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- LOT 13 FI LI N G 3
p VAIL VALLEY FIRST FILING
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CS COVER SHEET = ������ - '� �` ;-,� �- �-_ i'� �
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Al . l SITE / GRADING PLAN �����=� � �"� °�- ��� � �f�l�'� -�- - -- -- �
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Al .2 CONSTRUCTION MGMT PLAN E������'��� - - - --- . , -- ____ __ __� � �
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OWNER DON & PATTY COOK ARCHfTECT & SCOTT S. TURNIPSEED AIA A2. 1 LOWER LEVEL FLOOR PLAN GENERAL DRAWING INFO w
DPC DEV. CO. ARCHITECTURE, CONSTRUCTION, A2.2 MAIN LEVEL FLOOR PLAN o u � � �
� - � 7000 E. BELLEVIEW AVE. SUITE 300 CONTRACTOR & INTERIOR DESIGN A2.3 UPPER LEVEL FLOOR PLAN ISSUE : REVISED N z � W �
- 11 �3 CAPITOL STREET SUITE 211 A2.4 ROOF PLAN ao O ao W � �'
M GREENWOOD VILLAGE, CO $0111 , 12. 18.2008 � �, o a � A
P H O N E: 3 0 3.7 9 6.8 2 8 8 x 3 3 0 1 P.O. B O X 3 3 8 8 o c V N p a a � �
EAGLE, COLORADO 81631 A 3. 1 E L E V A T I O N S E A G L E C O U N T Y W I L D F I R E H A Z A R D R A T I N G: m � . `-' � a �
• A3.2 ELEVATIONS LOW W � v � � x � °
OFFICE. (970) 328-3900 v_� u,
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FAX: (970)328-3901 A3.3 ELEVATIONS > Q �
PROJECT SUMMARY: � o V g � z � �
a � �
DIRECTIONS FROM I-70 A4. 1 BUILDING SECTIONS � M �
NEW CCJNSTRUCTION - SINGLE FAMILY � � � �
T A K E E A S T V A I L E X I T SURVEYOR EAGLE VALLEY SURVEYING, INC. A 4.2 B U I L D I N G S E C T I O N S � �
SOUTH ON VAIL VALLEY DRIVE A4.3 BUILDING SECTIONS THREE STORIES Q � o
CONTINUE AS IT BEARS RIGHT P.O. BOX 1230 ATTACHED GARAGE � 2, � 8.08 � a ,
EDWARDS, COLORADO 81632 �
LEFT ON SPRING HILL LANE A5. 1 WALL SECTIONS REVISED FLOOR �
OFFICE: (970) 949-1406 M
- FLOOR AREA CALCS: AREA CALCS: �
H
A6. 1 D ETAI LS �
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LANDSCAPE RIC FIELDS A6.2 DETAILS LOWER LEVEL FINISHED 2,240 S.F. 2,573 S.F. � � � � � �
ARCHITECT FIELDSCAPE, INC. A6.3 DETAILS MAIN LEVEL FINISHED 2, 104 S.F. 2, 104 S.F.
P.O. BOX 1871 UPPER LEVEL FINISHED 2,450 S.F.
2,050 S.F. ��►N 13 2009
AVON, COL�RADO 81620 A7. 1 TRUSS PROFILES COVERED PORCH 12 S.F. 0 S.F. (REMOVED) _
PHONE: (970) 328-4006 GARAGE 643 S.F. 643 S.F. � �
A8. 1 LOWER LEVEL R.C.P. MECHANICAL ROOM 521 S.F. 190 S.F. � � � �
A8.2 MAIN LEVEL R.C.P. ' �� � � � � �
GREAT RM. VAULT OVER 16 305 S.F. a N N N N �
1 • A8.3 UPPER LEVEL R.C.P. '�� � N N � � �
S T R U C T U R A L J O H N A R N D T TOTAL 7,570 S.F.
7,865 S.F. o� 3
ENGINEER GEBAU iNC. El . l LOWER LEVEL ELECTRICAL PLAN ��� ; � a N
_ 1121 BROADWAY E1 .2 MAIN LEVEL ELECTRICAL PLAN MINUS GARAGE CREDIT 600 S.F. 600 S.F. ~� � � � m o
SUITE 201 E1 .3 UPPER LEVEL ELECTRICAL PLAN � � Z = ~ �
> BOULDER, COLORADO 80302 � � � � �
_ TOTAL SQUARE FOOTAGE 6,970 S.F. 7,265 S.F. �; � Q Q � Z
. (�„ S (3 0 3)4 4 4-8 5 4 5 L 1 LAN D S CAPE PLA N N o z z o
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L2 LANDSCAPE DETAILS MINUS BASEMENT DEDUCTION MINUS BASEMENT DED.
� � � L� (� 50� 50�
� REVISION NOTES: S 1 . 1 FOUNDATION PLAN BASEMENT S.F. = 2240 BASEMENT S.F. = 2573
, �. . I � s.22.2oos S 1 •2 MAIN FLOOR FRAMING PLAN ME�H S.F. = 521 MECH S.F. = 190
� � 1 . HE T ADDED T T -
; _ s E s o sE . S 1 .3 UPPER FLOOR FRAMING PLAN TOTAL = 2761 S.F. . .
, _ LeG ���� TOTAL - 2763 S F
� ,�-� SS� �^c� � �� �2.�a.os S 1 4 ROOF FRAMIN P X .5 = 1 ,381 S.F. X .5 - 1 ,382 S.F.
� �� �� � 1 . SHEETS NOT INCLUDED COVER SHEET
,
--- - -- - S 1 .4A ALTERNATE ROOF FRAM1NG PLAN
� S • 1 S UCTURAL T N DETAILS CREDITED TOTAL 5,589 S.F. CREDITED TOTAL 5,884 S.F.
� 1 , 52. 1 A ^ RETAINING WALL DETAILS GRFA ALLOWABLE 6,058 S.F. GRFA ALLOWABLE 6,058 S.F.
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S Stone Pavers on Mugo Pine Pinus mugo None 5-20'/5-20' Sun/FS 2 3-4'B&B � �
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11 DA Dwarf Archc Willow Salix purpurea nana yellow-green 4'-4' Sun/FS 12 5 Gal � �
g H i 1 O .,�
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Existing Boulders D Redtwig Dogwood Cornus stolirufera'Baileyi' White 8'/8' Adaptable 27 7 Gal '� �
ctyp> �' 4�
O Insanh Dogwood Cornus stolirufera'Insanh" White 4'/5' Adaptable 50 7 Gal � � 1�/ 0
4
o � O Jackman Potent�lla Potenhlla fruticosa'Jackmarui Yellow 3'/3' Sun 30 5 Gal. � �
z � , . . . �' � �
vAR Variegated Dogwood Cornus alba Argenteomarginata White 6l6 Sun/FS 13 5 Gal �
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�oo Pixwell Gooseberry Itibes hirtellum'Pixwell' Pale Green 4'J4' Sun/FS 16 5 Gal �
�
No t e• BUF Buffalo Juruper Juruperus sabina'Buffalo' None 12"/6' Sun/FS 27 5 Gal. �
ORussian Sage Perovska atriplicifolia Blue 3'/3' Sun 4 5 Gal �
C�� S� �. e �. .n. This Plan re resents revisions to the Landsca e ��
. p p . � �
_ Plan submitted to, and approved by, the Town � � ,
� Mixed Perennials 360 1 Ga1.,18"o c � � �
of Vail, dated March 10, 08. General /�����, ,��,.. � o �
mo c li fica tions inc lu de p lan ting; si te .. . = Sod ��� ����� ���� ' �,40o Sq.Ft � " o
, ;. . -" ��'A���P��l� .. � -� �--a
improvements such as patios, water feature, , � (�� � � �
' ' ' • Native Grass Mix to Match Exishng Grasses 4:�f:;�� _ �� � " ' �, All Disturbed Areas � � oco ght
pathway lighting and drainageways are clouded � � � o F,e��apelncorporated
f or identif ication. � , -t�____� . All�gh�Reserved
""""�' � h� Th�s document,and the ideas and
LJ des�gns mcorporated herem,as an
uistrument of profess�onal service,
vs the property of F�eldscape
Incorporated and Ls not to be used,
in whole or in part,for any othez
pro ect without the wntten
aut�onzahon of Ric Fields
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General Notes and S ecifications �� ���'���{°z� � o
� o �� � :�
1 Location of all trees shall be staked by the Contractor and approved by the Landscape
��'�,�{�k,' �
Architect prior to final installation. Downhill
2 ExacE placement and shape of planting beds shall be reviewed by the Landscape
Arclutect prior to installation of irrigation system.
