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HomeMy WebLinkAboutVail Village Filing 13 Block 1 Lot 8.PDF - - _ _ T _ , _ � , Lot 7 , � ,. . , �� _ � � � GENERAL NOTES N 89° 04' 18" W 140.83' `� __ Contractor is to visit the site, verify existing conditrons and familiarize himself with all work. In Lim�ts of Disturbance Fencing` the event of discrepancies between the drawings and existing conditions, notify the Architect ' ��\\_�..;, before proceeding with the work. , ' ,�z S'� Sod �` , Ali work to be performed in accordance with all�appiicable codes and regulations The �r`�``~\`� �� � '�;� 10' Utility Easement �--�--�-�--��-�- � \' 8� _______- .-- Swale to Drain --- � Contractor shall remove from the site and dispose of all demolition materials, debns and __ \ \ \ '' . ,y.;�:,y,,..,�.. .,,.,�...,rT �,. \ - S2 rubbish as soon as practicable. Protect all existing areas from the work and repair all �,��,�� �,\,.� \�, � , ��� � �, , \ � Sod damaged work that is to remam. The buildmg and grounds shali be kept clean at all times. � � � \ � . �, P�EkErt� l��i��t ' � \ , � ��\_���\� ��� �',"�,�:`` ____ � �� rt� µ , � '�:���' 15' Side Setback _�_ All exterior matenals, detailing, finishes, colors, etc., to match existing All �nterior maferials, ,�,�;;\';�����\,���'. � � .� '� �� ' ; �� ` '`' . , . ' � �o match existin or , \ � \ , ���-���� � , i , detailing and finishes, including material and performance specifications, g . ,, � � � ; , \ , , �.�, ...,.�,� ,� .__.�....,.,... �,,.�.,..�-.��..��,....r:.�..�...,,..,.�.. . � ' • • as selected and/or approved by the Owner. These include, but are not limited to, floor , � � � . ' • t �•> ' ;I MANNS RANCH ROAD � � • , . � � firnshes, doors, hardware, trim, stairway handrails, closet systems, firepface mantefs and � . . . . . . � a, ,..; . , � ����,,� ���,q� � ���,�;,, �.�� ����;. '.� - � � � hearths, built-in fumishings, cabinetry, appliances, plumbing fixtures, bathraom accessories, i� , � . � ��������:����������� , � � � . . � ': �� � � � ' � . � ' � `'� --�--�, Irghting fixtures and trim, sound and security systems Provide blocking as required for � , , .. , � � ; . . .� � ' . o� � ' ^'` 83� proper installation of these items � . ,,.�...._,......_....,._.,..._ � ..�,,,�.�....��„y,..,�_-r._-.,.�i�.,.v,�..�. . � V c`� The mechanical and electrical systems to be designed by the Contractor, required sub- s � ���`""`N"�""�"�`�`V"�"�"� """ . .� � � �� �� '"'"°�""�t"`� � � ' �' � ' �a �`� contractor or other consultants and a roved by #he Owner. Sound �nsufate the floor system � � j , � . . . P� �'�c����' � y � pP � e = 79° 25' 24" � � � ����� �'� � � � � . . � ��� and interior walls as determined by the Owner � ��rk�n .�t�i�.� ����:��������#���� : . . � � � � R = 50.00' € � � � : , . . � � , I� � � , ;ll�iEi��i���9�tk�. ;���� The Architect assumes no responsibdity for errors, omissions and applicable code ' L = 69.31' . � � � � ������� � requirements of consultants The Architect assumes no responsibility for utility coordination, � , ..�....._.._._.._ _�..... .� ...�..._.:.......M,.,...:.,.,..,....