HomeMy WebLinkAboutMATTERHORN VILLAGE LOT 11.pdf , , r` , � Csenera I Notee
/ � \ `i ., . L Ex��lirvj skn tnforn:etion le besed upon a topo9repYrtc eurvs� ":epareG by Eegle velley
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/ ,`i . _�� 7. 1YS Lw�euvct�rn umie iNr t� tta onvect umR una Do roe diswro ery s<isang vaes or
/ \Z'�_:,� veyetetlon dssiy�atsd to rwnel� a tocated outslds or Ua con�vuct�en Irmlt Il+a wi4wl .
/ \ ��� �I u epprova I of tM Quna u�d Toun ot ve�L � 5 H E P H E R D R E 5 O U R C E 5 I N C / A I A ,
/ a. coMrecwr co vstty a.�•ttrg s�ts intormeuon, inciudirg ewctwas, ueiittiw, pro�aerty IMee. lrmite
\ \ �� p�{ o� roedweys, end curbs end gutt�r�, ehec may e(Fect tb �cope o� uw� p.ior to bw�iming p Q $ T O f F I C E B O X I 6 2 4
� (� f`�, elts cantvuct�wi.
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�� [ !,C a. Ewewg umrum era mdo-aud rw invameaca only and noo mtmdul to eww emct �acauon. A V O N C O L O R A D O 8 1 6 2 0
\ \ �-�= .'� Ths 4ehkeet Ie not rery�on�ibls fa 1}t loeetlon of u�dsgrowG ue�ll<lee c ntr�ct�sm
� � iWrthr or rot Naun d dete�IW ee�tl �rotelled by ery oVS eanVett. TM GenVaewr eheil
����- � ioeasa au ueutu« ene mairtem tln ioeauon drug eu pnew or ero won� ea�veeta snar. T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 ��
\ .'� Z '�, be re�prnerole fa anj demge m uubtim w swcv+e� ard ery V�vle� tbefrom.
� O� � 1� \ IPUtoratlon cf ery NllRis Wneged by tM CorrVectw Nbll be et the Curcfectore �perre
�� /-- � �owenoranirnormso.�.,s. WWW . SRIARCHITECT . COM
� \ I\ � �; / '::_i?. � \ 1 D. Convom co up� Ee9in veilsy ubv antl 9aniuttan Dt�vict �pecif�utioro fa watar and eauer
,+fJ�f � Qpprc ,t. HiC�h ��_!-i I I ++ 1 cwrwctlon Me�rrteln Im fes� mIN� wparatlon betm� wets and eeunr wdsgrovW
I ��vlce ptpee. YNIMAIn �19ht f�et minlmun cover ov? �nqargrovW uMV Kvlce. � us
� R,J C � Q� � �B � Q � �"�BZd�L� �Ebf15 ��-�i, � � � � �Niw eMll lave minlmum cov> of 9'-6". R'evlCS �GWmr el�lYGUt with IoCAUOIi to be
/ � ,'�C',_��� �_ \ raviewstl by J» ArWtac2 Eanitery esus pipe to be 4" PVC BDR 35 � 3A mh elofae.
"o, S'� 4(�-0�; , ` �i �, Flow Llne ,...� � \ �� ba�scw�a tm wiee� a�� �,ara.ceps, r.avamwrts ana iwus. '
\ � �1 � � �)� �/`� � BouldQ Well� fl'olmct b. Propoeod utniuee eroun a.a d�agrame<�c, ar�d iacevtoru en approzmw�s. Gerrel Canveccor �_ =7 ��� I
Exlel. Aep an � i tp vm�r ell utll�e �rvlu IoeGtiorr ard ovide 0ew M�wv ssd uttlit smrv�u
to ramain d `J Y Pr �^9 �"9 P� y �.- _ _
\ cY� Q��c� � } !t�) !o rem In J�'JZ' -i wmectione erid rautl� for U�a brhltocU rwlau prlw to coretructlon J � � 'i
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y�� t.�0(��� Q / ti � � - _ � _� �. poedo-�eu °"g ou,. eon.v.�eeion m .oad �ieyrc-or-Wey ehe�i eonrcm W�m roun oF ven �' ,� ��
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1 ;-`r � �� l,�' � O � -/ y � �; �1`- ��� ` ! � � O� I � 9. FYav�de urkt� rot�IicaUOn W eli diwepallc�m belwes� a�Ky�g end P�po�ed i ��
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U � ,; \ ' .�JIIOIY .�.Or8g6 � ��-hA-; I I / .-, r J � �t lm \ � � 1 19. All Nte rela�nleg ubli� mlll heWW bedc of well dalrr as rsqun�C eM epproved 'oy tta � -
;V � (Mirl 30R. ered � ;�3'�;! O�? \ � � � r =� ' i�� � � �p�g� i . � J / son s E.�gi�. G � , C
I���, � � '- �- � � Of ChIVOU7dy) r. � 3 r \ //� \ `�j �'J ` " . . �� � II. ewrtreecor<e) Mnll teke ail n�es�wry seqa� as required to proptly proteet and meim.e�n p �;
aq � p o�3' L � 1 -^'��. Drivewey - I,�SdSF / _�o� o�"'' � � ���' o � ' � � � n�s wo�+� ra u,s ayeeia� or va. �ve�e � �
/ ( ' + 1 � �' .- 9torege - 535 SF y� �a � i<- . '� � � . � Z t
��p\ � y_. � �� p G � �/ e�1�0 �1 O n I. 1 i ,__ ' r � �I�O�1 O� - �' � �\ ��u �y -Ll nl__ . � eq� � . ' ,� 12. 'IMSe drewuge do rot ryosevy brety meteriels, equipmo-n, mserode. a sequaiang, m (- If�
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�n _[� "�/ ('� , .C.- �s� � �� ' � - �� � 0, protmt p�eons end proparty. It sFbll be the conveCaY eole re�ponNbtlity to dirxt
��u � \S- ` ��J'" o & \ �,��. / \ ,'CT ��.p i"-� �/'"�-`� . „� � Q_l.�P _ __� � + � h+�/ g �°' ; . i ° '' � i ^ � �. �mpiemvne serety op�et�ar eaJ procedwee to proeect tla owner, otMr centrattors, � ,
� �l i- ��^ \ �1 O� f ( /��� /T� � �G�� i -� ( . 1 j- � i-- � f \ � -� f��r FS � ' ' R�t _\\ p� f}v pYbIIC, dnd ONb'1.
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•,• � � l� . � `f � ' � = � ( ( • •�-� � i � �G \(� `'� j 1 \ // i -� 1 � * � ��-- nw� � � ♦ � i 5now � � � \ �o � � la. Al�work eha�compiy�th ei�appllub e codee and ordinerrr. �
\ � =� ��' �II i `i^' \ .- � ��� �' 1 � +� � � �� � � � �' � � � / � i ���<O� �_ -" / / raga � . . , 'i
�( � � �' , / 5. GonfrettorlsJ NYII I e Ilc�s�d a to aeteblleh ell werk Iln�s.
?f1IPf =i� .�Jry�f'`� \ y � \ � � � \/ �y�,�1 '` ' � " °�' � � � / i � S �__ + aiP aJ ^�rvei
\�'� \\ �lG�:�� �'��` � ��I'�. 1 � � '/� / � -� / � � Pa� ��'3�' rµ,r / / � / / � �- � " � - ' ' � + ( 00) \ � % � 16. Canlrectorlel eYail suks art all er�a�. Includirvj wel�s psvem�rAS, wlll�, Ixol� end Cmus e�d
� � � l � � ' 2��� `\ - /� � � � '�5 � � � shell obtain W eppovel of ths erchrtett pricr to poceadNg wi�h uv worlc
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\ � � O � � ' / ? '.�.J / i 835 i i ° � °� r1. rete eu d!ma+eiarro �am �eu of wb, wall w tr,�ild� mlme clywiu rotsd.
\�� �t�.� \ a�� � :i'I (.. Enlei. Evaqrssne � � _ . � � ` � � ' (� / � x � ' rlater � `90 y "9 "
\ t. �de _ i f, to �emdin .�� @R: � � A . �� � BW x V - � ta. All dimmiorro callad mn e� 'pwP aro eqWdiewrrc neewransru w Geiyroted vrtslrnds).
��� �� ��^ "�, o`'� .' _ � �` � �f ���.. $I � � � � n�v . 5� ; � m 13 teks eii dinensiorr perp�ndia.ur w enj refermce Ilro, mork Iln�. fau of bu�Idir�, feu of
V C=, .�,� i f � rl ` . � / . I . / /\� / . ° �� � s uuu or ca.nsuro. �.
\ �`L `L . ' /� � � I / � ` / � �g �� , - � ' ` lm. coinp.ua dimne�ons eFall telu prscsd�u ov� ecalse dlm�wioro. eM lary� ecala ovs
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\ �\ �`1 �r1, --� \ � /` \ / - � �`�� � � ������pEpEpE - 8 / � j{p�y �! ` � x ParWnE�S�e�e .� - -�� � ,� ` emall ecdls drawege. i
`. �•yG - ��\ +\. � y \\ 1r 1 � \ / 1 � � , W � c�,� � � Pev�erM.� \ � B� ��p F5 �� tip� � 3L dli ergles to be 90'. end eli Ilnp o� pevlrk� and fanclny to bs perallsl wlees roted othnu�ss i
`.n � � � + i% � I' 1 / �� / \ � + 4 � � � �� I � 31. Melrrtein hxtzo.rtel eliymnwn o/ adJeeane. alan�u ee nouy on drewlrg�.
\ \ � �} ��� + � / � � 1 � ^' � � {� 80$3 �J' � T - - � � \ 33_ Ref>�u to �r<Is b fa NII ��zad Wawinge aly Do not �ul� lrom plarr or dataib.
� \� '� , ~'�-�1'-\ � / / ` i � / � / � � � / `1� � � / \� '.' � �- . � _ 1 34. Note� end ebuns on �peeme trewugs wka prxedenu o�v genrei roees aed eypieei �en•.
����� _ � � � � � � , \� � 2B. Conrlieu a dieaepar�elr wkh greds� aholl be bro�ght ta tM auwit�cn o� Jr lrWtsct
\ > � � .�.OII� � . I � I �4� \ 9'a18' En�loe�d � � � Immmdiate er�tl lor to of�sdl Ith work
� � _ - PatFwa s � � Pa�wx��,e�- � � � � ar a �5 W
� � - y Y / � � y.�y e . ' ( � � -- 36. Ali Flntehstl aredee eheli prav�ds �a ratwei v+o�f of wetar wiwout bw spou or po�s1.�. 9se fbw
�`� � ' .. �� Q � � �� � xx � i ' - : / � I�n�e eeeuretsly and provids a minimum ]5x ar.d e mxim�m 33L gadi�+e viieee etnerwiee rotW.
� ` ��E � � '�`ie ° // Fs \ � ' � � / � DATE ISSUE
� �� � . . + 1'1. Gadueily ranO off tope and tus a! ell plarttsy elopr eo produu e smaoth arehrcsawal
�\ \ ...� - �.� / � .. / I B�7 \ \ � . . . BW � + � � veroiu«� bat,uean rsietiveiy isvsi ereee end eiopee, mia� µaun ou+wr��s m 9ratl�ng dxe�4. �.
�� / , �\ i �j . / j - T� � 9'x�9' Ext 'd� FS � �, �� �°�ti I � � 3B_ Gedm sVOUn ara flnlNi sde�. Bub radw neadad eo eateM nll or to .on lacemmt ere not 12-22-06 Final DRB Review '
\ / ' / � Perkin9 $r'.t` .. ' \ ' -� � 9� 9 p P
`� �"�. , 1, � I' .. / I �'��JP� _ �. � 1\ - j '-' Exisl. Ae�Jerro reflected. Fbld 1'Inl�Yrd yredn fp Plarrtir� and iewn eres� 3" b�low top o� edJecdM1
�F / \x / to r411 b1n ev�TlK, aM/O! C Y f�. ur1 1N� O G�wI4G n O L B� On t M tlrewl �.
�e� � � � = � � I .\ � � Es. 4FS ! . \ + +� \ �iyp� p "9 01 - IS-07 Pinal DHB Revisbns
C, \ � � � FS �� �9. Fravitla ur�aro�on JoiM �v�y 30 fx. mex e�d where r�u ronrsa4� dbtN �xleting corrrete i
�\"+c�_f - � - - - � -� > ` �, � , Bw � Z'-4' Tdll ' � ` �_ \ \ �� � pe�uga�dWan� mimsar+rWi.. �oseu5eee.�en.. _p _ �
G"!'ic�.eem,. _� - - - - - - - � �` � � � � FS�� Pie�ci�� °� Houldor WtAlle !�, ,` � . � oG , � � ---�' ♦ 30. Rov'decontrol �oinuesMnun � a�aWi,�. en�� �pe�.io� �omu. s.. d�n.. �
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C�s � NEV,4 DRIVE \ � ; ��- I ; � v ' ,� eimmss � �k � � -
� es Pe f ' �E BPJ89.10 �;� „ � boulder wdll Conetr. EJ eqaens�on �oi�n. ,�N exi.t. ma.+,o�e
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� �°U` � �. 0 � � � A FFE hnlM floor ebv.
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j �o� ` . ng� I I F 9tona e�N ` � . , p � � � \�.. y � ,_ \ FS flnieh ewfece alev. lpvmt) a/- plue or mvue dNnaielan
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r � i�'�' ta ba remo�! � � � dstail railoui
Extst. Tree Trana lant � o � +._ � ew e« � p ' �9 f �
p � . �� iraneplaMbd , " i )°�-� I ' � $ 1/ � 1 HP �'9Movn aiav. S TAI
f'rtor to eonetruetion lbefore 5N, I 1g � % 1 a�z reep� _ Paae� ; � - �(4� \ �_ _. �P iow pame eie�.
collect all Veee deaiqn ated to be I �g � I � l � � r-, �� ��� �'� Fs mo� � �=r � � �; nnx ,�exim� aims�.io�
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temporary plant matsrfal etorage * � � � % � a ;j F ' i i",�'' '- oc. o�, �n�
area and malMain For iLture � �� � i0 � � y � i � . . ' Pa lem� e.ee � °ig�' nO1°`�O" July 31 , 2007
veeeplarit. I�9 � � i -oo Bouldev LLklle .� � r.i- �T pa�� � prop. ga. n�e -
Total Treee for Trons�nt � �,Y, � , � lV�j 8975 �0�� � (typ) � _'�� . R�� wse�m�ad,oi. � si�.. es prop. sw� s� n�n �.
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to p rdmoved/ N7 t of well wlev. E o slectnc Ilne 5543 Hitierbush Wa LovelflIId, Colorado 80537
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DOUGLAS MILLER DECHAM qµCHITECT$
SHEPHERD RESOURCES INC / AIq
P O i T O F F I C E B O X I 6 2 q
AVON COLORADO 81620
April 13 , 2007 T970 949 3302 f970 9q9 5121
WWw � S � IAryCHITECT . COM ��
Chris Gunion
Community Development
Town of Vail
Vail, Co
ARRIGONI RESIDENCE
PROJECT #0534, BUILDING PERMIT #B07-0048
RESPONSE TO PLAN REVIEW COMMENTS
Dear Chris,
We received your plan review comments for the Arrigoni Residence and have these responses to your
comments. The changes are clouded on the drawings.
I For f re rated walls and ceilings at the garage, refer to the general notes I W4 and I C8 on sheet A0. I ��
2 A note has been added to Sh?et A2.0 indicating that the door from the garage to the dwelling is I 3/8"
solid wood.
3 Refer to I C I on sheet A0. I for the ceiling of CL 005 which is usable space under the stair.
4 The ceiling height of the lower level is I 0'-0 3/8" and the main level is 8'-2" from floor to ceiling,
fnished height; see also the legends on A2.0, A2. I , dimensions on I /A3 .0 and the Theo Wernli South
Elevation (this drawing is adually a section), attached.
5 Refer to Sheet A2.2 for upper level sloped ceiling height diagram and confrmation that we are meeting
requirements of R305. I ; minimum ceiling height at the sloped ceilings of the upper level is 5'- I ".
6 Refer to the attached detail for roof ventilation.
7 The shroud and chimney on the roof are purely decorative and were suggested by the DRB, the
firepiace is a dired-vent unit that vents out on the west elevation.
8
9 Refer to the letter from Monroe and Newell Structural Engineers. � S C�� �y'�'�
If you have any questions, feel free to call me at 949-3302.
Wt Be S 1
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A ris '�
F., ,�
Associate
Arrigoni Residence
Project #0527
Page I of I
04 / 16 / 2007 16 : 14 FAX f� 002
REScheck Software Version 4. 0 . 1
Compliance Certificate
Project Title: Arrigoni Residence
Report Date: o4/t6/o7
Data filenam8' 0�1Clienl Fi1e512005 Prqeds\OSZ7- Arrigoni Residonce 2\B Proj Adminl09 Code 8 Permit\PermilWrdgoni rescheck.rck
Energy Code: 2000 IECC
Location� Vail, Colorado
Cons(ruction Type: Single Family
Glazing Area Percentage: 19°/,
Heatlng Degrae Days: 9248
ConsVUCtion Site: OwnedAgent DesignedContractor:
1722 Geneva Dr Balz Arrigoni adam harrison
Vall, CO 81657 pob 31Z5 Shephertl Resources Inc.
Perznit # 807-0048 Vail, CO 81658 pob 1624
9704791800 avon, CO 81620
arrigonir[,ilvail.net 9709493302
adamh r�,ilsriarohitectcom
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Ceilin� 1 : Calhedral Celling (no atlicJ'. 1793 245 22 68
Wall 1 : Struclural Insulatad Paneis�. 4036 34.� 102
Window i : Metal Frame with Thermal Break:Double Pane with 773 0.300 232
Low-E:
Door 1 : Salid: 02 0.540 44
Basement Wall 1: Solid Conaete or Masonry: 1143 10.5 10.5 40
Wall helght: 10.0'
Depth below gratle: 9.0'
Insulation deplh: 10.0'
Compliance Statement The proposed building design descnbed here i con istent with Ihe 6ulitling plans, specifications, and other
calculations su6mitted with the pertnit applicatlon. The proposed buildi g ha been de igned to meet the 2000 IECC raquirements in
ftE1Scheck Version 4.0.1 and to comply wilh ihe mandatory reqWreme s list d in t EScheck Inspaction Checklist.
/`�� ��M/WWLioIJ� ��a��6h,i'f'r '�`—� � � ' � �o • ��T
Name - Titlo Signacure Date
Arrigonl Residence �� � T Page 1 0( 7
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April 12, 2007
Mr. Balz Arrigoni
P.O. Box 3125
Vail, CO 81658
Re: Arrigoni Residence Building Permit #B07-0048,
1722 Geneva Drive, Vail, Colorado (M&N #7271 )
Gentlemen,
Monroe and Newell Engineers, Inc. has received the Town of Vail Building Department
Plan Review comments, dated April 1Q 2007 Yor the above residence. T'he prefabricated
timber structure was designed by Theo Wernli Holzbau, located in Thalheim,
Switzerland.
We have the following response to the structural plan review comment #9:
The garage roof, which has a slope of 3 : 12, has been designed for
a snow load of 100 psf per the Town of Vail' s snow load requirements.
If you have any questions or comments, please call.
Very truly yours,
MONROE & NEWELL ENGINEERS, INC .
: � 1IST(�
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SYSTEM NOTES GENERAL NOTES PROJECT DIRECTORY �����5 MILLER DECHANT ARCHRECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
ARCHITECT LANOSCAPE ARCHITECT q V O N C O L O R A D O 8 I 6 2 0
DOUGLAS MILLER DeCHANT ARCHITECTS Dave Beadle Landsca Architect
INTERIOR WALL SY57EM5 LOGA710N IN7ERIOR cEILIN6 SYSTEMS LOGATION I . IT IS THE INTENT OF THESE DRAWINGS AND SPE�IFICATIONS TO ESTABUSH A STANDARD OP QUALITY. THE ARCHITECT Pe
Shepherd Resources, Inc / AIA 5543 Bitterbush Wa T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I ��
RESERVES THE RIGHT TO TAKE EXCEPTIONS TO APPROVED METHODS AND MATERIALS NOT REFLECTED HEREIN. Y
� W fA 5/8" TYPE 'X' GWB EAGH SIDE OF 2X4 OR 2X6 71'PIGAL INTERiOR WALLS UNO I Q 5/8" TYPE 'X' Gt� OR FIN WD ON f'LYVfD ON FLOOR TYPIGAL AT FLOOR PRAMIN6 AND 37347 US Highway 6, Suite 102 Loveland, CO 80537
WOOD STUDS WITH 3" 50UND A77ENUATION BATTS JOISTS OR SUSPETdDED FRP.MIN6 WITH R-I9 BATT DROPPED GEILING WITH FLOOR z. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTSMANLIKE MANNER TO THE SATISFACTION OF THE PO Box 1624 (Phone) 970.663.4170 `N W W . 5 R I A R C H I T E C T . C O M
BETWEEN ST11D5. PLUMBING WALLS TO USE 2X6 IN It�LSULATION BETV�EN JOISTS FRAMIN6 ABOVE e GLOOS OWNER. Avon, CO 81620 (Fax) 970.663.5229
LIEU 2X4 STUDS WHERE REQUIRED. REFER TO
PLANS FOR DIFFERENT LOGATIONS OF WALL (Phone) 970.9493302
�HIGKNES5E5 i cz FIN Wv r t G �EGKVN6 ON VAPOWMOISnJrzE 7YPIGAL A7 VAULrE� rtooF 3. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH (Fax) 970.949.5121
BARRIER. FIN WD T 6 G DEGKING SUPPORTED BY AREAS
STRUGnAZAL TIMBER ROOF JOISrS. RIGID SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE
i wic 5/B" T1'PE 'X' Gt^� WITH I/2" PLYWOOD ON WooD oR SND WALLS Ar MEGHANIGAL INSULATION ABOVE DEGKING. 5EE ALSO rziA FOR THE CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION OF THE PROJECT. STRUCTURAL ENGINEER SOILS ENGINEER
METAL STUDS WITH SOUND ATTENUATION BATTS ROOM i C3 5/H" 7YPE 'X' GYVB OR FIN WOOD ON PLYWD ON TYPIGAL AT ALL ROOF AREAS W/ Monroe & Newell Engneers, Inc. Keochlein Consulcing Engineers, Inc.
BETWEEN 5TJD5. (PROVIDE VAPOR 5U5PENDED FRAMING. VAPOR BARRIER/RETARDER, DROPPED GEILINGS 4. DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED PO Box 1597 12364 West Alameda Trail, Suite 133
BARRIER/RETARDER UNDER PLYWOOD AT INSIDE Gl^� AND RIGID INSULATION TO REMAIN ON I C2 OTHERWISE.
FAGE OF EXTERIOR WALL APPLIGATIONS) (MAIN ROOF J015T5) Avon, CO 81620 Lakewood, CO 80228
(Phone) 970.949.7768 (Phone) 303.989. 1223
� w1 5/8" TYPE 'X' GWB OVER VAPOR IYPIGAL INSIDE PAGE OF RLTERNATE: USE VAPOR BARRIER/RETARDER THAT 5 o DENOTES A DOOR. REPER TO PLANS FOR DOOR LOCATIONS AND SIZES. SIZES ARE NOTED AS 2670, WHICH (Fax) 970.949.4Q54 (Fax) 303.989.02Q4 ��
BARRIER/RETARDER ON 2X2 FURRING ON PLYWD EXTERIDR FRAMED WALLS �"�TS SMOKE AND FLAME SPREAD REQUIREMENTS ry IS A 2'-6"x7'-0" DOOR.
SFiEATHING ON 2JC8 WD 5ND5 WITH R-22 BATT IN PLAGE OF THE VAPOR BARRIER/RE7ARDER AND
IrLSULATION BET{^�EN SNDS GWB AT MAIN ROOF JOI5T5
i w7 5/8" 7YPE 'X' GWe OvER VAPO2 TYPIG,4L IN51DE FP.cE oF i ce 5/8" 7YPE 'X' GhB ON FLOOR Jo15T5 Win-i rt-I9 7rnIGAL nT GEILING IN GAw4GE 6. a REFER TO PLANS SEGTIONS AND ELEVATIONS FOR WINDOW LOGATIONS AND SIZES. SIZES ARE NOTED
BARRIER/RErARDER ON 2x45 OVER GoNGRETE FINISHED GONGRE7E WALLS UNO SATf INSULATION BETh1EEN JOISTS. ATTAGH AND AND MEGHANIGAL ROOM AS 4848 WHICH IS A 46"x48" WINDOW. WINDOWS ARE TO BE ALUMINUM CLAD WOOD WINDOWS.
WITH R-II BATf INSULATION BETN�EN STUDS OR FIRE TAPE Gl^� AS REQUIRED BY FG-SIOH. (I HOUR '�x�
2x25 OVER GONGRE7E WI7H I I/2" RIGID INSULA710N p�RE Rq7ED) 7. COORDINATE ELECTRICAL AND MECHANICAL WITH STRUCTURAL FRAMING.
BETWEEN SNDS. REFER TO PLANS FOR DIFFEREN7
LoGArIONS oF wnL.L rHiGKNE55. 8. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO
TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS,
i w4 5/H" TfPE 'X' Gl^� EAGH SIDE OF 2X6 WoOD S11/D5 TYPIG,4L GAw46E 51DE oF CABINETRY, COUNTER TOPS, STAIR HANDRAILS AND FALSE BEAMS. PRO� ECT I N FO RMATI O N
WITH R-19 BATT INSULATION AND VAPOR WALL BETt^�N HOUSE/GARAGE "
BRRRIER/RETAR�ER A7 WARM SIDE. ON GARAGE 9. CONFIRM DATUM INFORMATION WITH CIVIL PLANS.