3 All plant material shall be backf�lled with one part peatmoss/compost xruxture with Job No 0754 00
two parts topsoil Issue Date 1
4 All plants shall be"Colorado Grown",if not available "Colorado Fielded",or'Northern
Final DRB Mar.10,'08
Grown"may be acceptable.
, 5. Spruce trees to be nursery grown with leader intact and undamaged. Area of Disturbance Permit/Bid Apr.4,'OS
6. All herbaceous planting beds shall be amended with well rotted manure/compost mixture
(one cubic yard compost per 350 s f one cubic yard sphagnum peatmoss per250 s f) FdterFabnc
over Mesh
, and tilled into rock free topsoil to a rrunimum depth of 6". , `"°°a`'°5'
7. All herbaceous beds shall be to dressed with 1"extra fine shredded hardwood bark mulch 'I��
p U lull Compacted Backfifl
8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardvwod bark mulch. p fromExcavated5oil �i' UmaofMeshFence
u n l' r m Trench ,� and Embedded Filcer
4 x 4 Trench
9. All plant beds shall receive Mira-fi filter fabric or equal Wire Fence• a �-, � ';, Fabr��bY aFPr°X�" ,
10. Place a variety(species and bloom time)of perenruals and ground covers in masses P uph�ll of S�lt Fence �1. ~ I I� 'I€ ,nT�e��,,
sta le 6"x 6"dia max 12 f} I 1 ' �
�i2 auge mut mesh 1��-��� �( Undisturbed Grade
(min 6 plants)where designated on the plan Plant masses of bulbs in perennial beds. �ence to posts 1: 1�±C�1 I
11. All deciduous trees 2-1/2"cal and over shall be staked with 6' steel'T'stake�and Silt Fence Plan 201 T -L�J � ��t � ;��-� � F�'�� ��I�-11 r
guyed with#14 gauge galvaruzed wire and 1-1/2"wide x 18"green nylon tree straps, Wood Posts NottoScale ����
�mreab�xaa��nY;�ae�h�„�.aae � � L �' i�'1 � jJ��-il�� �„ - I-
all trees less than 2-1/2"cal.shall be staked by 6'lodgepole stakes with the same
guying and wrapping specificahons ' �i ' Itj r �;�i 1�� � �� I� � � ? -�-�-i Ti� �
L ��, I� I 1�_ �-T i, I + i i
12. All deciduous trees shall be provided with a tree well at its base Wells are to be �' � � t i��� L j� � ���� 1 ����� -? 1 T 1 � 1 i �
earth constructed having a minimum shallow depth of 4" L � '� ��f � '� 1�.�
13. All newly planted trees shall be rootfed at tune of installation Rootfeeding�hall t� � � t r 7 �
r i�� ,�� T
consist of a liquid root growth stimulator,including vitanun B-2 and a slow�elease �
fertilizer composed of 14+14+10+2% iron
, 14. All trees,shrubs,vines and mixed flowers shall receive drip irrigation at a schedule Sllt F2riCe SeCtlOri 202
consistent with their individual needs All sod areas shall receive spray irrigation with Not to Scale
100% overlap. All disturbed azeas to be revegetated with native grasses andwild-
flower seed shall receive temporary irrigation for a minimum of 30 days;the�eafter, 1
decrease water application gradually This system will have an automatic cleck with "x 6"Mesh over
an integrated rain sensor/shut-off. Wood Posts
� 15. Aspen trees shall be field collected with a mirumum of three clear trunks unless otherwise
spec�fied. Filter Mesh �ver
16. Unless otherwise noted by the drawings or techrucal specifications,all plantmg beds shall O
- be separated from sod and native seed mix by Bend-A-Board edger WoodPostBeyond �
t�
17. One application of di-ammoruum phosphate fertihzer,l8-46-0 shall be broadcast prior , , , � � , _ , ;"'�
to seeding at a rate of 7-S 1bs.1000 s f ' �," � _ � ' '��_`�_�' `��� � _ ' � '��� ,�;_ .�``� 0 ,
.
, f, '� ;;,z r z' , ,, ' � r„�,�
18. All disturbed areas located on the Landscape Plan to receive native grass treatment _,- - ' ° � �� �°� T � , �
d '� � +'� O
shall be revegetated by sewing the following seed mixture at a rate of 421bs./acre ', , '�; - , fi , '�';;�;, '''� , '�`', ;'; . ,, ` '#'` ` ;,�' f 1
19 Percent rnix of each seed type shall be approved by the Landscape Architect, �`. . �c;,-.��� y`�� - i ' ' ; " • � , �' ��'�� �•J
Seed % Mix - , „ ' ,� .- ., . ,�. , ,� :`i , � ' , � ,� � � ± � �
Sheep Fescue 20 � r� - . � ,;`� ��, ``� _i, , � E; `, � ;'� �;�� �
Creeping Red Fescue 20 w �`� , ,r �- �r f , -, ,`_� , �!'�- �=`� , � _ , , � �, �
Canada Bluegrass 20 ;�
' Canby Bluegrass 20 n , �
Rocky Mountain W�ldflower Mix 20 Silt Fence Elevafion 203
� . 20 All areas to receive wildflower seeding shall be sown with the following mi�of wildflower Not to Scale `+� U
' seed. Percent mix of each seed type shall be approved by the Landscape Architect. � Q�
- � �
' ' Seed % Mix
Siberian Wallflower 15.08 � �
Perennial Lupine 13 OS � w
Sweet Williams Pink 12.04 Existing Tree to � �
Rocky Mountain Penstemmon 12 04 O �
Perenrual Gallardia
12 0� be Preserved � 'T�
Blue Flax 10.04 V • � �
' Dwarf Cornflower 6 04 y•*�'i rn �
Annual Baby's Breath 6 04 •r-1 v J �
Corn Poppy 3 04 V � Q
Cal�fornia Poppy 3.00 � Firmly Driven"T"Stakes 6' � U
Dame's Rocket 3.00
o c Exten sta es to tree
Shasta Daisy 3.00 drip line � �
Giant Columbine 1.00 r� �
White Yarrow 32 � Silt Fence along L�uuts of �/ �
Aspen Daisy .24 a � Disturbance and Dr�p Lu►e � �
� of Trees to Remain � �
21 All seed,sown and fertilized areas are to be lightly raked into soil �
22 Mulch all sown areas with 2-3" of straw or hay free of weeds. (� _ _ � O ��
23. All straw mulched areas are to tackihed with an approved orgaruc tackifier at the rate
of 120 lbs per acre .� �
24 All Eirush grades shall provide for natural run-off of water without low spots or pockets � o �
Set flow lines accurately and provide a minimum 2% and a maximum 33% gradient unless n �
otherwise noted. Contractor shall be responsible for positive draulage throughout the �'�� �
site,with accuratel set flow lines No low s ots or ondin of water will be acce ted _ Exishng Grade
Y P P g p i�i�v�Y,����v�.�, Y�\'���r�,,�"' 4� �
in the final work. Positive draina e shall occur awa from all im rovements :��i�i���i���`��i �������i�i������ "'+',
� Y p �yi���i,���i,�i�i ,��i�i�i � .� V
25 'Specimen'plant material shall be flagged at the holding nursery for approval from the �;�i����,���i��� ,� ,� � � ��i���i���f��i��� (� v
�,���,y�y����, ,�� � �, ��>�i ��.y �
Landscape Architect. ���i��i %���f�.i�ii�-, ������!i i�,. �i,��r�; (n
��i��� � Jiii
26. Plant uantihes in the Plant Schedule are for uiformation onl Landsca e Contractor is ��%'��N/���i���/����i���i��•, ��i��T�i���i�� �� ����/\'��
q Y• P �����i�.��. ���i�� �i.i� . �i. �.��i�i..��'%� i
���v�� v� ���iv v�y �. y�� � �. ,�4 � �
res onsible to do their own uanti takeoffs for all lant material on the lans. In '�� ��!������i�����i�!��!���'��i�����������i��!i����{���% �
P q tY P p U����y.i�i� -i�i�i�iv�i�i�i�i� �� , ��i i�i�� i�y�
case of discrepancies,plans take precedence over plant schedule Y�`�/������%'��������'���'�������� y����'������������������;��`�
