HomeMy WebLinkAboutB00-0308 PLANS0
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0= 00 *56'02 "4-8t 22.36
R= 678.06' +121.73
L= 11.05' \
T =5.53'
CH= 11.05' / PORTION OF HEATED DRIVE IN
C8= N45508'E f 87zt.os THE TOWN OF VAIL. R16HT OF \ °
WAY TO BE ON SEPARATE ZONE
+721.13 \
(_ATr LIST
1
.. -
\ / SYMBOL, OUAN. COMMON NAME 0TAN16AL NAME r
V i3 (3) REQUIRED INDOOR PARKING
SPAGES PIGEA PUN6,EN5 Z
10 GOI- ORAI20 BLUE 5PRUGE GLAUGA 8' —
CA ry Z
PFD (2) REQUIRED OUTDOOR PARKING Q
20' O SPACES FEL FLOWERING CRAB MALUS 3" GAL.
PED v
LLI
�G� \ GATGH BASIN WHEAT POPUI_U5 > -
h��P TAPE AT DRAIN PIPE TO \ `° 10 GOTTONWOOD ANGU51' Ii`01_IA 3" GAi... Z Q
LIMIT OF D15TURBANGE - - - �� E \ DAYLIGHT O O
sitssa a� / / v A LU C-) d)
Ile 5 LL -AG GAL. z Q
/ 200' SNOW STORAGE .I
4' -5' DIAMETER ' Q
SANDSTONE BOULDER ® 9� / �� / Vim\ LOT 9 \ f POTEN'TIL.LA POTE`N °tILI_.A -1 � () \i
IC- HEATED t OJ q JAGKMANNI JAGKMANNI I GAl- Q)
GONG DRIVE \ \
C I i �- Av A NOTE: ALL AREAS D157URBED BY CONSTRUG "i "ION WILL BE RF:VE6ETATED T
It
10 1g ` I 11 \\ \\ \ WITH NATIVE 6RASSE5 t °
N9 / / I I _� 0 >
1 V / CSGUARE F00 A7E GALGULATIONS MAIN HOUSE x
06
�at,zn
L.ONE-R LEVEL 534 50. FT. <
MAIN LEVEL. 2,610 50. F't". Q
UPPER LEVEL_ 1,348 50. F "i.
TOTAL. -MAIN F10U5E 4,4612 SO. FT.
El 1U 7613 50. F'f.
I' -6" BOULDER RETAINING <�O q�42'
AS NEGE55ARY // \ E5
// / \ I I /
- _ . \ \. GARAO
LIMIT OF DISTURBANCE _ 4 O
\V // MAIN 544 50. F'T
EHU 242 50. FT.
� O
HEATED GONG WALK \j \
O .-
\ /// O o \ A POOF ABOVE SITE GOVERAOE: 3,560.0 50. FT. i
6" PERFORATED DRAIN
PIPE WHEAT TAPE T OI cl.42' z
CATCH BASIN \ \\ RIDGE ® / / /
EXTERIOR LI607" FIXTURE KEY
TRASH 5TORA6E IN GARAGE _ \ 8
\ \ / \ / OO E=XTERIOR RECESSED INGANDE5G=NT DOWNLIGr1T
DECK ABOVE RIDGE ® / Q
O r 8148.15' > / t11
/ DECK / DECK
f'•} EXTERIOR PENDANT FIXTURE (GHANDEL.IER)
4' -3" TALL BOULDER WINDOW WELL - - \ \ UPPER LVL = 812q.b5 p _
SEE WEST ELEVATION /
MAIN LVL = 811q.5 Y 8llq.11' LU
16 �(cai LOWER LVL = 81061.35 / \ /� W > O
&RAVEL OVER WEED STOP FABRIC - \ y / \ / (kk
o BOTTOM OF WINDOW WELL - TOP `v' -- \ V /• W (� Q
OF GRAVEL 6" MIN BELOW WINDOW h;v� of - s
o NOTES_ In tit
SILL - SLOPE AWAY FROM HOUSE k� O Z
B.O. WALL RID 88o / \ / 1.) tHE SURVEY DATA INDICATED ON TH15 PLAN 21 1 -I
DECK P05T BA Q
111.15' _ / BELOW \ WA5 TAKEN FROM A DRAWING TITLED: O
AMENDED FINAL PLAT I O
G s? o DAUPHINAIS - M05ELEY 5UB- D .i
IVISION - FIDNG NO
r' \ O A?= z= K LOT � 0 A RESUBDIV1510N OF LOTS 5, 6, 7, 8, q AND 10 _� J
\� �- O \ 8118.11' • 14,599 SO. FT. TOWN OF VAIL, EAGLE COUNTY GOL.ORADO Q Le
gyp; I p/ 0.335 AC. PREPARED (STAMPED & 516NED) BY INTER- MOUNTAIN Z O >
u T 0 WAL
6,
Aa\R
LOT 11
NFL q'\Q��
® -811> QT20 / SOlt_S �� i EN &INEERIN6 LTD. PROJECT oq8 -01305 -
-N t J9- c, P'6emmb �� a 2.) THE EXISTING TOPO &RAPHIG DATA INDICATED ON THIS
\C PLAN WAS SUPPLIED BY INTER- MOUNTAIN EN6INEERIN6,
S. DEGK - / / LTD.
81161.11' / ®�
3J DATUM ELEVATION:
ELEVATION 100' -0" ON THE PLANS, ELEVATIONS, AND SECTION
/ ® / CORRESPONDS TO ELEVATION BIIq.50' ON TH15 51TE PLAN.
DEGK, �b // APPROVED v
Community Development °
Department
AD // ! Building Safety & inspection V
TOWN OF VAIL Services �J
® Section 106A3, Uniform Balldhig Cod% Validity of Permlt. The issuance Town Of Vail or �' g �� or OFFICE COPY
NIL
°
/ / shall no be construed to be v� �f i specifications and computations
/ permh or, approval of, any violation of
/ any of the provisions of this code or of any other ordinance of the jurisdiction.
/ permits presuming to give writy to violate cancel the provisions of this
the °
/ code or other ordinances of the jurisdiction shall not be valid.