SIDE OF WALL A7TAGH AND FIRE TAPE GWB AS
REGlUIRED BY WP-3510 10. ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED. PARCEL NUMBER: 210312312035
EX7ERIOR GEILIN6 5Y5TEM5 LOGATION LEGAL DESCRIPTION: LOT I IA, FILING I , MATTERHORN VILLAGE
i w6 5Ue5T17U7E I/2" DENS-SHIELV FoR 5/8" GN� ON Oh� F02 u5E AT ALL n1s/SHOh�R E Ci T d G DEGKING ON RAFiER 7AIL5, 5F1oULVER iYPIG?,� AT RAKES, EAVES s I I . IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOR PLANS TAKE PRECEDENCE. CLASS OF WORK: NEW
SIDE OF ANY I W I . I W2, OR I W3 WALL SYSTEM GOMBINATIONS AND ALL BEAMS, RI�6E 6EAM5, OR BARGE RAFTERS WHERE ROOFS GOVER TYPE OF CONSTRUCTION: TYPE V-N
- - — SHpy�gRS, EXTERIOR SPAGE 12. ALL ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING. THE SPRING LINE OF THE ARCH IS TYPE OF OCCUPANCY: R3 (SINGE FAMILI�
LOCATED AT 7'-0" AFF UNLESS NOTED OTHERWISE. LEVELS: 3 I /2 STORIES INCLUDING BASEMENT
' SUBSTITUTE I/2' PLYWOOD FOR 5/8" Gl^� WHERE WOOD PANELING EXI5T5 E C2 T t G SOFFIT (SGlUARE SHOULDER TO BE EXPOSED) TYPIGAL WHERE FINISH FLOOR HEIGHT: 32'-4 3/8"
ON 7HERMAL AND AIR INFIL7RA710N BAW2IER ON IS EXPOSm TO EXTERIOR 13. INSTALL PERFORATED PIPE PERIMETER DRAIN SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM AS REQUIRED. REFERENCE PARKING: 4 SPACES
FLOOR JOISrS WITH R-38 FOIL BAGKED BATT �oW SOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLlGF1T. ALL DOWNSPOUTS
IN5ULATION BErI^�N THE JOISTS FIRE SUPPRESSION SYSTEM: NO
ATTACHED TO DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE . DATE ISSUE
ADD 2' RIGID INSULATION BELOW MEGHANIGAL I -HR FLOOR/CEILING ASSEMBLY: N/A
DUGrS WHERE APPLIGABLE 14. TYPICAL OFfSEf OF INTERIOR DOORS IS 6", UNLESS AT END OF CORRIDOR (WHERE THEY ARE CENTERED),OR UNO. I -HR WALL ASSEMBLY: N/A 12-22-06 FINAL DRB REVIEW
E c3 2X T a 6 vEGKING (5G7UARE SHOULDE2 TO BE 7YPIGAL AT UNDLfL51DE oF ALL I5. ALL WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF UNIT, UNO. 3-6-07 PERMIT
Fj(POSED) ON 71MBER BEAMS ELEVAIED TERRAGES AND BUILDING LOT SIZE: .228 ACRES (9,932 S�
DEGKS SITE COVERAGE (FOOTPRIN'�: 1 ,966 SF (20.0%) 4- 13-07 REVISED PERMIT
16. THE MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS ARE TO BE DESIGN/BUILD BETWEEN THE IMPERVIOUS COVERAGE: 1 ,663 SF ( 16.7Y)
CONTRACTOR/SUBCONTRACTOR/OWNER. THE SYSTEMS MUST MEET THE CURRENT GOVERNING CODES, ALL GRFA W/ LOWER LEVEL REDUCTION: 4,044 SF (INCLUDING GARAGE)
REQUIREMENTS OF THE TOWN OF VAIL. AND AlL OTHER REQUIREMENTS OF LOCAL JURISDICTIONS. THE LANDSCAPE AREA: 7,550 SF (63.3%)
CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR SUCH.
AREA CALCULATIONS
ROOF SYSTEMS LOGATION
UPPER LEVEL PLAN: 1 ,295 SF
EXTERIOR WALL SYSTEMS I_OGATION RIA MEMgRANE ON PLYWOOD ROOF SHEATH�I�N 2X2 TMPIGAL ROOF AREAS
MAIN LEVEL PLAN: 1 ,618 SF
FURRING NENTILATION SPAGE? ON PLYWOOD LOWER LEVEL PLAN: 1 ,203 SF
EWI GOMPOSITE DRAINAGE BOARD WITH FILTER FABRIG ALL GONGRETE WALLS V&iERE SHEATHIN6 ON RI61D INSULATION ON WOOD T S G ABBREVIATI ONS
ON 2" RIGID INSULATION OVER WATERPROOF FINISFi FLOOR EXISTS BELOW DEGKIN6 ON TIMBER ROOF JDISTS. TOTAL LIVABLE SQUARE FOOTAGE: 4, 116 SF
MEMBRANE ON GONGRETE WAl_L OR 12" GMU FINISH 6RADE
GROUTED SOLID ON CANGRETE WfU_L AT AREAS
WIrH STOt�E vENEfR AeovE (t^uTERPROOF ABV ABOVE GL GLASS, GLAZING PT POINT GARAGE: 529 SF
MEMBRANE TO GONTItd/E TO 2'�i" ABOVE FINISH AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD QT QUARRY TILE GROSS SQUARE FOOTAGE: 4,645 SF
GRADE AND DRAINAGE BOARD 70 GONTINUE TO (A) ACTIVE HDWR HARDWARE RE: REFERENCE
WITHIN 8 " OF FINISH GRADEJ (2" RI61D INSULATION INTERIOR FLOOR SYSTEMS LOGA71oN AC ACOUSTICAL HDR HEADER REF REFRIGERATOR
ro ex�N� FROM e" BELOW FINISff �waoE To ADD ADDENDUM HVAC HEATINGNENTILATINGfAIR CONDiTIONING REQD REQUIRED
4'-8" BELOW FINISH 6R.4DEJ I FIA 5" REINFORGED GONGRETE SLAB WITH RADIANT TYPIGAL AT LOV�R LEVEL ADJ ADJACENT HT HEIGHT RESL RESILIENT REVISED
FLOOR HEATING SYSTEM ON GRANILAR FILL ON
CAMPAG7ED EARTH. REPER TO STRi1GTURAL ALT ALTERNATE HP HIGH POINT REV REVISION I N D EX O F D RAW I N G S PERMIT SUBMITTAL
E ws 5'rUGGO SYSTEM ON 7HERMAL AND AIR AREAS ABOVE E w� oR E wz �RAWINGS FoR REINFORCING ALUM ALUMINUM HORZ HORIZONTAL R RISER
INPILTRRTION BARt21ER ON CANGRETE WALL WHERE ST11GC,0 EXI5T5 ON FLOOR FINISH TO BE GARPET AND PAD, WOOD, ARCH ARCHITECT (URAL) HB HOSE BIB R & S ROD AND SHELF
(WATERPROOF MEMBRANE FROM E W I WILL �N��TE STONE, QUARRIED TILE, cEixAMic rILE orz SFALED BASMT BASEMENT HR HOUR RD ROOF DRAIN
coNrlt�� 70 2'-b" p.BOVE FINISHED �wavFJ (vArm �pry��� � �pp,ED BRG BEARING INCL INCLUDE (D), (ION) RM ROOM AO.O COVER
PROOFING FROM E wz WILL CAN7INUE TO TOP OF BR BEER ID INSIDE DIAMEfER RO ROUGH OPENING
GoNGRETE WALU N07E: OMIT RADIANT FLOOR HEATING SYSTEM IN BIT BITUMINOUS IBC INSTALLED BY CONTRACTOR R/S ROUGH SAWN AO. I PROJECT INFORMATION APRIL 13, 2007
MEGHANIGAL RooM BLDG BUILDING IBO INSTALLED BY OWNER SHLDR SHOULDER A I . I SITE PLAN
Ew6 STUGGO 5Y5TEM ON PLYWOOD SHEATHING ON 2 �` X AREAS WHERE S71JC.G0 EXISTS 8 O H BOTTOM OF HEADER INSUL INSULATION $IM SIMILAR
� �" RJRRIN6 W/ I �" RIGID INSULATION AND ON WDOD SNDS AI . IA CONSTRUCTION MANAGEMENT PLAN
VENTILATION SPAGE BETN�EN FURRING I �B IHEATI� SY�STEM OoN 3/4° T„! G-RP�LYIWOOD O�NR ��PEIGR LEVE�S IN AND CSMT CASE ENT KIT KITCHEON SQC SQUAREATION (5) A I .2 LANDSCAPE PLAN
(WArERPROOF MEMBrzANE FROM E w� WILL PLOOR Jo15T5. REFER TO STR41G1URAL DRAWINGS CLG CEILING LAM LAMINATE SF SQUARE FEEf
GONTIWE TO 2�-�° ABOVE FINISFIED GRADE, FOR F�pOR STRIKTURE A2.0 LOWER LEVEL PLAN
TERRAGFJ ON THERMAL AND AIR INFILTRATION CT CERAMIC TILE LAV LAVATORY STD STANDARD
BARRIER ON PLYWOOD SHEATHiN6 FLOOR FINISH TO BE 3/4" WOOD FLOORING OR CLR CLEAR (ANCE) L LENGTH STL STEEL A2. I MAIN LEVEL PLAN
E W8 WOOD SIDING ON 2 �° X I �" RAZRING VW I �' RIGID AREAS WHERE WOOD SIDING GARPE7 AND PAD OR TILE. TOTAL FINISFi COL COLUMN LTL LINTEL STN $TONE A2.2 UPPER LEVEL PLAN
7HIGKNE55 To BE 2 I/4• NoMINAL CONC CONCRETE LVL LAMINATED VENEER LUMBER STRUCT STRUCTURAL
INSULATION AND VEN7ILATION SPAGE BETt^�N EXISrS ON WOOD 5711n5 CMU CONCRETE MASONRY UNIT MFR MANUFACTURE (ER) TBD TO BE DETERMINED A2.3 ROOF PLAN
FURRIN6 (WATERPROOF MEMBRANE FROM E wl WILL CONT CONTINUOUS MO MASONRY OPENING TC TRASH COMPAGTOR
coNTINUE 70 2'-b" ABOVE FINISHED 6RADE, Np7E: OMI7 RADIANT FLOOR HEATIN6 SYSTEM AT CUST CUSTOM MATL MATERIAL TEL TELEPHONE A3 .0 EXTERIOR ELEVATIONS
TERRAGEJ ON THERMAL AND AIR INFILTRATION STAIR
BARRIER oN PLYWOOD SHEA7HING DTL DETAIL MAX MAXIMUM N TELEVISION A3 . I EXTERIOR ELEVATIONS
DIA DIAMEfER MTL METAL T & G TONGUE AND GROOVE
I F3 3/4' TdG PLYWOOD ON FLOOR JOISr. REFER To TYPIGAL WHERE FLOOR DIM DIMENSION MECH MEGHANICAL T O B TOP OF BEAM
SrRUGiURAL DRAWIN65 FoR FLOOR 5'fR11Gn1RE FINISH IS STONE. RE: ROOM DR DOOR MC MEDICINE CABINET T O C TOP Of CONCRETE SLAB
DESI6N FINISH SGHEDULE FOR DWG DRAWING MIN MINIMUM T O F TOP OF WINDOW/DOOR FRAME
STONE LOGATIONS ELEC ELECTRIC (AL) MIR MIRROR T O P TOP OF PLYWOOD
FLOOR FINISH TO BE STONE ON THIGK SET MORTAR ELEV ELEVATION MISC MISCELLANEOUS T O S TOP OF STEEL
BED. RADIANT FLOOR HEATING SY57EM 70 BE EQ EQUAL MNT MINUTE T O W TOP OF WALL
WI7HIN MORTAR BED. TOTAL FINISH 7HIGKNE55 TO EXIST EXISTING NA NOT APPLICABLE TB TOWEL BAR
e� 2 y4„ r,oM�wu PROJECT: 0527
EXT EXTERIOR NOM NOMINAL T TREAD
FOS FACE OF STUDS NIC NOT IN CONTRACT TYP TYPICAL ARRI G O N I
FIN FINISH NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE
FF FINISHED FLOOR OPG OPENING VERT VERTICAL
FP FIREPIACE OPP OPPOSITE WC WATER CLOSEf RES I D E N C E
Ex7ERIOR FLOOR SYSTEMS LOGATION FLR FLOOR (ING) OPH OPPOSITE HAND WP WATERPROOFING
FD FLOOR DRAIN OD OUTSIDE DIAMETER WPM WATERPROOFING MEMBRANE I 722 G E N EVA D R
E F� 2X WOOD DEGKING ON TIMBER BEAMS. SGREW TYPIGAL AT DRIP-THRU �G FOOTING (P) PASSIVE WPT WORKPOINT
ATfAGH DEGKING WI7H 3/Ib" GAPS DEGKS FND FOUNDATION P PAINT WWP WELDED WIRE FABRIG
E F2,4 FIL7ER FABRIG BONDED To DRAINAGE MEDIUM oN 'fYPIGAL WHEN FBO FURNISHED BY OTHERS PR PAIR W WIDTH, WIDE
SH�r WA7ERPROOF MEMBRAt� ON PLYWD IN7ERIOR SPAGE GA GAUGE PVMT PAVEMENT WDW WINDOW LOT I I A
SHEAn�Itd6 oN FLOOR ,lol5r5 EXI5T5 eELOW GALV GALVANIZED PL PLATE W/ WITH
FLOOR FINISH 70 BE WD ON LIGHT W7 GONG. 707AL GC GENERAL CONTRACTOR PLYWO PLYWOOD W/O WiTHOUT MATTERHORN VILLAGE
FINISH THIGKNE55 TO BE 3` NOMINAL (SNOW MELT WD WOOD
HEATIN65YSTEMTOBEINSANDBEDIF DATUM REFERENCE PROJECT NORTH
APPLIGABLF� FILING NO I
E F4 5" SANDBED ON GR.4NJLAR FILL ON GOMPAGTED RE: LAND6GAPE DRAWIN6
EARTH (SNOW MELT HEATING SYSTEM TO BE IN FOR LOGATION VAIL, COLORADO
SANDBED IF APPLIGABLE) DATUM ELEVATION OF 100'-0" N THIS SYMBOL REFERS TO PROJECT NORTH. fOR ACTUAL
FLOOR FINISH TO BE STONE LOOSELY LAID IN SAND. EQUALS ACTUAL ELEVATION OF 8098'-b" ABOVE SEA LEVEL NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS.
GRA55/M055/6ROUND GOVEi2 GROWING BETWEEN
LOOSELY LAID STONE IS DESIRED
E FSA LIFTS OF I" TOPPING GOURSE ON 3" CANSTRIIGTION TYPIGAL AT ASPHALT
GqmSE oF BIn1MINOUS ASFHALr oN 8" G2nWLAR D21vEWAY COPYRIGHT RESERVATION
FILL (SNOW MELT HEATING SYSTEM TO BE WITHIN
GRANULAR FILL IF APPLIGABLFJ ON GOMPAGTED ALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT (DOUGLAS MILLER DECHANT ARCHITECTS ! SHEPHERD
EARTH RESOURGES, ItJC./ AIA HERE IN Af"fER , "SRI") FOR PRO)EGTS FOR WHICH THE ARCHITEGT HAS BEEN RETAINED ARE INSTRUMENTS OF THE
ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THE SPECIFIC PROJECT, UNLESS OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL
BE DEEMED THE SOLE AND EXCLUSIVE AUTHOR OF SUCH DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL COMMON LAW,
STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON (INCLUDING, WITHOUT LIMITATION, ALL
EMPLOYEES AND/OR INDEPENDENT CONTRACTORS OF THE ARCHITEC�, WHETHER HAVING COME RIGHTLY INTO POSSESSION THERE OF Ok
OTHERWISE. SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO ANY PROJECT NOR FOR THE COMPLEfION OF
ANY PROJECT FOR WHICH THE ARCHITECT HAS BEEN REfAINED BY OTHERS, OR MAKE ANY OTHER USE THEREOF WHATSOEVER, UNLESS WITH THE
PRIOR EXPRE55 WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND
SATISfACTORY TO THE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING. THE ARCHITECT EXPRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN
ALL MATERIAL FOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN AND/OR CONSTRUCTION PURPOSES OF ALL PROJECTS FOR WHICH THE
ARCHITECT HAS BEEN RETAINED AS NOTED. THESE MATERIALS MAY NOT BE COPIED, MODIfIED, NOR EMPLOYED IN ANY WAY BY ANY PERSON
(INCLUDING, WITHOUT LIMITATION, AN EMPLOYEE ORE EMPLOYEES) WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE �O • I
ARCHITECT. THE FOREGOING SHALL APPLY EQUAL�Y TO ALL CONCEPT DRAWINGS, RENDERINGS, SKETGHES, BIDS AND ALL OTHER WORK
PRODUCT OF THE ARCHITECT EVEN IN THE EVENT THAT THE ARCHITECT IS NOT ULTIMATELY RETAINED FOR THE SPECIFIC PROJECT FOR WHICH
SUCH MATERIALS WERE CREATEO AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT.
(C) 2006 DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC. ALL RIGHTS RESERVED.
ALL ISSUANCES SHALL BE DISTRIBUTED IN FULL, WHICH INCLUDES BUT IS NOT LIMITED TO, ALL OF THE SHEETS LISTED IN THE INDEX OF DRAWINGS
ON THIS SHEEf, THE DETAIL MANUAL, THE PKOJECT MANUAL, ADDENDA AND ARCHiTECTURAL SUPPLEMENTAL INSTRUCTIONS. PLEASE GONTAGT
THE GENERAL CONTRACTOR IF YOU HAVE NOT RECEIVED A COMPLEfE SEf OF DOCUMENTS.
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AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
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01 -26-07 PROGRESS PRINT
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DOUGLAS MILLER DECHANT ARCHITECTS
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AVON COLORADO 61620
T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITECT . COM
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'73'-3" DATE ISSUE
12-22-06 FINAL DRB REVIEW
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DOUGL45 MILLE0. DECHANT ARCHITECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITECT . COM
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22 '-2" 51 '-I "
II '-8" 8'-II " II '-3" Iq'-3" DATE ISSUE
12-22-06 FINAL DRB REVIEW
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
01 -26-07 PROGRESS PRINT
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4- 13-07 REVISED PERMIT
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II — — — — — — � � , 2468 `� STRUGTURAL
� � N O T E : H A T G F+E D A R E A S A R E � N I E X T E R I O R W A L L S �
i � SLOPED GEILINGS WITH A HEAD � - � � � PROJECT: 0527
I , � I HEI6HT OF LESS THAN 7'-O" O � ,� I
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UPPER LEVEL
FLOOR PLAN
UPPER LEVEL N
� z � 1 �
FLOOR PLAN
SCALE: U4" = I '-0"
0 2. 4. $. A2 . 2
SCALE: I /4" = I '-0"
DOUGLAS MILLER DECHAM ARCHITECTS
SHEPHERD RESOURCES INC ! AIA
POST OFFICE BOX 1624
AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITECT . COM
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GENERAL NOTES :
� - ROOF SLOPES 3: 12 AND LE55 ARE
METAL
- GUTTERS ARE 5" HALF-ROUND,
GOPPER W/ HEAT TAPE.
- DOWNSPOUTS ARE 4" ROUND,
GOPPER YV/ HEAT TAPE "
- VENT TERMINATIONS ARE GOPPER
AT ALL NON-METAL ROOFS. VENT
� TERMINATIONS AT METAL ROOFS
ARE GOMPATIBLE METAL.
'�'� - GOPPER GAPS ON EXPOSED ENDS
OF OUTLOOKERS, SHOULDER
BEAMS, AND RIDGE BEAMS,
TYPIGAL.
'�'-O " q �_���
EXISTIN6 AND NEW
6RADE BELOW RIDGE 3'-O"
= SOGS � DATE ISSUE
D. S. 12-22-06 FINAL DRB REVIEW
D. 5.
O
01 - IS-07 FINAL DRB REVISIONS
�t I � I I p 01 -26-07 PROGRESS PRINT
� _
� — lh � i I � 03-06-07 PERMIT
� - _ = _ = = = —
- - = = = = �
� _ 4- 13-07 REVISED PERMIT
— — — — — — = = = = = —
= — — = = = —
� I � I I — — — — — — —
� I � I �
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II I � I m I O iv I
I I EXISTING 6RADE � � � �
I � BELOW RIDGE = 8088 � ~ " i REVISED
� ry OVER-FRAMED I EXISTING GRADE
� BELOW RID6E = 8099,
� � ry PERMIT SUBMITTAL
I I I I � � NEW 6RADE BELOW
2 �—3: 12 I I 3: 12 I TOP OF RIDGE TOP OF RIDGE I f RID6E = 809�.15
� o II I �- I =8i2o�- io �� O =ai2o'-io �,
i i I ry DEGORATIVE GHIMNEY I � APRIL 13, 2007
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DOUGLAS MILLER DECHAM ARCHITECTS
SHEPHERD AESOURCESINC / AIA
POST OFFICE BOX 1624
DEGORATIVE WOVEN
GOPPER �/ENT AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITECT . COM
TM HDR _
L.E\/ = II -b
i
PPER LEVEL T. O. PLATE i
LEV = IIS'-3 8113 -q ")
�
�
x TM H
PPER LEVEL T. O. PLYWD.
LEV = I10 -O 8108 -6"j
x
"
mldJ
r
�
m STANDING SEAM
METAL ROOFIN6
TM HDR
LEV = 10 -
i �
AIN LEVEL T. O. PLYWD. i � DATE ISSUE
LEV = 100 -O O -6"J
� 12-22-06 FINAL DRB REVIEW
\ / 01 -26-07 PROGRESS PRINT
x 03-06-07 PERMIT
4- 13-07 REVISED PERMIT
AMILY ROOM T. O. PLYWD
LEV = -6 09 -O"j
EXISTIN6 6RADE J.n.g� HDR _
DIREGTLY � LCV - �IV v
UNDER RID6E � SGONGE LIGHT, TEKA (TYP)
OWER LEVEL T. O. G. �
LE�/ _ -O O -b"J- �
� — i DIREGT VENT �
D ROOM T. O. G. �_ � FLUE
LEV = -O o 2 -6�T � REVISED
I
i ME,�R PERMIT SUBMITTAL
� LOGATI ON �
RRAGE T. O. G. _ i — — — — — q �_���� 9 �_����
LEV = - O 2 -O
NORTH ELEVATION CAMPOSITE SLATE DEGORATIVE APRIL 13, 2007
GHIMNEY W/ GOPPER GAP AND
2 , , DEGORATIVE GOPPER SHROUD
SCALE: I /4" = f '-0"
3'-II�" 3'- II�" T. O. ROOF ROOFIONG (Tl'PJ �
LEV = 2 - 121 '-� 37�"�
T. O. ROOF
LEV = 122 -1 I 2 120'-� IT2"�—
/ \
nJJPPER LEVEL T. O. PLATE � �
LEV = II5'-3 113'-�`j � �
ox x PROJECT: 0527
N 2x12 WOOD 24x2� V � 112 - TIMBER RAFTER TAILS
BELLYBAND (TYP.) � W/ I x "1 WOOD FASGIAS ARRI G O N I
� PPEER_LEO -OT �O Lb� (TMPJ RESIDENCE
TM HDR
D SGONGE LIGHT, TEKA (lYP) ,�, I 722 G E N EVA D R
6 Ix REGLAIMED WOOD �
2xb WOOD m SIDIN6 (TYPJ, � LOT I I A
GOi2NER WINDOW NATURAL GOLOR � _
Q TRIM (TYPJ �x � DIREGT VENT 2x8 WOOD ry O �
o ° FIREPLAGE FLUE GORNER , � = MATTERHORN VILLAGE
- � eoA�s (rrP.) � Q
m x x 2 ANDSTONE GAP w �U FILING NO I
� J
I TM HDR _ _ 24x27 TM HDR , � � v VAIL, COLORADO
iLEV = OI -9 = - S
i AIN LEVEL T. O. PLYWD. _ _ _ _ _ _ _
� LEV = 100 -O O - -
6 TM HDR 1� 3'-O" TALL iNOOD
� x O LEV HbR I 6UARDRAIL W/ bxb
� LE = 9 = � NEWELS o ELEVATIONS
I �2x4b I a'
i i � I � px
,4MILY ROOM T. O. PLYWD bOx42 / � O � _
LEV = 94 -6 OG -O��r — — — — — � EXISTING 6RADE Q
� \ � I 0 � z
2x12 WOOD HEADER 30x42 I
�
� TM HDR �_ I IL v
U1 LEV = 91 - _
2icf0 WOOD _� I
���5 �= SGONGE LIGHT, TEKA (TYP) I
OWER LEVEL T. O. G. _ _ �� _ � _ _ _ _ _ I
LEV = 89 -O 8087 -6
_ _ - ; - - A3 . 0
O D ROOM T. O. G. �
�W'H�; � WEST ELEVATION ° 2' 4' e'
� LEV = 84 -O 082 -6 SCALE: I /4" = I '-0"
� SCALE: U4" = I '-0"
� LEV = 83 -6 8082 -O")
SGONGE LI6HT, TEKA (TYP)
DOUGLAS MILLER DECHAM ARCHRECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
SGONGE LIGHT, TEKA (TYP) A v o N C o L o R A D o 8 I 6 2 0
T970 949 3302 F970 949 51 21 ��
WWW . SRIARCHITECT . COM
TM HDR 30x42
LEV = -
PPER LE�/EL T. O. PLATE
LEV = I - -9 ��
t(mldJ
T
ndJPPER LEVEL T. O. PLYWD. ry
LEV = I O -O 8108r6"T
� TM HDR _
LEV = 10 -
❑ , 1
1(
C>
AIN LEVEL T. O. PLYWD.
LEV = 00 -O O -6 — — — DATE ISSUE
I I 12-22-06 FINAL DRB REVIEW
I SGONGE LI6HT, TEKA (TYP) I
I I 01 -23-07 PROGRESS PRINT
I I 03-06-07 PERMIT
I � 4- 13-07 REVISED PERMIT
I
n,FAMILY ROOM T. O. PLYWD _ i _ _ i
LE�V -- ��'-6 OG -O"T I
I
I
I I
I I
I I
I I
OWEi2 LEVEL T. O. G. I I
LEV = SG -O O � -
D ROOM T. O. G.