2 7. C o n t r a c t o r s h a l l f i e l d v e rify e x i s h ng gr a d e s,u h l i tr e s a n d c o n d i t i o n s,an d n o hfy t h e \��:���;;����������`��^�����✓����\������� 1/3 Bunal of overail Post(3' �
�����\����\�����\!,�\�������`���\�������\��������\����� min)
Owner of any discrepancies before starting work,making mod�fications as cirected ���i�\i� �i�,.i�i ��l�.i ��i�����i�i�� r�
by the Owner Contractor will be required to complete the work of this proj�ct /�'%,���������� �i��`�'`����'� ✓
� ✓��li
<�y,>y��
according to the proposed drawings,deta�ls and specificahons If conflicts arise �
in the field,contact the Owner for resolution. Contractor shall take take sole �
responsibility for any costs incurred due to damage of said utilities. Tree Protection: Silt Fence �
28. Verify locations and conditions of existing trees and plant material prior to beginning ZQL�
work Contractor shall take appropriate measures to protect them and avoid Not To Scale �
compaction withir►drip lines Avoid cutting of roots over 1" diameter Exis-uig plant m
material damage by contractor shall be replaced at contractors expense �
29. It shall be the Landscape Contractors responsibihty to conform to all designcnteria '{"�
as noted on the Drawings or the technical specifications. Any discrepancies deletions, � ,
additions or alterations to the Drawings or specificahons shall be presented in writing �
to the project Landscape Architect prior to installation
30 Landscape Contractor shall submit the Company's written document regarcing it's pohcy °c° T'�„
in plant guarantee and replacement to the Owner. Each guarantee shall conEorm to the F�eP�scapeIncorporated
Alt fights Reserved
minimum standard of replacing all material,includu�►g labor due to the sickness or death Ttus document,and the Ideas and
of a plant for the period of one year following final acceptance. aes���,�orporated herem,as an
mstrument of profess�onal service,
- 31. Landscpe Architect will have the sole and exclusive right to accept and reject any plant is the property of F�eldscape
Incorporated and�s not to be used,
material brought onto the Site which he/she may find unacceptable. ���,�hole nr m part,for any other
pro7ect withoat the wntta
authonzahon of Ric Fields
32. Landscape Architect must have a minimum of 24 hours notice prior to desued site visit.
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_ Lot Coverage Calculation . . .�
Lot Area: 13,865 s.f. �
_ Im ermeable Area: 3,739 s.f. 26.96% � � a e u a 1 o ns �� �
p � )
� Permeable Area: 10,126 s.f. (73.04%) °FieldscapeIncorporated
All Rights Reserved
� d Ligns mco�rporated h lereuy an
mstrument of professional sernce,
is the property of Fieldscape
Incorporated and Ls not to be used,
in whole or�n part,for any otha
` pm1ect without the wnHm
authOnzahon of Ric Fields
. Sheet
L3
of three
� 1 '
�
_ , �
� BUILDING =
OU111NT
� I
SURVEYOR'S CERTIFICATE NOTES•
I, Michaei J. Post, a Professionol Land Surveyor registered under the laws of �
the State of Colorado, do hereby certify that this topographic survey was � 1) DATE OF SURVEY. 5/23/03 '
made by me and under my supervision, and that the survey is accurate and DECK + UPDATE• 4/30/07
correct to the best of my knowiedge. _ , � 8257 6 � '
�,;�-" , X I 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR
� � I EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
�j'/' �% � � RESTRICTlVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER '
-� -""' `• � J --------------- FACTS TFiAT AN ACCURATE AND CURRENT TITLE SEARCN MAY DISCLOSE
Michqel '�J. Po� ' . � . � �
Colorado'P:I..S., �01 a 6 . ` � I 3) NOTiCE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAI.
-- ' • I � ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
_ - —� AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY
� � • ACTION BASE� UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
�_ Date:,?���., �U�- �_ , ——— . �
� TNAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SH�NM
��l ,�,,,� ' L—"'"' HEREON
BUILDING I 4) BASIS OF ELEVATION: SEWER MANHOLE �OCATED AT SE CORNER LOT 13 (SEE DRAWING)
OUTLINE �
� 5) BASIS OF PROPERTY LINE LOCATION: FND PROPERTY CORNERS AT NW COR LOT 13 AND AT S PC LOT 13
DECK
8260 0 �
',�' =,
I ��;;= INDICATES CONIFEROUS TREE AND APPROX. TRUNK DIA. •
�
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8271.5�1 PREV FND PIN & I � =��
ALUMINUM CAP � I I � --��INDICATES DECIDUOUS TREE AND APPROX TRUNK DIA.
1 ( �s ,s82� i LOT 11 �� ��`�
1 l4 �
` I DECK _ � I
' � 8269 2 __ ,_— .
� � I L _ - - � - � I
DECIDUOUS EDGE OF
DECK , ' TREEUNE LANOSCAPE -----���., l
y 1 LOT 11 M�qS - S 89'01'07" E 150 03' � �� I
� � _ , S 89'23'43" E 150.00' �``�_` , � � FND PIN &
� p, ___ ,
I �- -,,�_ _` J ,, ��, YELLOW PLASTIC CAP
��;\ ���r �' UTIUTY & MARKED "MSM°
- —� � -- -- - - - - --�: :� - -- - - - -- - - - - - - ,, DRAINAGE
�--�`— �"� EASEMENT 5 �
DECK � � �`; _ ` - - / _�_- - �''-�_-_�� r�"' �� — --- -- — --- — - - — - --- --- — --- �� — -- � '
8280.9' , < ='�_` - ' ���- � LANOSCAPING �� �
; , \ _ , Z
1 1 ��' _ , 2� EASEMENT AGREEMENT � �
'�r'�,���' > � BOOK 466, PAGE 35) � p �
� 1 < � � ,- - �� � �, �ao •
UPPER ` ' ; � :_ ':: J ' • � z 8270.7 X
, DECK , J ` ,- _' — — — - �- — _ _ _ �' _ _ � "'` o �
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t'l �� ` � �ORAINAGE m w
` � � � EASEMENT � �
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OUTLINE � O �" ,
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` VAI L VALLEY
t °° ' � �.� SECOND FILfNG
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PREV. FNO PIN & ��f y'"� �'
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� PHONE � ALUMINUM CAP ��!i�',� • + -
75 4 � v L5 16827 r' "� 73 7 �Q 8279.2 X
p�d / ` P DESTAL �-� ELEVATION 8273.1 � �r- •
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ALUMINUM CAP -� ' " " � EDGE OF
�_, �ELECTRIC � ;� v" '� 2�_5� CONCRETE �=6979�'S3"
LS 26598 — METER ��� STONE _� '� 73.7�' PA� R=61.11'�
% - � L=73.94
, 75.4 — ----�E-_ -_ 1°^^ �- �' 73 7 '
� � ��.s — — . — f. -----�– C LEN=69 51�, y s2soa
EDGE OF � �4�- 73 9 BRG=S 55 56 31 W
ASPHALT ELECTRIC �
TRANSFORMER *` E 8281.4 X �
A `�'
S P R I N G H i L L �" � LL
= BASIS OF ELEVATION
SEWER MANHOLE , . �
INV. ELEVATION 8264.6 T�P�GRAPHIC SURVEY
MEAS. RIM ELEVATION 8274.Z
L�T 13, BL�CK 3 � � A
VAIL VALLEY FIRST FTLING
� 41199 HIGHWAY 6 & 24, EAGLE-VAIL ` T�W N ❑� V A I L � , �
UPDATE 5/01/07 KPJ EAGLE CCIUNTY, CCJL�RADC]
� P.0 BOX 1230 • �
` EDWARDS, C0. 8f 632 " �
(97d 949-1406 . KD 5/29/03 •
649-13.DWG ��B NO. s��
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• ourur,r Scott S. Turnipseed, AIA
. ard�neclure�oautnx�on�Inteenortlesgn
DECK
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{ DECK I O N m
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DECIDUOUS LANDSCAPE � } N �
DECK � TREELINE LOT 11 826� �.
