HomeMy WebLinkAboutLIONS RIDGE FILING 3 BLOCK 2 LOT 20.pdf O ,
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GRAPHIC SCALE
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1 inch = 10 It
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\OVVVVVV I LOT 21
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APPROVED BY THE
TOWN
� 5y DESIGN REVIEW BOARD
8096 - I \ \ \ ` / / ��D �-r
/ DATE:
— 1
CID ` _ i o \ \ \ e��� LEGEND
10P CONTOUR LINE
J
LOT 20
21920 SQUARE FEET 2' CONTOUR LINE
e v A V I v
I e? y,
7ELEPHONE PEDESTAL
0. 503 A CRES e e
ELECTRIC MEMN
SEA 51UBIX/T SANITARY SCHER MANHOLE
—80SS— 8' SANITARY SEWR LINE
CABLE TECENS/ON PEDE57AL
LOT 15 1 ® ELECTRIC 7RANSFORMER PAD
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DAUPH/NAIS—MOSLEM SUBDIVISION — 6•W — ExfsnNC6` WAAERUNE
\ \ \ \ I — CA TV— CABLE TEL£NS/ON
\ \ I y
FILING NO. 1
— IFLE— TECEPHLWE UNE
\ I f f/ fLrY — O — GAS LINE
0 SET 518" R£BAR W/ PLAS77C CAP
PE PLS 26626" '
j
10' DRA/NACE AND U77LI FY ASEMENT
--7Z— 3 °-
BASIS OF ELEVA AON s ss
Boss — ass
p _ . 0• w ' 180. 88'
R1 ELEV. = 807882 \ N.39 3 56 E I I / \
1NV OUT = 8059. 10 / \ L Duane Fehringer, c duly registered land surveyor in the
State of Colorado, do hereby certify that the survey shown hereon
/ \
was done by me or under my direct to to the and the haizonta
/ \ I and vertices d belieemen is are accurate ro (ere best of my
\ I I 1 I I know/edge and belie!
D ger PE & PL.5 266
TRACT A �TE K.t:Ia,S •
DAUPH/NA/S—MOSLEY SUBDIVISION VInter-Mountain 14X VAAX Shkt
NOTICE Accordhg to Colorado low you must canmence tswl 9.a--M7
ony raga actiar based upon any defect m this surey FILING NO. NOTE' A Urz ttro. erelo g AAew m, coo eoars
I'.n neer0 ILd. . cot sass
within three yaws after la Fsst discow such defect.
in no event, may any action based upon any detect in I ACCURACY OF SURVEY LIM17EO BY SNOW COYER. ae&u Br P cr no
this survey be commenced ma! than ter, yeas pam aez TOPOGRAPHIC MAP 9aasas
the date of certi8catkn shown hereon. 2. LOCA 7701V OF UTILITIES ARE BASED UPON U7iUTY MAW eY, oAIT imm
COMPANY AS–BU/L 75 AND ARE NOT n&O VERIFIED. it P£ LOT 20
III
CWINED or. LIONS RIDGE SUBDIVISION FLING NO. 3
tna eaw PAX roll/ V of uA/L �-r ,,,a
23/300 EAGLE COUNTY, COLORADO 1 of 1
08-24-1995 10:0?AM FROM DAUPHINAIS-R,E/DMC_INC TO 4792452 P.02
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TOTAL P.02
NOTES ELDON BECK
ASSOCIATES
a 1. EXISTING CONTOURS FROM TOPOGRAPHIC SURVEY DATED
1/12/95 BY INTERMOUNTAIN ENGINEERING.,CONTOUR INTERVAL 2'.