LEV = -O o 2 -6� REVISED
PERMIT SUBMITTAL
q'-1��� q�_7��� ARA6E T. O. G. — — — — — —
LEV = O 2 -O"T
SOUTH ELEVATION APRIL13, 2007
25'-O�" 2 SCALE: 1 /4" = 1 '-0"
DORMER OUT TO OUT
lT1 HDR
LEV = I Il - _ TM kDR
i �
LEV = -
PPER LEVEL T. O. PLATE � � � / \ / \
LEV = IIS -3 81I -9 �
� i
� i
24x3 x 2 x3o � i x 2 � i PROJECT: 0527
- � x x
u�
n, ARRIGONI
�v�o OT. O.OPLY ,�. _ ry RESIDENCE
TM HDR _ _ I 722 GENEVA DR
LEV = 108'-3
48x42 TM HDR
❑ \ LEV = 01 - � LOT I I A
� o MATTERHORN VILLAGE
� � � �
2 x x ry
� FILING NO I
— � � � _ E HDRO VAIL, COLORADO
AW LEVEL T. O. PLYWD. / \
LEV = 00 -0 SOG -b "T ,
iSGONGE LI6HT, TEKA (Tl'P) � SGONGE LI6HT, TEKA (TYP)
� EXISTING GRADE � � ELEVATIONS
I �
I \AMILY ROOM T. O. PLYWD � _ _ _ _ _ _
LEV = G -b 09 -O"j � �
I
I �
� SGONGE LI6HT, TEKA (TYP)
I �
I �
�
I �
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OWER LEVEL T. O. G. i
LEV = 8G '-O ' 8081 '-6 ") — — — — — — — — — — — — — — � I
EAST ELEVATION ° 2';�' � 8' /� • I
UD ROOM T. O. G.
LEV = 84 -O 8082 '-b") �
SCALE: I /4" = I '-0" I
SCALE:� I /4" = I '-0"
I
ARAGE T. O. G. _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — i
LEV = 83 -b O 2 -O ')
A . 4 . 5 B
DOUGIAt MILLE0. DECHANT ARCHITECfS
l3�-°J V2° SHEPHERD RESOURCES INC / AIA
� 34'-B 3/4" 2 '-10" i 35'-8 3/4" � 10'-3" P O 5 T O F F I G E B O X I 6 2 4
� AVON COLORADO 81620
3 � '_O" SOEPTING I i
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STEP STEP � I � 53A _
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I ' O a i I ,d i STEP I N
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�6 I � PREFABRIGATED N I I �
4 u WALL PANEL I� �, - - _ _ - - I 6 '-2 3/4"I i
2.0 � r - - - - - - - - � - � � - � � - �� - r - 1 � � �
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FOOTINGJ ' � � STEP I I � I I - - - - - - - - - - - - - - -� - - - - - � - - \ _
i � I ry
STEP � � � 4" SLAB-ON-GRADE \ � I � 8'�'-�" � ', dl � 20'-3 3/4 " '-O' � � � m � � �`l
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� J _ SLAB I � _ J � � � TOP OF I 2
I �
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I WALL , - - r - - --- - - .. � . ...��� � � �- � I 52.0 DATE ISSUE
I ���� � STEP I I � I I 4" SLAB-ON-GRADE \ I I
n 2 � � 5 I . 2'- 10" r - FOO NG W TIH WITH 6X6 W2.IXW2.1 W.W.F. \ � � � � i 03-06-07 PRICING
� 53.0 � � 53.0 � � � „� . . 2 , o„ r - - J (3)-�5 EAGH WAY J I � � oa-o�-o� PERMIT
.
tp � � d � ; � -
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WALL WALL WALL WALL WALL
� � � 6J � I � � i ' I I � STEP STEP STEP STEP STEP I � TiMBER
� I Q I TOP OF I I � I `� �• I r I STEP I i GOLUMN
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- - - - - - - - - - - - - - - - - - - - - - - -
[82'- 10"] [84'-O"] � [8Q ''O"] � [8 •_4••) [b�l O"] IB8'-4' [91 •_O"] [98'-9 3/4"] i Q
ry i i
3'-� " ib �_3" 3'-2" I '-3" N6'-4 I/2�� �_ II /4" 3' I/�" '1'-6" 9 '-� 3/4" � cV
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FDUNDATION NOTES : PERMIT
I . DAIUM ELEVATION 100'-O" EQUALS 80G0'-6" U.S.G.S. AGTUAL ELEVATION. g, PLAGE SLAB ON GRADE ON STRUG GOMPftGTED FILL
FLOOR 9HEATHING ELEVATION. NATURAL GRADE A5 OUTLINED IN SOIL � f�tEPORT.
. .
2. [XXX '-X"] INDIGATE5 TOP OF FOUNDATION WALL ELEVATION. Q . UNLE55 OTHERWISE NOTED - ALL SLAB ON G - � 5 A 4 " THIGK
. WITH 6X6 W2.1 X W2 .1 WELDED WIRE FABRIG . � O U I �i D � T I O I �
3. (XXX'-X") INDIGATE5 TOP OF FOOTING ELEVATION.
10. PROVIDE GONTROL JOINTS OR GONSTRUGTION 5 � HOWN MARCH 7, 2007
4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN 501L5 ON FOUNDATION PLAN. MAXIMUM SIZE OF EAG FZEA SH - NOT I/4" = I '-O"
REPORT. EXGEED 100 FT ?
5. GONTRAGTOR SHALL PLAGE (3)-a5 VERTIGALLY FULL HEIGHT OF I1 . CANTRAGTOR TO GOORDINATE ALL DIM IONS AND DETAILS
YdALL AT HIGH SIDE OF ALL WALL STEPS H�GHER THAN 4 '-O" IN WITH ARGHITEGTURAL DRAWINGS AND P FABRIGATED BUILDING DRA
ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE.
6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF 12. GENTER FOOTINGS UNDER WALLS A GOLUMNS UNLE55
DIMENSIONED OTHERWISE ON FOU ATION PLAN. V R
PLYWOOD FLOOR SHEATHING. �p-�!,.,•••-• ,tSj,
13. REFER TO ARGHITEGTURAL D INGS FOR STAIR FRAMIN6 DETAILS � :?� ���V:� a� �'• F`
� . FOOTIN6 ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO AND LANDING SLAB ELEVAT 5. i' ,:',`=�� 7 '•.��
B E L O W E R E D D U E T O 5 0 1 L G O N D I T I O N S. V E R I F Y G H A N C�E S W I T H � i p
9TRUGTURAL ENGINEER. 14. ALL SITE WALLS NOT SH ON THIS PLAN SHALL BE BUILT PER � � � ' � -Y `'� � ��
�
ARGHITEGTURAL LAND PE PLANS, DETAILS AND ELEVATIONS. ` � �, _ � ,
SITE WALL5 SHALL N BE GONNEGTED TO THE BUILDIN6 UNLESS � � � �_ •
NOTED OTHERWISE. `
\ ` \ �g��.. ,.� .
GONNEGTION GD ION
RE : MANUFAGTURER � RE: MAt.K1FAGTVRER
2Xa (i i/2 "X3 V2 " i V2 " X 6 V2 " 2X4 i/2"X3 V2" � I I/2 " X b I/2 "
TREATED SILL PLATE TREATED 51LL PLATE
TREATED SILL TREATED SILL �
WITH I/2"mXlO" [XXX'-XX"] �"�ITH I/2"mXlO" ANGHOR WITH I/2"mXlO" [XXX'-� , "j �"�ITH I/2 "mXlO" ANGHOR
ANGHOR BOLT BOLT AT I '-6 " ANGHOR BOLT BOLT AT I '-6 "
AT 2'-O" ry AT 2 '-O" N PROJECT: 7271
� �
PREFABRIGATED PREFABRIGATED ARRI G O N I
EXTERIOR STUD hIALL EXTERIOR STUD WALL (2)-sg � (2)_ �
WITH SHEATHING IXXX '-XX"] WITH SHEATHING LXXX'-XX"] � WATERPROOF �' WAT � PROOF � RESIDENCE
MEMBRANE I- � MEMB NE r
3 I/�" b I/2�� 3 I/2" 6 I/2 �� I 722 G E N EVA D R
�X6 TREATED �X6 TREATED a I I/2" RI61D INSULATION o I I/2" RI61D INSULATION
PLATE WITH I/�"m PLATE WITH V2"m � . � . �
X 10" ANGHOR BOLTS ° � X ID" ANGHOR BOLTS ° � II=11 � I III - 11=111111 II LOT I I A
- C2)'�5 � (2I-#5 , ,, , , q5 AT I •_4" -i� - . �5 AT I '_4"
II - � AT 2'-O" ' ° AT 2'-O" " ° • HORIZONTAL I ° ` ° HORiZONTAL MATTERHORN VILLAGE
III � GONTINUOUS _ �_ ��_ GONTINUOUS � a m � 4
, � _� ��II a rr�rr�l a 3 V4" 3 I/4"
� 2 � FILING NO I
a • »5 AT I '-4" � • MS AT I '-4" � •
�5 AT I '-O " #5 AT I '-O" • � p5 X 3'-O" AT I '-4 " � p5 X 3'-O" AT I '-4 "
VAIL, COLORADO
VERTIGAL AND VERTIGAL AND °
HOR I ZONTAL HOR I ZO NTAL
� n 10" GONGRETE YJALL a � 10" GONGRETE WALL
° ° • � ° FOUNDATION
�5 AT I '-O " HORIZONTAL #5 AT I '-O" HORIZONTAL
2�� 2�� a a
GLR. GLR. Q _' � OI �1 u OI PLAN
- e - .a � �5 AT 12" O.G. i � �5 AT 12 " O.G. i �
� � SLIP SHEET � SLIP SHEE7
�5 AT 12" X -' � a5 AT 12 " X -� �
V V �� I '-O" � � '_O��
� 4" SLAB-ON-GRADE 4 " SLAB-ON-GRADE �• .•
Q B�� WITN W.W.F. b'� •a . WITH W.W.F.
a
N
� �5 AT 12" EAGH WAY a5 AT I � " EAGH WAY � . aa SLIP SHEET ,° � SLIP SHEET
�
" ° � r ; •--r- cTtaTx - x - ° , a a ,-.x -ax-� : - a -
$ ' � a ' � n 4" SLAB-ON-GRADE 4 " SLAB-ON-GRP.DE
C' � V r0�: ov.° 0•: o•r.° 0�: 0✓.° 0•: os. ryv • ` : 0•: oa.° O�: oo.° • O�: oe.° O�: ov. � WITH W.W. . � WITH W.W. .
� Od9.0 �O ' 9.0, QOo°.O,nQOo_°.0,� Oo°.0 �Oo°.0, QOo°.O,c.�'Oo°.0,� n n a a
a � I I -I,,, I Im II �' Ir,� 5 AT I '-4 " O.G. 5 AT I '-4" O.G.
� e a � i�!� a . - _ HORIZONTAL , � < � _ = _ : _4 _ HORIZONTAL , < . = _ � _a � _4 _
s a a
o Q • < , a . . I Q ° • a • , I . o 0 0 . o . o .
v� _ . . % _ � � � • p n r�: 00�:00�0, �'Oo�OQ'D 'o�0 a �oo°'oaoo°oaoo°oaoo°o
c ~� � . a (2)- 5 GONTINUOUS �� ° � . , a (2) - 5 GONTINUOUS ° o 0 0 o XXX'-XX') ° o 0 0 o XXX'-XX") �'�
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N
m I _ EAGH WAY I �AGH WAY
� � �i i i � � ps T n T i• �5 . . .
a �._6 „ ,o„ e„ 2,_6 „ ,o„ e„ - � "
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g
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� 3/4 �� _ , �_o�� 3,4 ,� _ � .-o,� S � C T I ON 2 S � C � f ON 1
� 3/4 " = I '-O" 3/4" = I '-O"
- 3�_p��
G NERAL NOTES PREFABRIGATED �5 AT 2 '-O" X Q RE � PLAN
D , REINFORCEMENT P�ACEMENT AND TOLERANCES SHALL 8E IN ACCORDANCE WITH TIMBER WALL WITH 3/4" DOUC�at Ma�a DECHANT ARCHITECTS
1 . LIVE LOADS USED IN DESIGN: SECTIONS 7 . 5 , 7 . 6 AND 7 . 7 OF ACI 318 , LATEST EDITION . WAFER-BOARD SHEATHING DRIVEWAY - N
AND GYP5UM SHEATHING FINISH SHEPHERD RESOU0. CES INC / AIA
A . ROOF 80 PSF E . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR 4 " GONGRETE GONTINUOUS TREA7ED I
AUTHORIZED Bv THE STRUCTURAL ENCiNEER , LAP SPLICES , NHERE PERMiTTEO , SHnLL SLAB-ON-GRADE TIMBER SILL WITH C""°""'°°"" ""'-•••••-°-°°° POST OFFICE BOX 162 �
8 . TYPICAL FLOpR 40 PSF BE A MINIMUM OF 60 BAR DIAMETERS FOR �6 BARS AND SMALLER UNLESS OTHERWISE WITH W.W.F . � � _�, � � r < .
I/2 "mXlO" ANGHOR �'� < < - :�
NOTEO . MAKE ALL BARS CONT INUOUS AROUND CORNERS . R6 PLAN BOLT AT 2 '-O" p•o°O p'd .°O, � n°,;�C�(' ° • o o , o , . d� A V O N C O L O RA D O 8 I 62 0
C . I MPORTANCE FACTORS �, C „ e , ) 0',s ; o oe• 0•: ox•. o�: on . 0•: 0>.
CA7EGORY � � F . PLACE TNn MS (PER 8 " THICKNESS ) WITH 2 ' - 0 " PROJECTION ARQUND ALL OPENINCS IN � °-�'^�'^° "-����� ° ° � ° ��' ° '`' •�� ' O °.O,�C�OoP.O, QOo°A.�QOo°A.� `r
SEISMIC FACTOR � _ 0 CONCRETE WALLS , SLABS , AND BEAMS . AL50 PROVIDE TNO p5 x d ' - 0 " DIAGONALLY AT • ' s --� a .--rx ' �Il�i 11=� � � 1 - jP T970 949 3302 F970 949 5121 r/�
SNOW FACTOR Q a ' T � [XXX'-XX "] � -� � �� f \
7 . 0 EACH CORNER , , I�I I WWW . SRIARCHITECT . COM U
WIND FACTOR 1 . 0 � � �, � . Oo. 0•: oe.° • Oa; � �7 �
C . CONTINVWS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS •�� ; �� R - � -+s � � oPA.�O'OoP.O,�O'Oo;,. II� 6RAVEL BASE 3'-O "
D . WIND - ° .n � ai �I �",IIr -
FOLLOWS: TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS . O ° • O�: oa•. ° • 0•; oe. ° : O�: oa ° � � � ���_a5 II
3 SECOND CUST gp �,pH ,�QOo�.O�QOoP.O,�Qi'�,o°. . , • GONTINUOUS � �� �5 AT 2 '-O" X � �
FASTEST MILE 75 MQH � � STRUCTURAL STEEL -��1-� �-Li • ���_a4 ry
EXPOSURE B , �
A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEP7 WIDE FLANGE BEAMS `n;ll � �I
E . LIVE LOADS nRE REDUCED PER CODE iF APPLiCABLE . NHiCH SHnLL COrIFORM TO nSTM 992 , (50 KSi ) nND EXCEPT PIPE COLUMNS KHiCH RE. PLAN C3)-#5 GONTINUOUS
SHALL CONFORM TO ASTM A53 AND TUBE COLUMJS TO ASTM A500 . GRADE 8 . LATEST �5 AT MI�-HE16HT
2 . TESTING , INSPECTIONS AND OBSERVATIONS; �5 �4T � '-p"
EDITIONS . STEEL SUPP� IER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION ,
MiSCELLANEWS E1.�9EDDED iTEMS SHnL � BE A36 STEEL . }- /� f- (XXX'-XX") - .a a �5 AT 2 '-O " X O
A . CONTRACTOR SHALL PROV IDE COORD INAT IDN FOR SPEC IAL iNSPECT IONS OF THE � }� r � I � � I y�, LEGS ALTERNATE �
CONS7RUCTION (PAID FOR BY ONNER � A$ OUTLINED IN THE PROJECT 8 . ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUC TIGHT �_ �� � �� v� ° SI�ES N ^�
SPECIFICATIONS AND LISTED BELOW IN CONFORMANCE WITH THE PROVISIONS OF CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLES$ NOTED 3/4" = I '-O " 6 ., ; ;
CHAPTER 17 OF THE IN7ERNA710NAL BUILDING CODE . SPECIAL INSPECTION SHALL BE OTHERWISE . L,
PROVIDED 8Y A QUqLIFIED SPECIAL INSPECTING AGENCY AS APPROVED 8Y THE LOCAL 4 " SLAB-ON-6RADE
BU I �D ING OFF IC IA� , C . STRUCTURAL STEEL $HALI. BE DETA ILED AND FABR ICATED IN ACCORDANCE W17H THE ' 3 '-O" �^1�TH bXb W2.IXW2.1 WyJ.F.
LATEST PROVISIONS OF AtSC "MANUAL OF STEEL CONSTRUCTION . ' #5 AT 2 '-O" X �� RE : PLAN O o • e -
B . THE FOLLOWING NORK $HALL BE INSPECTED BY iHE $PECIAL INSPECTOR: ry
D . UNLESS OTNERWISE NOTED , USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL llll e e �-- (�)-a5
1 . SO IL PREPARAT ION BOLTS PER A ISC MANUAL OF STEEI C O NSTRUCT ION TABLE I I - A AND /OR A ISC S IA�PLE � I=I GONTINUOUS
SHEAR CONNECTION MANUAL WITH A 325 - N BOLTS OR wELDED EQUIVALENT . SELECT [XXX '-XX"] III -
a � EARTHNOF2K EXCAVATION , FILLING AND COMPACTION BELOW FOOT WGS CONNECTION TO SUPPOF2T 60 % 7HE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN 7� ii�i I- i -I
._a_ FCE: PLA
AN LAB ON GRADE . BEAM AND SPAN UNLESS OTHERWISE NOTED . S7EEL SUPPLIER IAAY SUBMIT • • � x - t -- ■ � p
ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULATION$ STAbPED BY THE � � � � � I � N �
2 . CONCRE7E REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESICN : o•e.° o : oo.° • o•: o•.•.°� o�: oa. -
FOR ENGINEER 'S REVIEW . O �.O,�o-000.o. aoo�.o�()'Oo°.0,� p
o . THE TAK ING OF TEST SPEC IMENS TO DETERM INE COMPRESS I VE ° ITfll Ilf�I �III��' � aa
C2)-�5 � 3/4 " = I '-O"
STRENGTH . E , ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY GONTINUOUS < ILI�II- '"
STANDARD QUALIFICATIONS TESTS AS OUTLINED M AN5 - D1 . 1 . -I -II PREFABRIGATED EXTERIOR 2X GONTINUpU5 WITH
3 . STRUCTURAL WELD ING a _ _ GRAVEL BASE 3�_� „ STUD WALL WITH SHEATHING I/2" m X 10" ANGHOR
F , AIINIMUM WELDS TO BE PER AISC TABLE J2 , 4 BUT NOT LESS THAN 3 /16 " CONTINUOUS � _ [XXX'-XX"] Z BOLT AT 3'-O"
o . ALL WELDING SHALL RECEIVE CONTINUWS SPECIAL INSPECTION FILLET UN�ESS OTHERWISE NOTED . �5 AT � '-O " �5 AT 2 '-O " X � � Q
EXCEPT THE FOLLOWING: � a I/2 " 150LATION
1 . ) WELDINC DONE iN AN qPpROVED FABRICATOR 'S SHOP IN G . FOR ALL BEAM/COLUAN OR BEAM/BEAM CONNECTIONS , PROVIDE HORIZONTAL SHORT ry
ACCORDANCE WITH SECTION 1704 , 2 . 2 , SLOTS IN CONNECTION MEMBER ONLY (Wf - SECTIONS , ANGLES OR SHEAR PLATES ) , W
b . THE SPECIAL INSPECTOR NEED NOT BE CONTINUWSLY PRESENT t�5 AT 2 '-O " X
DURING W£LDING OF THE FOLIOWING ITEMS , PROVIDED THE MATERIALS , H . PROVIDE TEIA�ORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTANO ALL °5 AT MI�-HEIGHT LEGS ALTEFLNATE O 4" SLAB-ON-GRADE
ON 4 " 6RAVEL BASE
OUALIFICATIONS OF WELDING PROCEDURE $ AND WELDERS ARE CONSTRUCTION AND /012 WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COA�PLETED SLIP JOINT SI �ES (y � � JOINT
VERIFIED PRIOR TO THE START OF NqRK ; PERIODIC INSPECTIONS ARE AND PERMANENT LATERAL SYSTEMS ARE IN PLACE . DATE ISSUE
MApE OF Y��RK IN PROGRESS; AND A V ISUAI INSPECT ION OF ALL WELDS ° CXXX'-XX ") 6 " _ �_ - °
IS MADE PR IOR TO COMPLET ION pR PR IOR TO SH IPMENT OF SHOP I . STEEL FABR ICATOR SHALL NOT RECE IVE ADD I T IONA� COMPENSAT ION FOR SHOP LTI-III- ° ■ - i - t - � -24
m-rr�_� < A 03-06-07 PRICING
wEL01NC . DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS x � M ' � � � dll- � 0 ' oe. ° • O�: oe. ° • 0•; ov. ° • 0•: on•.
1 . ) S INGLE PASS F ILLET N£LDS NOT EXCEED ING 5 /16 " IN S IZE . TO P IECE DRAWINCS PR IOR TO ENG INEER 'S APPROVAL OF ERECT ION DRAWINCS . Li.ILI � , .Oo .O,�Q'Oo°.O,nQ'Oo°.O�O'Oo°.0,� 03-07-07 PERMIT
•00 ��0 •. ° vo '• ° Yo '�0 . °.vo :•0 •. �i5 AT 2 �_O��
2 , WELDINC OF STAIRS aND RAILINC SYSTEMS . � •QO� VERTIGAL
�. . io0. � o '���. ObQ4o0 -' -
c , ITEMS TO BE CHECKED ARE THE CERTIFICATION OF THE WELDERS , 8 . NON - SHRINK CRWT _ - . �2�-�5
WELDING PROCEDURES , MATERIALS , VISUAL INSPECTION OF wELD SIZE , IL-u .^ Z GONTINUpUS
LENGTH , QUqLITY , QUANTITY AND SPACING . A . NON - SHRINK GRWT SHALL BE PROVIDED: O • �
4 " SLAB- 1W � � -1 � »5 AT 2 '_O "
BETWEEN STEEL COLUMN BASES AND CONCRETE SUPPORTS . (�)-a5 HORIZONTAL
C . STRUCTURAL OBSERVATIONS 2 . BETWEEN BEAMS OR BEAM BEARINC PLATES AND CONCRETE SUPPORTS . ON-6RADE _I - � - =f GONTINUOUS
3 . GROUT SHALL BE CObPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH WITH bX6 _� �_ (XXX'-XX") �i O
7 . STRUCrURAL ENC INEER MAY MAKE PER IOD IC OBSERVAT IONS OF THE OF 6000 PS I PR IOR TO ADD ING BU I LD INC lOADS ABOVE , W2 .IXW2.1 I I- II-III-I � �5 AT 2 '-O" X ry
E� PLAN 8 . MATGH VERTIGAL
N UCTION , SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED W'W�F ' REINFORGEMENT 6"
INSPECT IONS BY THE GOVERN ING AUTHOR IT I ES OR SERVE AS SPEC IAL 9 � �� LEGS ALTERNATE
INSPECTIONS " AS MAY BE REW IRED BY CHAPTER 17 OF THE INTERNATIONAL SI�ES
BUILDING CODE . A . ALL FRAMINC AND TRUSS LUMBER SHALL BE DRY DOUCLAS FIR , LARCH , GRADED BY � � � .� � � N �
WESTERN NOQp PROpUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING
3 . FOUNDnTIONS CODE nS FOLLOwS: �
3/4" = I '-O"
A . MAXIMUM SOIL DESIGN PRESSURE 3000 PSF 2 " THICK - 4 " TO 6 " WIDE (WALL STUD ONLY ) STUD Fb = 700 PSI 1-i ° 1 - ���_�5
2 " TO 4 ' TH ICK - 6 " AND WIDER N0 . 2 Fb = 900 PS I � � GONTINUOUS
B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT N0 . 06 - 136 5 " THICK - 5 " AND WIDER N0 . 1 Pb = 1350 P51 - II� �II�I�
8Y KOECHLEIN CONSULTING ENGINEERS , INC . DATED NOVEMBER 08 , 2006 . N07ED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO C2)- I/2 "m THRU-BpLTS
AL�OWABLE STRESS INCREASES . TIMBER GOLUMN S � C T I Ol�l 2
C . ALL FOOTING BEARING ELEVATIONS SHONN ARE ASSUMED , EXACT BEARING RE � MANUFAGTVRER - (�)- I/2 "A> X b" EXPANSION PERMIT
ELEVATIONS SHALL 8E VERIFIED IN THE FIELD W17H ACTUAL CONDITIONS BY 8 . PROVIDE CROSS BRIDGING NOT OVER 8 � ON CENTER FOR ALL 2X N(�Op JOISTS AND 2X (V ANGHORS 3/4" = I '-O"
CONTRACTOR WITH APPROVAL OF SOIL$ ENGINEER AND ALL BOTTOMS OF FOOTINCS SOLIp BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS . 3/8" STEEL T-PLATE
SHALL BE A MINIMUM OF 48 " BELOW EXTERIOR GRADE . RE : PLAN C6" WIDE)
C . FASTEN ALL Nt�OD MEA�ERS WITH COM.ION NAILS ACCORDING TO THE IBC � 2X GONTINUOUS WITH
D . ALL FOOTINGS ARE TO BE PLACED Orl CO�.�PACTED SOIL . SOIL IS TO BE COMPACTED TO SCHEDULE TABLE 2304 - 9 . 1 UNLESS OTHERWISE NOTED . I " NON-5HRINK GROUT I/2 " m X 10" ANGHOR PREFABRIGATED EXTERIOR
AT LEAST 95R MODIFIED PROCTOR DEN517Y PER ASTM 01557 . REMOVE EXISTINC SOIL BOLT AT 3'-O" STUD WALL WITH SHEATHIN6
AS OIRECTED BY A SOILS ENGINEER AND RECOMPACT (RE; SOIL REPORT � . D . LAMINATED BEAMS �
1 . ALL LAM INATED MEA�BERS SHALL BE FABR ICATED OF DWGLAS F IR LARCM AT 12 "° Z I/2 " 15pLATION
[xxx'-xX"] q MARCH 7, 2007
. CON7RACTOR SHALL BACKFILL EQUA� LY ON EACH SIDE OF FOUNOATION WALLS IN 12 PERCENT IAOISTURE CONTENT IN ACCORDANCE WITH NCLIB . ALL SIZES SHONN J
INCH MAXIMUM VERTICAL LIFTS OR AS RECOAR�AENDED IN THE SOILS REPORT . REFER ARE NET . �- 4 " SLAB-ON-GRADE
TO SOILS REPORT FOR BACKFILL MATERIAL . 2 . LAMINATED MEABER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE SANDSTONE GAP «�-#'S ON 4" GRAVEL BA9E
WITH THE $TANDARD SPEC I F ICAT IpNS FOR THE DES IGN AND FABR ICAT ION OF BEYOND GONTINUOUS � JOINT
F . NO BACKfILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER STRUCTURAL GLUE LAMINATED TIA�ER , LATEST EDITION AS PUBLISHED BY AITC .