' \ \ 8260 MEAS -S 89°Ol'07"E 150 03' � � (� } p Q
8264 — -�a�...� — — �� — — ' „ ' � J I 8262 Q
- - - S 89'23 43 E 150.00 I � _ -� / � 8 2 6 4 F N D P I N& �
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8280 9 � � �/ +°�e°earmaae / c"j� � _ O ` � � Z
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UPPER � \ _ _ I \ 4 =� � 2 j o X C�
DECK � 15'-0" GAS METER '— '—' — — � � � \`' �- — I � °.
�� � \ SIDE SETBACK ELEC METER �63' � � � ° � � 10'-0" r 00
� � Deck
8266 � , � Cg t 61 5 \ � DRAINAGE6 LITY W
� 6 — 61. ' �� � � _� EASEM �8266
BUILDING � ^ SIOESETBACK � J
OUTLINE ( \ \� �66� � \� flOt � ( � cn
_ / � tUIJ ._/ I O •°�
LiMITS OF � � � �
DISTURBANCE PS � / LOT 2
`
� 1 � 675� � � _ �-8268 VAIL VALLEY
� BOULDER WALL
� � / --- _ TOPOFWALL=8266� SECOND FILING
� / BOTTOM OF WALL 8262'
� � � � ^ 8270 �
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MARKER ELEVATION.82731 N N N � N
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- ,� Lower Level T.O. Slab NOTES:
�. CONCRETE PAN AT DRIVEWAY/ROAD REVISED EI. 89�-0�� _ $2b2�-O�� USGS • SURVEY PROVIDED BY EAGLE VALLEY SURVEYING, INC.
• SEE ROOF PLAN FOR RIDGE ELEVATIONS
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Deck changed from straight to curved. Newel posts ����������
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date.
BBQ moved from side deck to rear deck
BBQ
� date �4
Spiral stair added k `�
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date 10 6 08 3 EL '-6"
Window changed to 2-2040 r�, —
AM��� 5.�,a- 3'-3" � �
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date ' �
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Side deck removed door removed and � latform . • � C �
replaced with a window .- �; ° � .� �
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date � � � �
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date 10 13 08 �'� �'' wood floor . �
Dishwasher added in island ', 3'-111" � A4 2 � � O w �`
U n d e r c o u n t e r r e f a d d e d i n b a r. f $ c o .—
Prep sink moved over at bar A4.2 � 2 �- dS
T V,coffee,appl garage,warming > � N
drawer added to left of range i*� N � 0
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/ _ � _ _ _ _ _ � da`e 10 14 08 w 48"ref 48"range ce ter on entry • •
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� �° GENERAL NOTES: MAIN LEVEL FLOOR AREA: � N � g � � �
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� ��``"�" �°� / a � 1 . EXTERIOR WALLS 2X6 UNLESS NOTED OTHERWISE. FINISHED 2219 S.F. Z �' � Z Q Q a- z
- � � , ,\ � � � e 2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE. GARAGE 628 S.F. O a � p ? � �
- , , � � � Q 3. POCKET DOOR WALLS 2X6 UNLESS NOTED OTHERWISE. V � •- U
_ � � ,, o � ^ 4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED
� '3�6' ° / OTHERWISE.
� � � � � t REVI l N N TE �
L , �i � S O O S. NOTE:
� � � \ 5 22 2008 „ _ „
� - /
HANDRAIL TO BE 34 38 ABOVE NOSING OF TREADS, RETURN M A I N L E V E L F L O O R P L A N
2�:�N �3:sn � � � ENDS TO WALL. HANDGRIP SHALL BE 14'-2" IN CROSS �
1 . SKIRT ROOF NOTATION ADDED. SECTIONAL DIMENSION. HANDRAIL CONTINUOUS BETWEEN A2.2 SCALE:Y4��= t�-o�� �
LANDINGS, TYP•
^ M MAIN LEVEL
� ,FLOOR PLAN
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4 6 - � MOUNTED EXTERIOR
N / � ^y. � 3��" �� — � I s Q 5 DOWNUGHT oo ao 00 00
N 4 � �°
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� �.N A3.� A4.s TOWN OF VAIL LIGHTING F— �; � � o �! N
� o�� � � B e d r o o m 5 ` � � REGULATIONS, TYPICAL y � N N r- � ry
Q N m�c vaulted cedmg � WHERE SHOWN. �
c� / / � carpet floor N N M �
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� �;�M \ c a r p e t fl o o r � Q = N —� � m � F--
� � N = Z N �— _
2� � � UPPER LEVEL FLOOR AREA: � `— � "� � �
arc he d � � ''" , � \ ,��a � G E N E R A L N O T E S: N N W � � w N
m e t a 1 r a i h n g � / 5,0" / � �o� � 1 . E X T E R I O R W A L L S 2 X 6 U N L E S S N O T E D O T H E R W I S E. Z Q �i U Z Z °' 0
� N R m ° FINISHED 2062 S.F. � � Z
_ � / �,�� � / N 2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE. ,n p � LL, U
� 3. P O C K E T D O O R W A L L S 2 X 6 U N L E S S N O T E D O T H E R W I S E. U � — U
z:o� 4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED G R E A T R O O M V A U L T 3 0 5 S.F.
° 2'oM 4,�� ` / � � � OTHERWISE. OVER 16"
� � � �
' 4=oN � � I NOTE:
e'0" � HANDRAIL TO BE 34" -38" ABOVE NOSING OF TREADS, RETURN
� � ENDS TO WALL. HANDGRIP SHALL BE 1�"-2" IN CROSS
�'D" � � SECTIONAL DIMENSION. HANDRAIL CONTINUOUS BETWEEN � U P P E R L E V E L F L O O R P L A N •
2�,0° 4;0„ � N � � � LANDINGS, TYP A2.s SCALE:Y4��= t�-o��
UPPER LEVEL
4�0^ �� arched FLOOR PLAN
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, - �' s � �i� � ~�
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� G I � �� � �y 5� EG = 8268'-0'� 11 ��� s�� I s�-o�� ` � � H
� height = 3�1 -6 1 � \ �
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i i REVISION N S. c� Q Z = m �
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- - - - - - - - - - - - - - - - - ,, �, � - - , R O O F P L A N
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ROOF PLAN
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s nthetic slate roof Ridge elevation= 126'-3" USGS 8299'-3"
�2 Scott S. Turnipseed, AIA
Ridge elevation= 123'-10" USGS 8296'-10" �2 stucco tnm �5 stone chimney ���re������0��
12 5�—
° , 5 r_
Ridge elevation= 122'-0" USGS 8295'-0" flower box
Ridge elevation= 121'-9" USGS 8294'-9"
custom cedar bracket
- s nthetic slate roof
2X6 fascia �
_ 2X10 sub-fascia /� � 12 Q
� � 26 6 csmt \ 6 csmt 2 2X6 fascia
/ \ r Q 12 '-0" hdr C� 120'-0" �
bX8 ex osed rafter tals
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- � M
� / 6X8 exposed rafter tails �
2640 csmt , � / � / � � �
hdr C°? 117'-0" copper roof \ / � ,� �
custom cedar bracket
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� 2-2650 csmts r Q 115'-0" � p �
hdr @ 119'-0" � •� O �
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- _ _ � _ T O Master Level Subfloor EI 111'-0" _ _ _ _ _ _ T O Master Level Subfloor EI i 11'-0" (n C Qj M
- _ _ _ T O Bedroom 5/6 Subfloor EI. 110'-0" _ _ _ _ _ _ T O.Bedroom 5/6 Subfloor EI 110'-0" � � O
� W �c u r v e d d e c o r a t i v e ��_°�-� �4x 1 0 tim ber hea der ._ � , ,�
metal rad +_ '-
4x8 timber header � / � - 366 fixed � 3020 fixed transom, s j N �
/ / � � 3060 csmt, . � } O
� 8�3020 fixed. � v� � O
stucco retum header at 111'-0"
s ucco retum O = �
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stucco siding � � / 2-2646 csmts N
�� stucco siding U +-' N
� \ / hdr Q 108'-6" / � � � �
6"stone ledge 2646 csmt , � �
hd Q 108'-6" '� �� ' /� stone veneer � } N �
stone veneer - 36 fixed � V O Q
, . ❑ 6"stone led e � �.
