HomeMy WebLinkAboutLIONS RIDGE FILING 3 BLOCK 2 LOT 23.pdf / hereby certify that th/s Improvement location certificate was prepared
for Douphinais-Moseley Construction, that it is not a land survey plot J
or improvement survey plot, and that it is not to be relied upon for s JAN 2 11997
the establishment of fence, bulldin , or other future improvement lines
P
/ further certify that the improvements on the above described parcel on
this date December 16, 1996 except utility connections, are entirely within /
the boundaries of the parcel, except as shown, that there are no encroachments �� Si0 T -C rV , DE V.° DEPT
upon the described premises by improvements on any adjvining premises, except F`
as indicated, and that there is no apparent evidence or sign of any easement �. Q
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 a// information regarding ease- 'J
ments, rights-of-way or title of record, Inter- Mountain re/%d upon Lion's Ridge
Subdivision Filing NI C,�/ S
uOne J r 9�` j LOT 24 ' � �O. •��+
BASIS OF VA 170N.• �� •��, 's,
SEWER MANHOLE C-52
(NOT SHOWN)
RIM = 809 1.85 ;.� _ r1Q / '�x xi�
INV = 80.01 OUT
NOTE.• � �� ��6 � �
Peak elevation to top of 518"plywood.
NOTICE.• According o Colorado law must commence ,� O�.�O�� �� w R/OGE O
9 ��. +� n
any legal action based upon any defect In this survey 0 EL=8107 0
within three years after you first discover such defect.
In no event, may any action based upon any defect in �� _ P
this survey be commenced more than fen years from - RIDGE
the date of certification shown hereon.
RIDGE
10 EL=8103.5' ^�. EL=8097.0'
LEGEND.
FF - Denotes finish floor LOT 2.3
�O
- Spot elevation / � p�O ��� � LOT 20
I ` ��f p J ��
N
o
10' UTILITY AND DRAINAGE EASEIAENT
21.9'
LOT 12 N06'34'51"E 209.04'
RESUBDI VISION OF
BUFFER CREEK TRACT A
I DAUPHINAIS—MOSELEY SUBDIVSION
ADDRESS: 1834 GLACIER COURT
DA 1F REW570W IMPROWFMENT LOCA 77ON CER77FICA TE °f9a"m BY PRaccr"° 96-0297S
P.O. e0x 978 SU17F 101 DRAM BY- OIiA TV DA LSS`WO' 1/17/97
0077 METCALF ROAD nInter-Mountain 142o vANc£s7RE£r LOT 23, LION'S RIDGE SUBDI VISION
AVON, COLO. 81620 s LAKE"D, COLO. 80215 CN£CXjW 8), �f- SCALE• 1" = 20'
(970) 949-5072 Englneeringu& (303) 232-0158 FILING No.3
TOWN OF VA IL, EAGLE COUNTY, COLORADO R D BOW PACE _W1I NO. 1 OF 1
1(2
to
C,
_h 8097 J4 O/ /^ 809747
809189
_.. !
809,330
8096.20
8094.33 -
C St 8095. 40
B .
// 1p)36 9o9F /
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GRAPHIC SCALE
CON
/ W ( IN Feet )
( - \ 2 1 inch = 10 rG
/ LOT 23 \ J CONTOUR IWER✓AL = 2 FEET
18933. 38 SQUARE FEET \ o
h 0. 43 ACRES \ LOT 20
— — — — NNN f
IN
n
I �
1
L i
/ ' \ LEGEND
SEWER STUB- our '
PHONE PEDESTAL P ONE
\
BASIS OF ELEVA T1 ON V. ELEC. TRANSFORMER P011 R
MANHOLE
/ RIM ELE8078. 82"
CURB STOP t'P
f /, EFSEMENr \ SANITARY SEWER OO
/ 0�iLITY CABLE TV PEDESTAL coTv
/ f o. E 209 04, \
/ N TRACT At
Duane Fehringer, a duly registered land surveyor in the
DAUPHINA/S—MOSELEY SUBDI VISION state of Co%rodo, do hereby certify that the survey shown hereon
\ / \ was done by me or under my direct supervision and the honzontal
/ FILING NO. 1 and H t/cal measurements are accurate to the best of my
i knowledge and belief
cone a ringer .L. .