LEVEL FLOOR AND MAIN LEVEL FLOOF2 ARE IN PLACE AND PROPERLY ANCHORED . 3 . PROVIDE UNITS CONFORMING TO AITC 117 , 24FV8 , D . F . FOR CONTINUOUS ° - � .a� � _ Y- = � � .
CONCRETE SLABS SHALL BE PROPERLY CURED . MEMBERS AND CANTILEVERS AND 24FV4 , D . F . FOR SIAPLE SUPPORT MEMBERS . Ib" • � �
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY I/2 " ISOLATION a : o�: ov. ° o•: oa•.° • o•: os•. ° •o�: or. S,v RE��S •
G . CENTER ALL FOOTINGS UNDER WALLS , COLUAINS OR CRID LINES STAI.�PED ON EACH MEMBER . JOINT Oo°.O,�QOoo.O,�O0o9,OQ'pag,0,� �.
UNLESS OTHERWISE NOTED ON PLANS . ' � • ,, ,_��- � � � o � ,�Q, �� P SA�.:F.�
E . PLYNWp DECK AND /OR OR I ENTED STRAND BOARD . 8 4 " SLAB-ON-GRADE 'il I , , .�, y�: .`,�
WITH 6X6 W2.IXW2.1 W.W.F. 1 r-� : C
H . CONTRACTOR TO PROVIDE , AT HiS EXPENSE , FiELD DENSITY TESTS ON COMPACTED � • P�1EL THICKNESS SHALL BE AS SHONN ON THE DRAWING . APP� ICAi10N SHALL �5 AT 2'-O" , �� : e X �
F I lL UNDER FOOT INGS AND INTER IOR SLA6S - ON - GRADE , A M IN IA�A1M OF 2 BE IN ACCORDANCE WI TH RECOMMENDAT ION$ OF THE AMER ICAN PLYNOOD VERTIGAL
REPRESENTATIVE TE57$ SHALL BE TAKEN FOR EACH FOpTING AND SlAB ON CRApE . ASSOCIATION , ^ °o ,
C,2)-a5 �; �.� '�.
2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE - j - � - � - + - � Z GONTINUOUS ' ""? `
I , NOTIFY SOILS ENGINEER W-IEN EXCAVATION IS COMT'LETED 50 THAT CONDITIONS MAY AMERICAN PLYNOOD ASSOCIATION AND SHALL MEET THE REOUIREMENTS OF F a5 AT 2 '-O " � '�: �� �''••
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . U . S , PRODUCTS STANDARD PSI , LATEST EDITION FOf2 P�YNqpp , ALL PANEL$ ' O�: oa. ° • O�; pe.° • D•; ov.° • 0•: or. HORIZONTAL �� •��
a• .OoP.O�Q'Oo°.O�O,'Oo°A,��Oo°.Q� : ::i/
NHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE (XXX'-XX"] � Q
4 , SLAB ON GRADE WEATHER SHALL BE OF THE ExTER10R TYPE . �5 AT 2 '-O " X I
3 . FOR FLOORING USE 3 /4 " TkG STURD - I - F�OOR SHEATHING GLUED AND NAILED a 8 . , MATGH VERTIGAL J �
A . THE PREPARATION OF THE SUBGRApE FOR THE SLAB ON GRADE SHALL BE IN STRICT WITH tOD NAILS Ai 6 ° ON CENTER ALONG PANEL EDGES AND AT 12 " ALONG REINFORGEMENT b
ACCOf2DANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE . THE iNTERMEDIa.7E SUPPORTS .
-m=iii a5 AT I '-4" VERTIGAL LEGS ALTERNATE
ONTRnCTOR SHnLL DIRECT QUESTIONS REGnRDING THE SUBGRADE PREPARATiON 4 . EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2 " EXPOSURE I PLYNOOD OR j�=n= , - SI�ES
REQU IREMENTS TO THE GEOTECHN ICAL ENC INEER . OSB SHEATH ING NA ILED AT 6 " Onl CENTER ALONG PANEL EDGES . "'=' !PIII � ° AND HORIZONTAL
5 . FLOOR AND ROOF SHEATHING SHA� L BE INSTALLED WITH THE FACE GRAIN �ITI • � � PROJECT: 7271
B . MOVEMENT OF THE SlAB ON GRADE AMY CnUSE DAMnGE TO nNYTHINC CONNECTED PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED , -
TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATION 6 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND �Q "
DETAILS FOR PqRTITION WALLS , BASEBOARDS , PIPINC AND OTHER ITEMS MAY BE GROOVE PANELS OR SOLID NOOp BLOCKING SUPPq2T5 . I� o (2,_a5 A R RI G O N I
REQUIRED . REFER TO THE APPROPRIATE DRAWINCS OR CONSULT WITH THE a -� GONTINUOUS
RESPONSIBLE MEbBER OF THE DESiGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH F . LAMINATED VENEER LUMBER MEMBERS SHALI HAVE THE FOLLOWINC STRE5S Z �� �Ti�T
THE SIAB ON GRADE AND OTHER PORTIONS Of THE SUPERSTRUCTURE . CAPACITIES: FB = 2800 PSI , E = 2 , 000 , 000 P51 , FC = 750 P51 , FV s 285 PSI . BUILT UP � R ES I D E N C E
5 . CONCRETE MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS ' � ^ � � � I � � �
RECOMdENDAT IONS . CON7RACTOR SHALL HAVE THE OPT ION OF US ING 3 1 /2 " OF2 ' �5 AT I '-4" X � �� I 722 G E N EVA D R
5 1 /4 " WIDE MEb8ER5 . a 8
A , ALL CAST - IN - PLACE CONCRETE SNALL BE AAADE WITH TYPE I / I I PpRTLAND CEMENT , fV 3/4" = I '-O"
STONE AGGRECATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: 10 . NON - STRUCTURAL E� EMENTS 6
CIXJCRETE ITEM F 'C MIX TYPE MAX W/C RATIO % AIR REQ . A . ELEMENTS SUCH AS NON - BEARING PARTITIONS , ETC . ATTACHED TO AND /OR CXXX '-XX"J [XXX'-XX"] LOT I IA
SUPPORTED 8Y THE STRUCTURE SHALI TAKE INTO ACCOUNT DEFLECT IONS AND PREFABRIGATED EXTERIOR
FOOT INGS 3000 ps i S7D - - - - - - OTHER S7RUCTURAL MOVEMENTS . � ar � STUD YJALL WITH SHEATHING
FOUNDATiON wALLS 3000 psi STD - - _ _ _ �3�_#5 • a e o MATTERHORN VILLAGE
INTERIOft SLABS ON CRADE 3000 psi S7D 0 . 50 8 . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET 2X6 TREATED
INTERIOR STRUCTURA� SLABS , ALL CODE REOUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE GONTINVOUS , • a � • �,
- PLATE WITH �,� ��m FILING NO I
XTERIOR CONCRETE ( • • ) 4500 psi STD 0 . 45 6 % - 8$ ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL 8E CONSIDERED - � = X 10" ANGHOR BOLTS °
UNRESTRAwED UNLESS OTHERWiSE NOTED . ~� ��� m � � � i��
+ • MAXIMUM SLUMP SHALL NOT EXCEED 4 " . RE: PLAN _� �2�-�5 VAIL, COLORADO
_ __III AT 2 '-O"
1 . ENERAL J� GONTINUOUS
6 , IF CONCRETE SUPPLiER PROPOSES USE OF FLYASH HE SHALL PROViDE ONNER WITH a
LETTER INDICATING COST REDUCTION AT TIME OF BID . THE MOpULUS OF ELASTICITY A . ENCINEER 'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . S � C T I O I V, � 1� ,
OF A� L CONCRETE SHA�L EXCEED NC1 . 5 33 �/F 'C (OR 57 , 000 �/f 'C NORIA,4L WEIGHT
CONCRETE ) , B . VERIFY ALL OPENINGS THROUGH F�OORS , ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS AND 3�`F�� ° � �-�" s
C . CONTRACTOR SHALI SANCUT OR TROWELCUT JOINTS IN SLABS ON GRADE , JOINTS REW IRED CONNECTION$ ARE CONTRACTOR 'S COMPLETE RESPONS � a � � � TY . G E N E RAL N OTES
SHALL BE SPACED 12 FEET AND SANCUT OR iROWELCUT 1 /4 OF SLAB DEPTH X 3 / 16 "
WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT THROUGH C . PRIOR TO INS7ALLATION OF MECHANICAL AND ELECTRICAL EW IPMENT OR OTHER a "
JOiNT , ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER �S APPROVAL Of CONNECTIONS PREFABRIGATED INTERIOR AN D STRU CTU RAL
AND SUPPORTS SHALL BE OBTAINED . UNLE55 SPECIFICALLY DETAILED ON � WALL PANEL o5 AT I '-b "
D . SLABS , TOPPING , FOpTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTqt STUD PAGK GOLUMN �/E RTIGAL AND D ETAILS
Q HORIZONTAL PLANE . ANY STOP IN CONCRETE NORK MUST 8E MADE AT THIRD POINT OF SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC . , REQUIRED FOR INSTAL �ATIqJ OF IN WALL HORIZONTAL
� SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE FiIS ITEMS , i a
�� SHONN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE
ENGINEER . D . PROVIDE ALL E�+EEDDED ITEMS IN 57RUCTURE AS NOTED ON ARCHITECTURAL , 4 " SLAB-ON-6RADE REINFORGEMENT
° MECHANICAL , ELECTRICAL AND STRUCTURA� DRAWINCS . MISCELLANEOUS EMBEDDED WITH W,W,F RE � PLAN
�° E ALl CONCRETE NORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE ITEMS AND ANCHOR BOL7S SHALL BE FURNIStiED 8Y STEEL SUPPLIER AND INSTALLED � I e ° SLIP SHEET
WITH ACI BUILDING CODE 318 LATEST EDITIIXJ , UNLE55 NOTED OTHERWISE . USE BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A34 . #5 AT I '-4 " X J
STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED . ALL EXPOSED EDGES OF
� CONCRE7E NORK SHALL HAVE 3 /4 INCH CHAMFER . E . PROVIDE ASPHALTIC MASTIC - COA7INC ON ALL SiEEL AND NOOp EXPOSED TO EARTH . 4" SLAB-pN-GRADE
. 6 . REINFORCEMENT ■ - ; = ■ � ■ a ■ � x - :
WITH W.W,F.
F . WATERPROpFINC . VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE AS SHONN ON THE Z � ' ^
� � A . ALL REINFORCING SHALL BE HICH - STRENCTH DEFORMED BARS CONFORMINC TO ASTM ARCHITECTURAL DRAWINGS ANp AS INDICATED IN THE SPECIFICATIONS . Q .••o :�O � O x a� ',• . ° •O.: od•.
� a 0°.00� .�. . � . .0 a0o•°.Q a .
��' A615 , GRAOE 60 EXCEP7 TIES , STIRRUPS AND PLATE ANCHORS WiICH SHALL 8E - I - 11 = If � ■ ..� .�_ „ �. R _ � _
DEFORMED BARS , ASTM DESICNATION A615 , CRADE 40 OR ASTM A706 GRnpE 60 . H , ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EX7ERIOR = ° a - - - - '
WALLS AS SPECIFIED IN SECTION 1405 Of THE INTERNATIpNAL BUILDING CODE , ro�: oe.° •o•; oe. ° • O�: o•r.° • 0•: oe. � � • 0
y B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE (XXX'-XX") opQ'poopQ�poop�Q�pop �
m LAPPED ONE FULI. MESH A7 SIDE AND END SPLICES AND WIRED TOGETHER . � I ��I�II I�II„ I �I � i i�11�,
a� I . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND _�
C , REINFORCEMENT PROTECTION; ARCHITECTURAL DRAWINGS . 4" RE � PLAN 4" m V O - ° ° , . 1 -
g t . CONCRETE PWRED AGAINST EARTH 3 ` �III � (2)-+�5 GONTINUOUS
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� 3 . COLUMN$ AND BEAMS ( TIE BARS ) � - � �p " �III-II �
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`� �.� � . -�1 � � ��� � ��� ��� -� � � \ � V / �
a � � ��1� �� _ , � . � - � ; � � �/ � '�-_- ( + �� Under�round �utomattc Irrlgatton 1722 GENEVA DR.
' , � . � .
� / � . - � � ' � ; �� � .� � ��� �� � � ; � � � \ � ,� \ / All ereae daetynated ae Perannia! Grouncicovere�loware/SFrub Bede
m __ ' ��� _ � = � � ,' � � - e �-n•�n � y MATTERHORN VIL� E
� W !-_.... /� ,f� s _ � . � - ehell be Irci ated w/ 12" hf n e a heade.
� � ; � � y��`- � � � � �" � _ � \ , All new tree end eFrub plantfnge not wIlhin bede � ��
� � � i '�o�g � � --� � " � � i �' \ , ehell be drip ircigeted. All netWe eeed ereae eFall be temporarily
\ r VAIL �
, � � � r ( � ��� \ � \ Ircigated ueing a combinetlon of rotore and epray lnade � � �
m , � . ,� �, ' ^ ,- ��� � �. % u � j' i untd eetebl�ehed lapprox one yearL � � I
�°, _ . __ . , � \ �m . \ � p� � e � COLORADO p
0 �. \ ('/ \ � / � Totel 0m SF Lawn Area ound frci ation• y•
m > � � V��IIIIV�, � \ �o \ �om � �
a � . E aT� � E � � _ �c � $ \ - 100 3F Perennlal Cxoundcovere/Flauze/SFrub 5ede = / �
� � .� � p � . �� - Dr�p irrigatton to new ehruba a�d veee � �d
`d
o _ � � \ � \\ � - 5fd00 5F Netive graee temporary Ircigatlan F„� � �
m �IY(��,,` � � \ �\ / � _ �
N � � � \ ' � i � Temporarc� Frosion Gontrol � i
� \ . � .°draw bela etltatlon bmme eheil be utllized during tM � i
N ��m � � / � � \ � ,"� __ i \ conetrucllon and lgandecepin� pertode. Berme ehall be
� L�T � (� `__- - - -- - -- -- --r"\� � � Iconvor off a'�d ehal be Inetalled prlo�uired io ,
� _ ' • � � — `° °�"�"°'°" LAI�J � SCAPE PLAN �I
m � - - - - - _�� \ -- �"- Weter dtee�paf.ere eFall ba IneWlled e! im.ervale In
°' � /�, ^V � / � 1/ // / � �. �+ y � � _ _ - — — — - � ' �"� C - \ �� , \1 � TM e1Gant ector' ehel be r po�n ble for preverki�g _ I
� I ' r 1/� / A �C' (.�, j� �J�\ U° `. � _ . _ � .. �___ \ / the releaee of eedlmdR Iaden wetm 4Yom fhe � '
\J\ � � Ul �J v ••1'' (� (y � � -� II i
m �"o� I �� 1 � � � � J O V � � V l/�� V � J — I I � � %7 � ` - - — \_ �l- I, \1 `� ^ / aco�Fnthe Owner�kor �nepmc��ehould pr blemeoccur. II
v �i . � � ��� �L . � � �- ' � �� C f_ - �� � � � � � � i � � / A il
cUi� /yp � V� �n "� � � Ll�''����� � � � � � �.
� � / � � � 1.' ��,� � � �� \ �" ModerateDebris � - � � �r�tl�.Ct. T�I� NC1t.urC7 � F�iC� tUl"��J �
¢ �- North Flow Area LOT 1 % ��� p y '
1 The area of di Ion wfll be com letnl fenr,ed to /�
Q - . , _ - _ - \ protect eurrounding undisturbed vegetetton. The ereae � ' • � )
i which ara not lanclecaped bui wif.hin the dtsn,ption zo�e �
E m m Zm 90 t....- -- � � will ba revegetated to match ths naturel vegacatlon. �'
m - � - All exleiing veee deelgnaied to remetn will be eurcounded wiW
n- enow fenes Inefalied et the drip Ilna The fanelr� wlll remeln �
e � SGG� � �..° : � � � _ � � � � -- tFrough the entfre conevuctton period. �
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i / -
i
34'-8 3/4" I 2'- 10" i 35 '-8 3/4 " 10'-3" P O S T O F F I C E B O X 1 6 2 4
-7! - - - - - --- - - - -- - - -- - - -
i AVON COLORADO 81620
' 3 '-O" FOOTING
STEP I T970 949 3302 F970 949 5121 r7�
52.0 52.0 WWW . SRIARCHITECT . COM U
22 '-O I/2" ' ,
- - - - - - - - - - - I I I
r- - - - - - - - - - - - - - - - - - - - - - WALL - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "^� - - - - � l
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�i I _ STEP �I � I 53.0 .
� _ _ _,�" - J � � O WALL I O
I � / ��� �'�R 0 y. t,,,,,i--^� Q I ;� i � STEP I N
� �� �93'-b "� '� N � �93'-8 ..1 � �qq ._q .,� I � - - -� - - �-
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TIMBER
2 '-O" ' 6 " TOP OF I 4 SLAB-ON-GRADE �� WA�I �� -� i GOLUMN
� SLAB � WITH 6X6 W2.IXW2 .1 W.W.F . � , �
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.� , m I µ
, _ � b '-2 3/4" I �
I a PREFABRIGATED 1�' r y [R _ - - - - - - - - - - - - - - - - I ' � �
4 WALL PANEL � i ,
` 52.0 I /� � � 6 � � r � - - _ r - I � �D � �
� � ` � � � 8 53.0 T � :� � I , Q I
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� I 53.0 � � � - ,•- - - - - I - - - - - - - - - � a I v �'', _
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%� STE � � Ha'-O � . � �.. 20'-3 3/4" '-O" � I � ,? � � lryy
'� I / 4 SLAB-ON-GRADE I I , .. I �
� � WITH bXb W2 .IXW2.1 W.W.F . 8Q '_o" }
y Y TOP OF I I � - r 1 � I u,ul �
E � � I I 2 _ ° SLAB � - - -1 ' I TOP OF I �
� �
I ?I I - I � - , SLAB � I 52.0 DATE ISSUE
.t`� � �. I ^ i � WAL�L ' . � 2 - 10" i -� -- � - � ��� ', 4 " SLAB-ON-GRADE \ I I
p� r 2 � � 5 I I I � I �- � _ r 3'-6"x3 '-o"xi2" WITH 6X6 W2 . IXW2.1 W.W.F . \ � � i 03-06-07 PRICING
FOOtING WITH
� ' S30 I � � ^ 53.0 � � I I , � -/� -J � - (3)-�+� EAGH WAY � I i 03-07-07 PERMIT
�� � � d � � � ��, � '-� ��� . � I
�+ ' -- r. �^.'°°- ' , . .
f 0 I O B3'-6 " WAL ��, I I �J ,. � , .r.., m �; I , I , OS-21 -07 REVISION i
`" �,.< � u �� WALL ,y' y� I -I �. . _ „��'°���''� I s'- I b - WALL -� WALL WALL WALL - WALL TIMBER
� � � � ` I'`� ��STEP �� I I I f��� �. W�� �, I I � � STEP �,STEP STEP STEP � STEP � � WALL � I GOLUMN
� � I � STEP I ' I � STEP I I �' � I �� STEP i
m . I � �° .. - I _ TOP OF � .. , " � . ! � I
� I - � (b0 ' O") SLAB � � (b3 ,_4 ,� I I (85 -O ') � � -
" � - - = ,�,s,.� - - - - - - - - - - - '- - - - J �rt- '1 - L - - - - r- - - - - - \ � - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - � - - -
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` - - - - - - � -� � - - - - - - r - - - - - - - - -".y � - = ' - - �' ' - -;- - - 1 - r -
L83_-8 I/2") I82 ' 10 J - - [. 0?' .. . _ .,.. . [b9 ''O"1 Q� Ib �_4��1 [89 O") I88�_4•�� �41 •_c�} � [aq �_q �� � �/ Q 2
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,. � _ ,� ,. . � � i i
... � . . .. e ry .�� Jc� , ry
3'-I " I6'-O I/8 2 '- 10" ,. ,' 21 '- 10 l/8" t 6'-4 I/2 " '_ II /4" 3'-4 I/2 " 8'-6 21/64" 8'-2 2�/64' T
- � -- -
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���. , .,r �� ........' ..�..__.- . ..: ,� ,. , . �'�. .. �! � � M. _ ....POOTING � . .,� ..�+FOOTING --� I 3 ,��� .� �I\FOOTIt�,�.o.✓t�.. .�_'.`. .
STEP � - STEP �. . � ._, �'
53.0 53.0 53.0 53.0 Q 53.0
FOUNDATION NOTES : PERMIT
I . DATUM ELEVATION IDO'-O" EQUALS 8090'-6 " U.S.G.S. AGTUAL ELEVATIDN. 8. PLAGE SLAB ON GRADE ON STRUGTURAL GOMPAGTED FILL OR „ ,, ��Pf�7�J'`� r� ,�� ��,P�rt�p�nt
FLOOR SHEATHING ELEVATION. NATURAL GRADE AS OUTLINED IN SOILS REPORT. COn.,m��l(y D0V0�Opm' � .. - ,� -- ^ fJICES
2. (XXX'-X "] INDIGATES TOP OF FOUNDATION WALL ELEVATION. 9 . UNLE55 OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THIGK I E3uilding Safzty ��`� 1n"�'=r� � - �
3. (XXX'-X") INDIGATES TOP OF FOOTING ELEVATION. WITH bXb W2 .1 X W2 . 1 WELDED WIRE FABRIG. � � I I I\ I � � � I � � � L � � `�
I 6e� �l ��� - -I
10. PROVIDE GONTROL JOINTS OR GONSTRUGTION ..IO� NTS AS SHOWN -_ „_� g�}�d�p9COdEl��ten1811or.' 1 �- � �� � _ . �
4. GoNTRAGTOR 5HALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS � ' _ r2nung �f � � - `'�. , . � . -, :,t MARCH 7, 2007
ON FOUNDATION PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT i/4 " = i '-O" -,;�, The issuanco or 9 � ` �,,. . .
REPORT. EXGEED 100 FT ? CVy , rovalcf, c �Y c' t , �
_; a permit tor, or zn aother ordinanc� ` , �„
5. GONTRAGTOR SHALL PLAGE (3)-�5 VERTIGALLY FULL HEIGHT OF II . GONTRAGTOR TO GOORDINATE ALL DIMENSIDNS AND DETAILS ��'` �� � � - � ;;� cfthiscodacrofany t� `,;�i��� c; .-= ` �
WITH ARGHITEGTURAL DRAWINGS AND PREFABRIGATED BUILDING DRAWINGS. fl� �f �V, �. ;� p;�suming �o9'°ca0��o`iiy ' : _� '„1
WALL AT HIGH SIDE OF ALL WALL 5TEP5 HIGHER THAN 4'-O" IN Y
ADDITION TO WALL REINFORGEMENT SHOWN OTHERwISE . I� ��- " ' �7 �� a�e«���� - - � "
I � . GENTER FOOTINGS UNDER WALLS AND GOLUMNS UNLE55 P����-'.'':��t�� ��^� cfa (%-�T°t '�"^'� C� `� �� . . � r3 � "
-, • .., �� _ ..
6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF y�:l;['. '� �- '•-"° � . � � � � .
