.nlF
Facsi mils; 3(8.F, l.7gr7
?), XcelEnergy-
\/ PUDLtc EEtvtci coaPANf
Se'ptcmber 12,2002
Town of Vail
75 S. Frontage Road
VaiLCO 816s7
RE: Applioalion for Zoning Code Amendment
Rliuosr for Rsvision of l2$B'3: Conditional Uscs
Gontlemen:
Pleasc acoept this lctte and the accompmying Application for Zoning code Amendmcnrt
for lour revicw of ttro sarnc'
Public servicc company of colorado *Psco" rcquests tho Revision of chaptcr | 2-88-3
o i*fuCt ths langu&gc gublic Utility and Public Serrrisc Uses"'
Psco submits this Applioation due to tho incrcass io denrand of natural gas uso in tlre
E*t V"il orra. psco'iroposcs to build a regularor station aof tup tolg their c.xisting high
;;; gus [* "ro"iog'rAj".-,
!o Gory Q*a,. Thsn, psCo would construct a 4" low
Dlcssureundcrground*to'arg,'disbibutionlinebt}reirexistingdistibution|inei;;;-;ir,"Tooi uri"u. t-havc attachcd a dnwhg to assist you in locating the
approximate path of thc propoeod Regulator Station and pipeline'
PSCo has worted with the Vail Resr€alion Dis6ict !o looate tbe proposed ftcilitios ia
ur"r" ttrt will bave the least anxount of disturbsnce. PSCo will not out Op existing I-70
rnonugo road. Psco plans to oonstuct a Regulabr station that will adhere to thc currcot
architJcturat integriti of arieting buitdings ur the So!{-c915so' Construction wiU not
affcct ths homc owners in nc arlrs anO tie pipeline will follow an existing golf courre
scrvicc road ot cart Path'
sEP-12-2002 THU 0414? Pil LOREE ENERCY FAl{No.3oo8?8?P, 04
Town of Vail
Scptcmber 13,200
PrW2
psco.s other option would be to placc ttre Regulntor station near tbe junction of the I-70
Fronrag' Road ard th" b;*i"g;is*burst-Drive. Constuuction of thc pipelinc at thie
location would be €xtr'm;ly dis;pdve to those peopto that live on Sunburst Drivc or that
utilize tho golf courre or triifr io tnit area. PSC' would have o road cut Suuburst Drivc
and causc traf[c disturbanses'
Last hcating $eason sor[e customers in rhe East vail arca experionced loss ofnatural gas
Serrricc due to loW p*o**- i" ttre systern. Thc ncw construction in this arca in
conjunction with ttre size-a;J*t 13i g."o9eds-of the homes has rsndered fte capaoity of
tfrci gOO ilistibution system somewhat iaeffoctve'
This zoning code Anrendment would allow PSco the ability to dclivsr the natural gas
required bytho Town of Vail residenrc'
Thank yorr for your timo and consideration in this mattef. should you nccd additional
intormation, plcasc contact the undersigned at 303233-8?00'
Vcry tnrly Yorus,
PI.JBLIC SERVICE COMPA}IY OF COLORADO
tudr€J, Wilkic
Consulting Agonl - Siting and Land Rights
AJWjm
Enclosures
FA}( No, 3oO8?B?P, 05
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Val1, Colorado 81657
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REilITIAT{CE AOVTCE PI.fAsE OETACH FOf, Y(XJR BECORDS..
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PERMIT/ UCENSE
LEASE
FTsEMENT
CROPAND / ORPROPERTV DAMAGE
tANgomoN
couRTDEPoslT 859929 731?00 10046641
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Easc Vatl Belnfsrcemest (neg. Statlon)
80f,- COUNTY- Ealil e
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PTELIC SERVICE COMPANYOF COLOFADO
0cT-23-2002 l,lED 03:00 Pil LONETREEo
e XeelEnergy-
ENERGY FA)( NO,7873032338o
PUELtC SEnVtCE COilPANT
Siling d lrnd Biehr
550 ltth Street Suito 700
Denvor. Colorado 902024256
Telephone: 3B.57l.7rtg
F csimilc 303.5?r.7gr7
MEMORANDTJM
TO: BILLGIBSON
DEPT. OF COMMUMTY DEVEI,OPMENT.TOWN OF VAIL
rAx 97D4792452
GREG HALL & LBONARD SANDOVAL
DEPT. OF PTJBUC WORKS.TOWN OF VNL
FROM:
DATE:
X'AX: 9?ll..{79.2166
MATTMIRE,ESQ.
VAIL TOWN ATTORNEY
g[x97F4',t9.rt57
JIMMYERS
VAIL RECREATION DISTRICT
['AX 97ll-{7}345f
AI{DREWILKE
AGENT-SITING A}ID LA}.ID RIGIITS
ocToBER 23,2002
RE: EASTVAILREINFORCEMENT
Gentlermr;
Pursuant to thc Community Dcvelapmfit Dspart n€nt rcaonrneld4ttons pr€scnt€d to thc Town of Vail
Planning and Environmsnal Commiseion on Oclobcr 14, 2/J,02, plcase find attached had,o a rcvised
survcy and lcgal dcscription for the proposed hrblic Service Corupany ofColorado C'PSCo) gas rcgulator
statior ud valvc scts.
The new looation of the rcgulalor slmion complics with tlrc siiffrccommsrrdrtion and wiu be locatcd wcst
of thr cxisting gravel Golf Coursc ecccss roqd, Furfprsrore, in qn efrort to mirumize distrrbance, PSCo
has rcduccd thc cize ofthe site to 40'x 25' as coruparcd with thc original 75'X 25'sits.
Thc surveyor for PSCo has sot caps marking tha comcrs of tbc proposod rcgulator site. Sincc this move
was based on lhe shffs rscosw!€ndstion, you may wish to visit the site and dctetmine if the new sirc is
accepEble to thc Town of Vail.
P. 02
0cT-23-2002 HED 03100 Pt{
AlMorganfield
LONEruEo 3032338oENEROYFAX NO.787 P. 03
At this titn€ PSCo is miting forthe sccond rcading of the proposcd tcxt ancfldmcnt to the Vait ToffrCodc allowingpublic utilities and public service u;g b be e d;airioal.uee i' G ourdoor Rcortation
1T"'t5t:--u.1qTla, !ly, this delay could lead to rdditional prolturu associrrco wirt ttie proi.* ttncnuoD€4 whrl€ conducting our initial sile inrycctiotrs, PSco war accommodating in 'waiting to:gtt"ltc o.'pera[ms on this pipelinc until ttrc golf scasm was over. By oxteortng tlrd drrc futilNovember 6\ tbc sccoad t adtle wcallrcr conai]tions rnay detcrioratc oausing morc <tamagcs to thcT*T tt} aticipaed. Psco has cmtrapbd thc scrvices of a Ncw Mcxid coracts,-sruranrnaConsfuction Company, for this projecl The creu, is on site and ready to procccd with ttla instrilation of
9t Tqo.ty-p,p.lines' Thcsa itonrs arc raised in an effon to urd*ril'*in sll of you to sp666 up thcinstrllation of this facility,
In light of ths favorablo r€sPo-ns€ we_ rcceiv.cd at the public hcarings, is therc my way tbat psCo coutd
1*ume thc YL o-r rmving fonvard on tris pmjcci wtrlle indfrni$ing rr," io*n of Vail and alldcpartnents tom damagos by our actions?
I havc hetd therc arc certain rcas that PSCo crn strt workhg on (i.e. Sunbwst Drive, ore bike pu1 andon the existine PSCo Easemqrt alorg thc I-70 &onngc roed). I would grcatly appreciatc v"* airG"g
*jfi."._T 1,19" 3;yetl u.,oxrEnded !o move fonafr on rhis proiect iilt a'irffi.- nop"fuuy alt of oruGltorrc will ultirbatcly Provid€ tbc nocecea4r nah.ral gas scrvicc to thc rcridents ir nqrf vait in e tinrtynainer.
Thank pu for all ofyour assiabocc in tbis mrtb. Plcssc foel frpe to cmtsct mc at l03-zl3{700 shoutdyou havc any ideas ot solutions. orrce again, timc is ofthc osscnce.
FAI{ NO,1B'l P, 04
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0cT-23-2002 lfED 03101
, OeG-23-O2 lO:BtA
ENERGY
JDU, il\U.
P.O, Box ll53
Mcskcr, CO 81641
Phono (n0'sxe-5292 Fu(90)878.5392
LEGAL DESCnIPTION
(EAST VAIL ME'IBR STATION)
A PARCtriL OF IATiID LYING IN SECTION 3, TOWNST{P 5 SOIIT}L
NENOC SO WBST OF TIIE 6TH P.M.. EAOI.E @IJNTY. COLORADO, DEING
MORE PARTICULARLY DESCRIBEU A$ FOUJ)WS;
COMMINCING AT IIIB SOUTIITPEST CDRNER OII SAID SECTTON 3' WHENCE
THE NORTHWEST CORNER OF LOT 14 VAIL VALLEY TTTTRD IIILINC BEARS
s0t4t'S3'8, 474.n FEEr AI.ID WtENcE THB NoR'IIIEAST CoRNDR OF IrlT 15
OF S/\TD VAIL VALI.EY THIRD FIUNC BEARSI 826I20'OTE,69t.5I FEET;
TI{ENCE N54o50'57t, S66.33 FEET TO A FoINT ON THE SOUTH BOw
(Rrclil-or-wA1) LINE OF INIEruilATB HIOHWAY NO- I-70' sAtD POINT
BEING THB TRT'E F(INT OF BEGINNING;
TITENCU N?3O43'36I8. AIONG IIAID SOUTH ROW LTNB. 4II'OO trET;
TIIENCE Sl dl 6'24T. 25.00 FEBTI
THENCE S?3c43'38W, {{t.$ SIET;
THENCE NI6OI6'24ry, 25.00 FEET TO TI{E TRUE TOINT OF BEGINNING.
(DNTAININC O.M ACRES MORE OR LESS.
LSIETREEoPt{FAl| NO.303233878?o P. 05
P.03
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FAXCOVERSHEEI'
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We arc ransmiting 5 pages (including coverpage)
q)iFIDE{TIAUIY NOIICE; Tbir tnsr gr b itrt ndcd olrly br trc ssc of Irc indivirhd cr iljity rtrdgn&d rbovo, b
confidor rrl lc mry oooui! itrfomutior tlrt is lcgrly pdvllecd or crcr[pt fiom di*loclE [ad.r ryplic$lc l|l[. ne|!o rorn tycorurFn|l{a rlc mrt oooul|r rruonnruo[ rlrr 18 Eglty prtvltr4p{ 0r clEr[d r|ml 4ircloclE ||ad.r ryplic|Dla l|l[. Fl9r!0 ttorn ty
nril itttccivsrl reoidontly, lfyou hrvo ary prothd|r os qusthns rfrI|llng thb tuumhrt. plE|lc c.lt 301-231-t7m. Thr|t Yo|t,
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303-233-87E7 tqr
0cT-23-2002 l,lED 03:00 Pll LONEruEo FAI( N0, 3032338787 P, 0l
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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: wwwci.vail.co.us
Project Name: Public Service Company DRB Number: DRB020321
Project Description:
Construct an above ground natural gas regulator station and a 4 inch buried natural gas
pipeline.
Participants:
OWNER TOWN OF VAIL 09lL7l20OZ Phonel
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL CO 81657
Licens€l
APPUCANT Public Service Company Ot C&9/I712002 Phone: 303'571-7454
1225 17th Stree
Denver, CO
80202
License:
Project Address= L278 VAIL VALLEY DR VAIL Location: Gas line through golf course
Legal DescripUon: Lot: Block Subdivision: Unplatted
Parcel Number: 210108114002
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApproval:LllIZlZo02
Conditions:
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Torrtn of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not consUtute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005670
The applicant shall replace any trees that are removed durirg the installation of
the gas line with trees of the same species and caliper size, prior to the issuance
of a ceftificate of occupancy for the natural gas regulator station.
Cond: CON0005671
The applicant shall plant a minimum of six shrubs, of a species appropriate for the
Vail climate, to visually screen the natural gas regulator station prior, to the
O
issuance of a certificate of occupancy.
Planner: Bill Gibson DRB Fee Paid: 3650.00
l'
T0l'l,tV
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81557
tel: 970.479.2139 tax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application' Please
refer to the submittal requirements for the particular approval that is requested' An application for Design Review
cannot be accepted until all required information is received by the Community Development Department'. The
pqect may also need to o. t iiu*uO by the Town Cruncil and/or the Planning and Environmental Commission'
Design review approval lapaes unless a building permit is'issued and construction commences within
one year of the aPProval.
Construction of a Regulator Station to allDescription of the Request:
be distributed to the East Vail
Location ofthe ProPosal: Lot:Block:Subdivision:
Physical Address:
Parcel No.: 2101-081-14-oo2 (Contact Eagle @' Assessor at 970-328-8640 for parcel no')
Name of Applicant:
$s0
No Fee
$6s0
$300
$2s0
$20
tr
tr
Name(s) of Owner(s):
Mailing Address: 7 5
Owner(s) Signature(s):
Mailing Address: 1225 17th Street. Denver, Colorado 8o?'o2
Phone: (3o3) 571-7454
Fax: (303) 571-7877E-mail Address; Al}lo rganf ie l-d0Xc e lene r gv .
com
Type of Review and Fee:
tr Signs
fl Conceptual Review
El New Constructiontr Addition
tr Minor Alteration
(multi-familY/commercial)
Minor Alteration
(sing le-family/du Plex)
Changes to ApProved Plans
Separation Request
retaining walls, etc.