❑ � Q
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- _ T O.Foyer/Kitchen Level Subfloor EI 100'-6" � U
- _ , rea oom eve u oor - - T O Foyer/Kitchen Level Subfloor EI 100'-6" }� M
_�_� _ T.O Garaqe Slab EI 59'-4" � s � - rea oom Leve � oor . - 100'-0"_ �
- - - - - - - - - - - - - - -
_ � T O Gara e Slab EI.99'-4" USGS 8273'-0" O ,-
I I I old proposed grade i - -
� � � � � � copper roof � U
� � � � proposed grade � � 4x8 timber header � I � � � ` I I old proposed grade
� � � � � � typ Q stucco � � proposed grade �
I I I I wood gprage doors I I I ' � �► � �
I � � � line of � � � — � � �.� � � I I I existing grade
� � � � foundation below � � � L' "� � � � � � 6"stone sill
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_ _ T O.Lower Level Slab EI 89'-0"
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s nthetic slate roof �
a
�o � �
2X6 fascia Q
� ` �"' 2X10 sub-fascia N � �
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2-2336 fixed 3060 csmt, 3060 csmt, � �,
hdr C�? 109'-0" hdr Q 115'-0" 8�3020 fixed. 8�3020 fixed. 6X8 ex osed rafter tads � �
w/3020 transom header at 111'-0" header at 111'-0"
and 3020 awning � a
' W
- - - - - - _ _ _ T.O Master Level Subfloor EI 111'-0" Q m
- - - - - - - - - _ _ T O Bedroom 5/6 Subfloor EI 110'-0" W S
4x8 timber header h rW'
2-2366 fixed / � ' / � stucco retum v
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// �� /� �� stucco sidmg � 0
/ \ -
2-2620 frxed transo
� / 2-2660 csmts, 6"stone ledge
� / � / &2-2620 fixed � � � �
� / hea er at 111'-0" metal cap,iron balusters, O O O � O
2-2336 fixed � / \� /� wood top&bottom rad N OO NO � NO
N
l Ox10 fimber W c`''0 N N � � N
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- - - - _ _ T O.Foyer/Kitchen Level Subfioor EI. 100'-6" N O � W w Q N
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( � � � � stone retainin / atio fire ►ace
_ � , , , , I wall-see landscape drawings 3 R I G H T E L E V A T I O N
� � � � � proposed grade
� � I � � � A3.1 SCALE.ya"= 1'-0"
� � � � � �
I I I I I I T O Lower Level Slab EI.89'-0"
- - --f— - - - - - -� - - � - --�� - - - - - —�- - - � — - - - �
C I � � � �� � � Lowest Finished Grade=87'-6" USGS 8260'-6"
I � I ELEVATIONS
� � � line of
L _ _ _ _ J foundation below NOTE: USE TEMPERED GLASS WHERE REQUIRED.
- - - - - - - -
- - - - - - - - - - - - - - �
��
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Scott S. Turnipseed, AIA
stone chimne
10/6•roof rev�sed s nthetic slate roof ardvtecture�constn�on�ir�tenordesgn
12
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Ridge elevation= 122'-0" USGS 8295'-0"
2X6 fasaa
- 12
g 2X10 sub-fascia
' 12 / \ �
8 � � �
� 2-2650 csmts / � 6X8 ex osed rafter tads � �
hdr Cs� 117'-0"
� / � � � board on board �
2626 trnsm � / siding, 10"reveal . � �
wood tnm,typ � •� p
2020 csmt 2x8 head,2x6 sides,2x6 sill � Z3
- -- 2650 csmt 5 50 picture 2 50 csmt �2 hdr Q 117'-0" �� /� � � � ^
hdr Q 119'-0" hdr C� 119'-0" hdr @ 19'-�" 3 Q p �
10"head trim 10"head tnm � � �
_ _ T.O Master Level Subfloor Ei. 111-0' � � U �
T.O.Bedroom 5/6 Subfloor EI 110'-0" N '� � M
— — — — — — — — � O
copper roof � � W ^
/ \ � � 10"head trim �_ O � �`
� \ 5060 pictur,e \ � � V '— dS
/ 2-2620 fixed tmsms, / � � N
3-2620 fixed transoms, � hdr @ l Og'-0' S060 icture, � 262 fixed transom -« O
3020 fixed ransom, 2660 r�smt p � 2640 csmt � �, � p
3060 csmt, 7660 picture, &2-2620 fixed. 2660 csmt, hdr C�? 108'-6" C O�
&3-2620 fixed. hdr C�109'-0' header at 111'-0" &2620 fixed O � �"?
cn
&3020 fixed. � header at 111'-0" ea h�side / header at 111'-0" stucco siding V ap
header at 111'-0" / / eac side \� ''— N
each side � / � / 2046 csmt metal cap,iron balusters, � N �
� / hdr @ 107'-0" � � �
wood top&bottom rad � L.
I I I � � I 10x10 timber � } Q �
I I I II I I IIII� I II ' I III newel posts N Q �
� ❑ ❑ ❑ � �
1 - - T O Foyer/Kitchen Level Subfloor EI 100'-6" '�"— � ()
_ _ _ _ _ _ _ _ _ _ _ T rea oom Leve u oor E. } � �
� � � T O Gara e Slab EI 99'-4"
— � � � — — — — — — O �
�
I b"stone ledge
` ._, U
/ / � stone veneer �
L � �
4x10 timber header
\
� \
/ l Ox10 timber columns
� 40 csmt � w/8x8 knee braces
� dr Ca?9 '-0" stone column bases
� -26 0 csmts
� hdr @ 97'-0" proposed grade
�
T O.Lower Level Slab EI 89'-0"
� � � � � � �
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, , ( old proposed grade R E A R E L E V A T I O N z
— — � — � - - - - - - - - - - - - - - - - - - - - - - - lineof � �
— — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - I - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - — foundationbeiow A32 SCALE:Ya"= 1'-0" � �
Note: Spiral stair rading w
to match deck railing. existing grade � 1
`�/ F-+
� �
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s nthetic slate roof � � �'
- ,2 Q a �, o
�2 —15 2X6 fascia W A
12 �5 a a �
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a �
6X8 ex osed rafter tails � � � n
/ 2646 csmt \ sd ng,�0"�rev�eal a � '�
� � M �,
� hdr C�? 119'-0" � � � �
Icopper roof cn U
\ 2646 csmt / O � �
\ hdr Q 119'-0" / 1016 kitchen roof revised custom bracket O ,..�
10/6 rear skirt roof detail revised
� �
date: 10 6 OS 10/6 front skirt roof detad revised O �- 1
kitchen roof revised 12 N v �`'
3
�
- .