PLYWOOD FLOOR SHEATHING. DIMEN510NED OTHERWISE ON FOUNDATIDN PLAN. �,,,. , � � . � � . � " � "� � . . , . � �
13. REFER TO ARGHITEGTURAL DRAWINGS FOR 5TAIR FRAMING DETAIL9 c` - � ; ��; of, . _ .
l . FODTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO AND LANDING SLAB ELEVATIONS. t�� � �� �
BE LOWERED DUE TO SOIL GONpITIONS. VEI¢IFY GHANGES WITH . � � � � �� � �� � ��
STRUGTURAL EN6WEER. 14 . ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER C �,� � DATE� -��� � I � 'y��_�
ARGHITEG7URAL LANDSGAPE PLANS, DETAILS AND ELE�/ATIONS. � - �'"' - - � �.� �
SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLE55 ��""�' L•���'�I�IV��� " '
NOTED OTHERWISE . � � („A �� � � �� /�
t
GONNEGTION GONNEGTION
RE : MANUFAGTURER RE : MANUFAGTVRER
I I/2" X b i/2 " I I/2 " X 6 112 "
2x4 (I I/2 "x3 I/2 " 2x4 CI I/2 "X3 I/2"
TREATED 91LL TREATED SILL PLATE TREATED 91LL TREATED SILL PLATE
WI7H V2"mXlO" I � / � [XXX'-XX "] w� TH I/2 "mXlO" ANGHDR WITH I/2 "mXlO" [XXX'-XX "] �"�ITH I/� "mXlO" ANGHOR
� ANGHOR BOLT BOLT AT I '-6" ANGHOR BOLT BOLT AT I '-6 "
a.r z �_o° 'i i � � N a,r 2'-0" � '� / ry PROJECT: 7271
� '
�- . �
PREFABRIGATED PREFABRIGATED - - - ARRI G O N I
. EXTERIOR STVD WALL EXTERIOR STUD WALL - (2)-�5 � �t� � l � � -- (2)-tt5 �
WITH SHEATHING �XXX'-XX "] WITH SHEATHING I [XXX'-XX"] ( .;`;:_.y� '�yys�.�� WATERPROOF �' � �,. '� � i ;�,� ��.�°' ,'�.- WATERPROOF � RESIDENCE
j MEMBf2ANE r � � � MEMBRANE r
� --
� 3 I/2 "- ° d � 6 I/2 " 3 I/2 " I �' Q � 6 I/� " �
2X6 TREATED - 2X6 TREA'rED - - I I/2" RIGID INSULATION '�L ° - I I/2 " RIGID INSIJLATION I 722 G E N EVA D R
PLATE WITH I/2 "m PLATE WITH I/2 " m
X 10" ANGHOR BOLTS ° X 10" ANGHOR BOLTS ° a LOT I I A
-- (2) -tt5 I (�J-#5 , � a5 AT I '-4" . a5 AT I '-4 "
-III- AT 2 '-O" - 11=111111111 � AT 2'-O" •� ° HORIZONTAL ° � ° HORIZONTAL
��_���-��� �oNT� N�o�S GONTINUOU5 • ° � a MAl7ERHORN VILLAGE
1=11Lil1f�i�=� - 1911i:IJ�illl.-
I-11 a 1-1.1 : - 3 I/4 "
=111- �iIL- . _
1-1 V. 1-1I I. 2 �� - 2 „_
' � ' - - 3 ��4 �� FILING NO I
< < �5 AT I '_4" _ ° � �5 AT I '_4" °
�+5 a.T i '-o" - +�5 s�.r i '-O" - � �"`5�X,, 3'-O" AT I '-4" tt5 X 3'-O" s�T I '-4"
VERTIGAL ANO �ERTIGAL ANO ° �•-_�/" V � '~ � F./ ~��\ ,y�-�--...,, P,.�, � VAIL, COLORADO
HORIZONTAL HORIZONTAL e+� � ' ''��.~-�� �� � �e •a "` ""���� ���'�' �l���'
� 'R�' et,+" '�' < �J`� ',� �� ``.i
r°� „ 10" GONGRETE WALL a � 10" GONGRETE WALL �
° ° ° ° �'� FOUNDATION
� 2 �� � a # - 2 �� - , a �`��� � � ao, p5 AT 12 " O.G . _iI � 'e tt5 AT 12" O.G . iI �e
5 AT I '-O" HORIZONTAL 5 AT I '-O' HORIZONTAL I„
i
� GLR. SLIP SHEET I � GLR. SLIP SHEET \ OL OL a„ � ���
tt5 AT 12 " X J -� -- � � b5 AT 12 " X J ! � �. • ° qqq
a . � . _ IOa � ,_p„ _ IDa _ I '-O" � _
4" SLAB-ON-GRHDE 4" SLAB-ON-GRf}�E
8" WITFi W.W.F. 8" °a WITH W.W.F. �
a �� ,�
�5 AT 12 " EAGH WAY �5 AT 12" EAGH WAY � SLIP SHEET a SLIP SHEET a° �5 AT I '-4 " O.G . A C/
a �`� „ " ., " � tt HORIZONTAL � � � � � p � i' �
5 AT I '-4" O .G.
N - K -► � �--s- ra- x �- y - � - _ � a -a �d� - :-� � - � - HORIZONTAL
\ � \ a � �j 4" SLAB-ON-GRADE � 4" SLAB-ON-GRADE d�
'n ry J � . 0�7 �:;. ° • O�. �e.° ^O�: oo. ° • O�Coa ry J � 6 � O�: �e.° • O�: oo. ° • O�: oo. O�: oo. �� WITH W.W.F . WITH W.W.F. � �� `J��
`" V ��.��\ )°'� � p o 0 o V � (��° o 0 0 \ (XXX'-XX"J (XXX '-XX"J I C
.�_ o .0 �Ou. .O,�'Qo. .O,��'Oo;,.O,� \ '°Oo`. .Q JOo. .QnO°Oo. .0,��00;,.0,� � �^ � ? ri �
rpO � ,_ . I �j I�i=� II 111=� ��
N - • cl ° �� Il�� li�� 6 V � ����IP�� � �� q � i � x " � �� e � j � Y " �
� � � 'a ' ° y a , c _ ° a a - 1 . . . . , l, / > 'Z �
a /
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�n �IIII- • � ° --:� (2)-�5 GONTINUOUS �III�` " ° ° " �. . _ . ,, a a C2) -�5 GONTINU0�6 n�•°_o0��,0.4oO1��,0,�o��Y7�U.4uUY )�,0,4oO�n,0,460���;.'oCC� 0,4oC' y . ` ,
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N , S� �f'� • EAGH WAY • _ ° _ � EAGH WAY II _ ° _ _ --fl '\ � i-]
h ��
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n � 8�� � 10�, I 4,_�„ 8�� �p.. 4 ._p�� :
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DOUGLAS MILLER DECHAM ARCHITECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITEGT . COM
��
' 1
DATE ISSUE
12-22-06 FINAL DRB REVIEW
LOT 11A , FILING # 1
MATTERHORN VILLAGE FINAL DRB REVIEW
1722 GENEVA DRIVE
EAGLE COUNTY , COLORADO NOT FOR CONSTRUCTION
DECEMBER 22, 2006
�
FINAL DRB REVIEW
DECEMBER 22 , 2006
.
PROJECT: 0527
�
ARRIGONI
RESIDENCE
1722 GENEVA DR
LOT I I A
MATTERHORN VILLAGE
FILING NO I
VAIL, COLORADO
COVER
�,� fir` A �► LG �
� ��
A0 . 0
JAN 15 2001
G E N E � L N OTES PROJ ECT D I RECTO RY �����5 MILLER DEGHANf ARCHITECTS
SHEPHERD RESOURCES INC / AIA
I . ALL DISTRIBUTIONS OF THESE DRAWINGS BY THE GENERAL CONTRACTOR SHALL INCLUDE ALL ADDITIONAL P O S T O F F I C E B O X I 6 2 4
DOCUMENTS ASSOCIATED WITH THIS ISSUE. THESE DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, PROJECT ARCHITECT LANDSCAPE ARCHITECT
MANUAL, SPECIFICATIONS, AND DETAIL MANUAL. FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SHALL BE DOUGLAS MILLER DeCHANT ARCHITECTS A V O N C O L O R A D O 8 I 6 2 0
Dave Beadle Landscape Archicett
DISTRIBUTED WITHOUT THESE DRAWINGS. Shepherd Resources, Inc / AIA 5543 Bitterbush Way T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I ��
37347 US Highway 6, Suite 102 Loveland, CO 60537
2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHITECT PO Box 1624 (Phone) 970.663.4170 W W W . S R I A R C H I T E C T . C O M
RESERVES THE RIGHT TO TAKE EXCEPTIONS TO APPROVED METHODS AND MATERIALS NOT REFLECTED HEREIN. Avon, CO 81620 (Fax) 970.663.5229
(Phone) 970.949.3302
3. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTSMANLIKE MANNER TO THE SATISFACTION OF THE (Fax) 970.949.5121
OWNER.
STRUCTURAL ENGINEER SOILS ENGINEER
4. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH Monroe & Newell Engineers, Inc. Keochlein Consulting Engineers, Inc.
SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE PO Box 1597 12364 West Alameda Trail, Suite 133
FOR THE CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION OF THE PROJECT. Avon, CO 61620 Lakewood, CO 80228
5. DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED (Phone) 970.949.7768 (Phone) 303.989. 1223
OTHERWISE. (Fax) 970.949.4054 (Fax) 303.989.0204 ��
6. � DENOTES A DOOR. REFER TO PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE.
x
7. DENOTES A WINDOW. REFER TO PLANS, SECTIONS, AND ELEVATIONS FOR WINDOW LOCATIONS. REFER TO
O WINDOW SCHEDULE.
8. REFER TO DETAIL MANUAL FOR ROOM FINISH SCHEDULE.
9. COORDINATE ELECTRICAL AND MECHANICAL WITH STRUCTURAL FRAMING.
10. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO PROJ E CT I N FO RMATI O N
TOILEfS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, "
CABINETRY, COUNTER TOPS, STAIR HANDRAILS AND FALSE BEAMS.
PARCEL NUMBER 210312312035
I I . CONFIRM DATUM INFORMATION WITH CIVIL PLANS. LEGAL DESCRIPTION: LOT I IA, FILING I , MAlTERHORN VILLAGE
CLASS OF WORK: N�
12. ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED. TYPE OF CONSTRUCTION: TYPE V-N
TYPE OF OCCUPANCY: R3 (SINGE FAMILI�
13. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOR PLANS TAKE PRECEDENCE. LEVELS: 3 I /2 STORIES INCLUDING BASEMENT
HEIGHT: 32'- I 0"
14. ALL ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING. THE SPRING LINE OF THE ARCH IS PARKING: 4 SPACES
LOCATED AT 7'-0" AFF, UNLESS NOTED OTHERWISE.
FIRE SUPPRESSION SYSTEM: NO
I5. WOOD/TIMBER MEMBERS NOTED AS "ACTUAL" REFER TO THE ACTUAL FINISHED DIMENSION OF THE MEMBER. FOR I -HR FLOORlCEILING ASSEMBLY: N/A DATE ISSUE
EXAMPLE: "4X12 ACTUAL" REFERS TO A MEMBER THAT MEASURES 4 INCHES WIDE BY 12 INCHES DEEP. MEMBERS NOT I -HR WALL ASSEMBLY: N/A
NOTED AS "ACTUAL" REFER TO THE NOMINAL FINISHED DIMENSION OF THE MEMBER. FOR EXAMPLE: "4X 12" REFERS TO 12-22-06 FINAL DRB REVIEW
A MEMBER THAT MEASURES 3 I /2 INCHES WIDE BY I I I /4 INCHES DEEP. REFER TO SPECIFICATIONS FOR SURFACE BUILDING LOT SIZE: 228 ACRES (9,932 S�
TEXTURE AND FINISH. SITE COVERAGE (FOOTPRIN�: 1 ,986 SF (20.0%)
16. INSTALL PERFORATED PIPE PERIMETER DRAIN SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM AS REQUIRED. REFERENCE IMPERVIOUS COVERAGE: 1 ,663 SF ( 16.7q)
SOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLIGHT. ALL DOWNSPOUTS GRFA W! LOWER LEVEL REDUCTION: 4,044 SF (INCLUDING GARAG�
ATTACHED TO DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE . ��E��R� _ _____ _ 7,550 SF (63.3%)
17. TYPICAL OFPSET OF INTERIOR DOORS IS 6", UNLESS AT END OF CORRIDOR � -�+� �LCULATIONS -' -� _
(WHERE THEY ARE CENTERED),OR UNO. � ' �
UPPER LEVEL PLAN: 1 ,295 SF j
I8. ALL WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF UNIT, UNO. MAIN LEVEL PLAN: 1 ,618 SF `� �
ABBREVIATIONS �� LOWERLEVELPLAN: �o �� � SF �� ,��,ud �,,„� �
\\ TOTAL LIVABLE SQUARE FOOTAGE: -{+tfr SF LOt� N ( S � (y�D'1�5,�
ABV ABOVE GL GIASS, GLAZING
�- - 3,5 � 5 s.t. T�ra�. G�,=a
AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD � POINT GARAGE: 529 SF
(A) ACTIVE HDWR HARDWARE QT QUARRY TILE GROSS SQUARE FOOTAGE: 4,645 SF
RE: REFERENCE
AC ACOUSTICAL HDR HEADER REF REFRIGERATOR
ADD ADDENDUM HVAC HEATINGNENTILATING/AIR CONDITIONING REQD REQUIRED
ADJ ADJACENT HT HEIGHT RESL RESILIENT FINAL DRB REVIEW
ALT ALTERNATE HP HIGH POINT REV REVISION I N D EX O F D RAW I N G S
ALUM ALUMINUM HORZ HORIZONTAL R RISER
ARCH ARCHITECT (URAL) HB HOSE BIB R & S ROD AND SHELF
BASMT BASEMENT HR HOUR RD ROOF DRAIN
BRG BEARING INCL INCLUDE (D), (ION) RM ROOM AO.O COVER NOT FOR CONSTRUCTION
BR BEER ID INSIDE DIAMEiER RO ROUGH OPENING
BIT BITUMINOUS IBC INSTALLED BY CONTRACTOR R/5 ROUGH SAWN AO. I PROJECT INFORMATION DECEMBER 22, 2006
BLDG BUILDING IBO INSTALLED BY OWNER SHLDR SHOULDER TOPOGRAPHIC SURVEY
B O H BOTTOM OF HEADER INSUL INSULATION SIM SIMILAR
CPT CARPET INT INTERIOR SPEC SPECIFICATION (S) A I . I SITE PLAN
CSMT CASEMENT KIT KITCHEN SQ SQUARE AI .2 LANDSCAPE PLAN
CLG CEILING LAM LAMINATE SF SQUARE FEET
CT CERAMICTILE LAV LAVATORY STD STANDARD AZ.O LOWER LEVEL PLAN
CLR CLEAR (ANC� L LENGTH STL STEEL A2. I MAIN LEVEL PLAN
COL COLUMN LTL LINTEL STN STONE
CONC CONCRETE LVL LAMINATED VENEER LUMBER STRUCT STRUCTURAL /�2•2 UPPER LEVEL PLAN
CMU CONCRETE MASONRY UNIT MFR MANUFACTURE (ER) TBD TO BE DETERMINED A2.3 ROOF PLAN
CONT CONTINUOUS MO MASONRY OPENING TC TRASH COMPACTOR
CUST CUSTOM MATL MATERIAL TEL TELEPHONE A3.0 EXTERIOR ELEVATIONS
or� DEfAII M�vc MAXIMUM TV TELEVISION A3 . 1 EXTERIOR ELEVATIONS �
DIA DIAMEfER MTL METAL T & G TONGUE AND GROOVE ` � w `
DIM DIMENSION MECH MECHANICAL T O B TOP OF BEAM -\` O �
DR DOOR MC MEDICINE CABINET T O C TOP OF CONCRETE SLAB � �/�\i
DWG DRAWING MIN MINIMUM /\ x( ��
T O F TOP OF WINDOW/DOOR FRAME r v �
ELEC ELECTRIC (AL) MIR MIRROR T O P TOP OF PLYWOOD � `
ELEV ELEVATION MISC MISCELLANEOUS T O S TOP OF STEEL `�
EQ EQUAL MNT MINUTE T O W TOP OF WALL
EXIST EXISTING NA NOT APPLICABLE TB TOWEL BAR
EXT EXTERIOR NOM NOMINAL T TREAD PROJECT: 0527
FOS FACE OF STUDS NIC NOT IN CONTRACT TYP TYPICAL
FIN fINISH NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE ARRI G O N I
FF FINISHED FLOOR OPG OPENING VERT VERTICAL
FP FIREPLACE OPP OPPOSITE WC WATER CLOSET RES I D E N C E
FLR FLOOR (ING) OPH OPPOSITE HAND WP WATERPROOFING
FD FLOOR DRAIN OD OUTSIDE DIAMETER WPM WATERPROOFING MEMBRANE I � � � T �p��
FTG FOOTING (P) PASSIVE WPT WORKPOINT v� ��'���Z" �'� �� ` ��A�' "'� `N"` — , 1� � r I 722 GENEVA DR
FND FOUNDATION P PAINT WWF WELDED WIRE FABRIC � � � � Q,FJQJC.�D I� �C �j , �j � y� '
FBO FURNISHED BY OTHERS PR PAIR W WIDTH, WIDE
GA GAUGE PVMT PAVEMENT WDW WINDOW /- � � r �� ' � 51�
GALV GALVANIZED PL PLATE W/ WITH �� � � T�TAV �Tt � �� LOT I I A
GC GENERAL CONTRACTOR PLYWD PLYWOOD W/O WITHOUT
"'� W��� � � � � � �J �� T�rn� ��n � �� � � MATTERHORN VILLAGE
DATUM REFERENCE PROJECT NORTH � FILING NO I
v � ��Jtu. T9� � C�,�a�t=/� � i �� �' VAIL, COLORADO
DATUM ELEVATION OF 100'-0" N THIS SYMBOL REFERS TO PROJECT NORTH. FOR ACTUAL ,n z�
EQUALS ACTUAL ELEVATION OF 8098'-6" ABOVE SEA LEVEL NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS. T� TA I� G v�f �1 - � 1� �O � �
� '� INDEX
COPYRIGHT RESERVATION
ALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT (DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD
RESOURCES, INC./ AIA HERE IN AFfER , "SRI") FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN REfAINED ARE INSTRUMENTS OF THE
ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THE SPECIFIC PROJECT, UNLESS OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL
BE DEEMED THE SOLE AND EXCLUSIVE AUTHOR OF SUCH DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL COMMON LAW,
STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON (INCIUDING, WITHOUT LIMITATION, ALL
EMPLOYEES AND/OR INDEPENDENT CONTRACTORS OF THE ARCHITEC�, WHETHER HAVING COME RIGHTLY INTO POSSESSION THERE OF OR
OTHERWISE, SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO ANY PROJECT NOR FOR THE COMPLETION OF
ANY PROJECT FOR WHICH THE ARCHITECT HAS BEEN RETAINED BY OTHERS, OR MAKE ANY OTHER USE THEREOF WHATSOEVER, UNLESS WITH THE
PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND
SATISFACTORY TO THE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING. THE ARCHITECT EXPRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN
ALL MATERIAL FOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN AND/OR CONSTRUCTION PURPOSES OF ALL PROJECTS FOR WHICH THE
ARCHITECT HAS BEEN RETAINED AS NOTED. THESE MATERIALS MAY NOT BE COPIED, MODIfIED, NOR EMPLOYED IN ANY WAY BY ANY PERSON
(INCLUDING, WITHOUT LIMITATION, AN EMPLOYEE ORE EMPLOYEES) WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE
ARCHITECT. THE FOREGOING SHALL APPLY EQUALLY TO ALL CONCEPT DRAWINGS, RENDERINGS, SKEfCHES, BIDS AND ALL OTHER WORK � O • I
PRODUCT OF THE ARCHITECT EVEN IN THE EVENT THAT THE ARCHITECT IS NOT ULTIMATELY REfAINED FOR THE SPECIF�C PROJECT FOR WHICH
SUCH MATERIALS WERE CREATED AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT.
(C) 2006 DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC. ALL RIGHTS RESERVED.
ALL ISSUANCES SHALL BE DISTRIBUTED IN FULL, WHICH INCLUDES BUT IS NOT LIMITED TO, ALL OF THE SHEEfS LISTED IN THE INDEX OF DRAWINGS
ON THIS SHEEf, THE DETAIL MANUAL, THE PROJECT MANUAL, ADDENDA AND ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS. PLEASE CONTACT
THE GENERAL CONTRACTOR IF YOU HAVE NOT RECEIVED A COMPLETE SET OF DOCUMENTS.
�
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. , . . . . . - . � ' _ _ _ ' _ __ _ _ - - _ . i . . �T_ _�.
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LOT 11 B �. ' g':' o.s
LEGAL DESCRIPT�ON FER STE'NAR' 'i'-_E m (o- ��JylO
GUARANTEE C0 . ORDER NG. 0408555fl � m L0�4D09N & ALUM C.AP ��Q ;L��
DATED 6/ ? t /Oa '� ��� ELEV=8085.66 ' � LG � ����
- '(�
ROCK WA�L - E�LECTRICD ` / �
� _ � . ur,E LOT 13 . c �Fs:
m
- BOS5A � m � 3 ' i Cp �E OF SURVEv: ' 2/07/OS
- APPROX HiGH � � 6 �� 2 � SURVEYOR MAS MADE NO WvESTIGATION OR INDEPENDENT TITLE SEARCH FOR
NAZARD DEBRIS '" EASEMENTS OF RECORD (07HER THAN PLATTED), ENCUMBRANCES,
�= 16�Z8�Z8� FLOW LINE � � RESTRICIIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, AMENDED PLATS,
RaSO.00� . _ 84 \ �� A - OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH
L 14. 38� '� M Mnv DiSCLOSE.
� ' M� � � 1 ?? NO�10E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGA�
T= 7. 24 � O� � � � \ "` 0- 3 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
C LENa� 4. .3.3� 1� \ AFTER YOU FIRST DISCO�ER SUCH DE`ECT. IN NO EVENT, MAY ANY
BRG=N 68�05�29� E �� E 8082 . 3 � .�, _ nCTION BASED UPON ANV DEFECT iN THIS SURVEY BE COMMENCED MORE
(MEAS) N 69''j2 ROOF \ - - 89 ` � / TNAN TEN YEARS FROM THE DATE OF THE CERTIFlCATION SHOWN
OVERHANG \ HEREON .
FOUND PIN dc REG PLAST'C CAP - - � � . �� � - � ;
� S 26626 8080. 7 � � � r., 41 2' pF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST
- {� ( �� ��. - / � 9ENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING.
/�.� �;� � � 2 STORY SMGLE FAMILY HOUSE
\ \ 51 BASIS OF ELEVATION: SEWER MANHOLE LOCATED AT WEST EDGE MATTERHORN CIRCLE
,X8078.9 �k8082, � � \ / ANC LuCERN DRIVE. INVERT EL= 8047.8'. MEAS RIM EL=8058. 8'.
�-`� � ` 0�3 �/ \� ? \' 0 . 3 6 ) BASIS OF PROPERTY UNE LOCATION: FOUND MONUMENTS MARKING THE EASTERLY PROPERTY L�NE LOT 11a..
� � ._ �'3 DUE TO THE LACK OF A RESUBDIVISION PLAT FOR LOTS 11A AND 118, THE VAGUENE55 OF THE
� . �
/ �� � '_ ENCLOSED AREA \ � � 0-5 LEGAL DESCRIPTION PER STEWART TITLE GUARANTEE C0. ORDER N0. 04035558, DATED 6/11 /04 FOR
PLqNTER � i � � � UNDER DECK \ - � �GT 11B, AND ERRORS W THE pLAT Of MATTERHORN VILL4GE, THE LOT DEPICTED HEREON IS THE REMAINDER
i �
' __ �� N \ \ 0.5 � OF THE P�ATTED LCT '� 1 PER MATTERHORN 'JiU�AGE FIUNG N0. 1 LESS SAID LEGAL DESCRIPTION FOR L0� ' 18 .
i �
� � ' ..,,, - 8081 . t �\ \ � , " _ '
��s \ / A /�� \` � . . � � � � 03 � _ 0. 5 7) BEARiNGS AND DISTANCES ALONG PROPERTY LINES SHOYdv HEREON ARE AS SHOWN ON
' THE SUBDIVISION PLAT AND FIELD MEASUREMEN �S ONLY. A BOUNDARY SURVEY WOULD
��� / �\ �.'� �� `1 � � . - � ��3 '�" � - � BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
�8071 . 9 FOUND PIN Qt ALUM CAP �%` 8077, 6x�� \�� `1\ � ^� \ / DECK \ \ � _ - _ SETBACKS, WHICH MAY VARY FROM THE PLAT7ED DIMENSIONS.
LS 551 �, \ ` n ( \ * 0.5
�� � /8075. 5 \\ �� 1, 0. 4 � > 1
8089.6 � :l�� = 0.5 � � 8) A PORTION OF TH6 �OT FALLS WITHIN A MOOERATE HAZARD DEBRIS FLOW AREA,
\� i � /� � � = � � 0 '4 DECK ELEV. i �' ! - �'S AND n HIGH HAZARD �EBRIS FLOW AREA ACCORDING TO THE OFFiCIAL DEBRIS
�� ��� / „ \ 1� �� � /�` "/ . i � � FLOW HAZARD MAP OF TOWN OF VAIL. COLORADO AS ADAPTED Bl' COUNCIL
���,� _ __ � � � �= 132�14�19 , \ 11 I i � ��i � , =� / O 5 � � �^ ON OCTOBER 17, 2000 IN ACCORDANCE WtTH RESOLUTION N0. 13 SERIES OF 2000 .
8073. 9 � I R= 50. 00'
, �' � 80�6. 1 L= 11 S.4O� UTILITV I�� 1�� - \� � � i � / � \ POLETY 3) POSTED ADDRESS � 722 GENEVA URiVE .
i T=112. 93� STUB � � � � i LOT 11 A 10) 2' CONTOUR INTERVAL.
� C LEN =91 . 44' � , > � o.z2a AcREs
� BRG= S 35'15�Z3� E �i � (CALCULATED) j� ' 1 ) BUILDING SETBACK INFORMATION IS NO? PLATTEO . °RIOR TO AN � DESiGN
/ � � (CALCULATED) � I � � � � - _ " 0.6
i � OR CONSTRUCTION IMPROVEMEN'S CN TNIS PROPERTY, TOWN OF VAi�
�� � i � � � � � 0�8 � ' ' _ p g SHOUL� HE CONTaCTED �OR CCRRECT BU� LDiNG SETBACK INFORMATION .
\ $808' . 4 �i �, �' � � �\ "J �s� �:.
=DGE PLOWED DRIVEWAV `� I � � � . '
� 1 . � RA / � . . � . _
\ � � 8082. 1 . � ROCK Wa �L / . � 0.4 ' � \ `t y; 0 . 5
� \ SNOW STORAGE AREA �. � 5
\\ 5' + / - DEEP �- I � 0p°j� � .
� � - - � _ <
1� aon ,� i i � � ' LOT 15
� � o.a � � o. s
03
�50� RADDR�IVE i eoe �I� � � �� -°� o.a ,/ � � ��, � � os cs , x � �:rr_s oEC �, ����us T�EE w -., aPpROx -�utik: ru4ME-E�
� l / o o " `fl 6 .. .
