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Lower Level Floor Plan
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Bedroom 4
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84 16" o.c.
Pour slab:-' #4 24" ox. (� BjSim * 4 x 4 x 114 angle
#4 24 a.c. 4. 4:. dowels [ }
wall w 14, ane ledger w/
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0 24 on center � ,' 6 1f2 dia. x 5 1f2 J
at AjSim: 4'-0'• exp bolts @ 24"o. 1 lan
18 [Delete QjSim]
#4@18" o.c.
#4 24° c. [Delete BjSimj
Varies" ___. ------- -- _ ---- ---- — -------— ------'_ __ - --- Floor
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2x1 Q ledger L
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• exp. bolts 0 24"o.c. 8„
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drain in 1'x 1'gravel and ,� #4 16"O.C. 2#5 coot. �. 8.. 4„ perforated PVC
drain in V x 1'gravel: .
filter fabric [14 @ 24ya.c.
and filter fabric
BjSirn]
Section A
Section
No Scale
4/ No Scale
2 #5 Cont. ! 1
4.. 8" 4Y. __ 4" dia, perforated PVC I I I '
d Ain in 1'x V gravel I
Sil�tt filter fabric to daplt.
No Scale -10 v. —..._.._.._._ � • .
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a - x 3 U�1�.2, Section. D ,i.
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112' dia:A 4' O.C.
Y: OUIe1DATO QN PLAN
►- �� MAIN LEVEL FRAMING PLAN Io-¢- � (sTll.��1i1 -
2115 coot. top & bet.
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4 16'\Q.cY Lower Level Floor Plan
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No Scale'
: General Notes
Specifications This structure has been designed to meet the requirements of the 1991 Uniform Building Code with
amendments as adapted by the Town of Vail.
All framing lumber to be#2 Doug-fir or better. All exterior walls to be famed of 2 x 6 studs at 16"o.c.
All micro=law's to be manufactured by Tres Joist MacMillan and conform to the allowable stress All omissions or,conflicts between various elements of the working drawings and/or specifications shall
requirements fora 13/4" 1.8DF Micrq=Lam LVL. be brought to the attention of the Structural Engineer before proceeding with any work so:involved The
All TJI joists to be manufactured by Tres Joist MacMillan. General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for
All connection hardware to be by The Simpson Company. the means,methods,techniques, sequences and procedures associated with this project. Furthermore,he ,
All roof decking to be 5/8"C-C Ext-APA 32/16 plywood. Nail with 10 d @ 6"o.c. at panel edges and @ shall be responsible for coordination of all work and materials including those'finnished by
12 o.c.in the field.
subcontractors. The Structural Engineer shall be contacted during the construction phase to make the job,
All floor decking to be 3/4" C-D Int-APA 42/20 T& G plywood. Glue sheathing to joists with PL400 site inspections necessary to confirm that the actual field conditions are consistent with the design
and nail with 10d @ 6"o.c.at panel edges and 12"o.c.in the field. assumptions and that the construction is proceeding according to the plans and specifications. `
All wall sheathing to be 1/2"oriented strand board. Nail with 8d @ 6"o.c.at panel edges an d @ 12" o.c.
in the field Live Loads Used In Design:
All concrete to attain a compressive strength of 3000 psi in 28 days. Roof 80 psf,
—�- - All#4 and#5 reinforcing bars to be Grade 40. All bars#6 and larger to be Grade 60. Floors 40 psf
All steel beams shall conform to ASTM A36 specifications. Decks 125 psf
All tube steel columns shall conform to ASTM A441 specifications. Earthquake. Zone I UBC
All steel bolts shall conform to ASTM A307 specifications. Wind 80 mph
The foundation design for this residence is based upon an assumed bearing capacity of 3000 psf. The
Soils Engineer shall be contacted during excavation to inspect the site and confirm that conditions are
consistent with this assumption. The General Contractor should review the Soils Engineer's report and
follow its recommendations for excavation,backfilling,grading and drainage systems.
L4 u('1�. ��V.('i L I
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— Office
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2� t2 �, t�+%► � ��� . I�/�. � ' h� r � %,I' ; I -o" _ - - - -� HIGH ROOF FRAMING .PLAN
k Main Level Floor Plan --
�_ .I- cP e;�. ST�p - - �, Level Floor Plan /4
a~ o f I ►-117 l�P�� LS I,
1 2 t' I I�/� 1 `� I/ 12' _� . /'•�1 .�5
Upper
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top &bot. .
#4: 24`o.G Pour slab o�aer [�t4 24"o.G B�Sim} • one ledger w/ .
See
4 4'' wall wj 44 dowels � 6". 1�"dia. x'S 1f2" 1 � plan
1@24"oa center, .4.-0" exp bolts 24 0.
at AfSim 18 • [Delete `f3 jSim]
12
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1.8 4 mm. 18 + .,
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• • L6
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exp. bolts @ 24"o.c. •
2 #5 coot • • 2 as coat
4- g- 4... d"dia. perforated PVC +
`.. 8" 4 4"dia. perforated PVC 1 S
- • #4 � 16"-o:G drain in 1'x 1'gravel
drain in 1'x 1'gravel.and [�t4 f� 24''O.G and filter fabric t _.
filter fabric BjSim]
Section C
' Section . • -.� No Scale
No Scale 8".
2 #5 coat " �, " 4"dia.perforated PVC
4S' 4 S._ _� ---il�ain in 1'x 1'gravel
1 !