2. GRADES WHERE DRIVEWAY MEETS GLACIER COURT Mt Jb TIE
INTO PROPOSED NEW SPOT ELEVATIONS SET BY CIVIL.,fNGINEER
IN APPROVED ROADWAY PLAN. _ Land Planning
3. SOME MINOR GRADING IS SHOWN ON LOT 21. .BECAUSE Resort Design
CONSTRUCTION HAS NOT YET BEGUN ON LOT 21, GRADING CAN •��
BE COORDINATED FOR PROPER DRAINAGE BETWEEN THE;, Urban Design
f DRIVEWAYS. GRADES BETWEEN LOTS 20 AND 21 ARE TO SE _., . •••_
t FIELD VERIFIED WHEN CONSTRUCTION ON THE FIRST HOUSE Landscape
BEGINS. NOTIFY CONTRACTOR OF ANY DISCREPANCIES: Architecture
4. ALL PAVED AREAS ADJACENT TO THE STRUCTURE,ARE TO HAVE A
MINIMUM CROSS-SLOPE OF 2%. ESN Alpine
500 East Lionshead Circle
�O 5. ARROWS INDICATE INTENDED DIRECTION OF DRAINAGE. Vail,Colorado
(970)476-0668 68
cc LOT 21 BUILDING FOOTPRINT
AS APPROVED BY DRB
♦ ♦ /® 1o1i1
V '
c ASPHALT DRIVEWAY 10V
�+• g•�I AS PROPOSED AND APPROVED ^ Dauphinais-Moseley. :
mums V• Construction
PROPOSED CONCRETE V
LOT 21 Box 1515-
GUTTER AND 6"CURB Q' O
+ � Vail, CO 8.1.658
(970)476-8055
CD
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"S ° FQLI IN DRN All!TO ' ' - . .. Opp / CONCRETE Q
v ° QIiEGT CRcS p1AINAGI. IN I fJE I'7 WALKWAY
✓- h'1, ri`t�. Z 0 4'MAX. ENCRO CHMENT OF
0 — `_ ROOF OVERHA INTO SETBACK
,y
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• ASPNALX,D1��1/fTWAY `� � �
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112 <V ,
w SACK Q c�
fv0Ike, ETB
SEWER MANHOLE O 4
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EXISTING ELEV. 100 -6
ROOF ELEV: 117'-25/32- 2' BOULDER V1�ALL
y.>t q ii ALLOWABLE / .. �� 4y� `"�: O.
CONCRETE WALKWAY �3i' / �'�I Qj,�a ROOF HEIGI�f`T. 133-6 Vol (7 C�
W
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00 a
MAIN ENTRY
8090 �_� 7,e \ ` PORTICO
\ i / (CONCRETE)
LOT 23 $� s / SCALE
LOT 20
M
} / ' CP
� PRIMARY UNIT $ECONDARY UNIT
. ► i
_\ \ Fin.Flr.Elev. fin.FIr.EIeV
9O l Tuwn ut Vali Cr Community
Main Level Main t eve/- Development
\88.5 Lower Level 110.5'Se and Level, ?; '
BWid hoalth Flc
I] CV
t \ \ Ilb,3 '�ppraved
EXISTING ELEV 95'' ' !-4
\ ROOF ELEV. 117'-25/32"
ALLOWABLE
i 2'ROOF OVERHANG (TYP.) Dented `s
\ ROOF HEIG tT: 128 -0 /` <V
\\ t � Validity of Permit
. \ \ / ✓_ (�,. ..\,.___,- �� Sec. 303 (c) 19 U.B C.
\ / ! 1�7. , / / �Q- C178 r 4uance or granting of a permit or approval of plans anv
ifications shall not be construed to be a permit for. or.3rt`'
\ / SoeC rovislJnS Ut this co�6`'
CONCRETE PA O \ ` �� W t ,f, , any violation of any of the p
,;` , proval of finance of the jurisdication. ttie issuance oo
Y UNDER DECK \ WOOD D CK \ / Q; o �r of any o her ordinance t
6' � permit,b►3ed upon plans. ��Ifrp�l t)'►�tsf t®rrreq�ing�t�� ,
a • \ \
A Q- prevent the build" Dtit
m / Qp99R T \ :won of errors in said~pft► ` sificatians and;'D
LOWER LEV Q �--
\ P C_
a �. P 1
o' f 9 ` LOT 15
,�,._. - - • 15 SETBACK
\ # WOOD DECK
DATE DRAWN I
y E CROACHMENT OF � ` 1 REVISED-,
,DECK IN SIDE SETBACK
O < SEWER MANHOLE
SEWER MANHOLE PROPERTY LINE `
8078.82 r
SHEET
Town of Vail . J
TRACT A
. OPT o OFFICE
OF 2 SHEETS
• 00� O
0 CO OD Co OD aD 00 �>
O O OD O -'
_ O �
1
•
PLANT MATERIALS ELDON BECK
ASSOCIATES
TREES
3 Radiant Crabapple (CR) Malus 'Radiant' 3,@ 2-112" cal..
3 Colorado Blue Spruce (SPR) Picea pungens glanca . 1 @ 8'
2 @ TO'
3 -Austrian Pine (AP) Pinus nigra .1 @ 8'
Land'.Planning
2 @ 10'
Resort Design
4 Narrowleaf Cottonwood (CW) Populus angustifolia 4 @ 2-1/27 cal.
9 Aspen (AS) Populus tremuloides 3 @ 2 calk
• U rban,Design
3 @ 2-1/2' cal. ...