The issuance of a permit based on plans; specifications and other data shall
not prevent the building official from thereafter requiring the correction of �I
\ cmors in said plans, sr-cifica: ions and other data, or from preventing building
operations in violation of this code or of
any other Oh ^• r' t1 / /
o
/
INITIALS: -- 1.�. —. u.,��: N Date: 10 /I6 /00
PERMIT
v / Revised:
` GRAPHIC SCALE 1-
U
to o s to 20 <o O
\
IN FEET
\ / w
1 inch = 10 ft. i
/
/
ILC StnE4,4d45
I're'iff /D, )
517r= FLAN
56ALE: I" = 10'
Sheet Number A) e1
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❑
18'A In'
11' -3•
I
❑. _.. ❑ _
I
51�
16'-10 1/2'
GRAWL5PAGE
(5' MAXIMUM)
LINE OF LONER -
FRAMING ABOVE
SEE MAIN LVL
GRAVEL OVER NEED STOP FABRIC - TOP OF
GRAVEL 6" MIN. BELOW NINDON SILL - SLOPE
AWAY FROM NINOON
BOULDER RETAINING
SEE LANDSCAPE 90' -91/2'
22%b'
OEL. (12' -3"
N 1• 8.
, m 5 1/2
c
FAMILY ROOM
Dmov_e Dv_tEG•K�
Qom, ,)aav� a7 vec• Ste. 3w.
14' -6'
m
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\ Ie.
IS' -II'
51n•
ACC EsS eta s Ce J c-S�e
q-7 cit3c Sec. a -304..3
UEN"Cll.�'itJi�I- QEci,Jt1ZE`p
q? �gc. SEC • �3a(�.7
N,
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_.. ___ .. . ...... I6' -10 In•._. 5 / .._S' In• 5' -31n• 6 14•-b• ,� ta_
i/ // _
Sin' 3�n• 51n'
STORAGE
UNDER ST "
�icS�St1� IE CpA( 5T�.1Cn oo
r.o� -- sl��— q'7 6 . SEC • hi A3.3 cl
A �' 'z> EL. 8(1'-10 1/4" m
A4.1 V, UP
C' in
�I
LINE OF
DECK ABOVE ��� ❑ V� BATH 2'
t1 E C1 c �Ti v �4
5 In" 4' -0" VAN. E� 0 5.1n .: .. ... A
(Z�W.uQ 97 J COC, Sa. 1x03:3 A4.1
i m r
Q
R.S. DECK POSTS
SEE STRUCTURAL G
❑ PRESSURE TREATED 2x6 STUD
WALL "/PRESSURE TREATED
= PLYNOOD ® GRAwLSPAGE SIDE
- TYP ® ALL 2x NALLS
Z w /GRANL5PAGE a ONE 51DE �� �' J`
1
FLUE CHASE ONCRETE 5L AB ���d i
ABOVE �w ®s' -O" BELOW ��� oGLJ?�
BOTTOM OF JOIST IL
} FOR MEGHANiGAI_
y EQUIPMENT
5' -11 in' 12' -0' - 14' -3'
VERIFY w/MECH
EQUIPMENT 6'
GRAWLSPAGE
(5' MAXIMUM)
LINE OF LONER
FRAMING ABOVE
1 t SEE MAIN LVL PLAN
o o U oed L
in t-
�, a? v�C• Sec - ,23 °�• ?
6' ' -10 1n. 6 13,_6. 6' 1s' -q In' 6.
u
❑
' q
t
4
I
u
❑
18'A In'
11' -3•
I
❑. _.. ❑ _
I
51�
16'-10 1/2'
GRAWL5PAGE
(5' MAXIMUM)
LINE OF LONER -
FRAMING ABOVE
SEE MAIN LVL
GRAVEL OVER NEED STOP FABRIC - TOP OF
GRAVEL 6" MIN. BELOW NINDON SILL - SLOPE
AWAY FROM NINOON
BOULDER RETAINING
SEE LANDSCAPE 90' -91/2'
22%b'
OEL. (12' -3"
N 1• 8.
, m 5 1/2
c
FAMILY ROOM
Dmov_e Dv_tEG•K�
Qom, ,)aav� a7 vec• Ste. 3w.
14' -6'
m
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IS' -II'
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ACC EsS eta s Ce J c-S�e
q-7 cit3c Sec. a -304..3
UEN"Cll.�'itJi�I- QEci,Jt1ZE`p
q? �gc. SEC • �3a(�.7
N,
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_.. ___ .. . ...... I6' -10 In•._. 5 / .._S' In• 5' -31n• 6 14•-b• ,� ta_
i/ // _
Sin' 3�n• 51n'
STORAGE
UNDER ST "
�icS�St1� IE CpA( 5T�.1Cn oo
r.o� -- sl��— q'7 6 . SEC • hi A3.3 cl
A �' 'z> EL. 8(1'-10 1/4" m
A4.1 V, UP
C' in
�I
LINE OF
DECK ABOVE ��� ❑ V� BATH 2'
t1 E C1 c �Ti v �4
5 In" 4' -0" VAN. E� 0 5.1n .: .. ... A
(Z�W.uQ 97 J COC, Sa. 1x03:3 A4.1
i m r
Q
R.S. DECK POSTS
SEE STRUCTURAL G
❑ PRESSURE TREATED 2x6 STUD
WALL "/PRESSURE TREATED
= PLYNOOD ® GRAwLSPAGE SIDE
- TYP ® ALL 2x NALLS
Z w /GRANL5PAGE a ONE 51DE �� �' J`
1
FLUE CHASE ONCRETE 5L AB ���d i
ABOVE �w ®s' -O" BELOW ��� oGLJ?�
BOTTOM OF JOIST IL
} FOR MEGHANiGAI_
y EQUIPMENT
5' -11 in' 12' -0' - 14' -3'
VERIFY w/MECH
EQUIPMENT 6'
GRAWLSPAGE
(5' MAXIMUM)
LINE OF LONER
FRAMING ABOVE
1 t SEE MAIN LVL PLAN
o o U oed L
in t-
�, a? v�C• Sec - ,23 °�• ?
6' ' -10 1n. 6 13,_6. 6' 1s' -q In' 6.
u
❑
I.A. 12'-6 In' 15' -01
51A'
90'A 1/2'
J
4' -0 1/2'
i
SS
35' -0'
33' -6'
GRAWLSPAGE
(5' MAXIMUM)
Q
NOTES:
1. ALL NINDON5 DIMEN51ONED TO CENTERLINE
UNLESS OTHERNISE NOTED.
2. VERIFY INTERIOR FINI5HE5 WITH DAUPHINAIS
M05EI-EY GONSTRUGTION.
3. VERIFY KITCHEN 4 CLOSET LAYOUTS
w /DAUPHINAI5 M05EI-EY CONSTRUCTION.