$20 For revisions to Plans
Design Review Board.
No Fee
p,4 f*.? ('z)6bz-zffG
Plus $1.00 per square foot of total sign area'
For consffuction of a new building or demo/rebuild' hA .?t?.-. 8787
For an addition where square footage is added to
'lny
resEent|al or
commerciat building (includes 250 additions & interior conversions)'
ior minor changes to buildings and site improvements, such as'
rai*nng, paiiting, window additions, landscaping, fences and
retaining walls, etc'
noi min6r cnanges to buildings and site improvements, such as'
rerooRng, pairiting, window additions, landscaping, fences and
Qzo) 277- 8656 u/|.
already approved by Planning Staff or the
fl'.lr dillt)" n
Got) Iit - ,'le cKt"'
For Office Ugr onlY:
Fee Paid: (c(O.t" Check No.:
ffic0 $EP l6 ?002
Buildino Materials
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notesl
PROPOSED MATERIALS
Tvpe of Material
30 year Archi tectural
Grade Asphalt Shingles
Color
Grey
Stucco Tan
Real Stone River Rock
Wood Dark Brown
I{ood Dark Brown
N/A
N/A
Hetal Dark Brown
I{o od Dark Brown
Hand or Deck Rails N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Wall vents - Metal Brown
Please specify the manufacturer's name, the color name and number and attach a color chip,
Page 6 of 12102107102
PROPOSED LANDSCAPING
Botanical Name Common Name Ouantity Slze
PROPOSED TREES
AND SHRUBS
EXISTING TREES
N/A
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - z" caliper
Coniferous Trees - 6,in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
SOD
SEED
IRRIGATION N/A
TYPE OF EROSION CONTROL N/;
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
Golf course specs. Entire disturbed area
Golf Course Specs. Entire disturbed area
Page 7 of l2l02/071O2
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TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2138
APPLICANT
OWNER
CONTRACTOR
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
ADD/ALT COMM BUrLD PERMT Permit
VUtl7fl- , ,
| '^"t
of n:
ALL TIMES
#: 896-0013
Job Address: 1278 VAIL VALLEY DR
Location... : GOLF MAINTANENCE SHOP
Parcel No.. : 2101-081-14-002
Project No. : PRJ96-0008
MENDEL_ALLI SON CONSTRUCTION
vArL GOLF MATNTENANCE/TOV
75 S FRONTAGE RD, VAIL CO 81657
MENDEL_ALLI SON CONSTRUCTION
POB 2L-746, AVON CO 81620
Status. . .
Applied..
Issued. . .
Expires. .
Phone: 9708450466
Description:
DEMO AND REBUILD SHOP 5541 SQ FT
Type Construction: V N
Type Occupancy:
Valuation:
Fireplace Informat ion: Restri cted:
629 ,300
fof 6as App Ii anccs:
Bui Lding-----> 2,850.00 Restuarant Ptan RevieH->
Ptan Check---) 1,859.00 DRB Fee---------
TOV/Comm' Dev'
";,;^ Deoosit RefundClean-utP Dep
amount
date
Add Sq Ft: 5541
tof Gas Logs:fol Hood/Pa L tet:
Recreation Fee---------->
.00
400.00
.00
Additionat Fees-------->
TotaI Pernit Fee-------->
.00
5,872. 00
5,872.00
.00
lnvestigation>
tli l. I Ca t L---->
.00
3.00 PaYments-------
TOTAL IEES----_5,872.00 BALANCE DUE----
ffirffirfffi ffi*ffi*ffi*tr}lffiffi.
Item: 05100 BUILDING DEPARIS.IENT Dept: BUILDING Division:02/14/1996 DAt{ Action: NOTE DAN STANEK08'/22'/7996 DAlt Action: APPRia6ma'oseoo pleNllrne onPenruENt Dept: PLANNTNG Division:02/L4l1996 DAN Action: NOTE RUSS FOREST -
08,/2O,/I996 RUSSELL ACtiON: APPR,/2O'/I996 RUSSELL ACtiON: APPR.em:. 05600 FIRE DEPARTMENT DEPT: FIRE/L4/L996 DDlt Action: NOTE MIKE MCGEE'/2L'/!22Q-JEqE_A_ -_49!lon3 APPR Fire dept g.ppFovef__
rt6m:'05600 rrnE DepenrMeNr Dept: FIRE Division:O2/L4l1996 DAN Action: NOTE MIKE MCGEE08'/2L'/!996 JEFF A Action3 APPR Fire dept approvaLIt6M:'O55OO PUBEIC WORKS ' D'bbI: PUB WORK DiViSiON:02/L4/L996 DpN Action: NOTE GREG HALL08'/26'/L996 LARRY_P Acrion: AppR SEE CONDITTONS
occupancy: H4/82 Hazardous Materials w/apptAVgd
Type v Non-Rated
t*lt***lrffir#*ffi* FEE SUt'lllARY lnffi(****tH(ffirrlrr*ffitt
TotaI catcutated Fecs---> 5,E72.00
#ffrffi
See Page 2 of this Document for any conditions that nay apply to this permit.
DECLARATIONS
I hereby acknoytedge that I havc read this apptication, fil,t!d out in ful,t the jnformation requi red, conpteted an accurate ptot
p[an, and state that all thc information provided as required is correct. I agree to conpty t{ith thc information and pl.ot ptan,
to compty with atl Toun ordinlnces and state [avs, and to buil,d this structurc according to the Town's zoning and suMivision
codes, design revieu approved, Uniforn Buitdjng Code and other ordinBnccs of the Town appticabte ther?to.
REOUESTS FOR INSPECITONS SIIALL BE I,IADE TIIENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AI 479-?13E OR AT OUR OTFICE FROI'I 8:OO AII 5:OO PI.I
ISSUED
02/t4 /tee6
08 /26 /tee602/22/tee7
v
send ctean-up Deposit To: I'IENDALL-ALLISoN
********************************************************************************
CONDITIONSperrnit #: 896-0013 as of 08/26/96 Status: ISSUED
* * **** * * * ** * ***** ** * ** * * *** ** t * * * ** * * * * ** * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * ** ** * * * * *
Permit Type: ADD/ALT coMM BUrLD PERMT
APP]-iCANT : MENDEL-ALLISON CONSTRUCTION
Applied: 02/La/1996
Issued z 08/26/I996
To Expire t 02/22/1997
Job Address:
Location: GOLF MAINTANENCE SHOP
Parcel No: 2101-081-14-002
Description:
DEMO AT.ID REBUILD SHOP 5541 SQ FT
Conditions:1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3. Fence must be replace with a slated cedar fence prior to Tco
4. Remove the T-111 on the earth shelder and use cedar 1by 6 c
hannle lap to be staned the sam as the main building prior t
o TCO5. F]RE SPRINKLER SYSTEM IS REQUIRED AND NEEDS TO BE APPROVED
BY TOWN OF VAIL FIRE DEPARTMENT.
6. ACCESSIBIL]TY TO COMFORM TO CHAPTER 11 AND APPENDIX CHAPTER
11 0F THE 1.994 UBC.
7. GRADING INCOMPLETE AT THE TIME OF PERMIT. CONTRACTOR NEEDS
TO BE AWARE THET IF THE DISTURBBD SITE GRAD]NG EXCEEDS 2: ].
MORE RETAINING WALLS WILL NEED TO BE INSTALLED
8. CONTRACTOR MUST COME IN FOR A SEPARATE ROAD CUT PERMIT. A
BOND WILL BE REQUIRED
9. NO PLI'MBING,MECH OR ELECTRICAL WORK CAN BE STARTED UNTIL
PLT'MBING,MECH AND ELECTRICAL PERM]TS HAVE BEEN OBTAINED
**************************
TOWN oF VAIL, COLORADO
o
**********
Statennt
o
****************************
****************************************************************
Statemnt Nurnber: REC-0190 Amountz 4t372.00 08/26/96 12204
Payment Method: CK Notation: #3437 Init: DS
895-0013 Type: A-COMM ADD/ALT COMM BUILD P
2101-0 81-1 4-002
1278 VAIL VALLEY DR
GOLF MAINTANENCE SHOP
Total Fees:
4,3'72.00 Total ALL Pnts:
Bal.ance:
Description
BUILDING PERMIT FEES
DESIGN REVIEW FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
WILL CALL INSPECTION FEE
*****r.**********************************************************
Permit No:
Parcel No:
Site Address:
Location:
This Payment
Account Code
01 0000 41310
01 0000 41331
01 0000 4L332
01 0000 22002
01 0000 41336
5,872.00
5 t872.oo.00
Amount
2,860.00
400 .00
359.00
750.00
3.00
lf-::'iff :, ;i.:il, [T::',*::iT:effi oF vArL coNsrRucrroonO
IIPARCEL' /l: cr tu Pln<TtrD pERMTT AppLrcATroN F'RMI Secxtc>rt q t s.tuxsuiL T *,nt+ DATE: 2 -14-46(L*rrcre- & c.c.., trsf
PERI-IIT #
, APPLICATLON MUSI BE FITIAD OUtr COMPT.ETELY OR rT t'tAy NOT BE ACCEPTEDU !. to 1-sg I 't4-ooz
Il * ***f* ** ** ** * * ******** ******* PER!'tfT fNFORI.IATION *****************************/l.. ,[f]-Building [ ]-Plumbing [ ]-Electrical. [ ]-Mechanibal [ ]-otherVF,\L Qd-F C.^rtPdE . ,Job Nane: lV 1|'{Tl-f{Ain{cE Job Addre =r, l?n g V xtu\lx-tzv I)p-tVe.
Legal oescription: r.ot Brock rilins suBprvrsroNr.-T
owners Nane: Vx,r7o *: & Qzirrrmtlilt"ElW pn.4tq-zztzowners *" 2' -?1TaffitNl'ff#*trd*%
Architect: Ft rfraa Apca+rrrc-rS iAdrisJ: p,a, g-* A4 l tlai- C.,Etz-p6-'/(7-Afoz
P*gr=i1-, DA4.u rTtciN
^General Description: 4 Re- B,:ir- O Dc-.-,> Errfiro^ ?)O S<€, AoD,-n;
work crass: [ ]-Ner{'fi-ora"ration X-aaeitionur'i 11n"p.i" [ ]-other
Number of Dwelling Units:+Nunber of Acconmodation Units: -+
€4? -9/oZ
.<-&- cas t"ogs-€- wood/pellet.fi
Electrical Contractor:
Address:
Plumbing Contract.or:
Address:
Mechanical Contractor:
Address:
********************************FOR
BUILDING PERMIT FEE:
PLUMBING PER}TTT FEE:
I'TECHANICAL PERMIT FEE:
ELECTRICAI., FEE:
OTHER TYPE OF FEE:
DRB FEE:
ttri. w * * * * * VALUATIONS * * * * * * * * * * * * * * * ** * * * * * it * * * * * * * * * *
Town o-f Vail Reg. no,o?4f-f
Phone Number:
Town of v-ail Reg. NO. .tfZ*t?Phone Nunber:
oFrrcE usE *******************************
BUfLDfNG PLAN CHE.K FEE: lrEiM s
PLUI'{BTNG PI,AN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
RECREATTON FEE:
CI,,EAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUTLDTNG:
SIGNATUREs
ZONING:
SIGNATURE:
CLEAN I'P DEP.OSIT REFIIND TO:Nar (a.-->e-T4r.L.cr.F
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KRM .'*=LTLTANTS, rNG.
\
stnuctunal engineer-ing and design
November 9, 1995
Mr. Russell Forrest
Senior Environmental Policv Planner
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
Re: Vail Golf Course lvlaintenance Facility
Job Number 95V2-I2
The location and orientation of the addition to the maintenance facility will obstruct a future Blue
Zpne avalanche and will serve to protect the two properties directly to the north. The site
design will mitigate a future Blue Zone avalanche runout at the east end of the building by
containing the snow in the retaining walls at the parking area.
The buried bunkers to the south will no longer contain any hazardous materials. The pre-
engineered E.P. Containment System structure has been relocated according to tlrc sit€ plan in
the submital drawings.
The design requirements for mitigating the Blue Zone avalanche have been incorporated into the
building structure. The new south walls have been structurally designed to withstand a lateral
pressure of 110 pounds per square foot.
Sincerely, i
KRM Consultants, Inc.
Structural Engineering and Design
-==*$h-tet
%#,-N
V';"ttl'f Bl/(l.HJ'q
Kimberly R. McGhee, P.E.
CO 41658 . (3031
^.
P.O. Etox 4572 - Vail.
Town of Vail
25 SouLh Frontage Road
VaiL, colorado 81557
(303) 479 -2138
Plan review based on
bhe 1991 Uniforn Building Code
# SHEET IDENTIFICATION CORRECTION REQUIRED
1 Provide drains and overflow drains or scuppers' --
Project Number: 0215 9 5
Address: 1278 VAIL, VALLEY DR
Contractor 3 MENDEL-AL,LISON
Architect : FISHER ARCHITECTS
Engineer:KIM MCGHEE
.'