2 @ 3" cal. ------ ----–Landscape
. 1 .@ 3-1/2'" cal.
SHRUBS (all 5 gall Architecture
O 7 Colorado Dogwood (DOG) Cornus sencea 'coloradense'
• 5 Tammy Juniper (TAM) Juniperus sabina "Tamariscifolia'
• ESA Alpine
tt
10 Potentilla 'Kathryn Dykes' (POT) Potentilla fruticosa 'Kathryn Dykes' 500 East Lionshead Circle I
3 Western Sand Cherry (WSC) Prunus besseyi Vail,Colorado81657
�+ ` ' 3 Native Chokecherry (CHK) Prunus virginiana melanocarpa t9�0)476-obbs
, ,V,,,N 7 Blue Stem Willow (WIL) Salix irrorata
ac O
Lu
. Dauphinais-Moseley
•' • Construction
LOT 21
J,
1 Lr .. , Box 1515
CD
• Vail, CO 81658
(970)476-805.5
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15 SETBACK
-
. � \� � �• G�� _, � - ��� Deciduous Trees.
~ DATE DRAWN
. 11
614 REVISED–
O SEWER MANHOLE '\�\, Shrubs -- - -
SEWER MANHOLE \� -- ----
8078:82 PROPERTY LINE
- • ' 'Perennials and Groundcovers ---- -
NOTES
Sod SHEET
1 . All sodded areas and plant beds are to be irrigated. - -
cP TRACT A 2. Plant beds'are to be amended with additional topsoil and an organic mixture, tilled in to a K •,;;� f
Oro depth of at least 6", then mulched with wood or bark chips. w • `,�:.., w ..y� .-�:`.; Native Gra.Ss SeOd
3. Plan is based on a topographic survey dated 1/12/95 by InterMountain Engineering. - ;- -- OF 2 SHEETS
Wo m 4. All disturbed areas are to be reseeded with native grass seed mix and straw mulched - •
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UPPER � � �/ � � � LOW ROOF FRAMING PLAN SCALE: 1/1"
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ALL EXTERIOR WALL HEAC)ERS ARE 3 - 2 x 10 UNLESS NOTED OTHERWISE. S,113,
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❑ PREMANUFACTURED TRUSSES 29 O/C
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HIGH ROOF FRAMING PLAN SCALE. 1/1 - I -O
ROOF PITCH IS 6/12 UNLESS NOTED OTHERWISE
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ALL EXTERIOR WALL HEADERS ARE 3 2 x 10 UNLESS NOTED OTHERWISE. �� ® ,7.cloG�nci;,Y,�.. • z.
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at t�Stm 1#5 cant 'r V7' e)pmaon material o- i � t') . CO•
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b 211 tl dj #4 •24" o/c - T_ � y d' " c
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#4 •24"o/c i portions aroLnd Q #4 4'24" o/c
crawlspace o
VT dla A& n 4'o/c 4..9r�� V7'e>pmolon materiel '
i 44 a 24"o/c 4 •16"o/c 6 ;i
2#5 cunt J • • L x
OP a bot _ 6 6 1 g
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2 #5 cant • co • pt 2#5 cunt. - I
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, 4.,gavel 2 #5 cunt. • oo .1 Z",Soo p• 4" 4"dks perforated PVC drain 811 8'� 2#5 Cant 81. 1'-0" Drain -See 8 Sob
See Sob Report Sob Report Sob R ;
. I11 411 All 8 Dr� —See 411 4" , I ''-'+ Via'
T T Sole Report t 1
- i-i
411 • �f
Section E Sec tion D Sec lion C 411 Sec lion A-
I'' 3/4"= r Ur 3/4"=Y-O• 3/4"=Y p" 3/4"=Y U" F
Section B
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Th> situ has beet des_t ec tpw meet e r uuttient :of tit 1Si91 vniforc 8nildiri Coae'with 11} amen, en dapted by the Town of, at g ; L 1..