&filter fabric to daylt
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No Scale 10 10%
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o MECHANICAL
3 r I SI ( I •art ;
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N — 3 ►� l0-2 n
Section a
— '
"' 2 - r1 X I p No Scale
E -
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Bedr om 2 `' �*� -
LG, 25 44
dia.A.B. 4'ac. -- 10-
FOUNDATION PLAN MAIN LEVEL FRAMING PLAN
5 S, Lower Level Floor Flan
It doll CD
2 115 coat.top A bot
�• — . - 7 (/15 l� o_c- LA t4 101 OT 14 � �16 r, �-
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G"'p � � ' ,.. I (,,1 I-I L "�"� , _U $ � ,;4
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Se Ct ion E
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L
i . .
General- Notes
Soecifications .
v
amendments as adapted by the Town of� e r uirements of the 1991 Uniform. Code with
` All framing lumber to be#2 Doug-fir or better. All exieribr walls to be framed of 2 x 6 auds at 16"ox.
All micro=tam's to be manufactured by Trus Joist MacMillan and conform to the allowable stress.
'All omiccinnc or conflicts between various elements of the working drawings and/or specifications shall
requirements for al 3/4" I ADF Micrp=Lam LVL. be brought to the attention of the Structural Engineer before proceeding with any work so involved The.
- All TJI joists to be manufactured by Tres Joist MacMillan. General.Contractor shall verify all dimensions and conditions at the job site and shall,be responsible for
All connection hardware to be by The Simpson Company. the means,methods,techniques,sequences and procedures associated with this project.. Furthermore,he
All roof decking to be 5/8"C-C Ext-APA 32/16 plywood. Nail with 10 d @ 6"o.c. at panel edges and @ shall be responsible for coordination of all work and materials including those fumislted by
subcontractors. The Structural Engineer shall be contacted during the construction phase to make the job
12„o.c.in the field.
All floor decking to be 314” C-D Int-APA 42/20 T & G plywood. Glue sheathing to joists with PL400 site inspections necessary to confirm that the actual field conditions are consistent with the design
and nail with 10d @ 6"o.c.at panel edges and 12"o.c.in the field. assumptions and that the construction is proceeding according to the plans and specifications.
All wall sheathing to be 1/2"oriented strand board. Nail with 8d @ 6"o.c.at panel edges and @ 12"o.c.
in the field Live Loads Used In Design:
All concrete to attain a compressive strength of 3000 psi in 28 days. Roof 80 psf
All#4 and#5 reinforcing bars to be Grade 40. All bars#6 and larger to be Grade 60. Floors 40 psf
All steel beams shall conform to ASTM A36 specifications. Decks 125 psf
All tube steel columns shall conform to ASTM A441 specifications. Earthquake Zone I UBC
All steel bolts shall conform to ASTM A307 specifications. Wind 80 mph
The foundation design for this residence is based upon an assumed bearing capacity of 3000 psf. The
Soils Engineer shall be contacted during excavation to inspect the site and confirm that conditions are,
- consistent with this assumption. The General Contractor should review the Soils Engineer's report and
follow its recommendations for excavation,backfiliing,grading and drainage systems.
L o t�J f-Lx;�F
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M. Bata -
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Office
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`L01�V ROOD &:, UPPER LE\/EL. FFiA1Vf1�fG PL�11�1 \
7 �, I of - i_ 1' / '
FRAMING PLAN
n - ► vi - ( O
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�, � >��. . ( - k Main— Level Floor Plan �'
,4 -1 ,. . -�, „ Upper Level Floor Plan
Lev HL, - � - ��
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C,3 SITE D T LOPYEl Town ut Vail Community �P
w -.. ' .
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7evelooment L
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irc i ,i' F1811 (Sul , Health
Fire
r grants;;t of ,. it or apprG,i I '
:hall nut U C+,:: to be a 03rmil
- ay violation of ec. ;r the provisions c•1
r ordimancs of cr.:; iGrisdication. The
-'d t°taot f
upon plans, si_ci;ications and other dat; r
,t the building offi;i li from i ic;euttor reGu;ri +L; t`ir Fr:
of errors in said ns, specifications and otif:,
-
sM.
\t�
Al
►Wi•Y►HYiW�.•Ml \'�t� 1��~41a.A.B.92' o.c.
1/2"expansion material W "dia.A.B. 4'o.c.
1 f2' dia. A.B. 4 o.c.
• o t ,
' ,.off►
.,� .#5 Cont. i
4 slab '� r \�\(, op & Bot. #4 616"o.c.
1
M "��..•
'
» 2 #5 Cont. 2 95 Cont.top 8 bot.
\ OCR , \,,�, g" 2»
4 gravel ---,�0� o to &bot. #4 (� 16"o.c. �A%
p 4 x 4 x 1/4 angle
#4 @ 24"o.c. » " Pour slab over [#4 @ 24" o.c. BISim} 0-7 7 `" tv``��...
one ledger w! ,�� �.� 1 #5 See
4 4 wall wj 24 dowels 6" 1/2" dia. x 5 12"
@ 24"on center 2.� ��
4'-0" � exp bolts @ 24"o. . plan
atAfSim 18 [Delete @ BISim]
12
#418" o.c. /
[Delete @ B1Sim} - - _ . --- - - -- --- - Floor
#4 @24"18 min.c. Framing #4161o8.c.
I• e L6 2x101ed9ger • OL
wl 112"dia. x 5 112" 8..
€: 8" exp. bolts @ 24"c.c. •
2 #5 Cont.
2 25 cont. 41' 4"dia. perforated PVC
�4-�8.1 �4- » 18 drain in V x V gravel
4 dia. perforated PVC
drain in V x V gravel and . #4 @ 16"o.c.
filter fabric [94 @ 24" o.c. and filter fabric
fi
@ DjSim] Section C
Section A • � No Scale
No Scale
2 #5 co nt.
q" 0" q" 4" dia. perforated PVC
drain in 1'x 1' gravel
I S ion - - - -
&filter fabric to daylt.