5 E' L/ n'.4
4 B-L/B-2
I
,
Name : VAIL GOLF MAINTENANCE
Date: February 1
OecupancY:81,H4,82
Type of Const: V-N
Plans Examiner: DAN STANEK
11
Section 3207 '
Provide an attic access (22X30 rnin) to each attic
area. - - sec. 3205. (a)
This is required to be a t hour assenrbly since it
is an occupancy separation' -- Table 5-B & sec'
503. (c)
This is required to be a t hour assenbly since it
is in an occupancy separation wall ' -- Sec' 503' (c)
Provide details (eonstruction and location) of
draftstops in the attic. -- sec' 2515' (f)4'B
Provide a landing on both sides of door' Note! The
"t.p a size requirements. -- section 3304' (i) & (j)
Note: ManualIy operated edge or surface-nounted
fLush bolts aie prohibited. -- sec' 3304' (c)
Provide handicap access to the building' -- Chapler
31 as per 1993 Accunalative SupPlement to the UBC'
One drinking fountain is required to have a spout
within 36 inehes of the floor and up-front hand
operated controls. -- ANSI A117'1 Sec' 4'15'2 &
4 . 15.4
At least one toilet for each sex is required !o
conply with the handicap requirements' -- ANSI
A117 . 1
The required clear area in fron! of the water
closet is not' provided in this toilet room' - - ANSI
A117.1 Sec.4.16.2 & Fig. 28
Provide a 48 inch cLear access widlh to the
handicap conpartment. -- ANSI All?'1 Sec' 4'17'3 &
Fis. 30
!4
13
I4
15
Provide the required 30 X 48 inch clear spaee in
ir""i oe one uiinal . -- ANSI A117'1 sec' 4'18'
Provide the required 29 inch heiqht' 30 inch clear
"iatft, & 1? in;h clear ilepth under at least one
i;;;;.t. -- ANsr All?.1 sec' 4'1e'2 & pis' 31
Provicle at least one mirror with the bottom within
aO-ii.fr." of the fLoor' -- ANSI A11?'1 Sec' 4'19'5
crab bars need to be shorr'n on the plans that cornply
riirr ensr All?.1 sec. 4 .16'4, 4'L7 '6' & 4'24
Provide a floor drain in the garage or. slope the
;;;.;; fioor' rf floor drain is used it rnusL
"onnecC Lo a dry well or a sand and g'rease
i-nterceptor. Any garage floor drain connected to
sewer must be approved by Upper Eagle Val1ey water
& Sanitation.
For heating or hot-!'ater supply boiler . aPpl ications
"-ifoot driin shaIl be supplied for suitable
disposing of accumulated fluids' LII{C 2119
In bathrooros with a lub or shower and in laundry
rooms a rnechanical venlilation syslem directly
connected to the outside shaLl be provid'ed' UBC
1205 (c)
Provide a mechanical drawing showinq basic design
or hydronic syslem or duct system. size of
equilment (BTU & actual volune size) ' size of
mechanical room, and size of combustion air to be
supplied equiPment.
Any structure proposed to be built or remodeled on
. "l-op. exceeding 30* or in an avalanche or
hazar-dous roekfall area wilL require an engineered
structural design stamped and signed by the
sirucLural engineer.
A fire sprinker systeln is required and j-s required
By the Town of Vail Fire Department
A soils report rs required before any footings will
Inspecbed and approved by fhe Town of VAil '
IO
19
2t
zt
NoTE:The cod'e items listed in this report are not intended to
fi"tf"S of all possible code reguirenents in the 1991 UBc' It
selected sections of the eode'
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION- flOnfff Properly line 41'0 FeeL 41'0 Feet
EASII eroperty line 77 ' 0 Feet 77 ' 0 Feet
ioutrf property :.ine ?4.0 Feet ?4 ' 0 Feet
WEST Pub1ic way 103'0 Feet 92'0 Feet
Area increased 100.00% for open area on 4 sides'
Project Nurnber: 02t596
Address: 1278 VAIL VALLEY DR
Contractor : MENDEL-ALL,ISoN
Architect : FISHER ARCHITECTS
Engineer: KIM MCGHEE
Town of Vail
25 South Frontage Road
Vail, Colorado 81557
(303) 479 -2138
Plan analysis based on
the 1991 Uniform Building Code
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
Nane: VAII-, GOLF MAINTENANCE
Date: March 27, L996
OccupancY: H4,B2,Bt
Type of Const: V-N
Plans Examiner: DAN STANEK
be a comPlete
is a guide to
59 15000 0. 00 ok
347 15000 0.02 ok
2tt 15000 0.01 ok
902 15000 0.05 ok
2773 10200 0.27 ok
237 16000 0.01 ok
L27 15000 0.01 ok
62 16000 0 ' 00 ok
297 10200 0. 03 ok
t624 10200 0. 15 ok
2I4 15000 0.01 ok
543 15000 0.03 ok
7396 rL757 0.53 ok
7396 1L757 0.53 ok
SOUTH WEST
BRG NON-BRG OPNG BRG NON'BRG OPNG
WALL WALI., PROT WALL WALL PROT
Ohr Ohr None Ohr Ohr None
Ohr Ohr None Ohr Ohr None
Ohr Ohr None Ohr Ohr None
FL, NAME OCC MAX FLR AREA ALLOWED RATIO STATUS
1 AIR LOCK 82
1 EMPLOYEE LOIJNGE 82
1 SUPER OFFICE 82
1 CARTWASH B].
1 EQUIPMENT STORAGE H4
1 SIGN SHOP 82
1 MECHANICS OFFICE 82
1 PARTS ROOM 82
1 WELDING SHOP H4
1 REPAIR GARAGE H4
1 RESTROOMS 82
1 HAIJIJWAY S 82
TOTAI, FOR FLOOR
BUILDING TOTAL
The actual heig'hL of this building is 18'0 feeE'
it" *"xin,. heiqht of the build'ing is 40'0 feeE' -- Table 5-D
EXTERIOR WAI,I, FIRE R}TINGS AND OPENING PROTECTION
Table 17-A & Table 5-A
Exterior waI1 ratings for H-occupancies are based on Table 9-C
NORTH EAST
OCC BRG NON.BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT
H4 Ohr ohr None ohr ohr None
82 Ohr ohr None ohr Ohr None
81 ohr ohr None Ohr ohr None
None -- No fire protection requirernents for openings'
Pro! -- Openings .t.'to-i" piot"ttta r"tith 3/4 hr fire assemblies' 50* of the
area of the wall t"*i^" '- Sec' 504' (b) & Sec'2203' & Table 5-A
Maximurn single "l"io* "itt is 84 sq'ft with no dinrension
qi;"c"t lhan 12 feet. -- Sec' 4305' (h)
No; - - openings are no! pernitted in this wall'
* -- These walls ^.v l^" required to have a parapet wa11-30 inctres
above the roofing.'rit. ptitptt waLl is required to have the sane
fire rating as the *"if. stl section 1?10' for details and excepeions'
OTHER BUII,DING EI,EMENTS
EI.,EI{ENT MATERIAI'
Interior Bearing walI AnY
Interior nonbrg wall AnY
Structural Frame AnY
Exterior sbruct Frame AnY
Floor/ceiling Assenltly AnY
Roof/Ceiling Assernbly AnY
stairs AnY
EXIT REQUIREMEMS:
FL NAME OCCUPANT
LOAD
Table 17 -A
RATING NOTES
0hr0hr0hr
0hr0hr
None
See footnote *1
see Footnote *18
FOOTNOTES r
1)Elementsinanexteriorwalllocatedwhereopeningsarenot'permit't'edor
where protectior,
-oi-openinqs is required' shal l- be protected againsE
exLernal tire exposut'. i" i"q"ited for exterior bearing' walls or Ehe
strucEural frame, whichever is greater' -- Table 17-A' foobnote 1
9) In areas with vehicles or airplanes, the floor surface shall be of
noncombustible. nonabsorbent rniterials' -- sec' ?02'(c) & 902' (b)
18) In areas conlaining hazaradous materiats' the floor surface shatl be of
nonconbustible, lieuid-tiqhr construction' -- sec' 902' (b)
DRAFT STOPS:
Ifthereiscornbustibleconstructionintheroof/ceilingassembty,drafe
stops shal1 be installed so that the area of concealed space d'oes noc
exceed3000squarefeetandsothatthehorizonlaldinensionbeEweenstops
does nog exceed 50 feet. -- Sec. 2515. (f)4.B. (iii)
OCCUPANCY SEPARATIONS -- Tab1e 5-B
H4.B2lhrofficeslessthan25tofnajorusedonotrequireaseparation. -- Sec. 503. (a) ex #2B
H4-81 thr
B2.Bllhrofficeslessthan25*ofmajorusedonotregurreaseparalion. -- sec' 503. (a) ex #28
ADDITIONAL SEPARATTONS
NUMBER EXIT PANIC RATED DOOR NOTES
REQUIRED WIDTH HDWR CORRIDOR SWING
1 AIR LOCK
1 EMPLOYEE LOIJNGE
1 SUPER OFFICE
1 CARTWASH
1 EQUIPMENT STORAGE
1 SIGN SHOP
1 MECHANICS OFFICE
1 PARTS ROOM
1 WELDINC SHOP
1 REPAIR GARAGE
1 RESTROOMS
1 HALITWAYS
TOTAIJ
1
z)
5
'lA
1
I
0
I
U
5
53
I
1
1
1
1
1
1
1
2
1
1
0.0 No
0.4 No
0.0 No
0,1 No
0.2 No
0.0 No
0.0 No
0.0 No
0.0 No
0.1 No
0.0 No
0.1 No
1.1 No
No
No
No
No
No
No
No
No
No
No
No
No
Yes
N/R
N/R
N/R
N/R
Out
N/R
N/R
N/R
Out
N/R
N/R
In areas where 2 exits are required' the ninimum separation Ls I/2 of the
maximum diagonal oi tt't "t"i ot floor' -- Sec' 3303'(c)
Exit signE are required from alL areas servinq an occupan! Load of 50 or more'
- - sec. 3314 ' (a)
poot "tins is based on Sec' 3304' (b) except as noted'
occupanE ioad is based on Table 33-A'
N"tb;; of exits is based on Table 33-A except as noted'
ixits width is in feet and based on sec' 3303' (b) '
ExiE width is to b; ei;ided approximatelv equarlv T:"lrexiEs'
Width shown for aLt areas is based on other exrEs ' tu'z'
Width shown r"t i"l iioor is based on oLher exits' (0'2)'
Width shown for other floors & basements is based on stairways' (0'3)
For the minimum width of doors' see sec' 3304' (f)
For the minimurn width of corridors' see Sec' 3305' (b)
For the minimum width of stairways' see Sec' 3305' (b)
FOOTNOTES :gl fit. nurnber of exits is based on Sec' 3319'
HANDICAPPED ACCESS:
1) Handicapped' access is required to at least one primary enlrance
to this builcling- -- Sec. 3103' (a) & (b)3
Zf if " t"tp is use,f, for handieapped access' the max slope rs
LzL2. ' - sec 3307. (c)
provide a landing wiitrin 1 inch (1/2 inch at doors used for handicappeil- access) of the threshold. -- sec' 3304'(i)
Theminimunwidthissalneasdoorwidthandtheninimumlengthis44inches.-- Sec. 3304. (j)
The maximum travel distance in this buiLdinq is 150 feet'
-- sec. 3303. (d)
ROOFING REQUIREMENTS:
i) rfr" tooiirrq on this building is required to be class B or beLter'
-- Table 32 -A
2) See section 3204. and IcBo research reports for requirements'
sprinkler system is required. -- Sec' 3802' (b)
An automaEic sprinkfer systern is reguired in an H4 occupancy more than
3000 square feet. -- sec. 3802. (f)2.
If there are 100 or nore sprinklers, the automatic sprinkler systen shal'l be
superviseil by an approved central , proprietary' or remote station service
or a local atarm which will give an audible signal at a constantly
AUTOMATIC SPRINKLER SYSTEI,IS:
If openinqs are not Provided in
floor area more than 75 feet
each 50 feet of exterior wal1 or lhere is
fron an exterj.or opening, an autonatic
-- Table 38 -A
attended location. -- Sec. 3803.
STANDPIPE REQUIREMENTS :
There is no requirement for a standpipe'
A hose is not required. -- Table 38'A
FOOTNOTES:
1) The location is to be Per
WALL AND CEILING FINISH:
Sec. 3805. (c).(cl).ancl/or(e)
1) wal1 and ceilinq finish materiaLs
sec. 4204. (a) and Table 42-B.
ale requireit to comPlY with
2) carpeting on the ceiling is requireil to have a Class I flane
spread rating. -- Sec. 4204. (b)
3) Textil,e wal1 coverings sha1l have class I flane spread ratinE'
and shal1 be protected by autornatic sprinklera or rneet bhe
acceptance criteria of U.e'C. Standard No' 42-2 -- Sec' 4205'
INSULATION NOTES:
1) All insulation material including facinqs are required to have
spread ratingi or zi-oi-re""-""a i naximurn smoke densiEy of 450
it is in a concealld-"p""t and the facing is in contact with a
ceiLing. -- Sec. 1714' (c) exc'#2
2) ;;; piastic insulalions are required to be protected' -- sec'
GLAZING REQUIREMENTS:
All glazinq in hazardous locations is required to be of safety
glazing naterial . -- sec. 5405' (d)
a fl ane -
unl.ess
walI or
1713.