, acvts[vs
5/2/98 ADD FZ. ELEV. PaeriV�4vMxao nlntCr-MOUnt,1n 1u vwz:mcr
("M "° "`�° Wngineeringwv"
Axa s�son
tee" TOPOGRAPHIC MAP 950055
m y le According to up Colorado law defect must commence NOTE ACCURACY OF TOPOGRAPHY lS" LlM/TED BY SNOW COVER. auw+ sr vA1e ,s�n.
any /egos action based upon any defect in this survey
within three years after you /first discover such defect. / {� P£ LOT 23 1-20-95 LIONS RIDGE RL/NG N0. 3
In no event, may any action based upon any defect in I - axcxm or srue
this survey be commenced more than ten years from DDF 1 ° = 10
the date of certification shown hereon.
PklD Bua't PAW TOWN OF VAIL s w
300140 EAGLE COUNTY, COLORADO 1 of 1
PLANT LIST
TREES
I Narrowleaf Cottonwood Populus angustifolia 3" cal.
14 Aspen (ASP) Populus tremuloides 10 @ 2" cal.
I @ 2- 1 /2" cal
3 @ 3" cal .
5 Colorado Spruce Picea pungens 4 a 10', 1 @ S'
DECIDUOUS SHRUBS (all 5 gallon size unless otherwise noted) _ G
7 Brilliant Red Chokeberry Aronia arbutifolia 'Brilliantissima' \ /
5 Colorado Dogwood Cornus sericea coloradense
6 'Gold Drop' Potentilla Potentilla 'Gold Drop'
5 Alpine Currant Ribes alpintun
5 Dwarf Arctic Willow Salix purpurea nana
EVERGREENSHRUBS
6 Tatnmy Juniper J. Sabina tamariscifolia
6 Dwarf Mugo Pine Pinus mugho mughus
evU LIPS lz
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Development
plan A I IlAaah F_e
Validity
Sec- 303 (c) 19 1U Permit 8 C. n
\I\ \ \ \ \ \ \ \ \ A \ \ �• �� / ' I• I 1\ \ ajance or arcing of a permit or approval of p nsl
3;rions shall o[ he construed to h a oar r, or an
\ \ \ \ \ \ \ \ �\ \ r I ` ^�V \ , i \ \ \ I • I \\ \ \ \ al of, any rdj ho of any of me of n5 6 his code
4 . .i , .�:y otner ortlin ce of the funs un. The suance of
n based upon p ns, spe dill
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r buildln o I from thereafter requiring the
; ' ' ,u of errors in said plans smiticaJinps 9And other
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2 , A�I� I.a-ID`z�{�D AfvE• �f �, e=el , ter` � PPG Imo ' � Gf�Ur�� ill A \ DESIGN MME VAIL
WfF 'ro IRf�IGo�(Er� DESIGN REVIEW BOARD
DATE 6, I �'
GLACIER COURT LOT 23 VAIL, COLORADO P ' ""EM OFFICEfCOP
DAUPHINAIS - MOSELEY CONSTRUCTION LANDSCAPE PLAN D O I a D. ® � ® 57
953 S. FRONTAGE RD. SUITE 102 VAIL, COLORADO 81657
PHONE: 9704768408 FACSIMILE: 970-4768409
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SM Fran*#Plan
M* 1fM e/f
SECTION A .
3/1" + 1'-0"
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GENERAL. NOTES � SECTION E
Thi structure has been designed to meet the re quirem�ts of the 1991 Uniform = °'
Building Code with amendments as adopted by the Town of Vail. [�
AN issions or"conflict between v Pious el Tits of the working draVings r-� Sa R.�
and specifications al be brought to the a io of th Structur Engineer MIS n.r.% �.T.s.
b fore proceeding w�t�t any work so igvdv4" 1�ie Ge N Contracts� all verify
all dimensions and conditions of the fob site and shall be respons le it the �'• ,4' °h
megns, methods, techrn ues, sequences and procedures associated with this SECTION G
project Fyrtherma he ad,be responsa Ie for co%adinotion f all work an4
materials ►n ludsn hose m+shed b suicontractors. The Stru tur sneer
shall be conctacte during the constrty ti phQSe to make the jo� siensgpections w
necpssay to confirm th t the ocV fel conditwns are Cons�stenet with the
design aT�'umpti,�s an� that the construction is proceeding according to the '/r �' �` a %�
plans an speciz-ations. �.