�.;�....,,�.,:......,:�,.:. . . . . . • . ,c T = 41.53' ,� ' � - �� � . � . �� .� , � � � . ,` . •���'�� , ��o� care of adjacent properties, performance specifications and the components of construction ��,� / '�"' % %` ' ,;�'�'� �� � � � � � � �`�����` � � �� � safety; nor for the Contractor's failure to carry out the work m accordance with the � �� ��j// � j' , P`�r�kt � • . • .: . . ..:����'��� • ' ��w,o '�l �� � �/ '� --- $352 Construct�on Documents `.;� � �i / . � r , - ; The investigation of hazardous materials is beyond the scope of these Architectural Services �// �� � � � � � . Spiral Starr The Owner shall be responsible for all existing hazards on the property; and for the discovery �� '� ' - � � � . . . . , ' � � presence, handling, removal or disposal of or exposure of persons to hazardous materials, - �� � . . � . - �� waste or substances in any form on the property, including, but not limited to, asbestos, e�aa � ���� � '�'"������` � . . . � . ". � ���. � �- asbestos products, etc. . ' 5 ,��o�� F . . , ; �� Ownership and possession of the origmal Arch�tecturat Drawings shall remain that of the t �O ; • Arch�tect Reproducible copies will be provided at the 4wner's request and expense. These �-� � . Sod �Note� Roof overhang to match existing and Drawings are not to be used on other pro�ects except on agreement in writing and with . .� f . � � �. \ extend 2 '/2' ± beyond face of building appropriate compensation fo the Architect. � � . � � o � � � t �� � � w , Ovefiang i�bq�+� � SO � � �ot 8 ���� � � P ROJ ECT DATA w �. , � 0.384 Acre _ � � Site Area: 0.384 Acre x 43,560 Square FeeUAcre = 16,727 Square Feet �� D�I� � ^cb o ; Wood Fence � o«.°j Allowable GRFA: 15,000 Square Feet x .25 = 3,750.0 Square Feet , I 1,727 Square Feet x .1� _ +172.2 Square Feet ry 425 Square Feet x 2 = +850.0 Square Feet I � Total Allowable Area = 4,772 2 Square Feet . , , ,� I 4.772 2 Square Feet Allowable = 2386.1 Square Feet per Unit � ' Tract B 2 Units +250.0 Square Feet UnitA � 2636.1 Square Feet Unit A Allowable GR�A �m �S�S, a; ��8348 GRFA: 1,845 0 Square Feet Ex�sting UnitA ae Sefbac �� +695 5 S9uare Feet Basem nt'Leve!Addition r � � q , �` � � 2,636.0 Square Feet GRFA Unit A +1.614 0 Square Feet GRFA Unit B � 4,250.0 Square Feet GRFA Total GRFA % � Building Footprint: 2,585.5 Square Feet Existing Building +718 0 Square Feet Proposed Addition N 3 3,303.5 Square Feet Tota! Building Footprint 62,�. � 26�� ,, Site Coverage: 3,303 5 Square Feet Building Footprint = 19,7 °� Site Coverage , 2 L�, 16,727.0 Square Feet Site Area ' ���28� Landscape Area: 16,727 0 Square Feet Site Area � �, -3,303.5 Square Feet Building Footprint ' - LOt 9 �` -1.742 0 Square Feet Driveway Area - ; 11,681 5 Square Feet Total Landscape Area 11,fi81 5 Square Feet Landscape Area = fi9.8% Landscape Area 16,727.0 Square Feet Site Area � Snow Storage: 600 0 Square Feet Snow Storage = 34.4 % Snow Storage �� 1,742 0 Square Feet Driveway Area INDEX OF DRAWINGS ���. , 1 SITE PLAN 1"=10'-0" A 1 Site Plan, Generaf Site Note, Building Layout Note, Landscape Note, General Notes, Project Data o A 2 