Devices generating a glow or flame are
the f1oor. -- Sec. 908'
A ventil-atioD system that exhausts 1'0 cfm
An exhaust pipe ls al6o required ag
9 05. (c)
For 81 occupancy
Devices generating a glow or f1a:ne are reguired to be 18 inches above
ADDITIONAIJ REQUIREMENTS :
For H4 occupancY
If requireit bY the Fire code.
shall. be Provided' --
Snroke and heat venting shall
Code. -- Sec. 902. (f)
lhe floor- -- Sec. 708'
The minimurn clear height is required
Parking garages require a ventilatlon
per sq.ft' of floor area' '-
HANDICAPPED RIQUIREMENTS :
NOTE: Section nunibers listed below are
4.25 .4
4) A canEilevered unit
27 inches hiqh, 30
5) A clear area of 30
area is required to
unit and for a side
spi1l control, drainage, & containment
slc.902.(c), (d), & (e)
be proviiteil as set forth in the Fire
required !o be 18 inches above
per sq.ft. of floor area'
each stall. -- Sec '
to be 7 fee!. '- Sec. 709. (c)5'
system tha! exhausts 1'5 cfm
sec. 7 05. (b) 2 .
from ANSI A117.1 - 1985
WATER FOUNTAINS :
1) One must have a spout within 35 inches of the floor' -- ses' 4'L5'2
2i spout must be at ihe front of the unit' -- sec' 4'15'3
3) Controls must be at or near the front of the unit' -- Sec' 4'15'4 &
is required to provide a clear area under the unit of
inches-wiae, anA 17 inches deep' -- Sec' 4'15'5 (1)
X 48 inches is required at the fountain' The clear
provide for a forward approach wiEh a-cantilevered-.ppto..it otherwise. -- Sec. 4.15'5 & Fiq'27 b'c'd
TOILET FACILITIES:
1) A 5' diameter unobstructed turninq space is
-- sec. 4.2.3 & Fiq'. 3(a)
2) When water closet is not in a compartment'
a) 48 inches wide by 56 inches deep with a
requireii in the toilet room'
the clear area required is:
side apProach.
-- Sec. 4.L6.2 & Fiq. 28
b) 48 inches wide by 56 inches deep with a front approach'
-- Sec. 4.L5.2 & Fig. 28
c) 50 inches wide by 55 inches deep with both approaches'
- - Sec. 4.16.2 & Fiq. 28
d) side bar is requiree to start within 12 i'nches of the back wa1l and
extend to 54 inches frorn the back walt' -- Sec' 4'15'4 & Fig' 29
The rear bar is required to be 35 inches lonqf' -: Fiq: 29
3) When water closet is in a compartment, the area lequrred as:
a) 55 inches aeep by 50 inch-es wide with a grab bar at che back anil one
at the side. Door is at front or side' -- FiS' 30(a) or
b) 56 inches deep by 35 or 48 inches wide with grab bars on both sides
and door at front. -- Fig. 30(b)
dl) If a floor mounted water closet is used' the depth dimension
Ehown above ^t"i-ut increased 3 inches' -- Fis' 30(a) & (b)
e) side bara are;;s;ir;-l;-"t"rr *iiirio tz itr"t"r of bhe back vtal1 and
exlend to 54 i;;i;" fto* the back wall' -- Fig' ?'55a t 7'55b
The rear bar is required to start within 6 inches of the side wall
and be 35 inches long' -- Pig' 30(a)
4) The bars are to l.-i:-io-35 inches above the floor' " Fiq' 29(a)' (b) e
Fiq. 30 (c) , (d)
The top of the sea! on Che water closet is requirecl to be 17 to 19 inches
J""" i.ft" f toor- - - Fig- 29 (b) & Fis' 30 (d)
Urinal.E are required t; be stall tltpe or have an elongated rim and be
within 1? inches of tfre itoot. -- sl"' 4't8'2 e Fiq' 29(c)
i
A clear area of 30 x ;8 i;;h;" is required in front of the urinal'
s)
5)
7l
8)
-- Sec.4.18.3
Accessible lavatorles shall provide a clear area under the lavatory of
31
required in front of the lavatory'29 inches. -- sec. 4.L9.2.1 & Fig'
A clear area of 30 X 48 inches is9)
10)
-- Sec. 4.19.3 & Fiq. 32
The bottom of mirror iI required to be within 40 inches of the floor'
-- Sec. 4.19.6 & Fiq. 31
Augf:EO-96 OZ: E'SP lvlcndel -A] I lson Con.st-Avon 97(J Ei C'21€i5a.to
PIIONE:
FAX:
P. c':.
MENDEL-A LLISON CONSTRUCTION
13? BENCHMARK ROAI)
P.O. BOX 2l-746
(970) t45-0466
(e70) 845-0465
AVON, COLORADO
FAX COVER SHEET
O: Dan Stanek
OMPANY: Town of Vall
FN( #: 479'2462
FROM: ChristoPher Evans
RE: Vail Golf Couree Malntenance Facility
DATE: 20.Aug-96
AGES:'l (includlns this
Per your conversrtlon wilh Tim Kehoe of Shepherd
permittin0 -qihcnntrac{ors for the above pmiec't.
Rcsources, here is a list and dollar amount of the major
Generst contractor: Mrndel-Allison crrnslrucllon, |rc. (license 33&B) value: slt00'000'
Elcclriaal: EC Elcotdc volue: S50,E0O'
Thenks,
I
lChris Evans
lFlrc sprinhler*. AFG/Mesa valuc: S24'423'
lllce,nenrcat & plumDlng: Comtnetuiul Design Enginccrlng valuc: $79'500'
I
i.r*l SpOkO Wilh Mlke MCGee with rEgards tO thls proj€ct. He rjr'rcsrr'l arrticipate atly pleblcms on hic cnd os
l|ong as we plan on submlttiqe snrln-tler shoO drawi.lgs and it uJill be a complet€ dry eystem' lwill being
lil;fti-*fih-t i,n egain on'i'fru-rsOiitoming, Itnlrc afe any quc$ions, or anvthirrs I cart ds to helP thc
!plpcess along, Please call.
PERMIT #
PERI'fIT APPLICATION FORM
DATEZ:2t-Jb,-'3 Q Wq6- ooo$
t APPLICATfON UUST BE FIr'rED OUf CoUpreTELy OR IT !!AY Nor BE AccEprED
X***************************** PERI{IT fNFORIIATJON ****************** ***********rl [ ]-Building g j-ptunbing I l-Erectrical lv{-uecnanibar 1 1-ot}.er f,?,
.ror Narne:{Elv 6OvF hVPSL Job Addrer*
Legal Description: Lot
Ohrners Name:Ph.
Block
Address:
Architect , hsrvg, Address: 4llg{- U,S, Hwr & , *{r0N ph.
ceneral Description:
Work Class: tuy'-Uew [ ]-AlteraXion W-Additional [ ]-Repair [ ]-other
Number of Dwelling Units:Number of Accommodation Units:
^ )pnber and Type of Firepl^aces: cas Appliances
ft * * * * * * * * * * * * * * * * . *.. lW P.;.9 / 5/";"uor-o""
v
Gas Logs_ I{oodlpellet
*********************************
Electrical
Address:
Contractor:
Plunbing Contractor:
Address:
** * * * ** * *** * * ** ******* *** *****!r*
BUTLDTNG PERI.!iT FEE:
PLUI'IBING PERMTT FEE:
!,IECHANICAL PERMTT FEE:
EIJCTRTCAL FEEs
OTHER TYPE OF FEE:
DRB FEE:
Town of Vail
Phone Nuurber:
Town of Vai]
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.
Reg. No.
Reg. NO.
roR oFFrcE usE **********.***********.*,t********
lrPE
RECREATIoN FEE: Stp ? 3 t
CI.,EAN-UP DEPOSIT:
TOTAL PERMfT FEES: ,,,. .j, .
BUTLDTNG:
SIGNATT'RE:
ZONTNG:
STGNAIIIRE:
P_LgIprNG prAlr ,guli;il iffii.',,MECITAIITCAL PI,AN'CHECK FEE:
CI.EA}I I'P DEPOSIT REPTIf,D TO:
tE-s: .:',,,,ii:.
75 .oulh front g! rcld
v!ll, coloredo 81657
(303) 479-21.38 ot 479-2L39
TO:
FROM:
DATE:
su&TECT:
ottlce ol cornmunlty developm.nl
ALL CONTRACTORS CURREMTLYL REGISTERED WIIIT TI|ETOWN OF VAIL
TOtfN oF VAIL PUBLIC IVORKS/COMMITNITY DEVELOPIIENT
!,'ARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn sunma4r' ordinance No. 5 states that it is unlawfur for anyperson to ritter, rrack or deposit ;;t;;ir]-rLi, sand, debrisor naterial, i":t:g1ln trast-r burnpsters, portable toitets andworknen vehicles. upon any street^, ;ie;;"ik; -Iir-Ev or pubticprace or anv portiin tt"i""i.--itrg rigtrt-of-way on ar] Town ofVail streetl ind.Ig"g= is afproiinately s ft. off pavement.This ordinance wirr. be striElrv--enforced by the Town of VailPubric works Deoartment. --p"r=lnl rouna .ri6riri'i this ordinancewirl be siven a-za houi *rit[;;";"Ii""-to-;;;;;:'="id nareriar.fn the event the person so notified.does not comply with thenotice within *:__r1 frour tjne-Jpecitied, the puific WorksDepartment wirr remove said urateii"i-ii:irr"'""ilire of personnotified' The orovisions-or-tirrs orainance shitl not beapplicabre to cbnstruction, -r.ini"tr.nge or repair projects ofany street or alley or any uiiijii", in the right_a_way.
_{o.5evi9w Ordinance.No. G in ful', please stop by the To}rn of:::i"3:il3i"g"Tf,i**:*"::""iiii" a copv. riani vou ror y-ur
(i.e. contractor, owner)
75 roulh trontrgr rord
Y!ll, colondo 81657(fi3'l 479-2138 ot 479-2L39 ottlcc of communlty d.yclopmqil
BUILDING PERIiIT ISSUANCE TIME FRAtrtE
If this permi.t requires a Town of vai] Fire Departnrent Approvar,Engineerrs (pubr ic ttlrl review .nJ
-ipi,"ouur,'
a irinnini'bepartmentreview or Heal th Departmint. review, -.ni'.-r.ui., Lv-iiil"iuii oi n9
3;riilH;.,h"lL: .'.i'uted time for a totar ;;;i;"-;";"Li!'i, r6ng
Al'l commercia'r ('raroe or smalr ) and al'l murti-family permits willhave to folrow ihe Sbove ilii6";J-*ximum requirements. Residentia.land sma'll projects shourd tar<e i-ieiilr"amount of time. However, ifresidenti'a'l or smalrer.projects i;il;i the various above mentioneddepartments with reoard' to-nii"siiiy-""u.i"", these projects maya'l so take the three weef perloa.
Every attempt will be nade by this departrnent to expedite thispenni t as soon as poss i b1 e. - sT PEtr I ('s r'rl
I' the
frame..
undersigned, understand the plan check procedure and time
v 6or* /o,rc*- lYl
Pro ject-Xalne
Cormuni ty Devel ooment Departrnent.
t
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9,1994
WHEN A "PUBLIC WAY PERMI.r'IS BEQUIRED
fl,r+t vre,,, NN oE- fuer"rryP"1rr q-r1'-U t-
Please answer lhe fotlowing quesitionnaire regarding lhe need for a 'Public Way Permit :
1) ls this a new residence?
2) ls demolition work being performed
thal requires the use of the right
of way, easements or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls difierent access needed to site
olher than existing driveway?
6) ls any drainage work being done
atfecting the right ol way, easements,
or public property?
7) ls a'Revocable Right Of Way permit'
re.quired?
8) A. ls the right of way, easements or
public property to bE used for staging,
parking or fencing?
B. tf no to 8A, is a parking, staging
or fencing plan required by Community. Development?
!f19u- a19wer9d yes to any of these questions, a "Public Way permit" must be obtained.?ublic Way_ Permit' applications may be obtained at the public Work's ofiice or atC.o.T1u1'tf Development. lf you have any quesilions ptease call Charlie Davis, the Townof Vail Construction tnspector, at 479-215f,
I have read and answered all the above ouoctinnc
YES
0Y atvws
NO
L/
4--
L.,/
and answered allthe aboye questions.
Utt._
1D,3034?t
SV$CR OF PRSPEFT'
N/UaE OF APPrr,Arr
ADORE3S
LEOAL DBSCRIPTbN O,F PROP€ffiY tO BE SCtRveDl
aLoo(suEoryr'|oJ
r., "fiitr,-rs.Fq6on s,
Comar br Int6r tol
lg9crlPtnl oF.srnuffi/PE fi ,rE|{s,
ftiL rdaliovr);#.
AUr6 21'.96 l2:21 N0.uua r.us
N o+*h ao'a t //r1
" [ &" {-"^ I
7r't'..UeS Sn*lr r/+*
6 ?, n, i t1.ktco,^..*-f1 o(
{n./z-, Co.
BESTCOPY
AIJAIUELE
AppLrc^rtor FqilMrc[,r tE e rFEgr cn r^|r{TAsl
A S;f, .#-aE 3'r
^ llDff'r. A#t
(PlsttDOorgnt
DAT€
vnlL Pugtlc u0R(s
Eoa
wdllrffi!dilr
X
------T
5?^-*l' eaa-* I /( o l*,la
Fa.*2<-t0 uJeo-f,
elrdr trIrt r|l.it{ erolornor pqrt' n, rlTlrn."pr.1 rr &Dt rrcgrrlrourlnr|dcdl ru tlcjon(3llrd r-jnreonr o
h ttluBl'rtffiy.[bt?
aoporg aLb fr coar;atuirlt C-
llo'l'.u
)
ffiltt*caotrnQlP-EAnFe
thd 5a errtr'f h.r.in l|tFrizlo Oo r.En riyr,t |o t|c hr{ l.Do,. ar.'aod.
ffiili-.' r."*o tp.otrrr b n ,'*d
Ilj!_:?qglg!.h. ro'" t|Illtllt|afl. r,ry-
t.