No Scale __._. - ---- ----.._ - --- '0 I I
i
i
LO
s s
Garage X
— x 7 ••;yb
• I I x l ti+ �.(p��•... • S
I 1 IV
fir
M �
MECHANICAL
1 �
_ I -
art
.
�
room 1 � � I '� • ��� Q
I x
ff
M v
�o _ _ Q �r�c 10 Z N -- 2. XI I
G I r I I Z.,
I I r i�
s1 '� X 'Co X J P� I X 'y C�
l v. ri► V*
0 CL
iN O I 12"dia.A.B. @ 4'o.c. %U�
�. ` Bath 2 � o i � � ...�
I r LS I C -7 .. f v, C� I C� o. �...
l c0 — I V �- Bath 1 0 �u� k ! r �..( t,
I x , C 0 i x III. X, J
T„
SI "� 4 I,.I• x i — �i; 2 - #5 cont.
i N T 3 II 0 3 ,�/' U.10-2 ?yI J (1`
E { 3 f x -- Section D
No Scale •.r .�
-saw
Bedr om 2
qWO MIN
U 94
/ s /
1---W'dia.A-13. @ 4' o.c. FOUNDATION PLAN MAIN LEVEL FRAMING PLAN
94 @ 16"o.c.
2 25 Cont.top 8 bot Lower Level Floor Plan
-
I
2" N n I L' ��"1? I P cx�T I H ti p' z x I L rl 1. 14 55 �IoTe D D F,R- 17
�--� I l'•'(�•a I I��� TJ I I c� I G� I o_C-_ I,i N LS5
Pl,� �kT I U Trp
1 N P'M-, cJ o 1 J T S �✓J � u T 211 f'I/a►-1 'i �� s A� �'�C� ' b
#4 @18"o.c.
91 +
12"exp. material
18
•
94 @ 16"o.c.
�b
a b
• ; A'y I
• • 8
�,'5 cont. OE
4" 8" 4" 4"dia. perforated PVC
drain in V x V gravel
&filter fabric to daylt t
Section E
k
General Dotes
„l I ,
iit�s �I111�1111� 'i.l ►tt11 t�ts��;llt� lil Illcc� �II� ��i�iiiit���;il�.� i�l ��� 1 I)III ! 1!i(orill P1010ify COO 104
Ihe
11)` 'I omi ul�Voil ;
All framing Iwuber to be#2 Doug-fir or better All exterior walls to be framed of 2 x b studs at 16"o.c. ;If11C11diliLlils js ad il1lLd
All n►Itlu.lan1's ht br u1,u►u(41111M t►v 'I'tus Jt►isl A1acAlillan and cuuform to the alliilt•;►blC strCSS • ' ,.
Ali omissions or conflicts between various elements of the working drawings and/or specifications shall
ml►nlit:mculs lur it 1 1/4" I.11UF N11Ctv-1,41111 I.V11. be brought to the attention of the Stnuctural Engineer before proceeding with ally work so involved. The
All'111 joists n a ula►re to be b by'c si Joist MacMlaik General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for
All wuucction ll;lydwarc to be by Tile Simpson Coatp.niu the I1lcans, nlcdlods, techniques, sequences and procedures associated with this proiect. Furthermore, he
All oh)f decking to be 5/8" C-C Ext-APA 32/16 pl}woW Nail with 10 d(a;6" o.c. at panel edges and f& shall be responsible for coordination of all work and materials including those furnished by
12"o.c. in the field. subcontractors. The Structural Engineer shall be contacted during the construction phase to make the job
All floor decking to be 3!4' C-I) lut-AI"A 42120 T X G lyw•ood. Glue sheathing to joists with PL4tx► t.,
6 P b I site i1►5pCO1011s 1tCCCSSUty t0 C011111111 thus the acttial field conditions arc consistent with the design
and nail with 10d(rr, 6" o c at panel Wd c:,wul 12"o.c. in die field. assumptions and that the construction is proceeding according to the plans and specifications. a
All wall sheathing to be 1/2"oriaued strand board. Nail With 8d(a;6" o.c. at panel edges and iai 12" o.c.
in the field. Live Loads Used In Design:
----- -
All concrete to attain a c ltrcogtit of 30(N)pat in 28 days. Roof 80 psf
All #4 and#5 reinforcing bar,to b`Grade 40. All bars 416 and larger to be Gradc 60. Floors 40 psf
All steel beans shall conionn to ASTNI A36 specifications. Decks 125 psf s
All tube steel colun►ns 4wil c;ontiinn to ASTM A441 specifications. Earthquake Zone I UBC
All steel bolts shall confonn to AST M A307 specifcationu. Wield 80 mph
;s
Tllc foundation design for this residence is based upon an assunied bearing capacity of 3000 psf. The '1
Soils Engineer shall be contacted during excavation to inspect the site and confirm that conditions are
consistent with this assumption. The General Contractor should review the Soils Engineer's report and
follow its recommendations for excavation,backfilling,grading and drainage systems.
a I I I T Y C_ L
ti.,r t I
R
-( �� T i I 1 'I p
t -
3/S' i
.1
Laun
-
-- � - _ . � � k o' , m � � M. Bedroom ,t -� ' M
1
►. a ti x - i - I>,, Bath _
I k � G.