4. VERIFY CEILING HEIGHTS 8 BREAKS
WDAUPHINAI5 M05ELEY CONSTRUCTION.
0
LCAER LEVEL FLOOR PLAN'
5GALE: 1/4" = 1' -0" PLAN
3s'o' NORTH
AREA:
LONER LEVEL 55450 FT
DATUM NOTE:
ELEVATION IOO' ON PLANS, ELEVATIONS AND 5EGTION5
CORRESPONDS TO ELEVATION 8119.50' ON THE 51TE PLAN
4
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1
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1�
I.A. 12'-6 In' 15' -01
51A'
90'A 1/2'
J
4' -0 1/2'
i
SS
35' -0'
33' -6'
GRAWLSPAGE
(5' MAXIMUM)
Q
NOTES:
1. ALL NINDON5 DIMEN51ONED TO CENTERLINE
UNLESS OTHERNISE NOTED.
2. VERIFY INTERIOR FINI5HE5 WITH DAUPHINAIS
M05EI-EY GONSTRUGTION.
3. VERIFY KITCHEN 4 CLOSET LAYOUTS
w /DAUPHINAI5 M05EI-EY CONSTRUCTION.
4. VERIFY CEILING HEIGHTS 8 BREAKS
WDAUPHINAI5 M05ELEY CONSTRUCTION.
0
LCAER LEVEL FLOOR PLAN'
5GALE: 1/4" = 1' -0" PLAN
3s'o' NORTH
AREA:
LONER LEVEL 55450 FT
DATUM NOTE:
ELEVATION IOO' ON PLANS, ELEVATIONS AND 5EGTION5
CORRESPONDS TO ELEVATION 8119.50' ON THE 51TE PLAN
4
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b 1/2'
R.O.
PECK FRAMING DECK FRAMING DECK. FRAMING
OEGK
O
22'-b'
qoA 112,
14'-b'
G
A4.1
T-4 314' 3'-4 1/4' 3'-4 112*
LINE OF STONE
'p GAP 4 STONE
VENEER BELOW
UPPER GAE31NETS
oVAA15HERJORYER .N O ov ROD 4 SHELF
ABOVE o SINK
/L
FT
T.O. DECKING
II
-TO.
100'-0" RAISED
BAR
5 In'
DINING ROOM
L-7 --
LINE OF FLOOR
ABOVE
ON m 4N,\
C2
LAUNDRY OL05ET
�u
KITCHEN
as 2M' 6-51/2'
O 51/2' L31]12
SEC - 160 3. 3• (p m
HALL
ALL
7
5 In*
5 112 • [' -O• 1'-q 3/4' P-9 3!4' JI'-O 51/2'
RA:.. RD
p.
35'-0*
ELEGFRI6
METER
CLOSET
DECK ABOVE
1-919- OCCOPA-vaCq SCp&ttyW"
Q7 0a. C. sfir . 54�' It/
MAIN GARAGE
231-31/2,
0-6 mwt4i-4-WILAB
0 DOOR
cc-oslx#�. 453 gj-(/
-1
31/2,
C6 9 -C d6 3.3- (C)
E3
A4.1
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A4.1 U
-1 1 1 .
2'-21/2' 31-2* le" ol 3'-001
31-ql
5J/2� 13
'17 31/2* 3112' FIN e''
COVERED
-CtPEWPICKET RAILING -r& 4700r. SEC. <09 e,,vLL/t9jEp ENTRY
T.O. DECKING ABOVE
ROVE
E- qq'-O" I V
se Mot' Cc" A
NALL5 o DORMER /no
ABOVE I oT,,.O. IN FQ'rE
LINE OF DORMER DN TEL. 100'-0` R.5. P05T5 @
71-
ABOVE ENTRY ROOF
A41
DEC Al LIVIN6 ROOM
0 c> EmAxv�-1
-u 1- 4--0-
-)%Of SfAc 51/2' 31/.. I 51/2,
LINE OF FLOOR it WET
Owl
ERIFY ALL DIMS ABOVE BAR MASTER
o FIREPLAGE AD OL05ET
"/OMG BEFORE HEATED CONCRETE
FRAMING E I DIMS
0 / Fir
N 0
p
rFA tl' F)R[\/ENAY---
7_7 m 10'-51/2'
3' ARCHED
OPN&
-1-5 112 11-11• 4'-0' 11-11, 4'-0* 4*-51/2* 3�1 112' II' -1 112' 5-2 3/4'
I- I I ", 'X
NO*
X
------- T.V. jNEN
3112*
� 10\
ON ;?�
NO-FES:
01B
_0• A TO DECKING
RD. 1. ALL WINDOWS DIMENSIONED TO CENTERLINE
UNLE55 01HEPH15E NOTED.
O-C
2. VERIFY INTERIOR FINISHES WITH DAUPHINAIS
G) LINE OF STONE MOSELEY 6ON15TRU6TION.
5'-3• m GAP (g) STONE
z . 13112' 31/2* VENEER BELOW
3. VERIFY KITCHEN 4 CLOSET LAYOUTS
LINE OF DORMER < MASTER 1*
0 > > N/DAUPHINA15 MOc�ELEY GONSTRUCTION.
z 5LEEPIN(9 ROOM ABOVE 0
4. VERIFY GEILINO HEIGFIT5 4 BR[ AK5
`)1 WDAUPHINA15 MOSELEY GONSTRUCTION.
T ------
MASTER
5ITTIN6 ROOM/OFFICE 17 LINE OF
CEILING BREAK
(ZI
MIRROR
MA5T
BATH ER
®r-
3.
s In I? 5 In' 3 In, 3 In* 5 V2* In
07 0fr. Srr. 316.
41 1
3/4' 5'-6 1/2• 5'-61/2' I'-Il 112' 1'-0* 2'-53/4*
In, \.Lj
limoiiii!AIN L.EVEL. r—L.CCR FLAN
RD. R.O.
71A.
4'-0' 12'-6 112' 4'-0 112' 5CALE: 1/4" = 1'-0" 35!-0'
OE( X FRAMING AREA:
MAIN LEVEL - MAIN HOUSE 2,610 50 FT
MAIN HOU51E - GARAGE 54-4 50 FT
EHU - GARAGE 242 50 FT
DATUM NOTE:
ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS
CORRE5POND5 TO ELEVATION N Ici.50' ON THE 51 FE PLAN
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Dote: 10/16/00
PERMIT
Revised:
Sheet Number
A2.2
L --j
5 In*
5 112 • [' -O• 1'-q 3/4' P-9 3!4' JI'-O 51/2'
RA:.. RD
p.