/ i 0.4 / � _,, r -�.•
9C75. 1 �( / � � . J -
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�� � � . ..` �! p. 4 _ . _� \ ROCK N W �C . 3
� � .� ' �: � � � �,� �a
� - �
/
i
' 8079. 9 � � � -��' 0 4 h:� � � �. Sc.
, ' � � 0.8 - ` \ 0. 6 ;cn
, � 0.4 yJ �
� � N
8078. 0 x �� � . � � � _: 0-q �.
'' , . � 3 DECIDUOUS � i 0.4 \ � '� . 6
� TREE -
�::r
, ' GROUPiNG ; �%
. . � \ O.a � \. - .
/' � ,
�� ROCK wALL TERRACWG � `� E
� �� IN THIS AREA UNDER �
� . SNOW COVER \ �
/ \
�9078 � " � ' . O
,\O
\ � , \
\ � 0.3 � D. 4.:'s'_ �.__�i0. 4 \ . . ,
r i ^-- i 1
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/ � � o.�-6ciouous _ � ;� o. a -
�
�: _ TREE � �
GROUPING � \ SURVEYOR ' S CERTIFICATE
0.4 � _ �^ I , Michael J Post , a Professionol Land Surveyor registered under the laws of
� -� � � � � the State of Colorodo, do hereby certify that this topograph �c survey was
� _ �� \ m mode by me and under my supervision , and thc ! the survey is acc�rate antl
� \ m correct to !he best of my knowledge.
� EASEMENT �
m �
- -- ' � . - (PER PLAT) � ����-'C�------
S � m Michael J. Post �%
Ss.ns . . . - - . _. � \ � �O� OrCI�C PJ_ . S 3011 �
V
44
Gr 8110 0. 5 � J � �
,?9 � - - - � N�, o :�tP: -=�/r�/°s-
LOT 10 � °s - �'�c`" � F � �
- - � A'�•� ` . �
m �„o '
_ _ _ _ T _ � - _ _ � J , C � .
, " _ c_s `,�
- - --�------ /
1 � 0. 3 m .
-s_:ro 3 �t
;� - m C a �
4. . _
AREA ?0 ��OR"� �F THIS 8120 �
4PPROX . �_'� NE .S '
v�ooERA7_ ��sR�s '� LOT 16
�
��ow nRcn ,�
0' 10 ' 20 ' 30 ' �� -_ /
�
m uri � �-� �
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° ` ' T17P ❑ GRAPHIC SURVEY
� LC1T 11A
MATTERH ❑ RN VILLAGE FILING N ❑ . 1
T � WN ❑ � VAIL
41199 HIGHWAY 6 & 24, EAGLE- VAIL EAGLE C ❑ UNTY , C ❑ L ❑ RAD �
P.O. BOX t230
EDWARDS, C0. 81632
3023TO�O . DWG ' lj ' a/05 KPJ � � B No . 3023
970 949- 14p6
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o Genera I Notee
/ / / \ �`� �s \ L Exlsun9 ske infor.nenon i� be�ed upon a �opogrepMC swvey praparee by Eegle vell�
/ � &rvs.ji�. I.ic„ Edwerc4. Coluedo. (9"10> 949-1406. !ob • 3033. Dec l. 7006.
DOUGLAS MILLER DECHANT ARCHITECTS
/ \ O(((���f ������� 2, rro cw�•a�cuo.� iimii iiro i. u� co.�vact umn ii.r. Do not dM1lurb e�y ni.txg u.w o.
/ \ ;`�"S vsysWtlon dri9netsd ta rwMln or IocetW out�IM o1 tM con�VUCtlon Ilmlt IIrN wIU'wl
/ `" �-, epprovelofeYsOunse�dTwnofveil. $ HEPHERD RESOURCES INC / AIA
� �� � 3. crneretto. to vtHy exi�ting �its inro.metion, inGuaing �enctvr. uei�k�r. K*OP«J ��rw. �xniu
\ \ � o� or roedways, end curbs arid gutt�s, 4at may N�ea ur scop� or monc pria w bsgunxg P O S T O F F I C E B O X I 6 2 4
� O eit. corovuctiwi.
`��, � 1 � J„ a. E,�i.u�g uulltise ers ineiraue ror inrumauon oniy end ros irns�wd so .roW wci ioceuon q V O N C O L O R A D O 8 I 6 2 0
\ \ , �� , iYU aeniesn is noe .a�ponerols fa ua leration oi �ndrgrayd uuliur w •u�,civr
` � whsfhr or not Nrain « deteilsy end Inullwd by anj oUx mntract Tw CaNector �hsll
�u�� � ,(] �) iocate en umiues end maimem ths iocauon dwing en pas« ov tM wak Caweaa Nvu T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I ��
\ �� � I j /. Y� be re�pone(ole for ary demege to uttlitlm a evucwm end ery Ir�vle� therehqn.
Restaetlan a� ery �rtllltle� dainnged by the CorWaclp N�ell be et the Gukraclor� e�epswe
JoQ \ �+, �;, ` � � � toere �eu�racuo.iorernav�. WWW . SRIARCHITECT . COM
\ -'1 41' � •-i �a, ' � � � 5. Confonn to Ilpps Ea91e Velley Uktr erid 9anitetlon Di�trict spaciilutlon for watr erd ��ur
'��J / � I } 1 con�V�Gtlon Fki1kein Ip reec minirun wpara<lon b�tWSSi watQ and war �widsgrovKJ
�� A rox. H( MI �1 .. � \ + � ��vlu pl�. FleirMaln al9ht fsst m�nimun mv�r ov�r vdr9rourd wet� rv�u 9�u�r
"t",- �sviv Nvll Mvs m�mmun covr of 5'-6". ProviGe wur eleerout witn �out�on to b�
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� �;, �(]��� � / � � Na zard Debris ` ��, � \ � � �.�.i.�w aj w .awe.tt semee.y ..� pip� to b� 4• PvC BDR % . �+c �in .iop..
�r+0 O; '"`-0� .'�' � �, i °.xJVdWe 40 iritlar ell herascaps. Pevsin�u entl wells.
� -V' � , ,jo� Flow Line .� T�
Q �, (��� �1°t- $� 6. Aopased uuuus �haun erm diegremeuc, and iocatiwu ers approximeu. Crrsl Convsceor
\ (� (l��- c, L(T1U Of COneVUCtlon 1� / iP eou�der we��e � °"1 � w verii a�i uu�ie s�rviu iocetions end o�iw c+aw Nwui w�n K�iu
p-e�o'C P' 0?"�' at f'rop. Line - Inetell / , to e�ain _-n�fiUo`�. , �' cwnerxlau e.d ouetng ro. u,s n�ci.nscv�sviwu pri w cwrwc�i�� Y
-� p � Q (�� con6VuCtlon fenCe / -.3 �` r i ) C I Jr�
(� , � ckxirK�] ConetruCtfon �� I'�}. � y i'' �. Road rwns eM ery oMr con�irvciian �n roed rigM-of-wey Mxll ranf«m W��h Toun of Veil
�equVSnsn..
. �.yl'�J O f�~ �,�'S'� . � ;L1'r�0�7' Exto�rame�� � , . i �I (�� O�"��~ / ��. Li�
H. dll conpectlm Nnll be M eccordGnce ruiN tYS 9011� R�pert
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1 ,I� Q� � �SJ I 1 O I I = . / �-- 'T ,� rAI � 1�� � +�� � � � � � / 1 s Rovide uritte� roan�am of e�l dbcepenc�e� behuem �bebg srd popowd ��
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\ � / � / " ba�mdnov�� Qd V0111dIT, e � ra�J � �;. � \ �� ` / immsdbiely and pnor �o procseding wieh Work
\ � ' ` ` � � `�W . / � s . � � 36. ali C�n�Nod gredr Nu11 provi4 ror rowal .vnri af wet� without lau spots w pxk�t�. Bw rlau
�g� °�aa9s � / � �. �"' � � � � Ivm acaeewly end provids a m�nimun ]34 antl e ruximun 33t gedl�n vnm� oUr�utw rot�d.
\ � � ,•�� \ . �d . I / I . i � -i � °°ID � \ -�/ � � + 1 1�. creduei�y �and on <op� e�d toe or e�i pie.nw �iopw w proauc� e Moom e.ant�ctvsi DATE IS$UE I
.� �. i � \ � � � /�)' `� � varoivan b�e.urn rsleuv�ly I�v�i er�e� snd �IOpN. vilr� �houn otlrwiN m grading Mun�.
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� � '�. 825 '� � 7 -� ` tst. Aeoerro rarlecese. uola nniµ.W gidw fa plsriung ena ieun erm� 3° bs�au top W aq�aesrt
Ft�a -__----- _ � � '\ . , . \ \ ' �' � 1 �lo rmibin pevemsit, antlia uab�. unls� otherw��s roted an tYr dr�w�rg�.
{ C,� �-���'� � Z�-d� TA� � 982 .\ � +� � (tt�p)
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i� pavVg eM wa��� unl�es ou+�wiss rot�ci 9�s e.ea�l•.
�t� - - � � � . ' / � � �� � � �� � :� l� \` � : �\ + 1 30. Aovids convol Joune as Nvun on drewings bstWSS� aparion Jotrn�. 9s� dsmib.
\ \ i'/ 8� �am � �8P/ �� m6 �.. PIOMM �,� '. ' � � i � ^ / / 31. Sleeves !nd cpdult� Nbll b� InNdll�d 10 Yt b�lpu fMlNyd g//d/ dnd Nbli �xt�rKl I7 IR
Place etraw bales � � � �� ���� ,�� � i g � '-4' Tell Z �
in Curb End uiter � � 811t/3edlmentAllon ) � -) .. `�t O . /oY �F ta�x or cvt�. man� aia evi
for run-off ol °n6 � '� Soulder Welle .� / ' � / �ond v '�
� Pance rec�ulred \ � i� � �- ' °�� e'� �t�� � ' � �� V � � ei Prop LGonetr Inetall
douw�hlll during conetr. / � \ I � -, - \ / � " - -
� \ � �s i � �^eV�t��^ Fa^� �end and Abbrevtatlone
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� -_ �5 � �,- � \ BG bottom of curb alev. - - -� - exist. gee Ilne
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/ � � \ � � Utlllty $ox . 92 5�J : ; i -� � /� eW bouom ov wau eiev. - - �� - - axiet. eeorm eewQ Itrie
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l/ � 77\�� • �' �BZ � tyP < � N� �+ \ �9fl + � � � cr npa/pooi wpi,�g aiev. _
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� O � � � nsab. �iape i _ ; � � < on properiy to be __T" __ erzist. phoneR.v.
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\ =539'1523" ltypl � ���� . , � 8l � l .-� � � � , i "�' P J �yW eni�t. medwle
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2 �v � � Exiet M � � .� � + ` FG flnleh grade elev. � all surfACSs
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f'rlor to conetruction (before SN, I �v ' , --..- � � rcy � � � � / ( + 9M asr.en ceiio�,e
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l � / � �'�� � � � MAx mex�mum � �� dim�nslon NOT FOR CONSTRUCTION
uaneplerded, and heaFrn to cM 1 � � � ' � � � , aiss � � � � � � � / \ /9e5 �� - � � ° �''" � � MiN '"i"u"""' �
temporary plant materrel etorags � �c,,, , - '
araa and maim.ef� For flJtlJre � i Exi . � Pl�dg � � �Brj. i `� , OF. oncerrts en Ienotalion
vane la�t. � bee� ��e°c�LO ` � � � � ' �p ID � �- � " � 9 December 22, 2006
I� S�It/Sed�mxM.a� � I + 2 4' �dll PA. pianuag eree
��� I � � � I � �, � becR .�SOUId LLlElle � ,. p o esune
Totel Treee for Tranenlant Fence reciitfred � � � / a� ( � o�e lt�J � " P� 'v'm'M G � p 9
15-20 Aspen - 4"-8" aalrper downhtll dur�g eonetr. � 7i Sn � � �i i� � ��� � � ees � � Rneno �aem. no,aeio� 7
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, � � � �� d . % � � � , _ . g� o ,� �( ! i� \ __� jL. - �� �' iC top of curb slsv. (,, fl II d 8 C fl @ !� T C ]3 1 L B C t
i 9 � - �' � a -, , � � i� �� ii �� \ ��'� :s re top oP etap e�ev. �,w prop. eeniury e�w: un� P
� ' � � ' � � + -'--�� Exl ,q�pme to � j '•'>'� Iandscflpe Architecture - Site PIfl�T�TO
- � ' � - �/Paben � � � i Exi . / � 1, C � '� t b ��naplaneed - �� � TW top of wall elev. g prop. slueuie Ika 5543 Bitterbush Fay, Invelend, Colorado 80537
� � V�� 1 �� J ' yp Phone (970) 883-4170 / Faz (970) 883-5229
i F'�Alh � � 1 Dec. ree � � _�ibD i � li 11 � � «y��� � �m TTP t icel
/ � / i �tyP �gg5 � P�"9 . i -? ��I �;-(� � . � � � + , LLLLF weldad wve fabnc W wet:uns Email: drbendlei west.net
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¢` Max. Bouldu Size .��� ��� \
Walle tess than 2' call - - � Tr
a 18" max, boulder dim. 1 \ � - \ Temporary Eroaton Gontrol �
� Walls greater than 2' tall - � � ,i�i � �/ Svew bel� Nlfedon bsm� �hell bs utiltmd dr fhs �
m 36 me ,. bo�,d� s,=6 Pi�iehad grada �e��� !-� � . s _ � - � � k�q � MATTERHORN VILLAGE
c Mtn. Soulder Slze - sae plane .� ��y�(�(� OU��T't2.l.�LT1 O J \ s6 S�� \ �� , \ - \ � lo�aud eccordtr�I�to�tFrp Ti�e�d �� �tr�d !o� I�
m Top haif ov wall - � Compacted eubgraaa ���,c�.� prJ (�' OUST. ���-�- I 64v- � � � � � � � \ r� p pr�� I,
J IZ" min. bouider dim. 6 " layer qranular backFill �f'J� �E� =I.if'O . C e ""' �� 1 I F � _. _�� � ( + 1 % � t�sxcel vetian. e M�ell bs krtall�d �a VAI L
' Bottom half of wetl - � wrappadw/ filtar FAbrlc �°S ��y�/' r�f '79 . . anm � ` - � / - � � � i
m �8" min. bouldar size w/ 4' perF. PYC dreln Ilne � �j� a3�'�E S• " • �"� �
ir req�i�ea y cr,e son a e�g. b '� °s \\ i � i `\ u�seQ dg ipacan �r,eu bs xruusa at wnsr��i� M
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m � � LOT lm . - - - T �/ nr c�ve�so. .nen b. ...p�.ro�. ra pr.r.�r�g
m �' 'I - 2 � : - _ _ _ _ _ � i � \ _ � � u,. �.�.e» of ..dtin.n �.d� W.c.r Ron u,. i
a � � j �q Bouidara to be f'lat laymred �� , I ���� � jli� � - - --=3� / � earren+etlon �tt�, e�d N�ell b� r�qutr�d to krLll i
random moea rock or eandetone .�� -� _ eddltlaeel eonvol feUl�dr et fFr d�net�on
'm NO�a I .,.� 3 S per Bach Csulch req. - � � � � j'�- / � of fFr Avr a Irop�ceqr, sha�ld problwr oear.
6 "min. review w/ Owner's
� inscau waue ae cr,e X �' L ' e��J gTDP�IAC'G • ( ,_ 1 ( • 1 / a.t� . � gryey� s,i r�m reearvs �+C�!m�+ a►a.ioo I
directfon oP tha for ap rovel rlor ta � ' � _ _ _ �! � _ ��r (�r' �t g �r !
m Architect in the fie'�a_ �,.-�! � ;. � tnetallapion p � � U � � North _ (� fi� � _ � � � � _„ , ^ e e ton e r�� ireewn�fiay.
m Intent is fo create . - ` y- Z • ` "1 Proteetinc� Natura I Featurea I
c� vartatione In the . 0 T . / / �
m waii ra�e to auoW � All boulder walle over a� -m^ :an �+�a pF t-j2� V��� - � � � ,� y'� Y�' • Ths aree oP dl�n�ption alll b� compl�iy fwic�d to
vor nonzontal eurfaces g y o �"� so sm - . i proL�et �urrarding vdi�wrb�d v�g�tation. T}r er�e�
m � wiil be deel ned b and have their /.� ffJ• - � � I
and planeing pock�.e fnetallation monttored e� E� Inesr \ � '
by E 9 l _ � \ wMrh er� not lee�d�eap�d but Wlthin fir diw�ption rerr 'i
� ' . � . , reylatared M tha state of Golorado ; � Wni bs rsvsgssecsd to mecch srr newal vsy�tetlon. SITE PLAN �
�G�_ � � _ i Moderate Debrts -� -� - - �----�___ All �xi�ttng v� ds�ignetsd to rwnalei wlll b� wrancl�d With ��
- a,r boeeam bo� deo-- �' �L�1 � � C'JCC'1 � 1..° : � - � � � Flow Area �now �siee kruiied at tr+e drip iina TFr hne�ng Will r�naM �
by�ta eo v3 mia L provlde randan bouldere
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o vcucal appeara�ce of � 1
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p C,� / . � " � �;,� F y W . . . � �� ' � � � � -Looes� eotl of eeeded arees to dapth of 4"
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�, ��9 � l � . v. y,+ y� . . ♦ �� r �.! � `__\ eoeree texture.
/ ,. r>r � - , �225 A W � � / /� / I eeed a! s if�ed rotes in CZ) ual sowl s a! rl e Ir
= / . . . � �, � /' � \\�� ���// . � � � � � ( � � � -�eeeh othar. lo°o a9 ^9 9he ^9
r / i� �, , � �--'�/j� � , \\� � ��� ' m + i� � ,� \a � \\ / ��� �# Q � - - \ -P�aee svaw within 44 Fre � l2) 50 LB betls psr 1000 SF, ct� Irrto sofl
m / / ; � � I ` y` � � W y . W ' ���nm ' /s'��8� � ��� / / J ��e \� � � \ \�/=�/i + \' Under� round Automatic Irrlgatton 1722 GENEVA DR.
� i . W G�' "II1�\�\' ���� �`� _� �°-� / � \ l \ � \ ` - j All areas d9 ignated es �p� � � covxsiFlowers/9Frub Bed�
� � � . � � , � � � � % � - shell be �n� at�, � ���� �� a �ds. MATTERHORN VILLAGE
� �r y _ / i � \ � All naw tree end sFrub plarK�nge not wi in beds
J - •� y G� _% � � \ -�, x � / y \ �� � ehell be drtp Ircigetad. All netiva seed ereas ehall be temporarily VAI L I
, / � � � \ r I . � \ / \ irr�gated us�ng a combinaUan oF rotors e�d �proy heads �
, . � \ � � �� -. .-��� � �� \ , � until aeieblleFnd (approx ons ysarJ. I
i ' COLORADO
m � � � � � /�� , - �� Tolal 17a[mdasM. und��ro�nd Irt18etlon:
m /�� _ _ _ �\� �� \ \ \ � \�/ \�\ /0���" �`\ _ t00 SF ge emi�oundeov e�I�s/9Yrub S�d� I
> � � � \ - 5ID00 SF Native gress temp«ary irrigaeton
m �
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m � ` � y _-�'� `� � ' � �� Temporary Erosion Gontrol �
� � I + � Strew bele elltatfon betme ehell ba uttlized durfng ths
c°., . anm - - - � - -- -- � \ / � � \ � y - � consvuction enci lendecapi pertode. Berms shell bs
m
�„ f �+ � � loeated aeeording eo sM p ans a�d as reqWred to
-� -�c / � control run-off and ehell be Irrotellsd prtor I
� � oT � m ��_ - - - , _ > , � � � ���a°�°^. LANDSCAPE PLAN
� � - - - - - - _ � � � � � � Ukter dlsstpatera shell be Irotelled et im.ervals I� I
� — — -- -- -'�- - - ,-_ � _ � �elrege ewalee not io exeeed 75'.
�, � � i C �� � � � The GontracSOr eheil be responefble for prevaritiny
o _ - - - -" � -'.� �� ���� � consvluel�on st,�and sFall be requ�red W IroWll
_ � y �- edd�tioriel control faUlttiee et tixi dtrectton
/ ^ � oF ttn Ouvier or inepeetor, should problems oeaur.
� - '— �"�� � �� ` � All slopes greata tha� 3:1 wtll race�ve �ute mesh �osion
m � � � � � � convol febrle unttl revegetatton gresses ars sstebllsFrd.
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s
o Moderate Debris`-�O �� ` - \ ♦ / �
y -- — Prot�ctin� Natural Featurea
� North F�oW a�ca _y I
Tfie area oF �ton will be completaly f� to � I • �
a — / which aro �ot landscaped but wtthi� the disrupllon zane i
¢ _ _ \ LOT 16 p,�m,�t ,urco�irng und�ewrbed vegeeec�on. 1},e erms
E m �o �o no '� ^ � � wtll be rav etaied to match ths natural v stetlon. ,
� All axletkig Veee deetgneied to rsmeln wlll bs surrovdsd with '
m � erow fence Ineielled at the drip Itn�. iY+s Fencing will rsnaM �
� � JCG� � L.° : I � � = I � � � tFrouyh ths ertlire constructlon psrlod. �,
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T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITECT . COM
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� � � � � 6'-6 �, i 0 6'-6 �� I S -�� �
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v0 '� 1��1�c. = � 2.9 5 5, �' � �
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FLOOR PLAN
UPPER LEVEL N
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POST OFFICE BOX 1624
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T970 949 3302 F970 949 5121 ��
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I � � � � �,� \ ,o�_o„ � � � I 722 G E N EVA D R
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DOUGLAS MILLER DECHANT ARCHITECTS
SHEPHERD RESOURCES INC / AIA
POST OFfICE BOX 1624
AVON COLORADO 81620
T970 949 3302 F970 949 S I21 ��
W W W . SRIARCHITECT . COM
PPER LE�/EL T. O. PLATE
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12-22-06 FINAL DRB REV�EW
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EXISTIN6 GRADE DIREGTLY
UNDER RID6E
I _ � SGONGE LIGHT, TEKA (TYP)
n,LOWER LEVEL T. O. G.
LE�V -- SG'-O SOSI �b "r �—
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LE�V --�8� '-O 80 2 -6�T i � � FINAL DRB REVIEW
� METER
LOGATI ON
ARA6E T. O. G. i NOT FOR CONSTRUCTION
LEV = - O 2 -O"I
N O RTH E LEVATI O N GOMPOSITE SLATE DECEMBER 22, 2006
GFiIMNEY W/ GOPPER GAP
2 SCALE: i /4" = I '-0" CAMPOSITE SLATE
T. O. ROOF ROOFING (TYP.)
LEV = 124 -O 22r0 ��
T. O. ROOF
LEV = 22 - O 2 120rf0 172�
PPER LEVEL T. O. PLATE
LEV = II -O -O
— — — — / � �
PROJECT: 0527
2x12 WOOD
BELLYBAND (TYPJ TIMBER RAFTER TAILS
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RESIDENCE
� � I 722 G E N EVA D R
SGONGE LIGHT, TEKA (TYP) �
2x6 WOOD m SIDI�NG 1 ,p D WOOD LOT I I A
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m BOARDS (TYPJ SANDSTONE GAP FI LI N G N O I
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,�MAIN LEVEL T. O. PLYWD. _ _ _
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� � . . _ � 3'-O" TALL WOOD
m � i 6UARDRAIL W/ bxb ELEVATIONS
I NEWELS
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LEV = 94r Oq3r���T — — — — — — — — — � � " . / i EXISTING 6RADE
� . �
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2Xf0 WOOD . � . - . � I
JAMBS . �� �. SGONGE LIGHT, TEKA (TYPJ I
OWER LE�lEL T. O. G. _ _ � — � � — — — I
LEV = 89 '-O" 8087'-b '
_ _ - � - A3 . 0
STUGGO WEST ELEVATION ° Z' 4' a'
UD ROOM T. O. G. � f (WHITE)
LEV = 84 -O 8082 -b �
f �
f SCALE: I /4" = I '-0"
� f f SCALE: I /4" = I '-0"
ARA6E T. O. G.
LEV = 83 -6 8082 -O") SGONGE LI6HT, TEKA (lYP)
DOUGLAS MILLER DECHANT ARCHITECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
SGONGE LI6HT, TEKA (TYP) A V O N C O L O R A D O e I 6 2 0
T970 949 3302 F970 949 51 21 ��
W W W . SRIARCHITECT . COM
PPER LEVEL T. O. PLATE _ ��
LEV = IIb -O I -O
�
PPER LEVEL T. O. PLYWD. 6
LEV = I I I -O 8109 -O N
1 '
AIN LEVEL T. O. PLYWD. DATE ISSUE
LEV = 100 -O' SOGS-6 )
I I 12-22-06 FINAL DRB REVIEW
SGONGE LI6HT, TEKA (TYP) I
I I
I
I �
I �
,�FAMILY ROOM T. O. PLYWD � _ _ _ — i
LEV = 94'-6 ' 8093'-O'`� — —� �
I �
I �
� J
OWER LEVEL T. O. G. _ _ _ _ _ _ _
LEV = 8G -O 8087 -b
,�MUD ROOM T. O. G.
L� --�8 '-O"78082 �6'� FI NAL D RB RE
ARA6E T. O. G. _ _ _ _ - - _ NOT FOR CONSTRUCTION
LEV = -b 082 -O
SOUTHELEVATION DECEMBER22, 2006
�
SCALE: I /4" = I '-0"
/ �
PPER LEVEL T. O. PLATE _ � � � / \ \ / \
LEV = I -O 8114 -O � /
� /
� i � i
PROJECT: 0527
uiko
� ARRIGONI
,iJJPPER LEVEL T. O. PLYWD. �
LEV = III �O° a�oq �-o ��, — RESIDENCE
I 722 G E N EVA D R
box42
� LOT I I A
� MATTERHORN VILLAGE
� " " " FILING NO I
- VAIL, COLORADO
� \
,�MAIN LEVEL T. O. PLYWD. � �
LEV = 100'-O b09B-6"T
iSGONGE LIGF+T, TEKA (TYP) � SGONGE LI6HT, TEKA (TYP)
� EXISTIN6 6RADE � � ELEVATIONS
� �
� \
,i,FAMILY ROOM T. O. PLYWD � _ — — — — — — — — — — —
LEV = 94 - 80G3�0'�I �- �
I
�
I � � SGONGE LI6HT, TEKA (71'P)
� �
�
�
I � _ I
OWER LEVEL T. O. G. i _ — — — — — — —
LEV = 8G '-O ' 808� -6 ") i_ � • I
EAST ELEVATION ° Z' 4' _ 8'
,�MUD ROOM T. O. G.