Main Level Plan, Basement Plan, Roof/Upper Level Plan, z Door Schedule, Eagle Window Schedule GENERAL SITE NOTE � A 3 South Elevation, East Elevation, North Elevation, � S�te data taken from Improvement Location Certificate & Partial Section @ Addition 'co � ; Topography by Eagle Vall�y Surveymg, Inc , 41199 Highway 6 8 24, � � � ��Y��� y ' Eagle-Va�l, Post Office Box 1230, Edwards, coio�aao s�s32, S 1 Foundation Plan, Main Levef Framing, Raof/Upper Level . � - 970-949-1406, Job Number 1673, Date of Survey 9-25-90 Framing, Sections, Structural Notes, Structural Specifications 3 �r��� , � �� BUILDING LAYOUT NOTE LANCISCAPE NOTE . Pr�or to construction, a iicensed Surveyor shall verify that the existing The Addition is located in a grassy area that has no trees or shrubbery. buildmg is situated as shown on the Improvement Location Certificate & Therefor�e, t�o trees or shrubbery will be removed. Furthermore, because ` Partial Topography by Eagle Valley Suroeymg, Inc., Job Number 1673, of the dense existing tree coverage, no additional landscaping is proposed. - Dated 9-25-90; and that the proposed building addit�on �s located within the The grav�el parking area �ndicated on the Improvement Locatior� Certificate & allowable building envelope. Should any portion of the building encroach Partial T�opography by Eagle Valley Surveying, Inc , Job Number 167�, p 1�/Lanaenwalter Architects. L.L.C. . into the 15' Side Setback or the 15' Rear Setback, notify the Arch�tect Dated 9-25-94 no longer exists All disturbed areas to receive sod to match TURtLLI RESIDENCE David Maric Pee�,A.1.A Kathy �a�genwa�ter,A�.A. immediately and do not proceed with the work until the issue is resolved exist�ng conditions P.O. Box 1202 Vail� Colorado $1658 date 5-21-03 - 2960A Manns Ranch Road - Lot 8, Block 1 , - Tete 970-476-4506 Fauc 970-476-�572 p�� - � Vail Village Thirteenth Filing d�, �� , _ • Vail, Colorado - � ' � sheet � of�- --- -- __._ _ ---- - -- --- - -- - - - — r _ _ __ __ _ _ __'__ _____' _ _ _ _ _ _ ' ' _ _ ' _ _ _ '_ ' _ _ ' ' I o�;�?�.� � _ 4 �b ; ' ,�n�� 3 S 4 � 4 � y ,�, 3 � , 3 \�b � � ; - �� G��u t t,✓� , , � �, --- ---- - - - ---- — - -- - --- - - -� � G��, �''� �v'� --- -- - _1��'�i! ----- � �i%z��_�---- --- �.l..JJ./ I� -v--� - ,�� I� � �/ � , � ; � i� i � ,� .��, �I � � �; �� �� �� � ` �� ;I � � � i � � - � ?�� , ,� �, �-p/�� - �� � -a _ ,� '� 2 � , _/, •- - --_ ��_ �_'_C___ � � ---- - � �'I � _ �' --�- �- ---— - - - --- - -- — -�� � � I ,�°�� �'° , ( �'°� i � �' � , � ' � , � � , , -� � Light Fixture to � � ' - � Match Existing , , �Q N i I O I �N � � , ( � 2x6 � 12"O C I 2 �,I � , Window Weli � Edge of Roof � , � � , North Wall �nly O '� , � ____.__ � �„� __--- ` `-- , - - __� Wall Below i _` __ ^�_ _ , ,� - �,I�1 ( , �� Concrete Foundation ` f � ' 3 ' Re structurai � ' Fieid Verify C{osetl �R l � � � � ' , ' � Configuration I �- - '9 T� ^1 E � , -' `�` Framed � ./ --' �---�"'"" I � � c° CIOSet � � -�, Opernng � �� � � team,/F �e� j � Basement a o I • � �4 `N�_ �,� � � � S wer � i � � I � �� S� � � � � o�� � �� _ Crawi S ace � - --- __^_ �-_..