35'-0*
ELEGFRI6
METER
CLOSET
DECK ABOVE
1-919- OCCOPA-vaCq SCp&ttyW"
Q7 0a. C. sfir . 54�' It/
MAIN GARAGE
231-31/2,
0-6 mwt4i-4-WILAB
0 DOOR
cc-oslx#�. 453 gj-(/
-1
31/2,
C6 9 -C d6 3.3- (C)
E3
A4.1
Lu
0
Q) e - --
o
A oj
A4.1 U
-1 1 1 .
2'-21/2' 31-2* le" ol 3'-001
31-ql
5J/2� 13
'17 31/2* 3112' FIN e''
COVERED
-CtPEWPICKET RAILING -r& 4700r. SEC. <09 e,,vLL/t9jEp ENTRY
T.O. DECKING ABOVE
ROVE
E- qq'-O" I V
se Mot' Cc" A
NALL5 o DORMER /no
ABOVE I oT,,.O. IN FQ'rE
LINE OF DORMER DN TEL. 100'-0` R.5. P05T5 @
71-
ABOVE ENTRY ROOF
A41
DEC Al LIVIN6 ROOM
0 c> EmAxv�-1
-u 1- 4--0-
-)%Of SfAc 51/2' 31/.. I 51/2,
LINE OF FLOOR it WET
Owl
ERIFY ALL DIMS ABOVE BAR MASTER
o FIREPLAGE AD OL05ET
"/OMG BEFORE HEATED CONCRETE
FRAMING E I DIMS
0 / Fir
N 0
p
rFA tl' F)R[\/ENAY---
7_7 m 10'-51/2'
3' ARCHED
OPN&
-1-5 112 11-11• 4'-0' 11-11, 4'-0* 4*-51/2* 3�1 112' II' -1 112' 5-2 3/4'
I- I I ", 'X
NO*
X
------- T.V. jNEN
3112*
� 10\
ON ;?�
NO-FES:
01B
_0• A TO DECKING
RD. 1. ALL WINDOWS DIMENSIONED TO CENTERLINE
UNLE55 01HEPH15E NOTED.
O-C
2. VERIFY INTERIOR FINISHES WITH DAUPHINAIS
G) LINE OF STONE MOSELEY 6ON15TRU6TION.
5'-3• m GAP (g) STONE
z . 13112' 31/2* VENEER BELOW
3. VERIFY KITCHEN 4 CLOSET LAYOUTS
LINE OF DORMER < MASTER 1*
0 > > N/DAUPHINA15 MOc�ELEY GONSTRUCTION.
z 5LEEPIN(9 ROOM ABOVE 0
4. VERIFY GEILINO HEIGFIT5 4 BR[ AK5
`)1 WDAUPHINA15 MOSELEY GONSTRUCTION.
T ------
MASTER
5ITTIN6 ROOM/OFFICE 17 LINE OF
CEILING BREAK
(ZI
MIRROR
MA5T
BATH ER
®r-
3.
s In I? 5 In' 3 In, 3 In* 5 V2* In
07 0fr. Srr. 316.
41 1
3/4' 5'-6 1/2• 5'-61/2' I'-Il 112' 1'-0* 2'-53/4*
In, \.Lj
limoiiii!AIN L.EVEL. r—L.CCR FLAN
RD. R.O.
71A.
4'-0' 12'-6 112' 4'-0 112' 5CALE: 1/4" = 1'-0" 35!-0'
OE( X FRAMING AREA:
MAIN LEVEL - MAIN HOUSE 2,610 50 FT
MAIN HOU51E - GARAGE 54-4 50 FT
EHU - GARAGE 242 50 FT
DATUM NOTE:
ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS
CORRE5POND5 TO ELEVATION N Ici.50' ON THE 51 FE PLAN
6
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Dote: 10/16/00
PERMIT
Revised:
Sheet Number
A2.2
1H'-9 in
... .. .... _... i 22'x'
G
A4.1
r
B �
351-0* A4.1
,. 4 -6• / 'i -10 In' T -3318' 7'3�'A21{p - 2' -03/8'/ T -21/8' T -37/8' I ' 6x6 RAiL.ING DN
_.. _... .. , .. Y' 11'_3• _
DECK POST (TYP)
tA116 L
R2 vim' "At
O
ZZ o o VV v
v Q CLOSET- I
Q ' 3\ 6- VA 5 -O.
31n' 3 -2 2
5 in S I /2'
4 3112.
--l�J-
BATH 31n. _ ._--.�— ._._: -.
... N � �.___ _
BATH 4 BATH 5 -_- ENTRY
--
N
�n Q �= - m Q
BEDROOM #4 (T
10'-10" o o C I a m
Tlf
51/2' _. _. _... ...... , 5 1/2' m 5'U 2''1' 12' -3 V2' 3' -3 In' 4' -10 In' \ 13' -2 I/2'
Sin' 31n' ��I I ,,. 11'.ip• \ a.