L�84 O 8082'-b')
SCALE I /4" = I '-0" �
SCALE:� I /4" = I '-0"
ARA6E T. O. G. _ _ _ _ _ — — — — — — — — — — — — — — �
LEV = 83 -6 8082 -O ')
/ Csenare I Notee
" � � �! a
/ \ �r� L Erieurrj eite informaVOn b bewd epon a topogrephic swva� prepared by Eegle velley
� , � ^,nrveyi.e�. Inc. Edwereis. Golaedo, 19�0) 949-1406, Jcb ' 3033. Dac �, 700G.
/ ` �� DOUGLAS MILLER DECHANT ARCHITECTS
2. The ConeV�ct�rn Ilmlt Ilro �s 4e cwrcraet Ilmlt Ilne. Do not dleturb eey slet�ng Vsss or
/ / \ ��0�� veyetdtlon de�lynOted W rem<M p located wtelde of W con�VUCtion IImi4 INq wltYq�t
epprovelofuvOwnarandTOwnoCVan. SHEPHERD RESOURCES INC / AIA
/ 3. caxrecsor eo vsiry exisur�g eite inroemation, inc�udirg ewcwrae, ue��n�as, p.opaty �In«, umHs
\ \ �'P o ot roecawye, end curbe end gun�e, thae mey erFect tha ecope or wonc prior to twgimirg P O $ T O F F I C E B O X I 6 2 4
� p eiw corovuceiwi.
\ ��,�� 4. Exieung uulnlm erw indicatwd for inCOrmauon anly arci noi vn�ded ea erow ewci iocnuon. A V O N C O L O R A D O 8 I 6 2 0
ThO 4Chltac:l le rol r0epclielble fa tin locdtlan of undGlgrOUnd Vlllltlm d evucturee
\ �� O �� wbthr a not shaun a deteiled eM iroW Iled by ary otMr �cntrect 1Yn Convecta ehell
� $ ioceee eu �nnieie. e�,d melmein the lo`auon durlrg all pMeee oC W work co�cmce« n,eu T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I ��
:� � 'i, be reeponeible far ery demege to utilltlee or evuctwae and ary in�uries UaefYan. 1e
� �o ( � o - � Restarntlon of ery utilitlee damegad by the Convactar ehell be at !Fe Gonvactus m�panse
� � \ o�o��`, � � � toGnsenefaeuonorer.. ew�. WWW . SRIARCHITECT . COM
�T � 5. Gonform to Upp� Eegle velley Wat� antl 9enitauon DleSrict epeciflrauoru for wetm arui esuer
\ J / � /I t 1 cone4uctlon MelMa�n 10 feel minlm�m eaperatlon betwe� wetar and eewar wdsyrouM
�C�:' / Approx. H�gh ��� � \ } 1 � e�vi� pipee_ Meimain ei9ht fmt mm�mum cover over uxixgrountl wet� e�viu. 9sux
.[''/ Haza rd Debris !,�J eavlce ehell heve minlmun covm oV' S'-b". ProvlGe wu� claenout wlth locallon !o b�
��o� LOT I IB � � ,�,� F�OW LIItE Q �� \\ i�// revlaued by Jn Arrhltect Senitery em� plpe to be 4" PVC 9DR 35 � 3L nln �lope,
� \ BGadula A0 urrJer all Ynrde�pe, pevemmte and walle.
\ 1 � Exiet.
o g, o ,
� �y� � 0� ��/ �� Bouldar Ulnlle Ex���pt� � 6. Propoeed uuliuee ehiown ere diegramatiq end locetloro ere approximete. Cv�arel G«ivector
( )_� Q�[� to remaln �"i to veriry ell wnty eervice loceuone and provide �ewN+g elrowo-g propoeed �n.iuty e�rviu
p CJ�oZJ- O_�" / (typ) to remEln b`TC� o �u ce�nx,Yione end rwting for eb archHxle review pr�or to ccrowcttori.
� O � Q_�� � � ��� . -' D � ��'� . � � l. Rced cute ard any othr canedactlon m road rlglYt-oPway elall contpm wlth ioun of Vell
rec�ulrembM1s
'� r�" �17C} � 0'l0� o� exiec Ae�peae " � � ���_-' �`-� ,. � . ,:t
���� � �p � T � i � � �(1�'✓ ta rmn la / � � i I I i - I 1�' � I- � " *•" B. All compecqon eMll bs in eccordere with Nn 6olle Report
i' � i . . / / �cyp� �� ' �'�� � � � � ��
,ti�� O� � � �� � � � _.� � �� � � � � � � � _� - � �� � � 3 Rov�de written rotlflcetlon of ell disUepenciee betwem aa�st�ng eh7 proposed ��
� O � Q� � JJ � I 1 ._'. �1fQE Of � � / ��4 �/ � �� �l 1 tll 1 � � � � �� /��g� � / � \ eite Improvansrte.
1,U (� O �' � _a'� ` °�now °vtorage �-;' ( I' � -�� � J �"� s'-�lf� � � i 1 Ip. All sito re[eim welle mill inch,de bed� o� well drairo ee r uo-ed end e ovsd eM
6ou's Engi�we..
CMin. 30% erea ,n "� 0�.� � � � i , �' ♦ /p,�9�f � � � � � R Crnvaeeorle� Nxil uka eil neeaseery stepe ae reeryo-ed to Pr�PQ�Y F oteet erid mei.nein
� J o`O d / ,� o � C rt.� I �- � � �9 PPr �J
i ,.�� O� ± � � '� � � or drwewa�y) � �.o OL� r � �� � � �� =1 " � G - �. = - �
^ o & .�a��- Y� �n�a�ay - iss 5F / .�"o`�j o,"' � ,.z,^y``���' �� nis � r« ern ewea� or mie �ve�i.
�• � a I O I ! � + ♦� � � r O , O �I V 9 e o r e g e - 4 5 0 S F "l �i � � 1 1-'" r � `i Z
�. . � +-- � � � . L� (� I � ��F . -.�.,' Y _ � OC J �J� - �' \ y _'l.� �� _ � d4j i ' � r, p. Twe drawings do not spacVy sefety materiele. °quipmerk, me4ads, or eequsicirg. <o
��� (// +�`� �1 � � � � � n Q Q O .�c{i � � 1_L �J. / '(J � O �.Q•l% � �� � � rY f� � � E I �. � 0. proteet pseoro enC propat� It ehell be tYa eoMfaelu'e eole rdpon�lb�lley to diract
(� � i
��� � \} � O`YJ" 6 ���, ,�J- O ��5�-� {/' �,U � n� Q � Q , �-1 ` h � �+1-� �."'�� `� ,�4-° �- � Str e to be � end anat� eetet ations and roceduree to otect t/n ouvn-, otbr conueetore.
�.. � � � � ` + ` - ram vbd �'^p� Y �p� P F'�
�� ��� ?, �// � `� (l`� � �/�.�� /T� � b\-y"�'�/� � � + �/ ' % / j � � V � V/ � s' � ' - 2 - _ i � - -1 y un pw�uc, and othe... �
\ � �4 � / I� � Y� 1 � � Y ExlstEverq reene _ + / � �� .�ue"�- � �� � - � . ` � E l3. Rafaariea w noru+ ref>� to we nwth
���� , 'z���� � f ( . .a-1� �. � 1 � 7- � �m�m i--' � � //��
\ �.. � ` � � � O � O� � � � � �� 1 � � I � � � to eamEln � ). �[�\�` , � ` �, E . � .�-- -' '.� � � � � � / � 14. All wak eMll compiy with all appliceble codas and ord�mncae. / `
b n l / � / � � ' J I�',,�,�.� '� 1 i �1 / 9 3� - �$��pW _ � i � \ \ � � ♦ ` / 5. GanVactor(e) slvll employ e Iicaneod ewveyor to aeteblleh ell work Ilnes. V
\ \ _l.G tJ , C }:a, i � 20�� G� \ ' � � � � \ / .. ' i ay'yC � ( �1 � / 6 . '� � ., St.01'E!f6 � '� � / \ i �� - r
` ` ` . �
� / a � + \, 9P
\ � � � o , 1 J � _ / � y / � � a9� / p \�\ (�) \ � / Ib. Contrector/sl ehell eteke wt ell erme, tricludlr�y walka, pavmnenb, walle, poole arid f�rm er�d
\. � . �y ��',�(�/ �- ,�P./e n O � // / � � y � h . �W,ull � '�' ��/ / . �--N,���' � .. � � s�sr / _. , � .9 y t1. Teka ell dimaneionspnom reee oi w r�iteet pr,or eo proee.d�ng with ehe work
\ l' � "V��y;� , O � O D O � � I +;���'ir it��li4�iluu "r�" � / �,� '' - ..�// � 'e . \ . \� . � � IB. All dimerslon�`allad�ut� ��i rb, well ar Iwlldlr� unleee othxwlea noted.
O � o ��" �i4 , . �. � al of lhe
� \ . ' aro eyvid�eWrk mmswemmte to dmigmer] csrtrlo-a(ei "
�Q .�
� ` � \ r � � � � ,r- c4 k g � �,a \ � I9. Take all d�m p p o ery rer'ermce linn, work nra, race os buiid�ng, race or
� \ '�G -.T. `,� °�Q - " \_ % � � ♦ e / � �� � � 9i � �� well or centerline
P' � ��
�� ��� �v� ,p+� __ _ _ /�� � . � � �� � -si, �. � �.• ..^ � � 30. Computsd tllm�eione Nall teks �rrrwdsics ovar ecGled dimwuloro, end lergs ecals ov�
� � smGll eUls dmwin9�.
� � � f �� �� . 9R�loe�ad ,.�
� �� � � � � � � � � � \ � ` i. . ' ��° � e�,ra Pa r s�a�a � � \` I
� ��j, #� \ �\' � I� 1 _ - 1S , ��i� � - � Pdtl _ 3t 611 engles to be °A', end ell Itrm of pevvg entl fmcvg to be perailel uilese .wted othwwlss �
� � G � I � k //� / � k � / \ ' } 1 J .�,_ - 1, �?. � 7` \ � : .� . \ �m l�5 ry.n \ �� � 23. FbiMGIn Yvrizorttal el�grnnern of ecUecent elemente ee noted on drewirge. �
�\ \ �� � J�/ + ��_ /� \/ ' � 1 � � , `' � . _ �\ �\ \ ' � 80gZ� � ar I l �C � � \ 13. RMxa�ee to scale is fn Fldl si�d drewinge only. Do not seelw fran plero or dete�b. i
� � '���,1� � � / � � � � � � / � � � - m8 �5 y �� . ( + � 24. Notes end detelle on speclflc drawiru�s ceks precedxe ovar gearel notes end ty�alcal d�te�ls. .
\ tiJ � � * � � �W��t �� d \ . . �efuc wdtto b \ �L � � 15. ConflleU a dleuepanelee wlth gredes eYnll be brou�M te W aasrtia� of Ua ,Wchleset ' i
`�9 / .. � Exlet. Qd VORImIIt >\Op \ �C.:UV6d � � � � \\ 9? \ ` / / immedletely end prlor to proceetlirg with work
evsl drive to
/ � � \ e �emo�ed � : , i �� _. \ 2r. aii nmaraa gred�e Naii pro�ieb rw netwai rworr or weem wiu�o�i iow epo�e o� poa�.ie. sei rioW 1i ��
� � �6 � - / / Iinee eccwetely erd providw e m�nimun 75% and a maxlnxm 33% yradlsk unlme olYrwlee roted.
� / � � � �`�e � � � �� � \ eam � � V �i � + � DATE ISSUE �
� 11. Creduelly rand off tope ene ewe of all pla�kad elopee to produu e smoo�h errhlt�ewral
'-� ` / t ��- � � � . \ / �,Ll/ y � _� � verolUOn between relet�vely leval areds end elopes, �nleee ebwn oNemu�se in gred�ne� datllle.
� 8357 � � �
, '� i� � 9'xl9' xec�or � � - . � \ ,_-,` �e. Gad> �hown ero �ni�h gredes. &+bgredee noadad co etW�n (tll ar topsml plecansre aro not � 2-2�-Ob Fi11al DRB ReVieW
�
\
� Perkl fir�ace 8�5 `. �� � ` 7 Ezlet_ Ae me refluctsd. Fbld fInlN+etl 9radm fw plartGng and lewn areas 3" below top of adJecarM1
�'°+. � \ �� - �� ' - \ � 7'-4' TBII � eam \ ( +� 1 /°Oriyp��� pa�a^�. ^^di« �,ro. wie.. a�wisa ,�ae on un dramrge. OI - I 5-07 Final DRB Revisions
� � - - - - - _ � � i ) . . - � Boulder U.lerte � 5 `�7- ' I \ //^ �/ zs Foviae e.peroirn Joint every 3o rt max and wMra riaw eonereta ebuee exieting eoncsts
_ - .. ' \ , //',1 pev�ny and wells unless otherwlee rpted 9ea detalle.
CLL'b�tWr - - - - � .� � � � D' / °. \... � (typ, � C O \�� �p �\ * ' 30. Aov�de carcrel Javke ee ehoun an drewinge betwaan e�rerolan Jo�Me. 9ee deuil�.
� ` � �\ � 9`r° ma� �8D �� 6 PI ntM a1 �' \ ��°� O �( + p ^ / / 31. 9leavee aM cmdNte eMll be Inetelied 18 k�. below nNelvd yrede end sMll mnwid 13 In.
� � p�ro� V' e�oP 9t ° 9 ,. � � � 2 '-4' Td II ,. m beyrnd back or curbs, wei�e ena pevbg.
� � �� � / � � � �� � Soulder Walls A / � �� / �
� �
� � Xnz . ccy � �� � �9 ltyFp) � / � � � - � �or�..,
� �� � � ,.� •.y , A � � / � � / � � / � \� � �S i i � �1 � � �� Legend and Abbrsvtationa
805 1 /
� � '�' � � 1 . � �- . �� BG bonom of cwb elev. ---�'-- exlet. gee Ilne
� \ 1 RalOCeia aXlet ' \y � �, g �y� 1
� � I � UT.I�I}, BOX �� 1 plenU � � / �5�tqne PeiN � q ,� / BS bottan of etep elev. __��__ exlet. etorm eewef Iine
- A � tO �lew 8s 5 '� � -` � / � � ��. / �� � A � � u� cantrol JoIM feam wU
\ V IoGEiIOn � � ii � � ,' % � . i p --�iar� -- exiet. eanitar eewar line
\ � } � O � % / � � \ E to�r�bin�� GMII conUSte maeorcy unit y
i /� p �
�� � � �: Flag etorm �_�-= i ' l�'ll � 1 , - \ � � «ypJ eONr eorrtinuoun -� --- exlet. eleeerle Ilne
1� Iie2 � � path ��� � � ]. � � l� + � CP epaipool copiny elav.
� �\ � I yp ' i �� � e' �'e' ' - ( � � Ex�et. Ba�ldere �i drain Inlet ---W --- ezleL. wetsllne
� �o \ \ �;°"; \ �i P,ae1+�i ��/�( on properdty to be �iA dlemecer _ G�^a
--T- --- exiet /t.v.
� ��. � ` 1 � � . � 98D. � / DRWS drawi e � MN exiet. madwle
\t \ �, i �._� � � 1 ramoved en wed for n9
Go dm 5 lcyp) �p , � '� L � 985 � i
n i32 •ia�ig� Pa a u trt 1 � � / � boulder wdll CAnetr, EJ ex eneion omc
Cx� NE �IA DRI �IE � � - �
� ���' � R-5�.00' � ltyp) 9 li �, O� P8 � e'15 ��' - - / i i�� � F . i � �,.�ir ELEV elevatron �
�% Le11540' � Line of� � , , � � �
\ �� t`� ry � � Derx i . , , � � �d� i � i 1 � �, _ Ea eq�ai � exiea rva rydrann �
� G LEN=9I.31' � ?bova ii,_�sac.aq�� � \ i � \ FFE finleh fioor elnv.
� m� BG�535'IS'2g 'E � � � / / � � � � ��;� FCi %nieh rade elev.
� �a \ \ er � I Exiet. , �\ � . 985 , � � � 1 + 1 I 9 � align ewfecae Final DRB Review
\ \,. w boulder well tp � . �1 � . , ; \ y / LQ� � � FL Flow Ilne of ewele
� p \ Z.' be removed � i� � � �Y / i� t � � � /_ FS finleh ewfaca elev. lpvmt) +/- plue or mlrwe dimanelpi
1R 010 .�5 `�epP�n9Z - �Exiet. Aepene j.- ' 1 f 1 � \
�X18t. T�EE TI'dil8p�811�. t� � p0 � � � � 9to+e Pe n ��1 �� 4 °e�rano i i �_- � ( $ � � HT Might �m alav. 8 ETAI
P r ior t o cone truc t lon C be Foro 5 N, I �o � (� � ��9 p� � _ / ��aacen cauo�c
1 , � �_ _� LP low Int elnv.
ooneoe eu veee aee�gnaeea to be � 1' � � �.) ����`� '.� -�- ;/ � /� � � � � Pat� - � � � ��= f� • �
s•-«� NOT FOR CONSTRUCTION
� � , j v„ �t � � MAX meximum dimenelon
4rane lantad, and heaFin !o tFxi � � � / � � � � A ` � •� f / \ � ea� � \ �
p � � 8�15 ' . � . � � ��5 1!t � �' � MIN minimum
temporary plant matertal etorage I � Pie (ing ` / \ , oc. on �«�ce.
� � � Exl � , . d �. A � f�E $�ggrj � 7 , u � angla notetlon
area and ma�rM.atn for 4Ltura �e�si i�� co ' I � � ID 2 '-4' ball \ ; PA. pleming a�ee January I5, 2007
p � ba � �ea �"�
VGOG �GYIT.. � � � , , eck /�OU�C�e� U�E ��e � pvMT pavement G pro ae Ilne
Totei Treee for Trene�lant � � � '�� � � � B9ID � � �o�m (typ) � �� � �� � p" 9
i5-2m Aepen - 4"-a" aaupar � � � _ /_ �� wstao radlue notatlon
I � / � �� Pi ti , " s RiM ioiatime�t+oie rim aie�. �� prop. etorm eewer une D a V 1 d B e a d 1 e _
� � 3tor ge ;: ; / ^ � o / % � � % re eop ov eurb a�ev.
� �' `� � \ �� ' ��- �:�. o eaniter eaww IMe 1+ fl II d S C B P C A I' C tl 1 t@ C
/ I I , 1 i � 4 i � / 9b1J ^ li �l �' � ` -. TB to of et elnv. � p' y _
� � ,j � ,P � ' / f ` � Exi}l� Kwpane _ . �. ,� p °�' Iandscape Architecture Site Planning
i . / �`�i f i� to �5 rdmoved/ � TW top of well elav. E ro electric Ilne 5543 Bitterbush Wfl Loveland. Colorado 80537
� � : F a�et . -, . Exl %'�-- � � i� I ntad 1 "`�, � " � 7 P� Y,
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�� � � i �t9P `895 � . P�^9 � i �`r���� i7� � . � � � + UALF waldad wlro fabric W prop. watsrlins �ail: drbeadle�qwest.net
i
// � � ' WS 4 d/ ool wL4Gr pwfaCe
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/ � � / " / - � � -: I � � � � -PM- ro /cEble t.v.
� �� � �sem � � � �„_ � �� � i � � _ P P. p�^s
� V . .d i i i [ li i 'r . I � I � L i - �ew_ - _ ezie0. cantour
� � � � \ � . � � � __' _ � � � � dlrecUpi of el e
� i L' li i �i }v i i h �F �p
� . � 'F'1r � � � �
� � � C< - � Hen� 99O � ��-�"91.15 �� � � � � Q �/ �Y � ��+ -�+e- prop. Gaatouf .� dlreCtlaa of ewGls -
� / � �� wi � � � 1 C „ ���� i � V ' /� � � \ �° � Fse��s �
� ' . ° i 1 � \I C / `/� / propoeed epot elev. x -n
r � <� . �e �j(� � 3:! 1 � , \ /� � � r prop. dry-leyed etone well
� / � � _ L - / �� /� � \ / ftyp� � � 9t e .. �lo I � l ' !FS b115) z,�.: -�� - .y
I
- / � � ���t. � / y' ,yD � \ � � (�) E et. Aap en Q v'U / + axbt. epot elev. �� Prop. boulder well
,,�" ound m R
1 ^� ethua Lf � 4 ��d��� � ro wt Ilro /
�� / Boulder ,Ulelle l_� "' � ny � 9M . a�e ia�tad ',/ � � P P y -- '7
� i0 �ORIE (II Et / i i � � �.�, � 9P � i l�yp) � � (�+ � � � � �� v.aiew ��{ � ��
caneVUCllan Ilmit line 1 I /�
Property Line i � � � Q, � ' / � � � .� .
\ � �� �
�� �+�� , � � A �, � ���� � / � �� ' 1/ -' _- eenterllne ��- � �������4i�i� Exiee. ueee to remain (�l . Q . . '_
\ � 1 \� Exfet �epene � o
iJ �' / � ' � ,�� . � � � � � � \/�� /- co Lemam \ /� \ � �,.�g,�, � �
�� � 1 � � \ � . . .. �ZZS �iC � / � � \ � � yP > 0 /� - � \ _ _ - - - bulldlagenvaloPa ����iI101D`p
� I � \�w � � � � \ � \ �p/ �` � �# � � - � -------- �e�,�. �,�,,. PROJECT: 0527
p�j \ �� � �m �r^ •• •.� � } 0�8 /1 / ( �+ / . Exlet. trem to be
�� / �� � " f� ! \ / / � � ..._ _ ua�cp�e�cwaemo�ed
i I v` � i �� / � ( Stor�q e Are� �� � -� _ �� 1
/ � \ � � � E isi S �Aep6�TrenepM�.s, � � ,� � + � . ARRI G O N I
� � � - i c� o�u. ���� � %
� �
� � � gC � � / co°dmef� l� � � � �� � � 1 �v - � /
, -. � � , , v �� ,r ., _ , , % ; - - - - - - ��o,� �,t,��,�, ��, RESIDENCE
_ , 1
. � j�9 : \ � � � \ rJ (/` ` � � / \ _ " " ' R'opoeed Eroelon Fence
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m - . \ \ ~ � �1.� �` � �\ bsy, \` / i � Propoead 3traw Balee
\ � � 19 C
a ' _ � �� � � � �'� �` ,�°�"� � �' 6 � 3 � 1722 GENEVA DR. �
� - � $ � -' � � Temporar� �roaion Gontrol
� � s - ��` � � �° �=�� �aW ��. .��,�,�°^ �,^. °ti°�� � �.���� d�� ,,,s MATTERHORN VILLAG�
m s6 . � -- \ � i corrtructtan end lendscepw�q per�ods. Berms shell be
� s6� � :�- � / - \ \ ' loeat+d eeeord to ths pTaro end es rsquv�d to VA I L
m 4 , � �....�
q , � % COMf01 NI-Off G l�IG�� 17o MMSd��� KXIOr
� F ? ------__.. ._.-•� _ � ( + , to aoccevatlon �
, 9� .. anm � / � �
m s� � � � i� � � � �\ �d�eNeBe seiuelss notlito axeaed 25' e kkarvab fn COLORADO
m Ad,]acent Pvmt. - See Plan L�T � � ___ - T ��� __ TFr Conlreelar Mxll bs rrponNbls for prsvw�ting
m _ - � � _ � _ eFr r�l�es� oi s�dM�e led� mew Rom Ur
� I "x 2 " wrought m(Iled orname.ntal �_ _= �� � \ ����� stu, end �hell bs rsqutr�d to xroeell
� Max. Boulder Size sieel bar stock - Submit shop _ ' /-�_ / � ` / e�dd��« ol f��I��d����
°0 Walls leee than 2' tall - +
' ° 18" max. boulder dim. drawings. Paint and prime bldck . � _ � � (
� Walle greater ihan 2' tall - ' Provide mid - ost on rall �- � � i �� � \ � / � ,
36 " max. boulder size FtnlsF�ed grade vanes 12 " m y--
m Min. Boulder Stze - eee plane T�, spana over ` � * � , Proteetin� Natura I �eatures
�+ Compacted subgrade
�, Top half of wall - Stone Ste s _ - � � TM aree of disn�tion will be compielely fenesd to
12 min. boulder dim. 6 " layer renular backflll p �r -`` � >
m � Q / protsec �urrarKiing vidi.wrb.d v.gsteaon. itr ar�e�
•• Bottom half of wall - wreppe w/ fllter febric � /
wi 4� erf. PvC drain une Install posi in 12 " deep PvC sleeve _ , 1 whid+ er� roe �endxap�d but wtthM tly disn�peion zorr
m IS" m�n, boulder size I� - - � wlll be rev eteted to meich the rietarel v etetlon.
If requlred y the Sollb Eng. w/ non-9hrink grout. . - - � --- _ / �9 °9 SITE PLAN
< n m m zm � Moderate Debris � --- -- ' -__ All exlsting uess designelsd to ranein wfll bs wrrand�d Wlth
� �p Flow Area - Mow Fence NaWlled a! the d-ip IMS T'hs feneMg wtll rwnaM
j � �q Bouldere to be flat layered -' _ �� -� �- OT � � / U'rouG,h th� �nf.ir� ConstfuCtion �riod.