�_ ��-__ �t�` J Bath i ��, � � s - p , � �' � --�► z - � , , � Railmg per Code _� � � Ridge � - � , - S elves -.�� '�: �'� -- - ( 1 = °' ` \ � c Gara e N ! � o �, — -- ,,� , r \ ���, �� � i � o f � – 9 � —� �� ,, � � �. , u cn $ � � � � � � �, o ; � � � � ,� � � �, , � � 1 � � p � - � � o L � , ►, E_ � �_�+� �`�� Linens � /� � ,�' % ,i °L /`� i �� _ �, � ' '���' I y ° � " ° � � � - - ;' �� , ;� , I , _ _ � _ �__ N c� � ac� Cut out Existmg Foundation Wal, , � � 4 ; j Tub � �y'/� a � I �j�' � �i- , w -� � � 03 0 � Extend Garage Slab Over Top to ` � , � ' � / �% ' � �' � 1 �� � � � rn � / Create U er Ste to Basement � � � 4 , �j � I „ �o �� � � �� � r� � r �� �/�',f'' ; ^� � � '�/ � Twelve 8 Risers = 8-0 from Top of , _/1/� �. � 3 � a � � �.� Pp P v .-/� ,_ ' � � � �j� � ,�/f 4 � , 7 Basement Slab to Top of Garage Slab, �'� � � _ W � fl , �, ; � , , f Eleven 9 Treads = 8 3 � m ,�/� ----- ---- ; ,� r f! � �?� �, ' � ( � ,{� '�- `c a� ✓ C��'� � �/ ° I � �U I -_---_ �- �� � ✓/L _ (�� __.__ , I I } � � � � ' � ��- ' ° c " i�' , \�-- - � � � Pipe Column ( �a_ �•- � N Porch � ' ' � � �� —� I i �� ; ; per Structural � -�,�- � � .o x � _ Entry . ; l'� ��'' � � ---�l --,�, � , � W (W –� - ; � � ' � ' ` ' � i ` -��, � � ' � Crawl Space R�dge � I ' Ni � � , �I � i ---_ -- ; — � ' � C � , - � - --- --- --� . �Vlaster Suite ��1 : � � � � Remove Existing Window, Door and - ` , --�� � , � ! 6 ? ' , t"{=. I V ov ` � Laund � , �- ; I � � ���, o _ L�� ��vQ'� � � Closet, Patch to Match as Required __ , . � , I_ f1 _.-- -- - � � � � � r-f c'+o `�° 5 1 � n s c _ _ ____ ______ e_ � _�, tnstall New Wall i _ _ � , � ( ��� rn m � ' C/ Shaded Area Indicates � 3 t , � � % ���_ -' for Pocket Door � � ' " - �� � � � � � .�1 New Construction, T a o � ,� �� �3 �, � � P�pe Colu n � ; y c LL : ��.�to YP � � '`' Media ; -� , per Struct ra) � ! w ° � � y �� � -- � �" � '� ' `v _� � � , ° � � � � Cricket r � � -- �p , f�, , �� ' , - .�- , ,` � � � � � o o � , �' � � --- , ��` , 5 � ; �` ,' ; � � � u. v � Remove Existmg Windows and Door, , / - � � ,_ Dn �_ I � }�± Pnor to Removing Walls for � ' _O < � _ , �as /� I O I i Install New Frertch Door and Patch Exterior Wall Below � � � �$ Pocket Doors, Field Venfy , "�� � � "'"�� , Fire c _ _ � —� _ � ____ � � i � W a l l t o M a t c h a s R e q w r e d, F i e t d V e n f y , -- - - �� ; . Existmg Structural Conditions ', � � \ � � � � Door Location with Existmg Gonditions _ __�__ Edge of Roof - + � � F -------- -- {� � ��� �; 3 � 'i ' �� -�.;M,� � / Chimney , --- ----- ---y� �--,I-- __ ----�-- - --�-_ �:- _----- ,� `i�a' J�' O�� -�--- �� _= � � �� � � � _------�� C- _.�--- --- ------- ---=�-=--..� � - --- - -i-- , � / � 1 I I � Shaded A ea Indicate , � � � � �_ ____�i ' ►!; �nsta�► tvew , � -�/� — - � .5. � � ! ' ► -'ry, Roof De�k , � � � `f" � ,� , New Con tn.iction, 7y ' ( Pocket Doors � — � � �" � �- - � a . Offl \! �� � 10 � ; j • ^ � � , � �� , Q� `� , � � � � ; � Pitch Rigid Insulation �, ! , ; ! Kitchen - � c� __ i� ; I � 1 � , � 13 \ to Drain, Field veMjr ( � � _, ___ _ � j � L � � - , � _��-- -_ - - --� _ _ _ � �, �--1_ ' � ° � Detail with Architect -- - vj — �_ � -- i � Metal�Spiral = � � � � /�}�/ r , ' - - --- ---------- --- - --- --- - -- - - i --�' �� ' / � � Stairs per Code ' I �N � ' � � � � " � � + I � --T � I � � j Light Fixture to h ` __ _.