Family �C�tche x
�44 14
f '
�- s LIP 1 t i
I
I -
J cij Bad ash 3
t1X u
/Yl 1'AI J2 3x3r i, — ! +
Bath 5 - I i �/ G T.
1 � -- SO QI
(\olti /rV
-r Bedroom 3 1) EL
Ti �ili�tt r - — - 5 m 1— 2 i 2 111/� ; '1 11
XI 90
F_
xl - \ �\ ! I'L Bedroom 4 �, I __3 I
oo
t-- i
Office ~
TI) I 15 x l u U T I 1 �''1► �, /
� 'je TF p Ica o�
2? ;1 •'I•i' -
3 Cv G rte. W i Co x 6a -1 ,A .t
��` .� �, I /.� x I ��� �! :l✓ Caw f'1: T�r G� •�� l j 3 3 's _
Lea 2 x 1
IIL
-� X
I1 �, \ x \ W i II r7 •�
m
-14-C51 P t1,I Urio►t,
LOW Boob' & UPPER LEVEL FRAMING PLAN\ /
11 X,rt I. ►1 , 1.0 10
� l �, Main Level Floor Plan
HIGH R®®� FRAMING PLAN
Upper Level Floor Flan �`
L� v
—�� Ii-Itil::P1 E� 2x 11 U 11 /6 TJVI � � 291t �� . T=�F� =� !
� t. L ��-TGf� IvR t�P LL N�� pi✓(.' � AFL � - 2x Iv r.1r-i (.i✓s� c-( �i 1.. p. - r � -
I.°I � � �L H �.P` p �F=- �' � � � � -2� { u �I rl !,G SS I-I v T t✓ p
10k
1
General Notes
Specifications This structure has been designed to meet the requirements of the 1991 Uniform Building Code with
amendments as adapted by the Town of Vail.
All framing lumber to be#2 Doug-fir or better. All exterior walls to be framed of 2 x 6 studs at 16"o.c.
All micro=lam's to be manufactured by Trus Joist MacMillan and conforn to the allowable stress All omissions or conflicts between various elements of the working drawings and/or specifications shall
requirements for a 1 3/4" 1.8DF Micro=Lani LVL. be brought to the attention of the Structural Engineer before proceeding with any work so involved. The
All TJI joists to be manufactured by Trus Joist MacMillan. General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for
All connection hardware to be by The Simpson Company. the means, methods, techniques, sequences and procedures associated with this project. Furthermore, he
All roof decking to be 5/8"C-C Ext-APA 32/16 plywood. Nail with 10 d rn 6" o.c. at panel edges and (r shall be responsible for coordination of all work and materials including those furnished by
12"o.c. in the field. subcontractors. The Structural Engineer shall be contacted during the construction phase to make the job
All floor decking to be 3/4" C-D Int-APA 42/20 T & G plywood. Glue sheathing to joists with PL400 site inspections necessary to confirm that the actual field conditions are consistent with the design
Fund nail with IOd C1 G"o.c. at p unel edges and 12" o.c. in tine field.
assumptions and that the construction is proceeding according to the plans and specifications.
All wall sheathing to be 1/2"oriented strand board. Nail with 8d 0)6"o.c. at panel edges and ;n; 12" o.c.
in the field. Live Loads Used In Design:
All concrete to attain a compressive strength of 3000 psi in 28 days. Roof 80 psf
— — -- — All #4 and 45 reinforcing bars to be Grade 40. All bars#6 and larger to be Grade 60. Floors 40 psf
All steel beams shall conform to ASTM A36 specifications. Decks 125 psf
All tube steel columns shall connforni to ASTM A441 specifications. Eartliquake Zone I UBC
All steel bolts shall conform to ASTM A307 specifications. Wind 80 mph
71ie foundation design for this residence is based upon an assumed bearing capacity of 3000 psf. The
Soils Engineer shall be contacted during excavation to inspect the site and confirm that conditions are
consistent with this assumption. The General Contractor should review the Soils Engineer's report and
follow its recommendations for excavation,backfilling, grading and drainage systems.
LoF uPPs, I^
7YpicrL Gv�N ��
E
kg
t
/2 M _ of
t _o. Q w o0
4-
I n J Is1 N � ;v �o ,� t-
Laun ,
".
l 7� `
NI - °_ _ �, M. Bath -, M. Bedroom
o- - J —
1,6n x -
- — � � 2x1.2 � �- I /��
- I x .9 Family — Kitche
lea
44 17
�r
C:� sup \�"
m
Bath ath 3
,�.+
X12 R v 5 � -
n p.301 \1z _9 ( - �' Bath 5 I ��� i x I I / I�t = cc--4 H T'.
M �
I!
I
/r
LQ
''
_T Bedroom 3
r3' �1ri1I1 t� --- - - _ m 1- L I'Z I �� , 1 l l a
Bedroom 4 \ y1 ,
>-
�� Office j
17 2 O x 12 O I a�, n� I ti ry fir✓
_I
-- _ �� -
10 J 2 x ;+fib- �- 1 1)H �: y 3 1 x`� , -- �� i ° y o ,,�, . +
N
Ti I I
4D/04 1 ,4 �W k r
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A�
co �>
I,PLt� •.�, Liv 2 x I ,Z
X
\ k +
- 1 �h 4-\ i
3 2 x to d- L
IV
"Gv F!NF.JZ F[ZPi''1 I I'i
E>z
LOW ROOF & . UPPER LEVEL FRAMING PLAN
M d - I u 4 �T�p -- ,�k Main Level Floor Flan \.- 1 Roo
1
IL to'
a --� I I-111 I GP 1 S 2 X 1 2 111/6 T J I/ I
Upper Level Floor Plan
L
I-I N L L-1 1�`:> t'I 0-T t� p
� N
16- 11 N �v L-1. H 1`401 e,
•U2Id • 'Z
!1
` x�ii tSTSi Ar2 1/2" expansion material 12 "dia.A.B. @ 4'o.c. C 112" dia.A.B.@2' o.c.