I random mosa rock or eandstone `" �p ?9P�
em NOT I � , . � 3 2 per Bach Gulch req. - - I � SCL� � C.° : � � � = � � � � _- - i
� 6 "min. review w/ Owner's Rep. � � � i
� Inetell walle et the , • � For ap�+roval prior to � \ �`
o dlrectlon of !he InatdlldtlOn iy il�,��{
� Arch�tect In che field. ;� ' � -.- r iu,�
Intent ie to create
variatlone In the 0 N� �
3 wall face to allow ' All boulder walls over 4' -O" tall
? for horizontal eurfaces � wlll be deslyned by a�d heve their �
yand planting pockets li �� '� ' • ; � .. Installation monicored by an Englneer
~ regietered fn the stace oF Colorado \
¢ Bwy bottom boulder . �'- ! ,. ' I il I.
by I�1 eo v3 mi�. � � provide random bouldere � I • I
E at baee of wall to reduce
- vertical appearance of FInG.
m wall fece.
a �•LO
^ T1' fi IC �4L BOULDER UJ� LL +� ANDi�� IL
m
o s�s i6: KTS. s�e ie: ri.TS. 1AN 15 2001
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� DOUGLAS MILLER DECHANT ARCHITECTS
i /
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/ / / / / \ \ SHEPHERD RESOURCES INC / AIA
/ POST OFFICE BOX 1624
/ � � , .,,�, Landscape Plant Liet AVON COLORADO 81620
� `•o ; �
/ � \ �,��. Arcigont Reetdsncs - vatl, CO T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I
/ � �`� � .4bbr�v Botanicd Nmn�/ Oa"tlLy ��
/ � ��� wM a� ��� WWW . SRIARCHITECT . COM
i (� ��
� \ o ; ' , DeeTduoue trees
� � ���`��' L. Pf Populus t+�+mJMd�s 6 ]' uL 61D
/ � : ; G AKa� 6 9' caL 6�G
_ l � '�,�; �l� ley�pl�.,e e-so Ex�.s. Mp., �rn.plarn,
\ \ �, �� W abow nt�Yiu� �lar w rr�h pWit taul�J
� ? Evsnar�sn Tress
'j-'', � � r�rcwa pw�p.,�. s e� � ere
w
� ;55 �� �i, Goloredo 8pn�u 9 10' FIHt D�
,-O ! ', ; �'�
� �' o� � �';o� i � �� � Dsetduoue SFrubs
� � �'� / � �7 � ' �� + � � C61 Cornua atoien{/era 'IrantL' 4 5 gd T oc.
� � ��qi , Approx. H�gh `��'�, � 1 I ��
Hazard Debrts t \ + / � �NM� �Wi �ogwood
;o ; �o LOT 11B , - � � ° "� Flow une ' �' � � / � �dx ru,ityw,w � 'a.oadnwor- e e g.� s� o�
`o � � � � ero,a� .►,�
\ \ �=o O`� c1�'o�' � 1 �� - .
7'}� �,,�'; p � �'- '/ SD" ` f rCr Prumae Btastyi Pawrw� 8utbs 9 9 g�L 4' oc
� � _ ✓ o`CP Q°G`�� / �_ - ��ts`'rj'��o_n-' ' o.�ing W..l.n E�rd ot�n,
r O '��7 Q;-`� / .-.� ; '� .•;�; ', �_� ; _7r- � T'IR Yahasi{a teperu 1 I gd M' on
\ :o`� o�1�'� � ?� / / .ro=� e�� _ _r_-�`�t' ��° �� ��� ! c...pvg cobreee �ae�ly j
`' O ; f'" \ / ��4a;�. / � _-`� ; , o t r�i i � i
;o`�Po� \ ���� ' ` `- o �' � � � ��'"� � � � � � •"�� Peremtel Flowxs/Grouncleovxe
� � � 1- �� , � �� — � _� ��-� o p- t� � � � - r LOT 13
� �n' on� n• or� � 'a � U _ � - � �'� 1 1 ' - ' ���� � �' N� � i � � � SOTd: � a� n+�K+w hIP�+ ana qnar�iit+., m w a.e.m,wa i
,V' o`�J' cS '�� f'�" � � i^�', � � � �J / -l �;? '� iyA'`� � W'�� i� � 1� � - 1 . \
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r,-r� I/i +� '�Cf� o`t7" a \�� .c X/ � ;r� o`-�,i`- q`�=,�_�� r �ri�, / o�0�.2`.a��C?`=� � �� '���'s�,c a�����^� �/ . 1_ * � .� ,. . �
��- ,r _ - 7� _ \ = ��� \ � � ,����/ _ / ? \ + � �r-' W ,� PPie' � � � PPn � .
���� � // h_ % o ' 1i � �1 i7 � � ��,.�� i } f , � i � �" � �f + � 1 � / « ��5,,.� .t . - ' . .� ��. W ` , �,�„
. � �
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'�.. �C, , �� , � r� � � � � �i`}�` � � ' � � � / G- � � /� �1'� �` :�"Y i� . . . . . . . ��I�IIA��� . . � " � � , 1 � + � Proposed Deciduous Trees
, ; �,� � � � �
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-� . �a�i��m \ ,_ W . . . W . .. . 0 . >` �
� a�a�,3� �o o � o ' o`iOZ VI , 1 >' s.
\\. `o ;� �._ ',. • ; o ; �:- - � �' � ° ` ° Proposed Evergreen Trees
� "" � �4;,,,,,� . . . i . � DATE ISSUE
�� ��O'� 'C,�� � _ � , - � . � �3" : . /
�� _ �
�� � 7 �� � 7�- � � � 1 ` \ I_ � � • +� ' I �rrz � � � - Proposed Deciduous 12-22-06 Final DRB Review
� ��; �� *�1 j� � � � � � � � + I � � � , � �� . � � ( Pacio � � . � Omdmental Tree 01 - IS-07 FinaIDRBRevisions
.� ��/� l� , \I / � � 1 . � � � _
�� � r �"y - I * � � - � \ • ° • � • • Pra � ;' I I � Gara e ` ` � " � � � ` � Proposed Deciduous
�\ ��''4-a�'•��.�- � �� - � I . . � !�. . y . . W . W . ' 'l . + W I I � g ` � ` � � ` I * 1 and Evergreen Shrubs
� \ � � � � .�A � �� - /� ��
� �1 .�� �. . W . . . . . . LL � W . `� Aephait I � W L LL . . + � � \
� � � . . W . W W . � . Drtveway . \ . / ','t
� � /_ �� � � Proposed Lawn Area
� � �� � . � . � . � � � � . . . � . . W � � � � � � � l . � � � y � J � _ i/
�, \� � � + � � y � . y � � . W W � � � �� � . � /� ' � Proposed Perennial Csroundcover/
� � -_ _ _ _ _ _ _ • V � � ' 1 � � * � �- � � Perenniai/Annual Flower Beds
- - ` - � \ L I . `
- - - - - - - - _i � �� � � � ` . W ��� , � �� �
� \ \ �` j `',, � � � W I \ �/ N I Proposed Native Csrass
� \\ � \ \ J � �, \ W \ � r. � � Seed Revegetation
� �, • . . % ,
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� \ �\� , ����Ii1 ;1/�j � � � � � � � Proposed 4 " - 6 " Cobble Mulch
�
� I over ftlter Fabric
, � � `pr,3 " � � �, �s� o �. �
� ``� ��a �
�� � I E� � =, i . , � ` • Proposed 3 " -4" depth
� � � - �,�, � 1 �i ,' � ° � i wdod chfp mulch
� `: ` � ' � ° i � � ��� Arri � ni � . � ``� ' i. ` � � � - � Final DRB Review i
�W W . � cs� . ; � . � . . � . ��� � � � � �1 - _ _ _ _ Meta I Edger I
� � � ��� � � � �� �,3 � , � i�es idenc . . � � . �� + �� -� � _
�� . ��� ; �
I \\� o� , . . J� �� / / W � . � ✓ . ��� � � + 1 Daciduoue NOT FOR CONSTRUCTION I
�* \ ' �� . - i { �,r �1 , / Exist. trees to remain
C�EN� �/A DRI �/E � �`o � � W ° � W � , � � � � � �a��o � �! � � � �_ � — � 4.,,�,.,,,,. �
\s � : '` �r�rz ` _ `- �� � ' January I 5, 2007
�, \�C � . W � .� . � . � I ' �R � l % / . � � - .. 1 Evergreen = -
\ \` a / /�P .� . . ( \ + 1 �� �I
� � � � ° • � ° ' ''� � W � � � ` LOT 15 "i' �� v D a v i d B e a d 1 e
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� � 1 , . . . I �P � � , . < 1! �� % - Lnndecape Architect
I � 4 W W W r �� r� � j � 1 � IBndscape Architecture - Site Plfln„�no
/
$ �—�� � 5543 Bitterbuah Way, Inveland, Colorado 80537
�o � ' r � ° ' � � `1 � / / � �-_ � � Phone (970) 883-4170 / Faz (970) 883-5229
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� j� \ '' „ � j - � NAtive Sssd Mix 9: I
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� I I. y W . . � . W�. / �_ Ed9°f � / . W ; � r�ross .°,e.d: Multl-COlor Nigh Akftude S.sd Mix' Mtx as evetlebl�
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I I � - /- P �aR % "� �'� r ? �
/ � � • .. �� � - ' Pi � _ _ . � �+ � � f � Gaes Mix ,
� � � ` Y % - ' i. Dining • � � . � � � / + I Epl'r'elm G�sL�d LLMetgrass 30% I
� I l � ' � � �G • pep � Terrace � �� v � Dwarf Peremlei Rysgre�� 70fi �
�� Prrz° ° • � � � .•� I � 1 -/_ Blue Feseus 20%
' I /"' � ` W • /c. W y/W "' • � � • • / 0 � �/ �� � Reubsr Ca�ada Blwgra�� P3%
, "' " E / �
/ / "' W "' ' "° �6 /� \ Chwui Foa+� 10�C
/ / f �` � , �. , � �� � Pris^ � � � W . "' %. ` .�` W \\ � / � � ( /+ / Ullldfloar Ss�d 9% �
� ( � � �� � � � � � ,�� ' �i>ra�� •/ � ' ` �A��l�j //// . � . � y � . ` �� . � . � . ��� pr � ���� _ � � Eress � : �m oz ivar �mmo sq. tt. PLB. PRO ECT: 0527
/ / ,v/� }� � � �= , \ � y � � � . � �/ W . . .. .. . .. .�U Nettve Se�d Mtx R I0 oz par 1000 sq. f! PL.B. �
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/ / ' � / � � � . � ��. r � � �nm' � 1 � � � . . � W W W .� V � � 9Vaw Muldt
i / � r,y; W \ Prrz° .� K\ + � ► . . . ,. � . . . ;\ '� + �, / `\ I Gleen oat or whset�aw wsll seesaied �fore ballirig, hs� Rom A R R I G O N I I
/ / � �� ,r�. 1 � � LL . .� + �, � . . . � W �
/ , ��4 ° � � � , �� � A. '� / neeai � mature sssd-b�eri �taNu or roots of ohlbit�d or roxiow wMd�.
j ��. � . - �, ,. �, , o , LL Ed9�. . 1 . � W . � � - , r_ - � � RESI DENCE
� �-�, ' � . . . � �� ' ` { � , -Loosen soll of s�sd�d erses to depth of 4'
l' aj / � ' . �„ ' �---'� " � F,?\ ` ' , " ` O� ' �� " „ W /�f L \� �/\\ � \ �,rade soll of ssWsd erses to smooth svsn wrfau w/ mod�ratsly
r `�- .. �. �. . � . � � .� / �.�� � � - coeree texwre.
m ��.� / � � . I � �r2� s j � � / \� ��// y �0225 � . � �� / ( /� � � \ -�ly eeed et spseiflsd retes M l2) aquel saw�rge at rigM. engles
� , � W .. . .. _ �o" +��\ // . � ; \ � �/"' � � to each other. �
° / - �' � ` . . . ,I . , �� \ i \ � � LL � � � � � � I � « 1# � - � � -Plaae straw withln Id Frs � CZ) 50 LB betis p� 1000 SF, erMip IMO soil
m � ,� � ` � � � 0'�;m � �,8 = %'?�� ' ' ; � ���/ , / � ��_��; + ' Under� round Automatic Irrtaatton 1722 GENEVA DR.
m° i . � � � .���/�� � �( � J / � � \ / I \ �� All araae deeignated ae Perennial Graxwicovxs�Flowers/SFrub Beds
9 W W ���►1���� = , 's , — � ` ' — � / ` � � - - ' ehall be Irctgated w/ Ir� Mgh-pop eprey �d.. MATTERHORN VILLAGE
� � i �,�� �� \ � �` / r � \ � All new Vee end eFrub plantinge nof. wllhin bede
J �� y G�it% � \ ��,� r / � >' \ ehali be drip Irctgeted. Alt �etNe seed ereas eMii be tanporarlly VAI L�
/ / � ., � r � + �� V � � , Ircig ated ueing e combinetton oF rotore and spray heeds
/ � � � -. ,- ��� —'.�� � fi \ i ; urK.11 esublidnd (epprox. o�w yeerJ. p /�
� � — � � � � �� �\� / � Totel narmeneM under8ra�nd frrlfletion: �� �� f�/'1� �
m � ��� \ 'rl \ om` � - 0m 9F Laun Ar�e
m � � � � � ��� � �� �� - Drlp��tr�rigetian��to aew eFrube andl�s/SFrub B�ds
° � � , \ �a \
Q - - _ J�� � �\ - 9�mm SF Nettve gress temporory irrigattan
�
m �` . � /�J \ �' � �� ; temporarc� Erosion Gontrol
_ _ .
I
c��+ _- eum- � � � � �� � Sfraw bale s�IWLton b�rms ehell ba utflized durirg fhs
� / � � � � � _ i � eonsVUCtlon end lenclseaping per�ods. Benne ehell be
o I� �+ i �'C located eceading !o the pTans ar�d as requlred !o
o LOT 1 � ,�__ - - -� j� �� \ eo�e�ccevetionf a�d shell bs Irrtalled prior
� ` — - - - - - _ _ � . . — — — — �,� d�ee� etsrs �hell bs �rueallod at Mtervels io LANDSCAPE PLAN
� — — — � '"�- - - '- C - � � � dreMege ewelos nof. to �cw.d 25'.
c � � _ � � � � / 7M Gontraecor shell be responeible fa prevem.ing
m _ _ _ _ �\ � � ths releeee of ssdlmerM. laden weter Rom ths
� _ — , � ��� / conelrucLion site, and shell be requlred to Irrotell
� � a �- edditional corKrol facnkies at the drrection
� — T� � � ` \ of The Ourier or Msp�ctor, should problame oceir. II
� �—
m � % � / � li
� � � i � r � il
� Moderate Debrfs - �� � ' �--- - \�
¢ North �,oW �ee Protectin� Natural Features
6 \ LOT I � The eraa of dlerupiion wfll be completaly fancad to � I • �
¢ _ -, _ _ protect eurcaridf�g undleturbed vegeiatton. The arees
_E m � 1O 90 ,\ ^ � wPnch aro nof. landscaped bu! within Tha dlsn�ptron zons
_ � � wlll be ravegetated io metch ths natural v.gstelfon.
m � - All mcteitrg Vsse deei9nated to ranein wfll bs surro�ridsd with
a � � enow vence �rrotellsd et +he drtp I�ne. TFr fsielru� w}�I rsmeM
.�r � 'rJGc� � L.° : � � � _ � � � � tFrough cM snirs constructton period. i
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SHEPHERD RESOURCES ING / AIA
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� "�' ��t� POST OFFICE BOX 1624
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\ ��_, Temporary Erosion Gontrol A V O N C O L O R A D O 8 1 6 2 0
�, Ci ', BtreW bal� �tkeUOn barm• .hell ba uttlimd durlrg tM
� eawvuctlan end knc4eeping prtod�. Bwm� �he II f» T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I ��
?� � loeat�d accordirg to 4r plero a�d e� r�quind to
\ O � cartrol run-oFf ad �II b� nrtell�d prla
\ —" \
,j �� \ e,�� � � � to �xcavetron WWW . SRIAfICHITECT . COM
- � ry / n �", / \ , Ilkbr d�Ntpatrrs �hell b� Nrull�d at trk�rv�4 M
'` / Approx. N�9h ��, I I + + � ctaxieg� «uei« noc co �eNd 2s'.
� r� o �OT 11B 'j o��� Hazard Debrrs r��, � � / � ms convactor erau w r«p«rm�e var prevwmx�g
� 'o�o�-0� '�+ 1�9� Flow Lfne P � �` �� eom�truet�on s�te, end �Falal bs rsquirsd �ull
\ � � � � Ltmits of Goneuuctlon � /
.ry=✓" �.o �m ;�` � / or tYr Owris' ar NrpKtor. Nnuld prabl�nu occ�r.
e tt�one convo eU itir ee tr�ct�on
p-c�O�� p_ et Prop. Line - Inetall / -0`090'�'�-'
� i o (� R�'" eoneVUetion fence / ..3�` �j � o� v"'� �
;'- n� ',� duri coneiructfon � J�'� �`�- �.�5 _.
y'' � ~ �p-pJ
. Y I'� �� 1' / lS7J- OJ� ' V V O C' � �� - \ rrld_
Protectin� Natural Features
, , q �l c� V 'T �j a _ _ Qa�-'" � � ,�a� „�� h� "j�. . _,f i
r,'� ��'�-r � o`��-� _-:,` ,3 � , 1�-cf���' 04-�" � � � \ � � `'� LOT 13 �
7 � ,� / —/ Y .�� (�r/�'� ( .�� \ � � � ` TYr er�e ov disnpeion w�ll k» compl�ly v�ne�d to
o � a 1� � u � o / L � � .!� i �
��c_� - / � " � \ ��o � � Pocset surrourding uncfu4urbed vsg�tation. Ths erses ��
rr� Q�° c£' � / :,•'o`�' 1 � � X -� ° ;�c`�� " � V`" ( , � uhich Ars rbt Ie�,Wcepsd but withM the dtaniptiai roro
O � � � _, ( . �
�r'�Oy��, oO � � _ ,r � i v;a(���io�� � � .t � ,foC� ��->-� � �o � l � _ / � ��
� � , � ns�' wtll b� r�v etated to match the rNwrel elon.
�� Q � 7 '-' O� L � 1 '.3l1'�.±. � u-c�0 O„'" � ` u O -. � \ � A.�� �(ISiNICj flN! dM1�11lEK.I CO IaRIAkI WIII IH NY�OlY1G�K) W1SFf li
\ \ / � 7="�
._- � ,� O ( � ("1 7��� l ) �� (���-, �.� r'� \3� � / - � � -\ � tFrough tir �M.Ir� carn4uction p�lod.
'Q�` I �1Or, (1Or,� � ' .,. C) Jr,�Q i� p ( ) O �)i�bJ� / =L,rZS O / — � — + "1 O �� � P �9 �
i I 1 \ � I � � y �noW fsnes Instell�d et f}r drl u� rn. r.�i Wm �eM
���'��y— � �TJ" o'Y7"' & � �,��, � � , t�� (�T"�'Y�_��Q„p�a�o`� � Q�A`GY«ti`fi� � + �� '1 � � �' _ � � 0�. �
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DATE ISSUE
� .'• �� � i �� ��S � ��,� � i � 12-22-06 Final DRB Review
\ � =__-_� _ \ � I � � \\�� � .� � 01 - IS-07 FinaIDRBRevisions
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in cirb and gutter � � Perkir� � � � � � � � \ I
for run-ofF c7�ntrol � ` \ �� � �' � �' � � � LImIU of Gonetruction
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� � , _ . "' � � �� � �ci,� at Prop Line - Inetall
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a � I � /� / � . , � ;' � �:��,+� Iandscape Architecture - Site Planning
�� � D '' : / . � �' � 5543 Bitterbush Way, Loveland, Colorado 80537
� � � � i / / " � ���� " � � � / � �� Phone (870) 683-4170 / Fea (970) 883-5229
�� ' � � �� I r / � � , � �� ' I� -��+ � Email drbendle6qnest.net
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ec Prop. LI e - Ineeall i � / l
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I 722 GENEVA DR.
v S56 _ - - �` � � � �� MATTERHORN VILLAGE
J S6`� \ � � � � \ � .
` � � =� _ � � � � � VAIL,
F �� e��m ----� -__ � �
m �oT i � 9�9 — — — �-�� �� � � � �� COLORADO
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� � SCC� � C..° : � � � = � � � � M� Flowt� Dabris - . -----.. - - -�-- - �-�..�-- PL/'1N
� _ LOT 16
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NOTES:
1 ) DAlE OF SURVEY: 7/25/07
2) SURVFYOR NAS MADE NO INVESTIGAiION OR INDEPENDENT TITLE SEARCH FOR
EASEMENTS OF RECORD (OTHER THAN PLAT7ED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, ONMERSHIP TITLE EVIDENCE. AMENDED PLATS,
OR ANY 01}1ER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH
MAY DISCLOSE.
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANV LECAL
ACPON BASED UPON ANY OEFECTIN THIS SURVEY NITHIN THREE YEARS
AF7ER YOU FIRST DISCOVER SUCH �EFECT. IN NO E�FNT. MAY ANY
' AC110N BASED UPON ANY DEFECTIN THIS SURVEY BE COMMENCED MORE
O � � O� 40 ' 60� 1HAN TEN YEARS FROM THE DATE OF TNE CERTIFICATION SHONM
HEREON.
APPROX. HIGH FOUND PIN Ac ALUM CAP 4 BASIS OF ELEVA710N: SEWER MANHOLE LOCAlED AT WEST EDGE MATTERHORN CIRCLE
FL��LINESBRI LSy�14109 ) ANO LUCERN DR�VE. INVERT EL=8047.8' . MEAS RIM EL=8058. 8'.
. -- ELEV= 8085. 66
LOT � � B �UCK wAta. : 5) BASIS OF PROPER7Y UNE LOCAl10N: FWND MONUMENTS MARKING THE EASTERLY PROPERTY LINE LOT 11A.
� � \ DUE TO 1HE LACK OF A RESUBDIVISION PLAT FOR LOTS 11A AND 118, THE VAGUENE55 OF THE
LEGnL DESCRIPTION PER STEWARI TITLE . , - LEGAL DESCRIPTION PER SIEWART TIiLE GUARANTEE C0. ORDER N0. 04035558, DATED 6/11 /04 FOR
GUARANTEE C0. ORDER No. o,oessss � � . , \ � LOT 13 LOT 118. AND ERRORS IN TNE PIAT OF MATfERHORN VILLACE, THE LOT DEPICTED HEREON IS 'fHE REMAINOER
DATFD 6/ 11 /04 . � � �
, � � OF THE PIATTED LO? 17 PER MAiTERHORN VILLAGE FlLING N0. 7 LESS SAID LEGAL DESCRIPTION FOR LOT 118.
�. � �' ` (NO OTHER LEGAL DESCRIPTIONWAS PROVIDED BY CLIENT).
1�� Q, �
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON
�� � ' ` 0 5' THE SUBDIVISION PLAT AND FIELD MEASUREMENTS ONLY. A BOUNDARY SURVEY WOULD
N 69 �Z '�'- SETBACKSSAYMICH M Y�VARYEF OM THE PLATT DI�DIMENSIONS. LOT AND
� \� 7) A PORTION OF THIS LOT FALLS WfTHIN A MODERATE HAZARD DEBRIS FLOW AREA.
'�s���„ . t H � .., � . . AND A HIGH HAZARD DEBRIS FLOW AREA ACCORDMG TO THE OFFICIAL DEBRIS
��'„� , �_� p�yT� p�Mj FLOW HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY COUNCIL
. i 5 \ � (UNDER CONSiRUCM7N) ON OCT06ER 17. 2000 IN ACCORDANCE WITH RESOWTION N0. 13 SERIES OF 2000.
�=132'14'19 j
R=SO.00� _ \ 8) POSTED ADDRESS 1722 GENEVA DRIVE.
L= 115.40� U \ \ P�r 9) NO DRIVEWAY AT THE T1ME OF THE SURVEI'.
T� 112.93'
C LEN=9� . �F� � � 10) ENTIRE SITE UNDER CONSTRUCTION. LANDSCAPING BOULDER WALLS PARTIALLY COMPLEiE.
BRG=S 35'15'23' E \ ` "" " ' ' �
(CALCULATED) � 11 ) 3 STORY WOOD FRAME/SIDED WITH WALKOUT GARAGE WO00 SIDING PARTIALLY COMPLETE.
���p x39'��j�� - --� � y 12) PEAK ELEVATIONS TAKEN TO PLYWOOD SHEEIING.
\ 1�� \\ N�
GENEVA DRIVE p ; � �
( 50 ' RADIUS) �,���� �` � A , , , .. � , . �,
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\ � � LOT 11A \
0.228 ACRES \
/ �o � \ (CALCULATED) \
\ � EASEMENT
� (PER PIAT) ��oo'
O�ERHEAD
\ ELECTRIC
� LINE
IMPROVEMENT LOCATION CERTIFICATE v�iiE
I hereby certify that this Improvement Location Certificate wos prepored \ � \ �
for euz ,v�R�cor,� , LOT 10 — .
thot it is not o land survey plat or improvement survey plat, and that it is � ' — �
nat to be relied upon for the establishment of fence, building or other future � /
improvemen! lines.
I further certify thot the improvements on the above described parcel on �
this date, 7/25/07 , except utility connections, are entirely within the nREA TO NORTH OF THIS � LOT 16
boundories of the parcel, except os shown , thpt there ore no encroachments ODERATEUDEBRIS
upon the described premises by improvements on ony ad 'pining premises, FLOW AREA \ �
except os indicoted, and that there is no apparent evidence or sign of any
eosemmt crossing or burdening any part of said parcel, except as �oted.
FWNO PIN A� ALUAA CAP � �W� Q� ��R....
� . �7 1 LS�t14109
D�SIGN REVIEIAI
Michae! �. s STAFF APPROV/4�
Colorodo P.L . 30118
DATE: U �
�oto: 3� � $7AFF•
IMPR ❑ VEMENT L ❑ CATI ❑ N CERTIFICATE
LOT 11A
O �� //y{, MATTERH � RN VILLAGE FILING N ❑ , 1
41199 HI(�IWAY 6 Ac 24, EAGLE–VAIL '`� � � T � W N ❑ F V A I L
P.o. Bax , Z� EAGLE COUNTY , C ❑ LORAD ❑
EDWAROS, C0. 81632
(970)949-1406
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