T O.Master Level Subfloor EI 111'-0" A �
— — — — — — — — _ ___ _ -- � �
_ _ _ _ _ _ _ _ _ T O.Bedroom 5/6 Subfloor EI. 110'-0" _ __�, � ,.�
date: 10 6 08 � � � LI �/ �
window revised stucco sidmg m
o D
/ � W
metal cap,iron balusters, /� �� / \
v� u.i ��N 13 2009
wood top&bottom rad 2-2040 csmts
hdr @ 108'-6" 2-2640 csmts > V
1Ox10 timber hdr Q 108'-6" W W
newel posts \ / �� /� � � � v � .
' stone veneer
old proposed grade O O O � O
proposed grade NO NO NO � OO
� N
T O.Foyer/Kitchen Level Subfloor EI 100'-6" W Rf N N � �. N
_ _ _ _ _ _ _ _ _ _ rea Room eve u oor E 0-0' � H � �— CV cM � �
_ _ _ _ _ T.O Gara e Slab EI 99'-4" 0 Z
— — — � I N � ap "' w Q �
i 4x10 timber header � ~ � � W � � Z
v N J � � m Q
/ � 3-2650 csmts— � � ( l Ox10 timber columns N
/ \ hdr C�J 97'-0" w/8x8 knee braces y � � � Q W � �
� ( � s t o n e c o l u m n b a s e s 3 = y N � � � � �
2-2626 fixed
— �� - - — W � Z �" y U Q Q °- Z
hdr Q 97'-0" � � = O Q � Z Z
_ \ /I � � W N � � � �
I � I existin grade � Q V ` U
_ � � � line of
— I � � foundation below
� � � � � � � �
� I I T O Lower Level Siab EI 89'-0"
— — — —��-- — —
date• 10608 � — L - - �
( window revised �
, , 2 LEFT ELEVATION •
- �-- - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - As.2 SCALE:Y4�= ��-o�� ELEVATIONS
NOTE: USE TEMPERED GLASS WHERE REQUIRED.
�
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12
�2 5 �
copper roof —1 5 s nthetic slate roof s nthetic slate roof
' custom cedar bracket custom cedar bracket
2X6 fascia 2X6 fascia
2X10 sub-fascia 2X10 sub-fascia �
� // \� // \\ 6X8 ex osed rafter tads Q M
/ \ � - 6X8 ex osed rafter tads
/ \ ," "
i �2630 csmt 2-2650 csmts - 650 csmts stucco fim � C �
2-2650 csmts dr @ 117-6
hdr� 117'-0" � tidr Q 117'-0' board on board h r Q 117'-b"
sidmg, 10"reveal \ / � � stucco siding � �� �
\ / \ / ^1
� � curved decorative W � � �
\ /
metat rail
T O Master Level Subfloor EI i l l'-0" _ �✓ o
� _ _ T O Master Level Subfloor EI. I 11'-0" � '� U M
T.O Bedroom 5/6 Subfloor EI 110'-0" �, _ T.O Bedroom 5/6 Subfloor EI. 110'-0" � C N
— N �,,)
2x12 belly band curved decorative
� � W O
metalrad �_ O �`
8x12 brackets
U ^ �
, � � N �
,� � 4x8 timber header / \ 4x10 timber header � N � �
w / \ � / \ Q stone veneer C . O�
date 10 27 2008 � � � � 2646 csmt 2646 csmt �
stone veneer 3-2 46 csmt
w han ed T " hdr @ 107'-4" dr @ 107'-4" r@ 07'-4" � M
w i n d o c , 3"stone sill � O ,.,_ N
g stucco sidmg C�?stone veneer � N �'?
2-2650 csmts \ / � � � � 3"stone sdl � �
N N O
� hdr C�J 107'-6" � � " � � \ /
stone veneer . .� N �
� 6"stone ledge � � � Q
,�. .
�- Q
£ �� � � Y'"' T O.Foyer/Kitchen Level Subfloor EI. 100'-6" _ _ _ T O Foyer/Kitchen Level Subfloor EI 100'-6" �j a
— — — rea oom eve u oor - — _ . rea oom eve u oor . "E'-' � (�
— — T O.Garaqe Slab EI 99'-4" � _ T O Gara e Slab EI 99'-4" -F— �
2-2646 csmts � �"
hdr @ 96'-6"
� � electnc meter O ^
I I � proposed grade , `
� l•J
/ \ I gas meter
�
// \\ / \ I I � line of
3-2656 csmt
hdr Q 96'-6" � � proposed grade � � foundation below
\ / I � � existmg grade
\ /
� � � � line of � I
� � _ _ _ I � foundation below � �
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� � existmg grade � � ,� � � �"'
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� � � old proposed grade � ,� � �� �
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A3 3 SCALE.Ya"= 1'-0" � �
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2X10 sub-fascia a a �
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6X8 ex osed rafter tads �'''�
O � �
board on board �
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sidmg, 10"reveal , �
curved decorative �
metalrad M
�
H
T O Bedroom 5/6 Subfloor EI. 110'-0" Q
— — �
• 2x12 belly band
� 4x8 timber header
� 2646 csmt
hdr C� 107'-4" stucco siding
/
� 6"stone ledge
�
A O
� . O O O O O
f T O Great Room Level Subfloor EI 100'-0" �, Q W N N N � � N
— O y � r N M � �
— — T O.G a r a q e S l a b EI 99'-4" �
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5 22 2008
BUILDING
1 . TRUSS OPTION SHOWN 4 B U I L D I N G S E C T I O N V SECTIONS
3 BUILDING SE � TION 7
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-� �� -- - - - - - L- - - � i i FLOOR AREA CALCS: � a a �
�� � � ,�,— '� � F L O O R A R E A C A L C S: revise d 1 2. 1 8.0 8 � x � °
' � a
� " _%'.�.` i` ` f' i �'' I IO
�--i;�� ,✓ � � � z � U
� � � LOWER LEVEL FINISHED 2,240 S.F. 2,573 S.F. � � � �
i i i ,- �- - - - -� - - -- -, - - - � � � ►�
i / ;�� i� i , � ,-;_�_ i MAIN LEVEL FINISHED 2, 104 S.F. 2, 104 S.F. � � �
�� - + - %'' ��� � , `, � ,' � i i �
i i UPPER LEVEL FINiSHED 2,050 S.F. 2,050 S.F. � � x �
� ` � � �f � ` � � �� � �� � COVERED PORCH � v
i y.� ' ,. f� � � 12 S.F. 0 S.F. O � o
�- - - -� �„� f GARAGE 643 S.F. 643 S.F.
� , � � � ; O �
� ►
� _
i � ; 1�,; , � MECHANICAL ROOM 521 S.F. 190 S.F. � �
i � � � f � J i � GREAT ROOM VAULT OVER 16' 305 S.F. �'
� � I
� - - - - - - - - - - -I � � � � � � O
�� TOTAL 7,570 S.F. 7,865 S.F. � � � �� C�
� �\ - - - - - - - - -�-� / ; , - - - - - - - - - - �� �' � I
i I I �
I
� � ���,�,r,f �, �,��. f� ��, � f ,/ ` ' � ,� �/ � —i— � JAiV
l � ,� f f f�'� f ���/� , - �f f�j,�,� � �- - - - -� 13 2009
/ . . .� ,��;� , ,�.� �. MI N
� �,�'���.'�.�. � � � US GARAGE
, ��,;'�,z. .;._./.�',...�f.� ��, , ,f���//� ,✓ CREDIT 600 S.F. 600 S.F.
/ j'�'� ,=�•�r�� j / /f�/fl;�l� ;. ► i
� � � �'�� ��i� � � � �" ����,�;;;,,�;.;,,�,�:,:- �J i To�rv�, c�� �����
� s��,.,,
� � ; ' � �;� �� / //`� l , , f��'�� ; i
� � - ���;f, , ,..��� ��%/�� � i TOTAL SQUARE FOOTAGE 6,970 S.F. 7,265 S.F.