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TOWN OF VAIL
75 S. FRONTAGE ROAD
r/^ TT a-n R16C?vrlLDt
97 0-47 9-2r38
E Iect ri ca t--->
DRB Fee
Investigation>
UitL CaIt---->
TOTAL FEES-_->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit # : E9 6-0 19 5
Job Address
Locati-on. . .
Parcel No..
Project No.
9?1.O0
.00
.00
3.00
977 .OO
1278 VAIL VALLEY DR
GOLF MAINTENANCE SHOP
2101-081-14-002
PRJ96-OOOB
JLctLL|'b. . .
Applied..
Issued...
Expires. ,
I S SUED
08/20/ree6
oe /r0 /lee6
03 /0e /7ee7
owNER VAIL GOLF MATNTENANCE/TOV
75 S FRONTAGE RD, VAIL CO 8165?
CONTRACTOR E C ELECTRIC, INC.
P.O. BOX 3374, GRAND JUNCTTON, CO 81502
APPLICANT E C ELECTRIC
P O BOX 3374, GRAND JUNCTION CO 81502
TotaI calcutated Fees--->
Add'i t'i ona I tees--------->
Tota I Permi t Fee-------->
Paynent s--------
BALANCE DUE-----
Phone: 970-241-3302
Phone t 9'70-24I-3302
50 / 800. 00
977 .00
.o0
977 .OO
977 .00
.00
Description: ELECTRICAL GOLF MAINTENANCE AND TEMP POvaluation:
FEE SUHHARY
rtEM: O6OOO ELECTRICAL DEPARTMENT Dept: BUILDING Divisionl09/10/1996 CHARLIE Action: APPR FOR ERNST
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
**********'t-***ff*!t**ffi****Sot**Jrt****ftt****J***Jr******************rr*Jr*rr*rdrrtJr*****tri(************rr**************#ffi****Lt**
DECLARATIONS
I hereby acknowLedge that I have read this appIication, fiLted out in futL the information required, compteted an accurate plot
plan, and state that atL the 'information provided as required is correct. I agree to compLy vith the intormation and pl.ot pLan,to cornply Hith al.l. Tovn ofdinances and state [aus, and to buitd this structure according to the Town's zoning and subd'iv'ision
codes, design reviev apProved, Uniform BuiLding code and other ordinances of the Town appLicabl.e thereto.
REOUESTS FOR INSPECTIONS SHALL BE I4ADE TI,IENTY-FOUR HOURS IN ADVANCE BY TELEPIIONE AI 479-2'l3E 0R AT OUR OFFICE FROtl 8:00 Att 5:00 PH
**************************************************************!r*
TOWN OF VArL, coLoRADO Statemnt
***************i.************************************************
StatennL Number: REC-O197 AmounL:977.00 09/L0/96 15:09o/
InPalzment Method: CK Notation: #1302 nit: cD
Permit No:
Parcel No:
Site Address:
Location:
This Payment
Account Code
01 0000 41313
01 0000 41313
01 0000 41336
896-0195 TYPe:
2101-081-14-002
1278 VAIL VALTEY
GOLF MAINTENANCE
B-ELEC ELECTRICAL PERMIT
DR
SHOPTota] Fees:
9'17.00 Total ALL Pmts:
Balance:
Description
ELECTRICAL PERMIT FEES
TEMPORARY POWER PERMITS
VJILL CAIL INSPECTION FEE
977,00
977.00
.00
****************************************************************
Amount
924.00' 50.00
3.00
,,..,,,,., [g,1.,j",r;0. 1l:,fi,,.t+-\ t70rrrrt9.4-,
', n-lq-,r Ec ELECrRIcuLp ui:lb 16 :11 Ns ,00g r Slj
*jr*-t,"t Eagle c.,un;il;::'ru;"..""-:""
-" "-'-"'-'rr uu 16:11 No
1 ;;-rfo-liallslo for'parcct #. Tol{lt oF vArlr coust:Ruc,$roN PERNTT il---
I PAIICEL f I 2101'081-14-002 PIRHI1 A9PLIC3TI6N FORI{5--"" "-- ulrsr- e7elet--. - " W-o6og bgtr-oor3
, ApptlcATrox Hnsr EE FrLxiED otrT qoHpLEEEtY oR It HAt hrOT BE ACCEFTED
Irrrr*********rrri****rirrt**** PERHIT IFFARHATION t*******i*t********lt*tr.t**iat-t J-Eulldlng t l-PlBnblng IxE'-Elecerleet I f -l,techanl-oal [ ]-othEx
Ixigal Deeoriptlohr l,ot
owDerE Nane:
Archlgedb! Ftsher ArchiLects
Etoo:r_ Ftl lng
Addtagst ?5 5, Frontage Road p1.479-2136 _
Plr.g-
gsnersl Daecriptlon: oero apa.rebq*d :,s41 squale fee.! 1E41P ?du/Ea ,, -
I{or}<C1aes:[]-Nar.,0Ct).AIterr!lontnl.ndd|tlonalt]inepatrl]-othe:-
Nunrber of Dw6111n9 UnLte ! __,.N,linbttl gf Acconltoaadlon unltai
-
rnber and Typa of F1rel)taceEs Cta Appltanora.__ GrE L€EE_ woodr/Dellet_
Contf actor I Heudel-Allisr'o CoustructicnAddrEEs: 13i BeTrctga* Rpad, Avon;m TGqI: _
Addfegst P.0. Box 3374. Grand JunctlsE
BUTLDINC FERHIT TEEs
PLUI.IBING PERHIt FEE:
MECT{,4NTCATJ PDRlITtr FEEs
EIJECTRICAI FEE!
OTHE:R TYPE OF rEEs
DRB FEE|
Tor{rn of vall ReE, N0,---
Phone Hu.u\bsri 545-g4e '-
Tsrdn of valt Reg. noJ6)-E
Phons flunberr giotZtt-1ffi
ToI'n of vatl RBg. No.
Phol16 Nunbgt:
Tovn pf veil
Phone Nunberl
Rrg, HO.
r*r****trrri *r*********r*******l 80R OFffCE USE t!r*r*a**t******trir*r****t**r*r
BUITDING EI..ATI CITECK FEE:
PLIJT'IEINE PLhJr CHECK rEEt
UECHA}IICAIJ PI'AN CIIECK FEEI
.RECREiTION FiEt
CI.IAN-UP DEPOSTT;
TOE},'., PERI{IT FEES !
BUILDIIC!
6T0NA$'RE!
Z, ONIHC:
sIGTIIIIJREI
.Plunrblng Cohtrectort _ ?.Addrerei ---_.<_
Mechcnleal Contractor: 7.
Addrceet %
-.-tr---
!-t-rrr--
Connentc i
oil*r"r*r oF coMMLNrrY DEvELot "tTOVTN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E97-0003
Job Address: 1278 VAIL VALLEY DR VAIL Status . . . : FINAL
Location.....: VAIL GOLF COURSE MAINTENCE BUILDING Applied . . : 0l/1611997
Parcel No...: 2101081 14002 Issued . . :
ProjectNo : Expires. .: 01105/2000
APPLICAIIT E C EITECTRIC, INC. O1/16/L997 Phone: 97O-24L-3302
P.O. BOX 3374
GRAIilD ,JUNCTION, CO
81502
License: 262-E AIso is CONIRACTOR
coNrRAcToR E C ET,ECTRTC, rNC. 01/L6/L997 Phone: 97O-241-33O2
P.O. BOX 3374
GRAIID .JI]NCTIO}T, CO
81s 02
License z 262-E Also is Applicant
owNER TOWN OF VAIL, t FINAI{CE DF.P?&.O1/L6/L997 Phone:
75 S FRONTAGE RD
VAIIJ CO
8L657
License:
Desciption: INSTALLNEW FIRE ALARM SYSTEM
Vafuation: 52,420.00
**t *a't tt't t't *t*tt l t'l l t:l t't't t* **'t:t * *a
Electrical-------> S54 - oo Total Calculated Fees-> $57 .00
DRB Fee-------> s0. oo Additional Fees-----> $0 . 00
lnvestigalion--> S0. 0O Total Permit Fee-----> $5? .00
Will Call-----> $3 - OO Payments---._-----'> $5?.00
TOTAL FEES--> $s?.00 BALANCE DUE----> S0.00
Approvals:Iiem: 05000 ELECTRICAL DEPARI'I{ENI
oL/L9/2ooL JRI4 Action: AP
Item: O5600 FIRE DEPART!,lEilflf
07/09/1999 iIEFF_A Action: APPR fd approves plans
l *t++ttl 'l:l l **:r **t
CONDITIONS OF APPROVAL
Cond: CON0003073
A]-,I-, FIRE ALARM TESTING WAS COMPI-,ETED ATiID SPECIFIC PROBLEMS WERE SOLVED BY LIFE SAFETY S
FIRE
AIJARM IS ON-IJINE A}ID APPROVED BY FIRE DEPT.
*+,t++|.'*.||+.t,'.:|.:t*.:,i.lt*:|+t*|l.'*t:}*t|i:.|**t}t'|!t*l'.+.'t|i|||'t..'}.lt'.|*.++.l*'t:tl.*.|':l.*:|*:|:}:t**||.+...|t|i**t**.'*.**.*|l
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
nrotnon and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQIJESTS FOR INSPECTIoN SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SIGNATURE OF OWNER OR CONTRACTORFOR HIMSELF AND OWNEF
* * 'l * * * * * * * * * * * t '1. * * * * * * * * * * * * * * f * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * + * t * * * * * * * * * * * * * * * * * * *** * + **
TOWN OF VAIL, COIORADOCopy Reprinted on 09-10-2002 at 15:33:59 09/1012002
Statement
** *****+ * * * +l' 't *+ +'3dr*********'i{r**** * * +*** * t ** *** **** t ****** * * *{' * + + +{' * ***+***** * * *** ** + *** ****
Statement Nudber: REC-0243 Amount: $57.00 OL/20/L99711 :59 AM
Palment Method: CHECK Init: CD
Notation: #12865
Permit. No: E97-0003 1\4)e: EIJECTRICAL PERMIT
Parcel No: 210108114 002
Site Address: 1278 \TAIL VALIJEY DR VAIL
I,ocaLion 3 VAIIJ GOI,F COI]RSE II,IAIMTENCE BUILDING
Total Fees: $57.00
This Payment: $5?.00 Total ALL Pmts: $57,00
Balance: $0.00
** t * | *+** *+ * * * ** * * * *****f* * ** +i+* + +*{r'}+ + *'} f* *t *t*+ + t +*** ** ** * * * *+ {. + * t* * **** +* * *+***f* * * * * * **
ACCOUNT ITEM LIST:
Account Code DescriDtion Curnent Pmts
EP OO1OOOO31114OO TEMPOMRY POhJER PERMITS
hIC OO1OOOO31128OO WILL CALL INSPECTION FEE
54.00
3.00
.p
E /o,*-*
DEVELO
APPLICANT COMMERCIAL DESIGN ENGINEERING,LT Phone:p.o. Box 2440t coLoRADo spRrNGs, co 80901"
CONTRACTOR COMMERCIAL DESIGN ENGINEERING,LT Phone:
P.O. BOX 2440t COLORADO SPRINGS, CO 80901
O TNER VAIL GOLF MAINTENANCE/TOV
75 S FRONTAGE RD, VAIL CO 81,657
Description:
MECHANICAL GOLF MAINTENANCE ADD
Fi rep lace Infornation: Restnicted:#0f Gas App[ i ances:
*rt*ffirffieHr*rffiJt*ffit**ffi **ffi ffi **i***ffi **t F E E SU itARy
llechani ca [--->
Pl,an check--->
Invest i gation>
tli Ll. cal.t---->
ffitffi ffi *rnttffi ft *i***ffi *trtffiffi rffirrhF#r*i**rtffi ffi *
* * * * * * * * * t * * * * * * * * * * * * * * * * * * * * * * * * * t * * * * * rr * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
DECLARATIONS
l_hereby acknowtedge that I have read.this appl,icat'ion, fiLted out in ful,l, the information required, compteted an accurate ptotplan, and state that atI the information provided as required is cornect. I agree to compty riith tire iniornation and ptot itan,
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2L38
Job Address. . .
Location
Parcel No.....
Project Number
Mnp'r,o Io- Lg- Ab
a
DEPARTMENT OF' COMMUNITY
NOTE: THIS PERM]T MUST BE POSTED ON
MECHANICAL PERMIT
PMENT
JOBS]TE
Permit
AT ALL TIMES
M9 6-0 12 9
]-278 VAIL VALLEY DR
GOLF MAINTENANCE SHOP
21,01-081-74-002
PRJg 6-0008
Status. . .
Applied..
Issued. . .
Expires. .
Valuation:
APPROVED
o8 /20 /lee 6
08/22/Lse6
02/18/tee7
Restuarant Ptan Revieu-->
DRB Fee--------
TOTAL fEES-----1/ 103.00
#of Gas Logs:
.00 Totat Catcutated fees--->
7 L9 /390-O595
7L9 /390-0595
43,455 . 00
fof wood/Pa t Let:
1 ,103.00
-00
1 ,103.00
.@
1 ,103.00
EEo.00
220.00
.00
3.00
ITem: .O51OO BUILD]NG DEPARTMENT08/22/1996 DAII Action: APPRItbm:'.05600 FIRE DEPARTI.,IENT08/22/1996 DAN Action: APPR
Additionat Fees-------->
TotaL Permit Fee-------->
Paynents-------
BALANCE DUE----
Dept: BUILDINc Division:
DepI: FIRE Division:
1.2.3.
4.
5.
6.
7.