� ___ - - _, - - -_ -� _ --- - ,!i �; �\ �,�! � ,, , � ' � i � Match Existing � --- --�- 'LJ �" �. -` ' � ' I I � ( ` � Remove Existing Column, - � - " ' 1� �"j`"- ,"-�-�^'�J� � - Dn � � ` �; `� ' Replace Existing Beam �'�j� 2��'�'� � �� - ��+� L ' � �' � �p ll� � �/ Shaded Area Indicates Meta! Railing per Code � per Structural -*! -- -- �' /" � � � New Construcrtion, Typ � � i \ ,I � �`— -�-��ight Fixt re to - - ---; � f i pp,�n g�;k Match Ex sting � � � , _� Metat Spiral � New Column and Concrete ,� , i , i ( � �- c�� Stair per Code Pad per Structural I , -— - � - - ✓...� � ' � _ , Living , � . , �� ' c 9 ' , � , � � Dinin Replace Existmg � �► , F�rep(ace with Gas � � � U�it perOwner �o,,�j" `��i! J�, �{ ►.a/� 3E,3;! �,►a�ll BASEMENT PLAN 1/4"=1'-0" R04F/UPPER LEVEL PLAN �/4"=1'-0" � � i 2 -� ----,�- -_—_ � _ i` �-------- - -- - --__—_�.�, __-, I - I _—---- u- �' � %�•�� i�� —���_n _ __ _ — � _� �'� � 4 -- -- -- '� � ��� --- -- - - �{ � -- ------'%°_'���� — -- ���� �Q ' S �e"� — _---- - ---- �--- -�-�_---=�__---=-_ � s � � , � � �0 � I Deck `t�--_ � � �-- DOOR SCHEDULE EAGLE WINDOW SCHEDULE _ , - - - �ir � �' -- - No. Size/Thickness Mat'IJCore Hardware Room Remarks No. Nomenclature Type R.O. WxH Remarks - -- � 1. 2668/1 3/4" Metal/SC Entry Garage Fire-rated, self closure per coie 1. AWN 2018-1 Awning ' 2'-0 1Z' x 1'-8 '/i' _ ` � ` 2. 2668/1 3/4" Metal/SC Entry Master Bath Solid core, outswing, half gla:s 2. AWN 2018-1 Awning 2'-0 '/" x 1'-8 '/�' 3. 2668 1 3/8" Wood/SC Passage Master Bath Linens 3. CMT 2440-1 Casement 2'-4 '/2'x 4'-0 Yz' � 4. 26681 3/8" Wood/SC Privacy Master Bath 4. CMP 3450+CMT2450 Picture+Casement 5'-8 '/i' x 5'-0 %2' Field verify height�nnth finish tub height , � MAIN LEVEL PLAN 1/4"=1'-0" � 5. 5068 1 3/8" Wood/SC Privacy Master Suite Pair French pocket doors 5. CMT 2450-1 _ Casement, 2'-4 %`x 5'-0 '/�' � Field verify height with finish tub height : 1 _ � � 6. 3068 1 3/S" Wood/SC Passage 4ffice Pair French doors , 6. CMP 4850+CMT2450 Picture+Casement 7' 0 '/�' x 5`-0 '/z' ; � 7. 78681 3/8" Wood/SC Passage Media Pair pocket doors 7. CMP 7050 Picture 7'-0 %2' x 5'-0 '/" Above Window 6 o -` Z 8. 4068 1 3/$" WoodlSC Passage Media Pocket door 8. CMT 2450-2 Casement 48 '/2" x 5'-0 '/�' � 9. 2846 1 3/4" Woad/SC Passage Crawlspace Opening to be 12 s.f. maximun 9. CMP 4850 Picture 4-8 %Z" x 5'-0 '/x' Above Window S � 10. CMT 3040-1 Casement 3'-0 '/�' x 4'-0 %2" 11. FDI 50610 Inswing French Doors 5'-0 '/z'x 6'-10 '/Z' Double French doors � GENERAL FLODR PLAN NOTES , CQNSTRUCTIO�i NOTE 12. CMT 2440-1 Casement 2'-4 %" x 4'-o v2' Egress, in window well, fieid verify masonry opening � � , 13. FDI 546'!0 Inswing French Doors 5'-4 '/Z" x 6'-10 'h" Double French doors = DO NOT SCALE DRAWINGS� Dimensions are to the face of structure unless Irrtenor detading, finishes and matenals, including material and performance � �` " � � othenNise