/� / � / .. � . , ✓ �;.,�,�,.�
` \ l Y , �/� :� y . f� �.
1\ . / � 1� 'J � � J Z J��� / I
` '� l l ,r ,i �/��� � "</' /l" / - - . �
, � . i�/� :��,�
� � � � � �����,�: .� � � � � � � �
i � � � � ��f' ���' < < �i �- - - - - - -� MINUS BASEMENT DEDUCTI N ° ° ° o °
, I , � � ���� , �� O MINUS BASEMENT DEDUCTlON .. N � N � �
t �� � ' � I � � ���% I �J
�-- . ,� �. � �� 50� � � � � o � N
� , � _ , , „ % 50 0
•� �� "l� '`t � r ,��, � � � . I / � � N N . � N
� ��" �"``��� f,%� ��`,�� � - - - - - - - �i �' '� � BASEMENT S.F. = 2240 BASEMENT S.F. = 2573 N ^ CV M �
� ��, �/��,.,, I � - _ - _ - _ _ _ _ _ �I
r �� // /��% �� — — � 3 �
MECH S.F. - 521 MECH S.F. - 190 � � W Q N
� � ,� ,���,f ������ r� _ _ _
W > � o z
� � � ;� ,��� � , TOTAL - 2761 S.F. TOTAL = 2763 S.F. � � W � _ o
/ � �,�`f� _ W —' � m °�° �
/' �✓�� � � . /
��� ���� X .J� = — ap Q z � �-
� � l �,r C
1 ,381 S.F. X .5 1 ,382 S.F. _ �
� '' ��✓� s/ �/ W C n � � � �
- � ` � � // � V � Z Q Z � Z
� ' � f � `` � CREDITED T � o `� � " `� �
. � � , f{� � � OTAL 5,589 S.F. 5,884 S.F.
// l / I
.� / � - � ,
`� -� � ��- � ,� � / � GRFA ALLOWABLE 6,058 S.F. 6,058 S.F.
` � ' � - , � � ,� - � ,� i ��
.`� L i ,,/ �
- _ � � � � •
� , I /
` � '� � T.O.V. GRFA
CALCULATIONS
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�.-- -- - �"� JAN 13 �009
- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- ---_.-
_-
,
TOWN OF VAIL
, SITE COVERAGE CALCULATION o 0 o a o
A9.3 SCALE: 1/8"= 1'-0" N � N o �
NORTH � � N N � � N
Q � � N M � �
N
Revised � � W Q N
12. 18.08 oc � � � mo
m a z � � �j
SITE AREA 13,865 S.F. 13,865 S.F. "� � W � � W �
- m SITE COVERAGE 2,765 S.F. 2,751 S.F. > V = z Z Z � o
20� 20� � o `� � `� � "
ALLOWABLE SITE COVERAGE 2,773 S.F. 2,773 S.F.
.
SITE AREA
CALCULATIONS
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` ELECTRICAL LEGEND: a
� ` � �
� — —
� � �' �
o _ ,
� RECESS CAN DOWNLIGHT � � �
� VENT/FAN O r,y U
�' O
G a r a g e � � RECESS WALLWASHER �
� � sw►TCH O a
i �
/� � WP LITHONIAN L3 WATER PROOF �
SHOWER LIGHT THREE WAY SWITCH � 1
� cFr `� �
i -��. CHANDELIER ELECTRICAL NOTES: ~
� �d SWITCH WITH DIMMER
E�
� � SURFACE MOUNT(OR HANGING) � THREE WAY SWITCH � r
r d �N/pIMMER 1 ELECTRICIAN TO MEEf WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE �"�
� �{ WALL MOUNT SELECTIONS,LOCATIONS,AND MOUNTING HEIGHTS
� � TYPICAL OUTLET 2 SOUND SYSTEM SPEAKER LOCATIONS,INTERCOM,AND ALARM SYSTEM LOCATIONS
WALL MOUNT SCONCE TO BE DETERMINED BY OWNERS WITH SYSTEM CONSUITANT SUBCONTRACTORS
� (AFF VERIFY IN FIELD, � GROUND FAULT INTERCEPT
� � UNLESS NOTED OTHERWISE) 3 SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM,IN THE
1 � t Q MONO POINT ACCENT LIGHTS � WEATHER-PROOF OUTLET CORRIDOR LEADING TO THE SLEEPING ROOMS,AND ON EVERY LEVEL OF THE
� � GFI HOME SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE
� � � SWITCHED OUTLET SHOULD SOUN AN ALARM AOUDIBLE N�ALL SLEEPANG ROOMSO SE�CTION 3�j�9CTOBC
O SURFACE BULB
� I I 4 HA8ITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLET
� � �� FLUORESCENT TUBE OR UNDER CABINET � 220 VOLT OUTLET
GREATER THAN TWO FEET IN LENGTH,NO MORE THAN 6 FEET FROM EACH WALLS Q O O � �
I DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE A L O N G A N Y W A L L � � p O ?
��' � � �O 2 TUBE FLUORESCENT WITH DIFFUSER � GA R A G E D O O R R E C E P T A C L E O R F I X E D C O U N T E R I S M O R E T H A N 6 F E E T,M E A S U R E D H O R I Z O N T A L L Y,F R O M AN ~ N N N N
`` W c'`"'0 N N � `'�' N
� OUTLET HALLWAYS M O R E T H A N 1 0 F E E T I N L E N G T H S HOULD BE PROVIDED WITH ,_ N
`� � J / � � FLOOR OUTLET AT LEAST ONE RECEPTACLE OUT L E T T H E R E S H O U L D B E A R E C E P TACLE OUTLET � � �t
--����'-- Q 4 T U B E F L U O R E S C E NT WITH DIFFUSER PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS NEC ARTICLE 210-52 ^ N M v�
� //� � DATAOUTLET z
5 THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH
� O HALOGEN N TELEPHONE OUTLET CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN O Q w W Q �
� / 24 INCHES FROM A RECEP T A C L E O U T L E T A S R E Q U I R E D B Y N E C A R T I C L E 210-52 Q W � � Z
`\��� � � LOW VOLTAGE, (STRIP @ KITCHEN, �
TELEPHONE FLOOR OUTLET CONVDENIEN�CE OULETS PER EC ARTOICLE 210 5 D BE PROVIDED WITH = N � � m m �
� �`J PUCS @ BOOKSHELVES) � , � Z �
6 R E C E P T A C L E S W I T H I N 6 F E ET OF WET BAR SINKS,AT COUNTER TOP IN THE ~ � F-�- � W � � ,
_ r v� TELEVISION OUTLET KITCHEN,IN BATHROOMS,IN THE GARAGE,AND OUTSIDE SHOULD HAVE y N W cL ti! �! �
u CEILING FAN GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC Z �' U Q Q � Z
ARTICLES 210-8,680-41 AND 680-70 GFCI PROTECTION IS ALSO REQUIRED �
�� CEILING SPEAKER FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL-TYPE TUBS O c � O � � �
V ! U U
7 IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND,
F� FAN/LIGHT COMBO SEC SECURITY PAD IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO
❑ PLACING CONCRETE
�B JUNCTION BOX �
so SMOKE DETECTOR 8 AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL
SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT THE CONTROL ^ � /� I
cB CLOCK 80X SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- N
PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR 1 ���� ��� L E V E L E L E C T R i C A L P L
, -�---�-�--g STRIP LIGHTING THE EQUIPMENT ARTICLES 210-63 AND 210-70C,NEC AND SECTION 319 6 E� 2 A N
AND 320 1 5,UMC
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� B e d r o o m 5 � / CHANDELIER ELECTRICAL NOTES:
� �d SWITCH WITH DIMMER
/ \ / �w-1� �,s,�. / ��
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\ � / / � � � � � � � SURFACE MOUNT(OR HANGING) �d THREE WAY SWITCH � ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE
� / � W/DIMMER SELECTIONS,LOCATIONS,AND MOUNTING HEIGHTS
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/ � \ / � WALL MOUNT � TYPICAL OUTLET 2 SOUND SYSTEM SPEAKER LOCATIONS,INTERCOM,AND ALARM SYSTEM LOCATIONS
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� TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS
WALL MOUNT SCONCE
/f� � o� � (AFF VERIFY IN FIELD, '� GROUND FAULT INTERCEPT
/ � � ' y B e d r o o m 6 I UNLESS NOTED OTHERWISE) 3 SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM,IN THE