've loads Used in Design: t:A�
Mou
80 psi s 40 sf
Decks 4 psf
Vind th quake Zon8� mph ��posure 8 ,�•v«n.�m9«+0 �. ,r o/.
The foun ation des" for this .residue a is based upon assumed bearing
•. t,_..,u
rit 2000 psf d an ssumed la�ero preseure of 0 pcf.. The Soil g VV � �,� 0 �, r��► ro (,�.�,j
h9gineVshall be con acted ring excavation, to inspect the ate and confirm that
conditions a cons► ent with this investigation. Ine Genera Contractor should
revie��. the Bois Engineer' report and follow its recommendations for excavation,
bockfilliog, grading and rainoge systems. A N ,f 40 a� L!
f N oast. µIt IV ae. � C�
�, r tq t ao4 S
i SECTION B
SPECIFICATIONS 04. ,ro/r � �
All framing lumber to J2 Doug-'fir or better. �/
AN Glue-lain beams to conform to the allowable stress requirements for a F24-V4 11 7/1 W 01 41watto
combination beam. •dt a rcM v/tw.mwt
Vr� Ke +�'*w«„�
ado•2V%�rioppu N• ,•"
AN Micro-tom's to be manufactured b Trus Joist MacMillan and conform to the r`• '"° '
y t/a•ft A. S •V o%
allowable stress requirements for a T 314" 1.84E Micro-lam LVL '`
All T,N joists to be manufactured by Trus Joist MacMillan. ` • r °%
2p0" icyaaoL �
All connection hardware to be by the Simpson Company. . . •
All roof decking to be 5,j$"O.C.-C Ext-APA 32/16 plywood. Nail with 10d 0 6" O.T. �, e" N, t4,,°,° 1
a panel edges and at 1 m the field. f N oar. * �, r
All floor,deckinaa tto be 3/4" C-D Int-APA 42� 0 MG plywood, Glue sheothing to �' �-e» �' FN
joists with PI.400 and nail with 10d 0 6 0. . at panel edges and 12 O.C. �.r.s, r t.s: M.t.a, +� a° o� _ S"
Sob R•port
All wall sheathing t be��1/2P oriented strand board. Nail with 8d 0 6" O.C. at s i`
panel edges and 12 O.C. in the field.
�.• Ir ./s
AN concrete to attain a compressive strength of 3000 psi in 28 days. ��"•von m°
SECTION M SECTION F
AN reinforcing bas to be Grade 610. 3/+" - 1-� 3/4" • 1-� = I p. ,r% OATS 11 96
All steel beams shall. conform to ASTN A36 specifications. �
o sCAL e va,,
All steel bolts shall conform to ASTM A307 specifications. 4A �,vd _ oar
� J08 N0: 96-42c.
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__ I i do .214 DOWELS INTO PIER i8 7� ••`06.;
X 8" PAD w/ 3 �4 EACN WAY
r I ; k 2 ,114 DOWELS Je INTO PIER J.O.F.
TYPIL 0 PLACES
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MAIM
92'-10 3/4" 1 1 92'-10 3 4" 1 I T.O.F.
I 88'-113/8" t __ _-- _____________________________1 L_______________ _ _________ __ ____----} I 88'-11 3/8" j
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{ 921-6 3/4" ! 7
s s ATE, 7
9'-10 1/2" 6'-1 1/2" 44'-p' 6--1 1/2" 3' r " V4.. = r-O.,
l
96- 0
DRAWN BY; TVACS
69'-11"
STET HIM:
FOUNDATION PLAN
SCALE. V4" = T-0" NOTE. Al exterior wdl footings are 8" x 16" unless noted otherwise. Townnof�l/iii
'' I F-1 Dv