noted In the event of discrepancies, notify Architect immed�ately specrfications, as selected and/o�approved by the Owner. These include, but are not Coordinate bearing walls, columns and posts with structural sheets limited to, floor finishes, doors, hardware, trim, stairway handrails, closet systems and _ shelving, fireplace mantels and hearths, built-in fumishings, cabinetry, plumbing In the event of questions regardmg the work or discrepancies m the drawings, notify fixtures, bathroom accessones, light fixtures and tnm, and sound and secunty systems Peel/Lanaenwalter Architects� L.L.G• ° Architects immediately. Do not proceed with work until all such questions and/or Provide blocking as required for proper instal(ation of these items Sound insutate floor TURILLI REStDENCE David Mark Pee1.A.I.A Kathy langemaalter.A{.A. discrepancies have been fully �esolved systems and interior walls as determined by the fJwner , 2960A Manns Ranch Road � P.O. Box 1202 vai1, Colorado 81658� date 5-2�-03 � Lot 8, Block 1 , Tele 97U-476-4506 Fax 970-476-457'2 p�� � Vail Village Thirteenth Filing d�� � _ �_ , . �, ,. . �� _ Vail, Colorado - - sheet,�. of �- � I , _ _ _ .. �, _ � , � _ , �� � � � � ` _ � � 4 -�---� ��---t ; �.—" s 3 . �'-�--:�_ = i ` �� � , '�-��� �� . _ , � ----rl � ,� � � , � ; ----�� —� �, �� � i i t_� � � --j `�'�,`���•� , i � �• ��, � _ �,,�� ������� � I � � � .- --— �� � �� � I _'�\� � � \� �-----� `' \� ��� �-��. � • `\ -\ � �\\� \ �---� `�� \ \\��,� \� � ��'` ` \\ � \ � � ' -- ---- 1 � Y �\ �-�\\\\` \ a�`� ~ `�\ \\\`\ \ ' \ ``` � r �� � �—'--- --- — � —'— 1 � "� j � A A,� ' ��� ) � �� ; - ---- _ ^__ � ' _ - - _-1 ..-__1 '' ` ` � ���,�\ � �-- � � a ti �, \ ��\� �� -- - , , "�_ \ \ �� _ �.�, � �. �� � _ Roof to Match Existing __� � � ;_ ��___ .� �� , � �` �, � �.� � _-�- -- f i y - - ----- �f------_" ----, � � ► ' �� �} �� �; �� \ \'���\ ��---_,. , �� �� ��`-� ��'`�` -- '� { + --- � � `� � � � I � � � � �� ,_ � �� � � ; -- '�� � �� \ _� � Fascia to Match Existin \ � � i �I ' 1 _ � '�---�-� I _,� \\� � \ �` �_^� ' � � � � ��`\\ �' ;' � � j � �._.�_�r \'� � � �� �\ �� i ' ► � i � -� � _.__ .�� �� \ --- � �, ��� '��� (I � � � ``- ���'.�A �-'� ���' � ; . f � � �i ---- - -4 --- � �., .�� � ; }; ;( i� �. � �� + F 13 � � \ �-.��� '�� ��_. � � � � � --- - � ' � 1 _� � ,r,� � _ �� � �� �` ,, _ A�A . .�i I� � ��� � �� ��\\. ���� 9 ��---;� _ i e aili �\ ,� �� \�� �- Fascia to Match Existin ; - - -- --� _ _ _ y}— - ---- � _..__ f � `�/�..' }'_' ' � — t ' � 1 i — � ^ i� \ � '� `\ I �\ \( t f � �� �� M'i ��� \. � � -- ; . , , ; � { ,, ; I ,� �, ; � , n , ,r ., .' ,�� � � � ,; ��,. �. � �� �� .� '+ � ' � I - "� ►� � �' - � � -- — --- — , li � I � �� I f �I � i ( �� � 1� II !� � 1 ! 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' -- — — r pNAMrI► 1w t ' � '`�� � ,.iAti ��� 1 finish Grade i - � tµi I ` Finish Grade � I � � •- I , II � � � , , I + 1w�•�t�wr n �,�c�.�c r�.�.rK�.M,rw � - I I I I I I � � ,�.�+►�•�.•.��', � r ( , I � � { i � � , � , .