/ \ \ / CORRIDOR LEADING TO THE SLEEPING ROOMS,AND ON EVERY LEVEL OF THE
� WEATHER-PROOF OUTLET HOME SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE
/ / \ � / ❑ MONO POINT ACCENT LIGHTS wcFi BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR O O O � O
SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS SECTION 310 9 l,UBC O O O � O
/ � / \ � / �O SURFACE BULB � SWITCHED OUTLET � � N N N � N
\ � �` 4 HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLEfS ON WALLS W � N N � � N
/ � / � � ` / � FLUORESCENT TUBE OR UNDER CABINET � 220 VOLT OUTLET G R E A T E R T H A N T W O F E E T I N L E N G T H,N O M O R E T H A N 6 F E E f F R O M E A C H H 'a ,_ N �.rj d' �
DOORWAY OR OPENIN G AND L O CA T E D S U C H T H A T N O S P A C E A L O N G A N Y W A L L
\ � / / � 2 TUBE FLUORESCENT WITH DIFFUSER @ GARAGE DOOR RECEPTACLE O R F I X E D C O U N T E R I S M O R E T H A N 6 F E E T,M E A S U R E D H O R I Z O N T A L L Y,F R O M A N Z
� `/ / / \ � O OUTLET HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH O � W 3 J W
/ AT LEAST ONE RECEPTACLE OUTLET THERE SHOULD BE A RECEPTACLE OUTLET •� w Q v�
/ O FLOOR OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS NEC ARTICLE 210-52 ~ O w 1 � � Z
� � \ 0 4 TUBE FLUORESCENT WITH DIFFUSER �J � u-' � O
DATA OUTLET N ,� � m
� � / DI 5 THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH = Q Z ? � �
� ` � \ / CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN � U
O HALOGEN � TELEPHONE OUTLEf 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210-52. �.�.. N � J w � �
� / / ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH � � w �- � W �
` `� ` � / L O W V O L T A G E, (S T R I P Q K I T C H E N, C O N V E N I E N C E O U L E T S P E R N E C A R T I C L E 2 1 0-5 2 � —� � `�
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\ / PUCS Q BOOKSHELVES� O Q � Z Z Z Q
6 RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS,AT COUNTER TOP IN THE � � � (� � � U
_ � —� � T v� TELEVISION OUTLEf KITCHEN,IN BATHROOMS,IN THE GARAGE,AND OUTSIDE SHOULD HAVE
_ � / / GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC
_ ` CEILING FAN ARTICLES 210-8,680-41 AND 680-70 GFCI PROTECTION IS ALSO REQUIRED
_ � � /�' •� � CEILING SPEAKER FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL-TYPETUBS
�� 7 IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, �
� SEC SECURITY PAD IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO
FAN/LIGHT COMBO PLACING CONCRETE
�s JUNCTION BOX S� SMOKE DETECTOR 8 AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL U P P E R L E V E L E L E C T R I C A L P L A N
SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT THE CONTROL � �
SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- E1.3 SCALE 1'= 1/4"
� cs CLOCK BOX PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR
THE EQUIPMENT ARTICLES 210-63 AND 210-70C,NEC AND SECTION 319 6 UPPER LEVEL
^o STRIP LIGHTING AND 320 1 5,UMC
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F'O l� B U I L�D I l�i C P�F�1VI I T
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S 89'23'43" E 150.00'
_ 5' UTILITY AND DRAINAGE EASEMENT
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d' 1�0 .s, ,��• o � I j NOT'ES:
�
�' o
� � j� � I � � 1)Survey Date:January 26,2009.
o .�, �
�'�, � I � 2)Location of Improvements,Lot lines,and Easements are based upon the Final Plat of _
�� , 35•2' � Vail Valley First Filing as filed for record May 12,1970 at Reception No.113192 in the �`
`���y a�j P�°`� o ;'� Office of the Clerk and Recorder,County of Eagle,State of Colorado,and Survey
�o o. �c.J�o �� I � Monuments found at the time of this survey as shown hereon
`�-' y , O ���• O
.o, o ,�, G���
�o"j" � � �2• �0 3 STORY (n 3)Bearings shown hereon are based on an assumed basis of bearings.
WOOD FRAMED I
o, DWELLING 4.)Elevation Datum: 8274.2'for the Sewer Manhole Rim,as shown hereon,in the right
1�,� '�o, (UNDER CONST4RUCTION) 'R. I of way for Spring Hill Lane. -
W I 4)Street Address: 1537 Spring Hill Lane. (Posted)
�o RIDGE ELEVATION � I
I� �' 8299.40 �
�' 'O
(D � � `
� ���. �o.
O S y I
� � 'A• �. \
z LOT � � 6� �
CONCRETE 9S• •��6
C�.� 'I 8 ACR�S STAIRS
� ��7 CERTTFICATION
I hereby certify that this Improvement Location Certificate for Building Permit was
� prepared for Scott S.Turnipseed AIA,that this is NOT a Land Survey Plat,Improvement
N Survey Plat,or statutory Improvement Location Certificate and that it is not to be relied
upon for the establishment of fence,building,or other future improvement lines.The
FOUND SURVEY MONUMENT R—61 .� � purpose of this certificate is to depict construction improvements relative to property
— lines.
� 1.5° ALUMINUM CAP ON
� #5 REBAR LS 26598 L=73.94 L
To n=42.26 I further certify that on this date,January 26,2009,the improvements depicted are
� �=6 9'19�29�� entirely within the boundaries of the parcel,except as shown.
N 89�2.3'43�� W 92.83� FOUND SURVEY MONUMENT . r »
1.5" ALUMINUM CAP ON C�"�=N 55 56 10 E
#5 REBAR ILLEGIBLE 69.5�
�P��'R EG�STF
�O ,•��pCOB qq'• ��,
SPRING HILL LAltii� �,0°�'�8.p�c:°
-�:r s� m.o
�O" PUBLIC RIC H?' �OF' M V�AY o��- :�
BENCHMARK: 8274.2 �ss� NA��LA ��� � C� C� � �I C�
SANITARY SEWER � D
MANHOLE RIM
Theodore J.Archibeque PLS 37902 �ES 0 5 Zo09
Colorado Professional Land Surveyor
TOWf� CJF \�,�IL
' REVISION: CAP ADDED ADDITION RIDGE ELE VS
02-03-09
10 0 5 10 20 40
IMPROVEMENT LOCATION GERTIFICATE
Archibeque Land Consulting� Ltd j�����y �t`' ��-���- FOR BUILDING PERMIT
�.����� ���'����t LOT '� 3 BLOCK �
1 INCH = 10 FEET � Professional Land Surveying & Mapping N ����� ������"��- '
105 Capitol Street, Suite 5 - P.O. Box 3893 .� J
�IAIL YALLEY F'IRST F'ILII�iC
k�?;�..n,�:,�.– _��/�� ,..� COUNTY OF EAGLE, STATE OF COLORADO
NOTICE: According to Colorado law you must commence ony legal Eagle, Colorado 81631 � DRAWN BY� CAP �OB NUMBER� 08010 DRAWING NAME•
action bosed upon ony defect in this survey within three years after you 970.328.6020 OfflCe 970.328.6021 FaX � � `�`��"`�� y �" °�"` 08010ILCBP.DWG
first discovered such defect. In no event, may any action based upon
any defect in this survey be commenced more than ten years from the 1 �fo
date of certification shown hereon. SHEEf 1 OF 1 DATE: O�^LO-�� CHECKED BY: TJA