1 j2"dia. A.B. 4' o.c.4"slab '—— 2 #1 Cnnt1 Top & Bot. 114 � �� n.C.4"gravel ----f�Q4 0 � 2p font. lt4 �' 16" o.c. #5 cant.top 8 bat. "
to &bot.
#4 ?24" O.C. Pour stab over 184 24" o.c. @ BjSimj • 4 x 4 x 1Jg angle 6 2"
4"4'• one ledger w1
wall wj X14 dowels 6" 112" dia. x 5 112" ,
@ 24"on center 4'-0" 211 exp bolts @ 24"o. . 115 See
at NSim Ti 0 [Delete @ BjSimj plan
12
#4 @10" o.c.
#4 @24"o c' [Delete @ BISimj -
Varie�-._....________. .. .-. ---- ._ . . _. -- '- --- ___ .. __. . --- -�-- --- -- Floor
4' min. Framing #4 @1618 c.
e 2x101edger 6 •
"`
E° wj l j2"dia x
2 #5 cant. 5 112" „
exp. bolts @ 24"ox. • • 8
2#5 Cont.
.4 ao 4"dia. perforated PVC 18 4" 8" 411 drainain 1 perforated
gravel
drain In V x 1'gravel and , 14 @ 16"o.c. .g
filter fabric 1114 @ 24"o.c.
and filter fabric
Section A @ BISlmj Section C
No Scale •
' I No Scale
2 #5 cant. • 47
I
45-' 4" BA 4" 4" dia. perforated PVC 1 I
-- _ - d aln in 1'x 1' gravel
cti
S - filter fabric to daylt.
_ on i -
No Scale —' _ -"-- —
i 1 I
1 r
i J k
E I q' �!��� ��11'1�v�•�17 5 Lo'-E- o}-i G��'' U � I � � t `"�
5 s .4r,
I Garage
D I 8 l Q ti's
MECHANICAL t0
t I ( 51 I k N .tit
I � �
b .I I I \ En ry
S f -
S drooin 1
k I
Lo �Xioz 2 : �I �� 2 -
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r. 1-0
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4 v � �i I I _� � � i 0 Y S I P� tiI J
I w ,, T L)
SIN
04 2- w x 2•cv x FPP -� --) i I
I Y
Pia .� o t- .� i � N ° �'
12 dia.A.B. Cox. �
Bath 2 )
WW
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2 85 cant.top & bot. Lower Level Floor Plan Lel F1 �4
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• 84 @ 16"o.c. 18
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&filter fabric to daylt.
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Dining
- Bedroom 4
Office
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Upper Level Floor . Plan
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Bedroom 1 ,
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Bath 2
Recreation Room
Batt 1
Bedroom 2
Lower Level Floor Plan
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GRAPHIC SCALE /:%� /. / i / r j r / 33o',,L / / / /; /��S / / /
20 0 10 20 40 so • Si /.. l .• . ,l ,l
. `. �` •.
MNERN
( IN FEET ) ,G..-/ .l . . / / /, V /
.�....
1 inch x 20 ft •/ / l / °/ / /../ / `/ / / /� / /$320i' -
_
/ /� $310 / it �,
LOT � / .�.� • / / / l ! / / / / / /• / / ! / �/- / / / �' •/ / / ./ • / '� UTUTr � DRAINAGE EA '•/ / '/•'/.. / . ... - / - _.
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LIRA 2' 40'
s LOT a 0 ifs r - /
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T 1. _ -JN '225 111
-
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At 42
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L _
A •� a sa 3 _ IN K ELEK 47.5 -
J MIN. 12 Lim RIP RAP CHANNEL
A INV £LEI/ 46.d EX/STING CL CC MANN E INSTALL 63 Lf 24` CMP ~ ' 4' WIDE 1.0' DEEP
f' EXlSANG RIM EL 8?s6.? o'ox Town of Vail Community
050— 27 6—C73 - Dave ament-
30.0 cfs
/
VE (50 ) INLET R/M 49.0 ` 0�/""� Plan Dulld Health ftr�
n DI INVERT - 46.2 4' WIDE CONC. PAN
LEGEND s�N[✓s TONE
Av�rotial a 0 0
£XISANG 1B' CMP
.. EXlST/NC 1 2" CUP (;c;nlo•� � C
:a U
RETAINING WALL — —
' 0 C. CURB I r '
T. .o 1' N . CURB Validity of Permit
SII 303 (c) 19 U.8 C.
PROPOSED 2 CON TOUR T• •
8250 8250 A VE ROCK RETAINING
PROPOSED 10' CONTOUR T. 48. C NCRETE RETAINING WALL (TYP) AL (TYP) the > ;zr to cr granting of a permit or approval of fda�! ,..ia
sot.Liiic,I shall not be construed to be a pt%,rrnit for. or 3n
BUILDING ENVELOPES EXISTING SURF C o apf .:a of, any violation of any of the p�ovlsions of this cadb
EXISTING S R T. 4. 4 4.5 w of any other ordinance of the Iurisdication. The issuance of ? = �'`- `=•y :�'i i
a permit based upon plans, specifications and other data shat'
PROPOSED 12" CUL vERT 41.0
not prevent the building official from thereafter requiring the ; i
8240 8240
wort®ction of errors in said pi s, sp ifications and other � �.����:
® CA TCH BASIN data.'