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.qQuBusTroN ArR rs REQUTRED pER SEC. 607 OF THE 199L nMC.I\ISTALLATION MUST CONFORM TO MANUFACTURES TIISfNOCTTOT.TS_fuIOTO APPENDIX CHAPTER 21 OF THE 1991 UMC.GAS APPLTANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 ANDFE4!!-TEBMTNATE AS SPECTFTED rN SEC.906 OF THE 1S91 ulAC-.-agqEss To HEATTNG EQUTPMENT MUST eOl{pr,y Wrrn--snc.5Os-ello703 0F THE 1991 UMC;
EqII,EBS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTTBLE CONST.qNI,_EF-9-L,ISTED FOR MOUNTING ON COMBUSTIBLE FLoORTNC.DBAIN GE OF MECHANTCAL ROOMS CONTATNTNG nUAtrNG On'nOr-wArnR$qPPLI BoILER9 SHALL BE EQUIPPED WITH A FLOOR DNEiW DNN SEC_.2119 0F THE 19 9 L rrMC
to ci$ty'nidtr rtt Tosn ordin.ncls ."a .X tavs, and to build this structurr .""o"ainito thc To!rn'3 zoning and eubdivision
codas, dcsign nevian approrcd, Uniforr Bui tding Codc .nd othrn ordinrncca of thc Tosn lPpl,ic.bte thcrcto.
RECTESTS tOR IIISPECTICIS SII LL BE IIADE TllEilil-FollR HOURS lll ADVAI{CE BY TE|EPI{OIE AT 479-2138 0R AT oUR OFFICE FROII 8:d) All 5:00 Pr
SIGNATURE OF OTINER OR COITRACTOR FOR HIIISELF AND OIII{ER
loilT/s8 TEU 14:28 FAx 9702481016 Connerclal Desl8n @ ool
FAX NUMBER GRAND JUNCnON (970) 245-1015
FAX NUMBER COLORADO SPRINGS (7le) 3s0€44E
FROM: RIIONDA COLE
DATE: lotlrtsi
FAX TO: TOWN OFVAIL
NAME: CHARLIE DAVIS
FAX NUMBER: g7u47g.i2#2
PROJECT: VAIL GOLF COURSE
TOTAL PAGES (INCLUDING COVER SHEET): 1
REFERENCE: BREAKOUT OF PRICING FORPLUMBING &
XIECHANIGALWORK.
HVAC: grl3,tl55.00
ET
. PLUMBTNG $33,045.00
RK BEING DONE.
SIGN
Aqo' 5a
ztto DEITAPIACE Oq.onADoS*fiNGS, @ gn10
P.o. BOX 2{/m, CON.(XADO SFnnrcS, CO S![1
oFFICE ptlOl€: 719l!t9Xl555 FAIG 719/390{<
1OO3 WINfERS AVENUq GRAND N,JNCTION, CO 81501
P-O- BOX 24rE, GRAIID JUlrcnON, CO 81502
oFFICE PHOmr9TO / 245lO595 FA)c 97O / 245.1015
d_"
Comnercial Deeign Engineering, Ltd.
Mechanical Contractors
October 18, 1996
TOWNOFVAIL
75 S. FRONTAGE ROAI)
VAIL, COLORADO 81657
Phone: 970479-2138
ATTN: CHARLIE DAVIS
RE: PERMITPAYMENT
Serial Letter # 11
Dear Charlie:
Attached please find a checck for the amount needed for the plumbing portion only- the
mechanical payment will be sent at a later date. Please call with any questions you may have.
r': QlL,ir I J I
:tlti ii: 'ULti, ttt-i l'
1OO3 WINIERS AVENTJE, GAAND JI,JNCTTON, CO EIsOI
p.o. Box 2418, GRAND JIJNCTION, CO 81502
OFFICE PHONE: 97O / 2454595 FA)(: 97O / 245-LOl5
Thanks for your assistance.
e_f,-r L\--(--,n-l-\"---f)onr,.,! pc.--\K- Klr( Ds-.^---s,*Ufu-G'Ar- | D(a 2-6 L'3t (( o d cc--a-j--'-<'/-q\---
o Ah' a!-- J t9-Q- Po-Y-6s,ubb:ea-- T -L:uL;\ +..r "s14"--
bon- a Qr& oP
Pr^;+ o5fu,r- @ v:oa-"rrr+ o( ru*^"*
2710 DELTA PrACE COI.oRADO SPRItifGS. CO gt lO
P.O. BOX 24i0, CI)II)RADO SPRINGS. CO Sn Ol
OFFICE PHONE 719l39OO555 FA)ft 719139194118
o
lD_ te _za
()
;:': c<tu1an,j6
VAJ .
CaBare;- )L6
ulfTug
t*Cortr-act: llag,I c CounEy Asa€sEorg Of flce
ftr*ilfil1W6P:Wit-t \Hlr
;g
-Other
Job NanqtArT. c0r,F cqVRSE Job ACCra66; 1278 vArL VALLEY DR.
I-€gaI oercription3 lpt alock_
Orrners lf$oE: SfllPHERD RESO,URCE INc.Addrees: ryffi?g, ??A?-
Archltect:FISHER ARCHITECTS Addreeg: BOX 641 VAIL, CO 81620
P:n.949-5624\
^General DeecrlptLon: 6aLF 6n(r tlnrrrrr:ruar,(d fi*C.rlt rr/./"\./\worX Clasg: p(l-lev [ ]-Altcratlon I t-Aildltlonal [ ]-R6pair I l-other_
I UIIN UT \/H I L LUIYI-IJL.V I D : JUJ-4 ( Y- 1452 SEP 09'95
7671Jtr Fax Note
il;;;;;-- e'r..',!evr..G'rr _ Tosn of vail Reg. NO.Phone Nurnber:
Nunber of Drelll.ng unlta; tfuuber ot Aacontiodadlon unl.ta: _\/\Nnnber and TvDo of Fl,replaceE: 6as Anpllance"lyf, Gae tagsn,/* woodr/peltutr!.Lv w; t A t?.1:::.::.#1i?k::.4Hffi;T;;:;:.ff.:...:...-..fr-rrrirr****ttf**trl
BUILDfNG: I
^iff""iiilildG='=< il?ffi:lf:l_ i3iil; F-Y'---_
,I;:::iTlii:#ll;.ffiffifiilirp,s6frg6RBrTmoR{ArroN-:..:*::.::::.:::".:1i1i:.:*
...i'r......1-_D
*!l:::? "r"f&ilo"ror"fr,* I:ll "-! v.ar.r Ree. no.z#)..p.rvvJ wrrr r tir\rr ,r1 vr, (r.J. uu a1qn.l Town o! VaLl Res. no.219.-1:Phone Nurnbc.ri 91O-2454i9Fr
I'lechanlcal
Address:
Contractoy; SAME AS PLUMBING
BUTLDING PER}ITT FEE:
PIJUUBING PERITTIT FEE:
MECHF{TCAIJ PERMXT FEE;
EI-.ECIRICAL FEE:
OTTIER TYPE OF FEE:
DRB FEE:
COMMERCIAL DESIGN ENG.
I.oun 63 ValI Reg. No.lqz-ryPhone Nuuber:
**********ri*****tr**t*c*r*i****FOR oFFrcE usB r*rr****i*rr*rtrr**rrr*r*rriirr*
EUII,DING PTAN CHECK FEE:
PII'UBIITG ?IAlg CITECK FEE:
I,IECTIA}TTCAIJ PI.nN cEBcx gEE:
.RECREATIOI| FEE:
CIEAII-UP DEFOSII:
8C'IAT/ PERI{IT FEE6:
BUTLDTNG:
EIGNATURE:
ZONTNG:
STGNATURE:
ceneral DescriPtion:
;::':i":::1]:;';X-'*:'-'X-ouui.i::]::",::]'.:".l.l"".l"'=dornrnoaation Unj'ts: I
| -.4-Nunber o f,Ac+
Nurnber of Dwelling Units: :
Np:nber and Tlpe of, Fireplaces: Gas ApPliancesJfi! t'r
,,..r,.r*l******:t
€ tttood/eeLhet:/
('^^. .p "$a,iT*sr,EcrRrcArJ: l4 i3[il; ilurror*c, lV!t"*, ME.HANT.A Lt r-:2g@-
'0-4t2.
Electrical contractot' *C AW E Phope Nunber:
I prrrru:.ng contractgrt Phone Nurnber:
rown of vSil'Res' No''//Z-//
Mechanical contractot' /rffi Phone NunJcer:
il;;;i-; PERlril I::: iiuniiNe lqI.:.HE^:5it*'3lffiiiH 'eriuiii-!nn-:-- iliE'riiHiEoi-tr'atr cHEcK FEE:
iriiiie*icer, pERMrr FEE: , iscREArroN_FEE:'ii.i'irniiel, FEE:
6iiin-iiFe oF FEE:
DRB FEE:
iiiiilt!|.-' --' ' '' - '-rzt "'--" rown or vair Res. no.,#f,-f
se.FT.iler,uartotl BUII,DING:
SIGNATURE:
ZONING:
SIGNATURE:
REnnfDCTEAN IIP DEPOSIT
, -D*D&*i*r_Dro: Nar YET
TOWN OFVAIL
75 South Frontage Road
Yail" Colorado 81657
970-479-2t3V479-2139
FAX 970-479-2452
D e p arune nt of C ommuniry Deve Io pme nt
C O1\{I\! TINITY DEVI! L OPMENT
FAX TRANSMITTAL SHEET
FROM:
DATE:
ro, R+loruOA
coMPAI'rYNAl'G' C D E
FAXTELEpHoNE NvxlgJl'n 17o- TtlS - tdt5.
lo - 16 rn,E // trvt/l
# oF pAcEs rN DoCUMENT(S) (NOT TNCLUDING COVER SHEEr)-----lz--
tt/
RESPONSEREQLTIRED? AT)
nSENTBY: )WL
TOWN OF VAIL COMMUNITY DEVELOPMENT FAX#: (970) 479-2452
TOWN OF VAIL COMIV{UMTY DEVELOPMENT TELEPHONE #: (97q a7q-2138
SPECIAL COMMENTS AND NOTES:PHo* ott , l*€Lz r: r*L 4utrc
Sn r-c L.J4-.71 ru6 tr-€-\*E Lequeffi)o ,q'Yn
h Co"rft2r4lnnr:nl 6F U,+utr> FoL B"-- Fcrrrlg.
/T,-1" t0 yVL Ectfi^r t (vK-.
Vo:, tl"+ut- Q,resns,n-r3Ws
{
Cna. y\A€- u
(firttlwtx
{S ^tn""ro r.ur"q7e-&rq3
TOIYN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Departrnent oJ C ommuniry Deve lopment
COMMI.]NITY D EVEL OPMENT
FAX TRANSMITTAL SIMET
TO:
COMPA]TIYNAME:
FAX TELEPHONE NIJI\{BEB
FROM:
DATE:TIME:
# OF PAGES IN DOCUMENT(S) (NOT INCLUDING COVER SHEET)-
RESPONSE REQLIIRED?
SENT BY:
TOWN OF VAIL COMMUMTY DEVELOPMENT FAX#: (9701479-2452
TOWN OF VAIL COMI{UNITY DEVELOPMENT TELEPHONE #: (e70) 479-2138
SPECIAL COMMENTS AND NOTES:
{S "tn'r"rr rut^
tutlJl\'UT ViIL UUI'I-]JE.V IU:JUJ-4(Y-Z4JZ
il routh trcnr.gt r[(t
r|ll, color.do rt!3t(roq 479-21,38 or 679-2139
TO:
FROllr
DATE:
guBxECT:
f*g4"
sLP U9',9b l5:54 No,UUb r.Ur
r'' BUo'Dat?, ord:tnanca No- 5 Etates that tt is unlawlur for anypeDtoh to rltter, track or aep""rt- iny-e"ir]-"Jli, sand, debrleor rnaterlal, rncrudlng trasft-ipet"r", portabre tollctg andnorkmen vehlcles-upon.lny ctrret', s!,dorralk, alley or publlcilii";;.:ll Hft"n ticieoi:--iha rlsht_oi_;;t-a" a' rown of
rhia ;;ii;;;;' ;tii:!i- ::,i:8il.:'#*ll'"f.;":';.*;:?"iii, -'
Pubrlc |rorks oeoartuiit. --p"iiinl rouno "i6fJ[f"i thts ordlnanceulrr be Etven a 24 hour ,ri;;;;-;"tiee-t"-;;;;;;rr"rd naterlal.In the evcnt thc pereon go notlfied doee not-Eirpiy wlth thenoticE srthin trrg__21 triui-tli"-iieclclca, ue puLric rforksDeprrtment ulrl renor- sard uateiiai-ii-q,;';ra;;" of personnotifled' Thc orovi"roii-dr-Iirl oratnance shirr not beappllcabre to c-onstn ciron, -riliEen"nga o-r repair projecte ofany atraet or alley oE any utfiiires fn the right-a_way-
lo rerrlcw'rdlnancre.No- 6ln full, pr-aae stop bf ths ?or.rtr of:ili"1:til*"g"tf,i*nt.:i""iili" r copy. rirani you ror y-ir
ctilca ol co|hmunlv dcrrlopmrnt
lI{,_ cOlllR[cToRS CITRRE]|III,YL RlcrslERED rdrmr t[rEtolclr OF vAu.
lfot{N oF vAtL puBr{c roRKs/COtOtUtfIty DEI|EIOPUENT
I{ARCH 16, 1988
cor{stRuelroN pNucING t ]|ATERIAL SfoRAGE
(i.e. contractor, orrrrer)
d.,"
Commercial Deeign Engineering, Ltd.