55
.3 In' 5 In'
31/2' 3 I/Y 51/2'
_ _ v
�� I r BEDROOM n
II _ GEIL.ING
— r BREAK
CLOSET BEDROOM ? ✓ ABOVE
1
SEE MAIN LVL PLAN •- LIVING ROOM r
FOR wlNDOw DIMS s —�� I LAUNDRY i ✓` c U � RR
DE5I6NATIONS THIS -- \/�
\ HALL o \
AREA
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DATUM NOTE:
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DATUM NOTE: DEL. b9' -IO 1/4"
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DATUM NOTE: DEL. b9' -IO 1/4"
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5f-I0 3/4*x2'-5 5/4*
61-0 I/W
(9)
BEDROOM 5
PLCAK3521
2`-11 3/4* x 1'- 514'
11-21/2,
O
MASTER CLOSET
PLrAkq552q-2
5f-I0 3/4'x2'-5 3/4'
6l-0 116*
EHU
PLCGM2q35
7-5 3/4'x 7-11 3/4•
51-67/6,
BEDROOM
OFOYER
PLcCM2I5q
1-4 3/4'x4' -II 3/4'
8' -0 '1/8'
0
EHIJ
PLCCM2q53-2
4' -10 3/4*x4'-5 3/4*
BEDROOM
OHALL
PI-C4-M215q
l-q 3/4*x4'-Il 5/4'
51-01/6,
Bill) -
PLCCM2547 -2
4' -2 3/4'x V-11 3/4*
11-11/2,
KITCHEN
OHALL
PI-CCM2159
lf-q 3/4'x4' -II 5/4*
51-01/6,
EHU -
PLC4CM2q53-2
4' -10 3/4*x4'-5 3/4'
LIVING ROOM
OR
MAIN 6ARA�&E
PLCZ-M2455
2f-5 3/4'x 7-11 3/4"
6,-q 1/2,
EW
PLCCM2q5q
2'-5 3/4'x 4'- 113/4'
b' -O -Ile"
LIVING ROOM
OCLOSET
PLC4r M2535
2f-I 3/4• x 2' -II 5/4'
61-6 7/b,
EM -
FIXED
7-5 3/4' x VA 3/4*
SEE NOTE #3 0 RIGHT
2-5 3/4'x W-11 5/4'
- ------- ----- -- ------
ROOM
PLc6M2q5q (FIXED)
O
LAUNDRY
Pl."IM2555
2f-I 3/4' x 2f-II 3/4'
61-6 7/5,
EHU
FIXED
[CC"5q
2`5 5/4' x If-1 3/4*
-:7-5
SEE NOTE •5 0 RIGHT
5/4- X 4--11 3/4'
—1/8'
LIVING ROOM
(FIXED)
KtT6+"
P_C4SM2q55-2
4'-10 3/4' x 4'-5 5/4'
51_0 1/8K
EHU -
PLC,,M2q5q
2f-5 3/4"x 4f-II 3/4'
51-0 118,
LIVING ROOM
OKITCHEN
PLC41lm2q53
7-5 3/4* x 4'-5 514'
bl-O I/W
OW
Em -
PLCAY052q
7-11 5/4* x 2--5 5/4'
6d-10 1/2'
BATH
ODINING
ROOM
05C5Fq696
8,-0, x V-0,
b' -I 1/2*
BEDROOM 5
051-SP72452
(,,-0, x bf-lo"
ODINING
ROOM
FIXED
5'-10 3/4' x W-q 314*
01-1 I/T
SEE NOTE #5 a R16HT
BATH 5
PLC-M2553
2' -1 3/4' X 4' -5 3/4"
1'-o T/e,"
PLCAV6521-2
(D
DINING ROOM
FIXED
2f-II 314'x V-2"
BATH 4
PLCCM2553
2f-I 9/4" x 4'-5 3/4"
11-0 Ile)*
7 -11 3/4* x &'-q 3/4'
FIXED
51-1 V2,
SEE SOUTH ELEVATION
FLCIAY0521
SEE NOTE 05 0 RIGHT
- ,
---------
BEDROOM 4
PLCCM2q5q-3
1'-3 3/4* x 4f-II 3/4'
70U8'
ODININC,
ROOM
FIXED
7 -11 5/4'x 5'-10'
FIXED
81-11/2,
SEE SOUTH ELEVATION
SEE NOTE #5 a R16HT
ZZ
DINING ROOM
PLCZM2q5q-2
4d-10 3/4'x W-11 5/4*
11-0 1/8,
HIGH NINDOV6 AT VAULTED AREA
2f-II 5/4' x (>-q 3/4'
PLCAP6521
DINING ROOM
VELLUX
5KYLIc4ff
LIVING ROOM
FIXED
7-11 3/4" x 3f-O'
7-11 3/4'x 5'-10'
FIXED
HEAD HEIGHT ABOVE LIVING
VERI FY MODEL 4 SIZE YUVMl-
ROOM FLOOR DECKING
..
7-11 3/4' x 6'-q 314'
FIXED
q'-1 1/2'
5EE SOUTH ELEVATION
LEVATION
SKYLIGHT
R-CAP6521
SEE NOTE 03 0 RIGHT
LIVING ROOM
VELLUX
VERIFY MODEL 4 SIZE KVW-
=�TPL,�AK352q
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61-10 1/2*
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TOPPING
NINDON AND EXTERIOR DOOR NOTES:
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12"(P x 4'-O"± PIEP5
VV 2 #4 VERT. ON
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(TYP. 16 PLAGES)
DATE:
10-20-00
FILE:
900-51
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REVISED:
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ALL EXTERIOR WALL HEADS RS ARE 3 - 2 x 10 Vq1 SINGLE 2x6 TRIMMERS TYPICAL UNLESS NOTED OTHERN15F
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50IL.5 REPORT
5GALE
4" 6R
2 #4(
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1/2" m A.B. (D 4' O.G.
- 2 #4 GONT. TOP 8 BOT
- #4 ® 24" O.G.
- #4 @ 24" O.G.
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DRAIN - 5EE
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2 #4 GONT. TOP Ii BOT
#4 @ 18" O.G.
#4 tai 16" O.G.
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6
l f I n_ <f� DRAIN -SEE
SOILS REPORT
ON 5
5PEE!C7
56ALE I " =I' -O"
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SCALE
STONE VENEER
(WHERE OCCURS)
h" 0.5.B.
SHEATHING
V2" A.B.
4' D.G.
LTWT. 2 #4 CONT.
GONG. TOP 4 BOT�
ITTI1.88 HAN&ER5-
BEAR JOISTS ON
MUD51LL AT A /SIM
2x6 cs 16" O.G.
WOLMANIZED 5TUD5
%2" WOLMANIZED PLYWOOD
1/2" O A.B. @ 2' O.G.
MOISTURE BARRIER
2 #5 GONT.
DRAIN - SEE
SOILS REPORT
ION F-E
GENERAL. N!075
This structure has been designed to meet the requirements of the IGa'1 Unlform
Evliding Gode wtth amendments as adopted by Town of Vail.
All omissions or conflicts between various elements of the working drawings
and /or specifications shall be brought to the attention of the Structural Engineer
before proceeding with any work so Involved. The General Contractor shall verify
all dimensions and conditions at the job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated wlth this
project. Furthermore, he shall be responsible for coordination of all work and
materlais including those furnished by subcontractors. The Structural Engineer
shall be, contacted during the con5tructlon phase to make the job site inspections
necessary to confirm that the actual field conditions are consistent with the
design assumptions and that the construction 15 proceeding according to the
plans and specificotions.
Live Loads Used In De5lg1I
Roof bo psf
Floors 40 psf
Decks 100 psf
Eorthovake Zone I UBG
Wind 60 mph, Exposure B
The foundation design for this residence Is based upon and assumed bearing
capacity of 2000 psf and an assumed lateral pressure of 50 pc-l'.