EXISTING 2 CONTOUR 40.i24
EX/SJ]NG 10' CONTOUR a�+rE Rev i s i or+s
P. Q BOX 97B i mount swr>< for
077 blE7C4Lf-ROAD l�rn 1f20 I%�INCE S1R£ET
8230 8230 — 4 2 93 REVISED PER CLIENT TOV MLM A{Oy�, L Q 81s2o • ® • LAKE*", ma 80115
SL ORES 40.4E OR GREA TER
(.Vj 9�9-307? di n Il.i`A3+ ()fx7J 1J 2-0153
4/8/93 REVISED PER CLIENT TOV MLM
CONC. PAN � e� t o�nr�tr
HORIZONTAL t"=20' �'�� 00 HORIZONTAL 1"s20' 4 14 93 REVISED PER CLIENT TOV AKC ���er. PRO.,EC7 NO.
to vERTICAt, �`-to' vERTdcAI. "�to' AKC MLM PRELIMINARY ROADWAY DESIGN 93035E
TREEL/NE IN aNp DRAW 81" DA IF ISSUED.
4 26 93 REVISED PER Cl1ENT TOV MLM
o+ MM MLM LOT A--1, & A--2, BLOCK A 2/18/93
T. 50.0 TOP ,OF WALL ELEV. PROFILE PROFILE /03/93 REVISED PER CLIENT, TOV MICA
• CONCRETE RETAINING WALL ROCK RETAINING WALL �°''�ar: LION'S RIDGE SUBDIVISION •
' SECTION A—A SECTION A—A 7/01/93 ISSUED 70 CLIENT, Mug+ DOF TOWN OF VAIL 1"=20'
B. 46.0 BOTTOM OF WALL ELEV
9/13/94 REVISED PER CLIENT, MM �o Boar asK EAGLE COUNTY, COLORADO S�+EFrn+a
1 OF 1
E Zoo APPROVED BY THE
r60 J TOWNOFVJuL
-� DESIGN FEVEW BOARD
L
PIANO
FCC
7,_ 183141171
GRAPHIC SCALE D
xo o .o m w eo / / l / / / / / / � .v/g33 /__/
---
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IN FEET )
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— 54512�4�4✓ _ - 149Y_ °' e.1
N . EV. = 66
_ Imo i
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.
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1 14'
6 A4s0 Z=7 2
e
e u V. ELEV. = 47.5
/ EX/SNNG ELEC MANHOLE M/N. 72' Ow R/P RAP CHANNEL
INK ELEV = 46.6 EX/SRNG RIM EL = 6 256.7 - 4' WDE 1.0' DEEP
INSTALL 63 LF 24" CUP .
\ _ 01.01
_ 1 ss = 17
7 INLET R/AI 49.0 0� ./ = 30.0 c/s
LEGEND SANDS TONE DRIVE (50 ) NK£RT = 46.2 IIII &?S 4' WOE CONC PAN
0
EX577NG 18" CMP EX15RNC 12" CMP
RETAINING WALL
0 C. CURB
PROPOSED 2' CONTOUR T� �D Ti ' CURB
8250 8250 . ( ROCK RETAINING -
PROPOSED 70' CONTOUR T. C CRETE RETAINING WALL (TYP) (TYP)
BUILDING ENVELOPES EXISTING EXISTING SURF C 0 5
PROPOSED 12" CULVERT 4 .o
8240 8240
® CATCH BASIN
- EXISANO 2' CONTOUR
8320 EXIS77NG 10' CONTOUR DAM rtevlslu�s
8230 8230 4/2/93 REVISED PER CLIENT, TOV MLM F a eDa' B>8 Sw2 rD,
i i r i i i i i SLOPES 40X OR GREATER on 1rlcay .eam InteraMn OIIntHin ,gym vwce sneeer
A =a ms2a tNa'XWR azD. eszrs
r � JOZi` En neerin ua rf� _>�.�
_ 8 93 REVISED PER CLIENT TOV MLM
0
CONC. PAN DA � HORIZONTAL 1 "=20' DAazaK
0 HORIZONTAL 1"=20' 4/14/93 REVSED PER CLIENT TOV AKC BMLM PRELIMINARY ROADWAY DESIGN 9 o3sE
w
VERTICAL r-10' vERncAL r=1o'
c+ N LNAAN er. DA1e xsvm
TREE[/NE m m 28 93 REVISED PER CLIENT TOV MLM
0+00 MM MLM LOT A- 12 & A- 2, BLOCK A
T. 50.0 TOP OF WALL ELEV. PROFILE PROFILE /03/93 REVISED PER CLIENT, TOV MLM
CONCRETE RETAINING WALL ROCK RETAINING WALL °'�OYmD" LIONS RIDGE SUBDIVISION sc
POP 46.0 BOTTOM OF WALL ELEV. SECTION A—A SECTION A—A /01/93 ISSUED TO CLIENT, MLM DOF TOWN OF VAIL 1 "= 20
/13/94 REVISED PER CLIENT, MM EAGLE COUNTY, COLORADO "a
J
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IN FEAT m..,.. ..,,G ,G..,./ ",. /`.r.../ / �.,/ /_._ / /•../ � /,._,l /„_/ /..../ /- / /'°/,.•/ % / .: �- � , / �` / �'` /..-/_ '`-/_ /'`• / /a _ 9� �
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!NV £LEV. 47.5
W _-• _. .,.«. . MIN. 12" D50 RIP RAP CHANNEL r
I_ EXISTING £LEC. MANHOLE
INV £LEV = 46.d 4' WIDE 1.0' DEEP °
EXIT 17NG RIM EL s 8256.2 INSTALL 63 LF 24" CUP ~'
�= 27. s
I/ �� INLET RIM 49,0 DarAC(MAX) = 30.0 cfs
4EGEND SA NDS T ONE DRI Y E INVLrRT = 46,2 4' WIDE CONC, PAN
S
O
EX/S7lNC 18" CMP "
EX/S71NG 12 CUP
RETAINING WALL
_ PROPOSED 2' CONTOUR
T.