Mechanical Contractors
September2T, 1996
TOWNOFVAIL
(COMMUNITY DEVELOPMENT )
75 S, FR,ONTAGE ROAD
vArL, coLoRADO 81657
Fax: 970479-2452
ATTN: Mary Caster
RE: Permit Application
Serial Letter # 7
Dear Mary,
Attached is the portion of the permit needed from ow company, the remaining pages which were
attached have been filled out by the General Contractor ( Mendel Allison Construction) in Avon, their
address and phone number are filled out on the application. Please contact our oflice upon issuance of the
permit number so a check can be over-nighted to you immediately. Please call with any questions you
may have (G.J. ofFrce listed below.)
Thanks for vour assistance.
Tom Vagell
27rO DELTA PIACE, COT.oRADO SPnItrlGS, C() $910
P.O. BOX 24O. COLORAIX) SPRINGS. OO 8GDT
OFF|CE PHOM: 719 / 39X)555 FAX: 719 / 39G944a
1OO3 WINTERS AVEIIUE, GEAND JTJNCTION, CO 8T5OT
P.O. BOX 241a. GRAND Jt NCTION. CO 41502
OFFfCE PHOhfE: 97O / 245{595 FAX: 97O / 245-l0l5
T0WN OF VAIL
75 South Frontage Road
Yail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
D epartment oJ Communiry D eve lopment
COMMUMTY DEVELOPMENT
FAX TRANSMITTAL SHEET
Conrrreecro+c DEsrel Ent(o .
FAXTELEPHONE NUITBBN, 97O _
FROM:
Q: to wn
Ern
# oF pAcES rN DOCUMENT(S) (NOT TNCLUDING COVERSHEST>--+- *-
SPECIAL COMMENTS ANI
Pae^, ts qto?.L
T,rc- V+.us3
f, cL€)42-
-t
RESPONSE REQURED? AIZd^
oSENTBY: JitIAA L
TOWN OF VAIL COMMUNITYDEVELOPMENT FAX#: (.970) 479-2452
TOWN OFVAIL COMIVIUMTYDEVELOPMENTTELEPHONE #: (970)479-2138
oPrUwa.4 fifrurD Fo? ? Tlltstr
'tueil 7l -Tbr€. G,C,' C-n4.-
ED
B,cc, {4 nPPffiL\ uttu"lCOMMENTS ANDNOTES:Azc-
t r€trd
tvLL
-1-ifi.^16 S OP
97o -./7 ? -
{g rtr"oto rur*
2tu/3
MENDEL-ALLISON STRUCTION
o
CON
I37 BENCTIMARK ROAI)
P.O. BOX 2l-746
GOMMENTS:
iDan.
I
irar rorr.onr"rcetlon whh Tim Kehoe of Shephefil Rcsources, here is a list end dollar arnount of the major
lpermittirE srrtrenntraclorc for the above proiec-t'
l"rnr,", cont€cton Mrndel-Alison consrrucjion, Inc. license 33&B) varue: $500,000.
I
lBcorncaf:
Eo Elcdric voluc: t50.800'
iFlrc sprltthlct'-. AFG/Mesr veluc: $24,423'
I
I
luaat an,ort & ptumDlng: Cornntetciul Design Enginccring value: 979'500'
l.-, .**. *n uiha Mccee wnh resards.ro tnp nr.o]!_d^-1c.1^::"1'l:'*l^i:,.Tl1to'"'" on hb cnd oe
hong as we ptsn on suUmitting tprin*f.irnop Cra'wi.{g_sjtnJ n *iil b€ a complet€ dry system' lwill being
lspeaking $rith him aqrin on'iLr-rsdii mo,ning, ff tn!ru are an' questions, or anythitrg I carr do to helP tho
'orocess along, Please call.
Thanl(s,
It-^-
o
PIIONE:
FAX:
(970) E45-0466
(e7o) 84s-046s
AVON, COLORADO
FAXCOVERSHEET
O: Dan Stanek
COMPANY: Town of Vall
lrX #: 479'2462
FROM: ChristoPher Evans
RE: Vail Gotf Course Malntenance Facility
DATE: 20'AuE 96
AGES:1 (including this cover
iChrir Evanc
Commercial Decign Engineering, Ltd.
d.,"Mechanical Contractors
,lr)q
il'Nqb'
October24, 1996
TOWN OFVAIL
75 S. FRONTAGE ROAI)
VAIL, COLORADO 81657
27IO I'ELTA PIACG" COLORAIN SPRNreS, CO gDlO
P-O. BOx 24lP, C(XI)RAIX) SPRINGS, CO gx)Or
OFFICE PIIONE: 719 / 39X)555 FAX: 719 / 39(}*148
Serial Letter # 14
RE: VAIL GOLF COURSE MAINTENAI{CE FACILITY
Subj: PERMIT
Dear Charlie,
Attached for your use, please find a check written for the mechanical permit for above referenced
project. Please call G.J. offrce lisred below with any questions you may have.
IOO3 WINTERS AVENI.JE. GNAND JI.'NCTION, CO 8I5OT
P.O. BOX 24T8, GRAND JI,JNCTTON. CO E15O2
OFFICE PHONE: 97O / 245-0595 FAX: 97O / 245-l0l5
Thanks for vour assistance.
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-47 9-2L38
Job Address...
Location
Parcel No.....
Project Number
1.278 VAIL VALLEY DR
GOLF COURSE MAINTENCE
2101-081--14-002
PRJg6-0008
Status. . .
FACILITYAppIied..
Issued...
Expires. .
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMTT MUST BE POSTED
MECHANICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit #: M96-0151
I S SUED
oe/23/Lse6
to /r. /Lse 6
o4/oe /ree7
APPLICANT AUTOMATIC FIRE GROUP INC Phone: 303-425-0464
4894 vAN GORDON STREET, SUITE # 304, WHEATRTDGE, CO €0033
CONTRACTOR AUTOMATIC FIRB GROUP INC Phone z 303-425-0464
4894 vAN GORDON STREET, SUITE # 304, WHEATRTDGE, CO 80033OWNER TOWN OF VAIL * FINANCE DEPARTMEN
75 S FRONTAGE RD, VAIL CO 81657
Description:
FIRE PROTECTION SYSTEM
Fi reptace lnformation: Rest ri cted:
l'lechan i ca [---)
Ptan check--->
Investigation>
Iti L l, Ca I t---->
#of Gas Apptiances:
500.00 Restuarant P lan RevieH-->'125.00 DRB Fee--------.oo ToTAL t EES-----
3.00
.00 Totat Catculated Fees--->.00 Additionat Fees--------->62E.00 Totat Permit Fee-------->
Payments-------
Valuation:
dof Gas Logs:
24 ,432 .00
fof Uood/Pa L l,et:
*************lt***ir**************************************** FEE SUf'lllARY ********ff*********t************ff******lr*****************
626.00
.o0
628.00
628.00
*******|H(***lHl***********i*****r.****#*************rr**********ti**********************illlili-lli;;;;;;;;;ii**i***********ill?***
IlS{ri ,951q0_9qIIJDING DEPARTMENT Dept: BUTLDTNG Division:09/23/I996 CHARTIE Action: APPR N,/AIIem:'.O56qO_T]B DEPARTMENT DepI: FIRE Division:09/.23/.1996 CHARLIE AcEion: NOTE PLANS TO FrRE-DEi'i'--10'/11'/1996 CHARLIE Acrion: AppR JoHN AppRovED LO/It/96
CONDITION OF APPROVAL
1. ADD PERMIT NUMBER M960151 TO PLANS.DOLI-,AR AMOUNT FOR MECH. MUST BE INCLUDED ON APP.opTIoN FOR FLOOR MOUNT COMPRESSOR WITH FILTER/DRYER rNCL
********************************************************************************
DECLARATIONS
r.hefeby acknovtedge that r have read-this application, fil,ted out in ful,l, the information required, compLeted an accurate ptotptan, and state that atl the information provided as required is conrect. r agree to compty riith tire information and pl,ot il,an,to comPty with atl' Town ordinances-and state taws, and to buil,d this structure according io-the Town,s zoning and subdivisioncodes, design review approved, Uniform BuiLding code and other ordinances of the town afpticabLe thereto.
REoUESTS FoR INSPECTIoNS SHALL 8E I'IADE TIIENTY-FoUR HoURs IN ADvANJtq BY TELEPHoNE AI 479-?138 OR AT oUR oFFrcE FRolt E:OO A 5:OO pfi
SIGNATURE OF OI,INER OR CONTRACTOR FOR HII.ISELF AND OI,INER
o
***************************
o
***********
Statemnt
**************************
TOWN OF VAIL, COLORADO****************************************************************
Statemnt Number: REC-0220 Amount:
Payment Method: CK Notationz #L494
L4.20 LO/22/96 12259rnit: cD
Permit No:Parcel No:Site Address:
Location:
This Palrment
Account Code
01 0000 4t33201 0000 41336
Total Fees:14.20 Total ALL Pmts:
Balance:
Description
PLAN CHECK FEES
WILL CALL INSPECTION FEE
M96-0151 Type: B-MECH MECHANTCAL PERMTT
2101-081-t4-002
1278 VAIL VALLEY DR
GOLF COURSE MAINTENCE FACILITY
*********** ******** ***** * ***** ***t {. * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
628.00
628.00
.00
Anount
11.20
3.00
oo
* * * * * * * * *.* * * * * * * * * * * * * * * * * * * * *
****************************************************************
t"'**************************
TOWN OF VArr.,, COLORADO
Statemnt Nunber: REC-0218 Amount:
Payment Method: CK Notation: #1455
********
Statemnt
513.80 I0/15/96 08:58Init: CD
M96-0151 Type: B-MECH MECHANICAL PERMIT
2101-081-L4-002
1278 VAIL VALLEY DR
GOLF COURSE MAINTENCE FACILITYTotal Fees:613.80 Tota] ALL Pnts:
Balance:****************************************************************
PermiL No:
ParceL No:Site Address:
Location:
This Paynent
Account Code
01 0000 4t3t2
01 0000 41332
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
628.00
613 . 80
14.20
Amount
s00.00
113 . 80
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-47 9-2r38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE! THIS PERMIT MUST BE POSTED ON JOB S ITE
PermitPLUMBING PERMIT
AT ALL TIMES
P9 6-0131#:
APPLICANT COWERCIAL DESIGN ENGINEERINGP.O. BOX 2440, COLORADO SPRINGS,
CONTRACTOR COMMERCIAL DESIGN ENGINEERINGP.O. BOX 2440t COLORADO SPRTNGS,
Job Address
Locati-on. . .
Parce1 No..Project No.
1278 VAIL VALLEY DR
GOLF MA]NTENANCE SHOP
2101-0 81-]-4-002
PRJg6-0008
co 80901
co 80901
Status. . .
Applied..
Issued..,
Expires. .
Phone:. 9719-
I SSUED
08 /20 / lee 6
t0/18/ree6
o4 /L6 / 7ee7
390-0s95
Phone: 97)-9-390-0595
OWNER VAIL GOLF MAINTENANCE /iIOV75 S FRONTAGE RD, VATL CO 81657
Description: PLUMBING GOLF MAINTENANCE ADD Valuation:33, 045 . 00
********************fi***tr***ff**Jr******************t**** F EE SUt4l.lARy ****i*t****************************ff*********************
P tumb i ng----->
Ptan Check---)
Invest igat i on>
tli l, L cat t---->
510.00
127.50
.00
Restuarant Ptan Revie|r-->
TOTAL FEES-----
.00 Total Catcutated Fees---)
640.50 AdditionaL Fees--------->
Totat Permit Fee-------->
theIa t_o comp(y with the infornation
information requi red, compteted an
640.50
640.50
640.50
fte.m: .05100 BUILDING DEPARTMENT08/20/1996 DAN Action: AppR Dept: BUILDING Division:
***************************************#*********************************rti******************************************************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE
*******i****************H********************id*********ff****i****************t************************************************
DECLARATIONS
I hereby acknoytedge that I have read this appLication, fil,l,ed out in fuu,ptan. and state that att the information provided as required is correct.to compty with al.l, Town ordinances and state taus, and to buitd this stcodes, design review approved/ Uniform Buil,ding Code and other ordinang
accufate plot
and pl,ot p Lan/
subdivi sion
REOUESTS FOR INSPECTIONS SHALL BE I1ADE TI{ENTY-FOUR HOURS IN ADVANCE BY
SIGNATURE OF OI,]NER OR CONTRACTOR FOR HITISELF
ot the T
.o),**************************************************************r.*
TOWN OF VAIL, COTORADO Reprinted: t0/Zl/96 15:06 Statemnt****************************************************************
Statemnt Number: REC-0220 Anount:
Payment Method: CK Notation: #56143
540.50 I0/2I/96 15:05rnit: cD
This Payment
********************************************************r.*******
Permit NoParcel NoSite Address
Location
Account Code
01 0000 41311
01 0000 41332
01 0000 4t336
P96-0 131 Type: B-PLMB
2101-081-74-002
1278 VAIL VALLEY DR
GOLF MAINTENANCE SHOP
PLUMBING PERMTT
Total Fees:640.50 Total ALL Pmts:
BaLance:
Descript,ion
PIJUMBING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
640.50
640 .50
.00
Amount
510.00
L27 .s0
3.00
REPT I31
A3/ 13/97 , O6 :5.3
Activity:
AddreEs:
Lou-at i on:
Jrarce I :
Descr i pt i on :
Appl icant:
Owner:
Cont naet or" :
M96-lalP9 3/L3/97 Type! B-MECH Status: ISSUED
1878 UAIL VALLEV DR
BOLF MAINTENANCE SHOF'
e101-Urgl*14-AA?