A licensed Solis Engineer shall be contacted during excavation to
Inspect the site and confirm that conditions ore consistent with these
assumptions. The General Contractor Should review the 50119 Engineer's report
and follow its recommendations for excavation, backfilling, grading and drolnoge
5ysterns.
4x4xi" ANGLE STONE
LEDGER BOLT TO WALL
W/ sg" d> x 4"
EXPANSION BOLTS
o 24" O.G. 6"
2"
#4 ®18" O.G.
#5 16" D.G.
LL
#4 ®ib" O.G.
L
6
!/2" EXPANSION
MATERIAL i
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GRAVEL
LJ4"
•
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- #4 ® 24" O.G.
- #4 @ 24" O.G.
'J
6
DRAIN - 5EE
5011-5 REPORT
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2 #4 GONT. TOP Ii BOT
#4 @ 18" O.G.
#4 tai 16" O.G.
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SOILS REPORT
ON 5
5PEE!C7
56ALE I " =I' -O"
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SCALE
STONE VENEER
(WHERE OCCURS)
h" 0.5.B.
SHEATHING
V2" A.B.
4' D.G.
LTWT. 2 #4 CONT.
GONG. TOP 4 BOT�
ITTI1.88 HAN&ER5-
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MUD51LL AT A /SIM
2x6 cs 16" O.G.
WOLMANIZED 5TUD5
%2" WOLMANIZED PLYWOOD
1/2" O A.B. @ 2' O.G.
MOISTURE BARRIER
2 #5 GONT.
DRAIN - SEE
SOILS REPORT
ION F-E
GENERAL. N!075
This structure has been designed to meet the requirements of the IGa'1 Unlform
Evliding Gode wtth amendments as adopted by Town of Vail.
All omissions or conflicts between various elements of the working drawings
and /or specifications shall be brought to the attention of the Structural Engineer
before proceeding with any work so Involved. The General Contractor shall verify
all dimensions and conditions at the job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated wlth this
project. Furthermore, he shall be responsible for coordination of all work and
materlais including those furnished by subcontractors. The Structural Engineer
shall be, contacted during the con5tructlon phase to make the job site inspections
necessary to confirm that the actual field conditions are consistent with the
design assumptions and that the construction 15 proceeding according to the
plans and specificotions.
Live Loads Used In De5lg1I
Roof bo psf
Floors 40 psf
Decks 100 psf
Eorthovake Zone I UBG
Wind 60 mph, Exposure B
The foundation design for this residence Is based upon and assumed bearing
capacity of 2000 psf and an assumed lateral pressure of 50 pc-l'.
A licensed Solis Engineer shall be contacted during excavation to
Inspect the site and confirm that conditions ore consistent with these
assumptions. The General Contractor Should review the 50119 Engineer's report
and follow its recommendations for excavation, backfilling, grading and drolnoge
5ysterns.
4x4xi" ANGLE STONE
LEDGER BOLT TO WALL
W/ sg" d> x 4"
EXPANSION BOLTS
o 24" O.G. 6"
2"
#4 ®18" O.G.
#5 16" D.G.
LL
#4 ®ib" O.G.
L
6
!/2" EXPANSION
MATERIAL i
4" SLAB ---- \ I ii
GRAVEL
LJ4"
•
2 #4 GONT.
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4'
1
4"
DRAIN - 5EE
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SOILS REPORT
4 ARCH. BLDG.
SECT IONS
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4" 51 AB 4" GRAVEL
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-5 �C710
SCALE I " =1' -O"
All framing lumber to be #2 Doug -fir or better,
All Micro =loin's to be manufactured by Trus Jol5t MacMillan and conform to the
allowable stress requirements for a 1 3/4" I.BDF Mlcro =Lam L\/I-.
All TJI joists to be manufactured by Trus Joist MacMillan,
All Glue -lam gams to conform to the allowable stress i
i
requirements for a F24 -V4 combination beam.
All connection hardware to be by the Simpson Gompony.
All roof decking to be 5/8" G -G Ext -APA 32/16 plywood. Nall with
loci a 6" o.c. at panel edges and a 12" ox- In the field IE!
All floor decking to be 3/4" G -D Mt -APA 42/20 Tab plywood. 61ve sheathing to
joists with PL400 and nail with IOd o 6" O.G. at panel edges and 12" O.G.
in the field E'E
f
All exterior wail sheathing to be 1/2" 055. Nall with bd ® b" o.c. at panel edges I
and 12" oz. In the field. �
All concrete to attain a compressive strength of 3000 psf In 25 days.
All reinforcing bars to be Grade 60.
i
All steel bolts shall conform to A5TM A309 speclflcatlons.
I
All steel pipe columns shall conform to ASTM A53, Type E specifications. j
All steel beams shall conform to A5TM A36 specifications.
DATE: 10 -20 -00
FILE: 900 -65
DRAU.N: RJB
REvI6ED:
REvIBED:
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Town of Vail Building Safety & Inspection Services
Community Development Department
75 South Frontage Road
Vail, CO 81657
(970) 479-2142 FAX (970) 479-2452
Plan analysis based on
the 1997 Uniform Building Code
Project Number: B00 -0308 Date: November 9, 2000
Project Name: Grand Traverse Lot 10
Address: 1420 Moraine Drive Contractor: Dither Construction
Occupancy: R3,U1 Designer: Jenifer Decker
Construction: V-N Engineer: Boyle Engineering In
Report By: Charlie Davis
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 UBC.
It is a guide to selected sections of the code.
Report created using Plan Analyst software by b w & a. (719) 599-5622
Portions of the material contained in this program are reproduced
from the Uniform Building Code with the permission of the
International Conference of Building officials.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 13.0 Feet 13.0 Feet
EAST Property line 17.0 Feet 17.0 Feet
SOUTH Property line 13.0 Feet 13.0 Feet
WEST Property line 23.0 Feet 23.0 Feet
Page # 2
Code review for:
Project Id.:
Address:
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For
Occupancy
R3
U1
EAST
For
Occupancy
R3
U1
SOUTH
For
Occupancy
R3
U1
WEST
For
Occupancy
R3
Ul
None
3/4 hour
Bearing
Wall
0 hour
0 hour
Bearing
Wall
0 hour
0 hour
Bearing
Wall
0 hour
0 hour
Bearing
Wall
0 hour
0 hour
Not Allowed
Non-Bearing
Wall
0 hour
0 hour
Non-Bearing
Wall
0 hour
0 hour
Non-Bearing
Wall
0 hour
0 hour
Non-Bearing
Wall
0 hour
0 hour
Opening
Protection
None
None
Opening
Protection
None
None
Opening
Protection
None
None
Opening
Protection
None
None
Construction Parapet
Material Required
Any No
Any No
Construction Parapet
Material Required
Any No
Any No
Construction Parapet
Material Required
Any No
Any No
Construction Parapet
Material Required
Any No
Any No
No fire protection requirements for openings.
Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maximum. -- Table 5-A,
Footnote 5 & Sec. 503.2.2
Maximum single window size is 84 sq.ft. with no dimension
greater than 12 feet. -- Sec. 713.8
Openings are not permitted in this wall.
Page # 3
Code review for:
Project Id.:
Address:
FL
NAME
AREA
MIN.LIGHT
MIN.VENT
NO.EXITS
EGRESS
------------------------------------------------------------------------
2
Bedroom #2
174
17.4
8.7
1
Yes
2
Bathroom #2
40
.0
2.0
1
No
2
Bathroom #3
40
.0
2.0
1
No
2
Bedroom #3
192
19.2
9.6
1
Yes
2
Bedroom #4
143
14.3
7.15
1
Yes
2
Bathroom #4
40
.0
2.0
1
No
2
Bedroom #5
182
18.2
9.1
1
Yes
2
Laundry room
23
.0
1.5
1
No
2
Bedroom EHU
216
21.6
10.8
1
Yes
2
Bathroom EHU
40
.0
2.0
1
No
2
Kitchen EHU
104
.0
5.2
1
No
2
Living room EHU
247
24.7
12.35
1
No
2
Halls, closets,
etc.
300
.0
.0
1
No
2
Halls, closets,
etc.
287
.0
.0
1
No
TOTAL FOR FLOOR
2028
1
1
Master bedroom
278
27.8
13.9
1
Yes
I
Master bath
191
.0
9.55
1
No
1
Office/Sitting
186
18.6
9.3
1
No
1
Powder room
33
.0
1.65
1
No
I
Living room
527
52.7
26.35
1
No
1
Dining room
270
27.0
13.5
1
No
I
Kitchen
359
.0
17.95
1
No
1
Laundry room
57
.0
2.85
1
No
1
Garage
527
.0
.0
1
No
I
Garage EHU
231
.0
.0
1
No
I
Halls, closets,
etc.
624
.0
.0
1
No
TOTAL FOR FLOOR
3283
2
•
Family room
278
27.8
13.9
1
No
•
Bathroom
42
.0
2.1
1
No
•
Halls, closets,
etc.
160
.0
.0
1
No
TOTAL FOR FLOOR
480
1
Yes
BUILDING TOTAL
5311
2
Page # 4
Code review for:
Project Id.:
Address:
FOOTNOTES:
1) EGRESS - An operable window or door that opens directly to the
exterior is required from this room. The minimum clear openable
area must meet the following. -- Sec. 310.4
1) The minimum clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5.7 square feet
4) The maximum sill height is 44 inches
Escape and rescue windows with a finished sill below ground shall have
a window well. The clear horizontal dimension shall allow the the
window to be fully opened and provide a minimum clear accessible net
opening of 9 square feet with a minimum dimension of 36 inches.
Window wells with a vertical depth of more than 44 inches shall be
equipped with an approved permanently affixed ladder or stairs.
2) The number of exits is based on Table 10-A (Dwellings)
3) A mechanical ventilation system may be used in lieu of exterior
openings for ventilation. -- Sec. 1203.3 Such system shall be
capable of providing two air changes per hour.
4) The requirement for an egress window in the basement is based on
Sec. 310.4
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet
6 inches. Kitchens, halls, bathrooms and toilet compartments may have
a ceiling height of 7 feet measured to the lowest projection. If the
ceiling is sloping, then the minimum height is required in only 1/2
of the area. -- Sec. 310.6.1
Every dwelling unit shall have at least one room which has not less
than 120 square feet of floor area. Other habitable rooms except
kitchens shall have an area of not less than 70 square feet.
-- Sec. 310.6.2
Habitable rooms other than a kitchen shall not be less than 7 feet
in any dimension. -- Sec. 310.6.3
Page # 5
Code review for:
Project Id.:
Address:
STAIR REQUIREMENTS:
1) A stairway in a dwelling must be at least 36 inches wide.
-- Sec. 1003.3.3.2
2) The maximum rise of a step is 8 inches and the minimum run is 9
inches -- Sec. 1003.3.3.3, Exception 1
3) A handrail is required on one side a stairway 34 to 38 inches above
the nosing if there is 4 or more risers. -- Sec. 1003.3.3.6, Exceptions
4) Provide a guard rail where drop off is greater than 30 inches.
The minimum height is 36 inches and the maximum opening size is
4 inches. -- Sec. 509.1 & 509.2, Exception 1
5) The minimum headroom is 6 ft.- 8 inches. -- Sec. 1003.3.3.4
6) Enclosed usable space under the stairs is required to be protected
as required for 1 hr. fire-resistive construction. -- Sec. 1003.3.3.9
Page # 6
Code review for:
Project Id.:
Address:
GLAZING REQUIREMENTS
All glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 2406.3 & 2406.4
Locations:
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sliding panels of sliding door assemblies
and panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4) Glazing in all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed
edge of the glazing is less than 60 inches above a standing surface
and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24-inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches above the
walking surface.
7) Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.
D. One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
Included are structural baluster panels and nonstructural in-fill
panels.
9) Glazing in walls and fences used as the barrier for indoor and
outdoor swimming pools and spas when the bottom edges is less than
60 inches above the pool side and the glazing is within 5 feet
of the pool or spa water's edge.
10) Glazing in walls enclosing stairway landings or within 5 feet of
then bottom and top of stairways where the bottom edge is less
than 60 inches above the walking surface.
Page # 7
Code review for:
Project Id.:
Address:
SMOKE DETECTOR REQUIREMENTS:
1) A smoke detector is required on the ceiling or wall at a point
centrally located in the corridor or area giving access to each
sleeping area. -- Sec. 310.9.1.4
2) A smoke detector is required on the ceiling or wall in each sleeping
area. -- Sec. 310.9.1.4
3) A smoke detector is required on all stories. -- Sec. 310.9.1.4
If the upper level contains sleeping room(s), a smoke detector is
required in the ceiling of the upper level close to the stairway.