�t,q 0 C. CURB T1 NU. CURB
�......;..-.,.r•�" PROPOSED 10' CONTOUR 8250 T. 8.0 8250 VE ROCK RETAINING
C NCRETE RETAINING WALL (TYP) AL (TYP)
EXISTING SUR
BUILDING ENVELOPES 5 TING C 0
EXISTING S 4.( 41 1-4.5
PROPOSED 12" eUL PERT 4' .0
- 8240 8240
CA TCH BASIN
.-- ,.. EXISTING 2' CONTOUR
0 DATE. REVISIONS
EXIST/NG 10' t✓ONTQUR a x 97si�
8230 8230 0 7 WM4V grow` �intelr�o ll ll
4 2 93 REVISED PER CLIENT, TOV- MLM ,wany cIaca e�s�0 a tairrao. 0. .aOZrs
p 4 R T R f,10sJ 949-507? )� Ltd. fL `?a.�
SLO ES 0 ' OR G 'A EIl xi�e
DA?Tlaf 6LL�Y
4/6/93 REVISED PER CLIENT TOV MLM
DA74TAf II.F'Y
� I
CONC A - � '
DIES/ ROB.-Na
r - � HOf�1ZC)NTAL� 1, 20 HORIZONTAL 1 =20 4/14/93 REVISED PER CLIENT TOV AKC
�1
TI 1 -
PRELIMINARY RQAQWAY : DESIGN 9 o 5r
_
VERTICAL 1 Q VER CAL 10
• ,�AKC M.LM
: : .:. . IN ao pR�iNV`er. aA�+ issuE ..
TREEL E o0 4 26 93 REVISED PER CLIENT, TOV MLM
0+00
LOT �4 A--2 K 2
MM° MLM _ ,. R :-. .° ,..�
PROFILE PROFILE _ -
T
TOP L V
50 4 0 L E
r /03/93 REVISED PER CLIENT, TOV Mt.M L
r - CONCRETE N W
ROC R AI i ALL ONE
TAINING WALT_
r _
.. .. . R� der.
: - 7/01/93 ISSUED TO CLIENT, MLM ���` . �'
- r SECTION A-A _ .
C N A-A
r. . . . . _ . . Srr TI9
TQWI� ,QF' .VA�L,
M OF WA V. o+s�r sr�r lvui
SOTTO LL- ELE - : ,
T r. .
+
r r r 13/94 - ,
R 1 T M
,. .. , . REVISED PE CL EN M '
EAGLE COUN Y,, �QLQ�AI�CI
: r ,
r. r -
x _.
r
:
r ,.
General Notes/ Specifications
1. All I,InM% 41+-111 he "( olr,rado Crown : if nM available, -Colorado Fielded or 'Norlhpnl Crown- nine he arreplable A,Ixno 41+'11 lm
L'� - IV gH•M1' Rn m'tl
$;Fry 2 111 plant realerial %hill too, pbrorl in pit% having a maximum dlantpter of 19M. of flip plant• lolal into hall m container vohmlp
I all I'1.011 manorial .hall Iv harklillml with one Part wolf rothd manure/v,mpKl nllxhtte and tilled Wo nook-frso hviouni h, a aivollouo
Lfo11 ,o (i
1 All 4loolt I•d< and Free WON shall receive a yonono vo tit 1" ohrrdded hardwood bad undrl,
It All I crrgrwo and till iduono bw,+ .hall rnaidrd Willi .1 Free well al il% lines W1•IIs an• to Ix• earth rnnslrurfell having a olhdmum
4hdl,•11 norm of 1
A. A¢ .1, ndwa% nix•% 2A /T ( .it and mar are A, ix• leaked With 6 xleel 'T" .fakes and guyed with 014 gauge• g.1h ardrrd wire and I 1
it s IS green m•km Inv romps all deriduollx lmpt Iwo than 2-1 /2' ral dull Iv maksd fly A hdgopldp Oaken will, the ..1me guying and
it ..games gx, if i-11111-1%
T. Ao ,0,-1, 1% 14.1114%1 ovvr +hell bP nxttf 'd a flip lime of in%Iallation RlmtfeedlnR shall 1(111%641 of a liquid pill growth mimulehr int l islinn!