TOI^|N OF VAIL, trULURADO
REOUESTS FT]R INSPECTION WORK SHEETS
Occ:
FI€CHANICAL BOLF FIAINTENANCE NDD
CBMFIERCIAL DESIGN ENGINEERINGT LT Phone:
VflIL GOLF MAINTENANCE/TOV Fhone:
COMMERCIAL DESIGN ENGINEERING' LT Fhone:
FOR:3/13/97
U5e:
718/39ra-rasg5
719 /39er-0595
F.AGE 3
AREA: CF
Constrl AtrOM
Inspect i on Request
Requeston: Jin
Req Time: 01:0O
Itens r"equest ed to
66390 MECH-Final
Information...
Comnentsl HVAC
be Inspected. .
F,hone: JEA-OEqI0|
Aql-ion- cg Tine Exp
Inspect ion Histony. .. ..
It em : ArAa0@ MECH-Rough
AL/34/97 Inspectorr DS Actionr
Notes: B-VENTS pENETRATING OCCUtrRNCY
tall31./97 Inspector: DS Action:
Itern: 6Ae4A trLMB-Gas tripingItem: et0glO MECH-Heat ing
It em: 00390t FTECH-Exhaust HoodsIten: 0033ra MEEH-Supply Air
Iten: 46340 MdCH-Misc.
Item : CtO390 MECH-Final
DN DENIED
SEF.ARATION hJNLLS
APPR B-VENTS
NOTE: THIS PERMIT MUST BE POSTED ON
ADD/ALT COMM BUILD PERMT
JOBSITE AT
Permit
V u,l +Vt-
0 urcal f'
ALL TIMES
#: 895-0393
75 South Frontage Road
VaiL Colorado 81657
970-479 -2 I 3 8/479-2 I 3 9
FAX 970-479-2452
Job Address:Location...:
Parce1 No..:Project No.:
Development
ISSUEDtt/02/tees
tL/08 /tees05/06/tee6
D ep artment of Community
1278 VAIL VALLEY DR Status. . .
VAIL GoLF CLUB .MAINTENANCAppLied. .2101-081-L4-002 Issued. ..
Expires. .
APPLICANT DAVID BRENNAN
P.O. BOX 1574,
CONTRACTOR DAVID BRENNAN
P. O. BOX 1.57 4 ,OWNER TOhIN OF VAIL T75 S FRONTAGE
Description:
TRASH ENCLOSURE
MASONRY, INC.
AVON, CO 8162 81620
MASONRY, rNC.
AVON, CO 8162 81620
FINANCE DEPARTMEN
RD, VAIL CO 81657
Phone z 970-476-2240
Phonel 970-476-224O
TOV/Comm. Dev.
Clean-up Deposit Refund
Occupancy:
Tlpe Construction:
Type Occupancys
Valuation:
Fireptacr lnfortration: Rcstficted:
Not in
1-HR Type V
approved
amount
date
Add sq Ft:
flof Gss Logs:
.00
.00
B
v
table !
1-Hour
5r000
fof Gas Appt iances:
R.stuarant Ptan Rlvi ff-->
DRB
#0f Uood/Pa t Lct:
*#**ffi*tffi#*#*i*H*******ffi*H* FEE SUllllARY
Bui tding--->
Ptan Check---)
InvestigatiolD
Ui l.l, Catt---->
95. O0
61.75
TotaI calcutated F..s-->
AdditionrL Fees--------->
259.75
.00
259 .75
259 .75
TOTAL FEES_--------__> ?59.75 BALA CE DUE_______> .00**|kit***trffi**ffiffiffiffi********:R**ffiffi**ffiffiir*ffirrt***:tir*rtffr**ff****l#**ff**JrffiiJ<rt*****ffif,**#*
Dept: BUILDING Division:
Dept: PLANNING Division:
Dept: FIRE Division:
Dept: PUB WORK Division:
REAUESTS FOR IIISPECTIONS SHALL BE I'IADE IIIENTY-FOUR HOIJRS IIt ADVANCE BY TELEP}€NE Al 479-2138 oR AT olJR oFFICE FRoll 8:00 Ar 5:00 Pil
Item: O51OO BUILDING DEPARTMENTL\/O2/L995 DAN Action: APPRItEm:' O54OO PLANNING DEPARTMENTLI/O2/L995 RUss Action: APPRItb,m:' 05600 FIRE DEPARTMENTIL/O2/L995 DAN AcTion: APPRItbn:' 05500 PUBLIC WORKSll/O2/r995 DAN Action! APPR
ffi,r*'t**|t*rr}'r*ffi **ffi *ffi***ffi ffi****tffiffi***ffi#rrffi*****ffi *
see Page 2 of thie Document for any conditions that may apply to this permit.
DECLARATIONS
I.hcreby acktroetedgc that I havc read this application, fitted out in ful,L the infopoation requi red, conpteted an accurate ptotptan, and statc that atl thc infornation provided as requiecd is corrcct. I agree to corp Ly Uith thc inforration and ptot itan,to coipty yith alt Tovn ordinances and state [avs, and to buitd this structure according to the Tounr s roning and subdivision
codes, design revicu approvcd, uniforn BuiLding Code and othep ordinencas of the Tovn appLicabtc therrto.
OI.INER ORSIGNAIURE OFSend Ctcan-Up Dlposit To: VAIL REC DISTRICT
$'*"uo
CONTRACTOR
***********:*****************************************************
TOIVN OF VArL, COLORADO Statennt
****************************************************************
Statemnt Number: REC-0097 Amount:
Payment Method: CK1365 Notation:
2s9.?5 n/O8/9s LOt26Init: lo.tc
Perrnit No: 895-0393 TIT)e: A-COMM ADD/ALT COMM BUILD P
Parcel No: 2101-081-14-002Site Address: L278 VAII' VALLEY DR
Location: VAIL GOLF CLUB I.IAINTENANCE SHOPTotal Fee6: 259.75
This Palrment 259.75 Total ALL Pmtsz 259.75
Balance: .00****************************************************************
Account Code
01 0000 41310
01 0000 4L332
01 0000 22002
01 0000 41336
Description
BUILDING PERMIT FEES
PI..AI{ CHECK FEES
CLEANUP DEPOSITS
WIIL CATL INSPECTION FEE
Anount
9s.00
6r.75
100 .00
3.00
o
o
ooC'
'FlOEO|'.oo-q(
F.oa0E)d8
q
!
A|{
olol
oo
o0
o
oo
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FPARCEL .lt:. -__ e ztoto4,tqoo'vpERMIT AppLIC4FION, FORM.' DATez to l=ol1g
al ApplrcArroN MUsr BE FTLLED our cor,lpr,ErEl,y oR rr rirAyistF.o0tffiftffi, DEPI
r************** *t************** pEp!{IT fNFORSAII9N it*********** *i***************rl|-t l-Building t l-Prurnbing [ ]-Electrical [ ]-Mechanlbal txl-other TgtJl",,^r-
Job Narne: W ,rob Address: 14]! Va;!Ja-2-I4h;, *
F-V^CA ILegal Descriptionr 'rlot- Brock- ririns___7n___jurDrvrsroN, Vo^lttitla.qt*
a olOlrners Narne: ( Vdi Address: ag'?V.MI-+DadM- g5.a-?1-a7a2,-
Architect ftsl*n C^"t^' L.r{s Address: ftvo',- ( to.^a t,;lp\ p6.1./Q- 56gLl
;,D # -^ _":.-_-;' a-!!JE- rLr'r'Arr:,4.2_
f * * * * * * * * * * * * * * * * * * * * * * 6? * €o#{.JnoR rNFoRI,tATroN * * * * * * * * * * * * * * * * * * * * * * * * * * *7 Eeneral Contractor: D4r.r,) Brc"rnr+r*rnr,+sbr.rr., Town of Vail Reg. NO.,OG-3
[ ]-Additional [ ]-Repair [ ]-other
Nunber of Accommodation UnLts: M/*
Town of Vail Reg. NO.
Phone Nuruber:
-
Mechanical Contractor:
Address:
t,***************** * ** ******* ***** FORBUfLDfNc PERHfT FEEs
PI,I'IIIBING PERMIT FEE:
MECHANICAL PERIIIIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
oFFrcE usE ********* * *********************
BUTLDTNG PI,AN CHECK FEE:
PLWBTNG PIAN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
RECREATTON FEE:
CI.,E]AN-UP DEPOSIT:
TOTAL
BUILDTNG:
STGNATURE
ZONING:
SIGNATT'RE
General Descripti on z d^cJou.+<- lm
L( V^{. a; h I v.*rs+ zt + lo^Ao ",*;,
Vlork Class: Q(J-llew [ ]-Alteration
Nuraber of Dwelling Units: L
tfnber
and Type of Fireplaces: Gas Appri^n""=;N/* eas Logsl!/ft wood/pettetW_
||t********************************* VALUATTONS ******************* * *************,
BUILDING: $ ELECTRICALZ I_-__4.1T. OTHER:\rI&tLI\. y
lLIIuBrNc: _ _ _r{TIryrcAL: +T- roi;i; $:-a?z-_-
Address: pfr"""-ll"r|.]", -fiif$d
Electrical Contractor: Town of Vail Req. No.Address:
-
Plurnbing Contractor: Tordn of VaiI Req. No.Address:rsE-'. phone Nunber:
cLEAtr IrP IIEPOSIT BEnlIp TO: Ud-a Pas-,bisfrict
t
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V;l\(4 8tt57
t
l O MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1gg4
WHEN A'PUBLIC WAY PEBMIT'tS REQUIRED
TO:
FROM:
DATE:
RE:
Job Name.rf ,-^-\ G.\a (ro\ s.lo^-I-'Date:__re\go\qs
Please answer lhe following questionnaire regarding the need for a 'Public Way Permit':
NO
)<
x
v
X
I
/
x
E
1) ls this a new residence?
2) ls demolition work being performed
lhat requires the use of the right
of way, easements or public property?
3) ls any utitity work needed ?
4) ls the driveway being repaved?
5) ls ditferent aocess needed to site
other than existing diveway?
6) ls any drainage work being done
atfecting lhe right of way, easements,
or public property?
7) fs a "Revocable Right Of Way permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
x
]f_V9u_ a19wet9d y"s to any of these questions, a 'Public Way Permit' must be obtained.?ublic Way Permit" applications may be obtained at the Public Work's office or alC9.ryry1ity Development. lf you have any questions please callCharlie Davis, the Town
of Vaif Construction Inspecior, at.479-Z1Sg.'
I have read and answered allthe above questions.
Job Name Contractor's Sig natu re
lnwn
75 routh fronlage rold
Yail, colo..do 81657
(303) 479-2138 ot 479-2L39 oltlce of conmunfty devcloprncnt
TO:
FROM:
DATE:
su&fECT:
d and acknowledged by:
O ..tS" .-*r-ositionTneliEi6Tp-to
ALL CONTRACTORS CURREMTLYT, NNCTSTSNSD WIIH TIIETOIIN OF VAIL
TOWN OF VAIL PUBLIC I{ORKS/COMMITNITY DEVEIOPMENT
MARCH 15, 1988
CONSTRUCITON PARKING & I{ATERTAL STORAGE
rn surimary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track or deposit i"v-="ir]-tJ.r, sand, debrisor naterial , including trash bumpsters, portable toirets andworkmen vehicles. upon any streetl sia"r"ix, -;ii;y or publicprace or anv porti6n theieof . --ri-t" right-of-nay on arr. Town ofVail streetl ind.Ig"-d" is afproxinately 5 ft. off pavenent.This ordinance rill b".;t"i;iit"enforced by the Town of VailPubric works DeDartment. perslns found viaratin; this ordinancewilr be given a-24 hour .r"iii.""i"ti."-t"-;;;;"t=.id nateriat.fn the event the person so notified-does not -ompfy with thenotj.ce wittrin the- 24 rroui-tirn.-.p".iiiil, "il"-;ffitic worksDepartment wirr remove said rnateiiur it-th;-';6;;re of personnot-iried. rhe provisions-or-'trri"-""ai;"#; ;f,5ii not beapplicable to c-onstruction, r"irrt"rr.nce or repair projects ofany street or alley or any utilitres in the right_a_way.
To review Ordinance No. e in full, please stop by the Town ofVail Buir'ding Department to obtiin a copy. rlani< you for yourcooperation on this rnatter.
ReaY-
\
lnwn
73 routh fronbg. rord
ttll, colondo 81657
l3o3l 479-2L38 ot 479-2L39 olflcc of communliy dcuclopma||t
BUILDING PERI.|IT ISSUANCE TII4E FMME
If this permrit requi.res a Town of Vail Fire Department Approval,EngineerLs (Pubric !l*rr review ana-ipp"ouar, a pranning Departmentreview or Health Departm6nt review,-"n[ a-review ry tne'6ui]aingDepartment, the estimated tini ro"'a-tstar ili;*-;uJ"iai!'as tongas three weeks.
Al] commercia'l (]arge or smail) and ail murti-fami'ry permits wiilhave to fo]low dtre iuove renti6neJ-maximum requirements. Residentialand small projects shourd take a teiier amount of time. ttowever, itresidential or smailer.projects impiii the various above mentioneddepartments with reqard' to-necessiry-revrew, these projects mayalso take the three-weet perioJ.
Every attempt will be nnde by thfs departrnent to expedite thispermit as soon as possibie. - vv !^rss'es e'
I:-l!" undersigned, understand the plan check procedure and timeTrame.
vFr=Ei=+\tu- Agreed to by.
Corrnuni ty Devel ooment Department.
KRM CONSULTANTS, ll'lC'
P,O, Box 4572
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