-- Sec. 310.9.1.4
NOTE: A smoke detector is required in the basement. -- Sec. 310.9.1.4
4) Smoke detectors are required to be wired to the building's power
source and shall be equipped with a battery backup. -- Sec. 310.9.1.3
5) Detectors shall sound an alarm audible in all sleeping area of the
dwelling in which they are located. -- Sec. 310.9.1.4
FIREPLACE REQUIREMENTS:
FACTORY BUILT FIREPLACE:
1) Unit must be an approved unit. -- Sec. 3102.5.1
2) Clearances and hearth size must be per manufactures approval.
-- Sec. 3102.5.1
3) Chimney height must be per manufacturer's approval and Table 31-B
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for I hr. fire
resistive construction are required on the garage side only and any
doors between the garage and the residence are to be a self-closing
1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B &
Sec. 302.4 exc. #3
Page # 8
Code review for:
Project Id.:
Address:
SHAFT ENCLOSURES:
1) Chutes and dumbwaiter shafts with a cross-sectional area of not more
than 9 square feet may lined on the inside with not less than 26 gage
galvanized sheet metal with all joints locklapped. The outside must be
I hr construction. All openings into any such enclosure shall be
protected by not less than a self-closing solid wood door 1 3/8 inches
thick or equivalent. -- Sec. 711.6
2) Gas vents and noncombustible piping installed in walls passing through
3 floors or less do not need to be in I hour shafts, provided the
annular space around the vents or piping is filled at each floor or
ceiling with noncombustible materials.-- Sec. 711.3
3) Shafts for gas vents, factory-built chimneys, piping, or ducts that
do not extend through not more than 2 floors need not be in 1 hour
shafts, provided the openings around the penetrations are fire stopped
at each floor. -- Sec. 711.3
4 ) All other shafts are required to be enclosed in a I hour assembly.
-- Sec. 711.1 & Table 6-A
CRAWLSPACE REQUIREMENTS:
1) Provide ventilation either by mechanical means or by openings in
exterior walls. opening shall provide a net area of not less than
I square foot for each 150 square feet of area in crawl space.
Openings shall be distributed on two opposite sides and be located
as close to corners as practical. -- Sec. 2306.7 Note: Vent openings
may be reduced to 10% of the above if ground surface area is covered
with an approved vapor barrier and the building official approves.
For a 269.0 sq.ft. crawlspace area:
Ratio Minimum sq.ft. of vent
1/150 1.79
2) Provide 18-inch by 24-inch access opening to the crawl space area.
Note: opening may be required to be larger if mechanical equipment
is located in the crawl space. -- Sec. 2306.3
3) Unless the wood is listed as an approved wood of natural resistance
to decay or treated wood, the minimum clearance between exposed
earth and floor joist is 18 inches. The minimum clearance to beams
and girders is 12 inches. -- Sec. 2306.3
Code review for:
Project Id.:
Address:
1) Provide a window or door to the exterior from every room used for
sleeping and basements. -- Sec. 310.4 A window must provide a clear
open area of 5.7 sq. f t. , a clear height of 24 inches (minimum) , and a
clear width of 20 inches(minimum). -- Sec. 310.4
4) The minimum ceiling in a habitable space is 7 feet 6 inches except
kitchens, halls, and baths may have a ceiling height of 7 feet.
-- Sec. 310.6.1
5) Provide a smoke detector in all sleeping rooms and areas having
access to sleeping rooms. -- Sec. 310.9.1.4
6) If there is a basement, provide a smoke detector that is connected
to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4
7) Provide a smoke detector on all floors that is connected to an
alarm audible in all sleeping areas. -- Sec. 310.9.1.4
12.0' BUILDING SETBACK
00 °56'02"
R= 678.06'
L=11.05'
T =5.53'
CH= 11.05'
C8 =N45 °57'78 'E
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12.1' BUILDING SETBACK
12.0' BUILDING
LUl 77 6�, /
NOTICE: According to Colorado law you must commence
any legal action based upon any defect in this survey
within three years after you first discover such defect. In
io event, may any action based upon any defect in this
survey be commFneed more than ten years from the
Jate of certif' tion shown hereon.
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I hereby certify that this improvement location certificate was prepared for
Dauphinais — Moseley Construction, that it is not a land survey plat or improvement
survey plat, and that it is not to be relied upon for the establishment of fence,
building, or other future improvement lines.
I further certify that the improvements on the above described parcel on March 30,
2001, except utility connections, are entirely within the boundaries of the parcel,
except as shown, that there are no encroachments upon the described premises by
improvements on any adjoining premises, except as indicated, and that there is no
apparent evidence or sign of any easement crossing or burdening any part of said
parcel, except as noted.
This certificate does not constitute a title search by Inter — Mountain Engineering to
determine ownership or easements of record. For all information regarding
easements, rights —of —way or ti, -o eQgrd, Inter — Mountain relied upon the
Amended Final Plat, Dauphi `,�I � I�iwsion, a Resubdivision of Lots 5, 6, 7,
8, 9, and 10, Town of Vale zo e, �0t2Y ? N '1`caracin_
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ISSUED: 04/02/01
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NOTICE: According to Colorado law you must commence
any legal action based upon any defect in this survey
within three years after you first discover such defect. In
no event, may any action based upon any dr' ct in this
survey be commenced more than ten years' h the
date of certification shown hereon.
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I hereby certify that this improvement location certificate was prepared for
Dauphinais — Moseley Construction, that it is not a land survey plat or improvement
survey plat, and that it is not to be relied upon for the establishment of fence,
building, or other future improvement lines.
I further certify that the improvements on the above described parcel on March 30,
2001, except utility connections, are entirely. within the boundaries of the parcel,
except as shown, that there are no encroachments upon the described premises by
improvements on any adjoining premises, except as indicated, and that there is no
apparent evidence or sign of any easement crossing or burdening any part of said
parcel, except as noted.
This certificate does not constitute a title search by Inter — Mountain Engineering to
determine ownership or egser> eats.. of record. For all information regarding
easements, rights— of Zlc'ratiNil,gi; ;:;record, Inter — Mountain relied upon the
Amended Final Plat, 4�=j1st ei`C,y Subdivision, a Resubdivision of Lots 5, 6, 7,
8, 9, and 10, Tow nf Eag' " Colorado.
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SCALE: 1- = 20'
DATE IMED: 08/24/01
11111111CT N0,
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EXHIBIT
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