+# N' ;r
Al!Q ass obi c .1, Q F
to l _s nfli is between°'vartou elvn'iepts of th w in g�tt'awu► andlpr spoei cati s,shall lio Q x al,1. 1.brow to'ih0 a' #* gf the S c =a Sri eer be ace ", `' din with an'' o k so vo red. The
gut. pry. gr y w,,r , to 1 V:11 r,', Y V7'dla A& 0 4'O/c 9 ,
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C,eneral Contractcat s v!.. all diillenslbris and conditions at illtt joss site and shall be responsible fQt the
ins r— tziethpda,tcc ii�s ""ence�` rocod es''assbciaf w; this ,ro ect.`,FurthcX1446 he'shaU 2 x>2 s,plate 2 x n so plate
lse cespo4sible for cots to tt ;of all and ter',alii lncludtn" ose furtti ed b .'subCotitractors. The 416 . I, , - y
. :;., cs!,, . . 4" alrb on �� • • 2 #5 Cont. `� 1 i.Structural n ineer sba 1 b4 o"to d. to the cgnstru ipn h tar rtlake o baspep ions t a bat d 1.r 8 p. t� �u p ash thff lob sit t' a,
. <: necessary to confirm that .1''clt►at 1 eld;I ,_lqn: arc consistent WA,it desigo assurnpu4ns.and`that the
2 #5 c t. �` g' „
p g t0 iA pians and specificaiioh%s ,. , 1. :1, I construction is roceedin ac rdixi V7'e�por, marl 6" • 611 top a 'T ( L; !
Live Loads Used In Design: I 611 6.. %
4 0% V 1
Roof 80 psf .
# •
floors 4Q p F `
` Decks . 123 psf. t
#4 A �.. o/c C ,
Eaitltquake Zone l LSC #4 �.,11 E
N s:I.Wmd 80 mph Exposure . ��
11 I� .Ir 1 I � I � I .I I Q) .... 'he foundation foundation design for this residence is based upon an asunect,bearing'Capacity o 2000 psf and an
assumed lateral pressure of 43 psf. The Soils.>;ngineer shall be t�ntacted during excavation,to inspect the -� �,1.site and confirm that conditions' ara,consistent with these assumptfons. T'he General Contracttjt should • #4• t8"o/c
review the Soils Englneees report and,follow its recommendations.,foil cxcavadon,bacWiilling,grading and
drainage systems. #4• o/c I 611
a r #4 4' o/c 18
Self ications >8 4" L ,
Delete at F/Sim • • at
• • •
All framing lumber to be#2 Doug-fr or better."All exterior walla°to be framed of 2>t b studs at lb"o.c. 2#5 coat ,
. All micro=larn's to be manufactured. by Trus Joist MacMillan and confornt"to the allowable stress 2 #5 cons • • m ' ¢ 4i
requirements for a 1 3/4" 1'.8DF Micro=Lam LVL. I 11
All Tit165ts to be.manufactured4by TN Joist MacMillan. r i'_p• `, `. ;�'
All Tit
Glue-lam beams to conform to the allowable stress requirements for a F24-V4 combination beams 6, 6,
All connection hardware to be by T'he Simpson Company. :
All roof decking to be 3/8"C-C�xt APA 32/16 plywood; Nail with 10 d c@ 6"ox. at panel edged and @. -
12"ox,in the field.
All floor decking to be 3/4"C-D Int-APA 42/24,T 8c G plywood. Glue sheathing to joists with PL400 and
Sec 0-lion F
, nail with 1 Qd 9 6"o.c. at panel edges and 12"ox. in the fYeld. ( ,' s 1"
" ( b"Q.o. at parcel edges afld ( 12'� '' :_1,.:
.:
Sec tion G
. in All wall th8 fieldcathing to ba 1/2 oriented strand board. Nail with 8d b.c. root to scale
Not to scale �
All concrete to attaln a compressive str6ngth of 3000 psi In 28 days. '
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Alt reinforcing bars to be Grade 40,
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All,steel bolts shall confori>#to�STM`A specifications. - u) `
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FOUNDATION SECTIONS SCALE: 1/4" _ {11i; 1 . 4n . -mot ,, F'11 —i
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