, Irnonl R2 mltl n lion-relmae fortilirer 1 ongxa,nl of 14.11411 1 2"f• Into
v All 4mlh anal shall nrrn 1• Mira it filler labrir
a I on om,.ty he 1u,t1•d It% me drapologxa,r mrhnirnl gxrilioatlrn+., all planing 14414 droll be separated Gen+ ad and native w•1.1 nm b,
I 'a , I gah atdrp.l Joel ,tiger G.igirlg ¢hall be tar kw1 in pinrP with 12" wig'ntg pins %pared Ile' ntatinnnu
In. Ito o, nh f•lalnpd ,bpd,, .'lot rrlvs 41411 on vile drip irrigation. all nod an•ax droll rprri%v ormv irrigation wtoo Ilgr". med q, Ilu-
n, -hall I•P al Ninny IN,
11 I o- all area, m air log Rlm,gra%% wd, srrl% 211 to Ill forelver at me rate of S Ili, per loon % I prier Ill the Inying 1,f nd
12. 111 dianrb4xl area+ de,illoated on the Innd+npe flan to roreivr nalivp gra%% Irvanion11 Amll iv n-vegetated by anving do• bill,n, nn; /
,•1 ti iron• m I rasp pt 1211•, per erFt-
Ion I'1 ft 11111.11 gr,.. � � I -' " 000'� / A
21F k •-urm Io\ 21 row ue_ \ /
IIy", Rnonm, ( IT, 11.11.1 t lra%,
hr roil,oln e+
lip. qw, 1, it o-no /
Pt ( be .,onion li 4o 14 At-.I fiat,nn I nn pin Kphatr fertilireq I9-4A-11 shrill Iv hrondro rtim to Finding. Ilie rate of appilfal ono fiall 1%, - a t
It - rer llavtsf -
I1 111 ,4v ,1 .m n and frrnlind ,o 4% ,rem br lighlly eked into pail old generally m11i%hopd / ' I T — _
1 a \id. l• all W.n n ,o,a, eel, I 1 4 mr141n h.iv. fop of wood% . . -- -
la. 411 au,u' rout' b, d +r1a% III- h. by Hrkdirxl with Ippmved orgatk Tnukthpr at mr rafe of 1211 Ifs per ,rte
17 All 11.•rl•aro+ I L I 1 ern, ,11,11 by nnnoontiod Willi well rMled manic/rinnptm ntitone Irate 1 oblr %ard rolnpmr Pro IVt % I :on. / _ " ✓ t b
. •Iles I'vd mann.o p r ?%(I , I 1 old ollld *till, ark 1p,. topa4l 114 .1 mhorroo l depot 14 A-
IR No Its 1ba fftw , It,-d, .1o. 141 h, tpdp „1x1 till 12 \ lark ( okrtado humu% poll JK
to It 41.111 Its, fle I d 1 aps, ( on t.14I ,r % ro.p n it tiih tit ronfnrm In all drdgo riterta as nnfed on the Drawing. IP huh al ! / ` - - - - It P`1) '� J” f• ` % ''-'
• p. , ill, amao kill di nrf m 1 1 Ir \ uldtlu n - or alforlions to The Drawings or %l4wifo Ilion, shall ho Ive ,nld in w lilong n. 1114 w
1,,. 11 t 1 an 1.111 111 h l poor it, mfdhtnn /
/. Mak es
211 Ile• bd,ltng I nvi 1v f- mbar inr hall one mn I 'Sopplemrnfal &Modulo of Unit ( oq+ IhaniAng eneh Imo la iurlodr iK rill t-n I doe /
1. 11 .1 pp l,fil it h-lowo or deletion t a /
?f 1 lofl.. 41.,. ( -"tit r 1, I"t .11111 ,11-nut Ifni ( ontpan% < w ntho dorunianf regarding it • to 11 v No plan I gna ranter and rprlaremn4 n, th,.
t e 1111 Fa, It gom go. Intel, .1-1111 oxd„rtn Ito the nllgimurn mandard of replacing all mawrml, no ttlC lot Iah1 r. title to' IhP Aft k" ' n nr o11 :d
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Conuumt Name Scicnlific Nalce Quantity Tvor/Sizc � '\ ,,` / /, / %I �� I �, ��•` - /_- - .7 l PI C I�.L:” r:JJ !" .1 -i4 ,1C.{> rw'
Colorado Blkw Spence Picca Iongcns glaucl 1 10' �• . - , ' X / 1 A` -
Lodgelole Pine Pinus Ocxilis 3 6' - / , . �� /J( I � � '. ri, z
Birmtcm Junifter Pima abics nidiformis G B & B
BuRalo lunifa:r 1n111pCN5 Sab11M1 G 81
Auslriau Pote Pinus nigm 2 8' 'b � V I�ai 62
Aspen Populus trcmuloides 17 2" Dia. / ' �4/ e'� / Iml
Redlnig Dogwood Corntis slolonifcra 10 S gal �, - / ! e � � -�• � U
Oregon Grgac Malmnia aquifoliunt 12 Sgal }� ` t
pope
CU
Dmidrons Trcc - 2" Min. Cal. \ i / /. " / E
un
Ewer rcen Tm w 6•In' �', '� �i I 0=4 O
g 8ES' ..•' C-'� tie�
z d
Bergnxn Shrub - s gal. efp r / 1 , V Q Q
Decidnous ,limb - B&B - �� I l
, L'- • i // I�mo+I
,`x-�'� 'f•..•.-- Jam ; / � �1 I All
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-i ;' \ G14
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II fi 't . -.aY(J role !tikes for trees
i1` 2
1/2' te; er nr aster i 1. :olfe
'r4 f
6 /t. taae I-PoSt stokes itr trees � 1� ' ? � _ ." steel ,ta Ac
Ik t 2 1/2v callper or over 7 - / / !
g SITE DEVELOPMENT[ LANDSCAPE PLAN
•fir 1 — 1 sots: Cva+preen 'r'ees ^al : :e ✓� / '
I, JI In treee pieces
ole
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MECHANICAL
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Bedroom 1 �- --
y
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Bath 2 sF�T
Recreation Room
r W.
Bath 1
JLz ti
1
Bedroom 2
TT , �
kua 25 , 94
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Lower Level Floor Plan
2
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- Laundry — -
l
M . Bath M . Bedroom
Family Kitchen -
f ath 4 ath 3
Bath 5
Bedroom 3
Dining
I �
Bedroom 4
Office
L
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- - -= J Main Level Floor Plan ��
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East Elevation
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