�� �_�. , ; � �� �� � � � ( � � , I � , -�----�- �-----�- , I I � . -�---- �-;--� Unit B eyond I _ _ __Existing Unit A _ _ _ _ __ Additia�n I �,� � Unit B Beyond �, Existing Unit A �, I I Addition _I _ � � -y � ( _ � . -�--�---- � � � . �' � � _ 7 _ , -�. --� --� -�+ _ -f--�----- -t--�-- -�- -t--�--- � -�,- ---�--- ---�- __ '-- � -� � —� �� �- Foundation Re: Structur� Foundation Re• Structural 1 SOUTH ELEVATION ��4��=��-o�� � EAST ELEVATION 1/4��=�'-o" � � . Note: Alf materials, detailmg and finishes to match existing. � - , , � � E , . ; , r ��-+ Top of Beam , 4 - - — ---------- -------- --- - -- - -- ---- - - ` , ,o �,i ,� Match xisting + � L___ _ t � ;-- , , -- t-------- -- - ---------- � ;;' j � Top of Bea m __ -------- - ---- -- - -- --- -- - - t " , �-u , ;� ' ' '' ;i,1 'I ; � Beam per Fascia to Match Existing r � � � , ��i 1 ; �� , �� �, , , Stuctural � �-- ;�� ;� � � � , ii � , ' �-^� i1 '''' i ij�' ';,; '� -�- ' Bea per _._ '.�. i --- I� ';�I �� f Il � � � � ' ' Stuct ra! - - - - - - Top of WaH _ »._,.____� � � , �, � Match Exis�ing E �� ��' li ��j' �� ' 1� ' _ ,_-- - __-��;�_---- - �T=-- -�=��_-_.�--�1.��_^_-�-�; .` ; Railing per Code _ � Top of Railins � ( � l }{ � ' �� � -� i �, 1 „ � � ) � I { -- —— '__-----_-- — — -- ---- — -- ------ -- -- -- ��— — — = t t �, ,, , � - - - ------------------- ( > � , j� '�-��= � � -- I -a �? � � � I �� ll;' � p �-- - , ,1 , ,� ,� , � I � � �� � � � � 1�.,�� � 4 �___.�_ --- � � , � � � � � ' � ��-'� � � -�,--=' I To of Deck `�� Field � �� � -- � � � ; � � I _ ____—.----- - --,�— � I i Verify � �j � Top of Wall � ' � �...�_��. � F � Top of Wall , Niche • ' ' � ~ - - _ !r''i � - - Master $Ult@ li� j Field Veri Wate roof Deck, � a � � _..__ _-_�• �+ � � � .�� � _ �---�_ �-, -, , _ , ,-------�- Railing Detail with Architect ; .` �, �4' ' �til! �I i � ` , a� � j � � � i�►' j�i '� ' ' - ' � � Roo f to Ma tc h Exis ting �� ��� � I � ���� �� �� j i, ; \ �� � i ,)� i� �� ! �' � _' Il- i � — lose inen ;; ' ! I +�� �; ;, � ��� —�� � -_-�=- f ' � � f I I � ___ -� �, ; I , ! ! ,`�I �-- ; � � . _ . -�, • � � office ! � - � � Deck � � , Fascia to Match Existin -__ _ _.-� � Top of Plywood � _ Top of Plywood { � -_-------- - - --- - - -- - --- --------- T� � �- ,� Bottom ef Joist ��� ' �_ ____�_ �`� _ Tnm to� UT�atcfi- xist�ng ___ ___ _!__ ____ ___ --_-� � Bottom of Jois� � Beam per � �,y�,� �� �� i � � � � . --� r \ - --- - ----- — ------ : t- __=}- �.,.-_._.-...+ ; - i, %� ,.'' � ;i� '� ;i -' ----- -- - --- --------------- ^ ---^- ------- ' ----- ��� --� � � St ctu ae� Stu�tural r m per _ ; N . ----- - - ---------------- - - ----- Bea i i u re o � ' ' � �1 - .�� ----� _----------- ------- -------------------- --- -- --.--- - ---- ----- - � °'`� C t'8W1 aCe Stuctural b� x � ------ --- --------- -_ ___ _ , - -- -- -- --- -- ------- g ----- -- - -- -- -- - �- Basement - . � , C , � - - ------------ -- -- - ----------- - -- ' ---- _' -_-- � _ '- ��� --- � 'a� . c� ; f ; - -- ------ - -- --- - - - - ---------- , --- - ^- _ --- -- � �� - To of Ea rth ( � �------------- � 1 � ----------- - - - ----- ----------------- � t �-r—��� - --- -- ------ - - - -- ------- --------- -- ---� ------- - -- � .-- � � o � 4v�^1w'�+F�°"r`� ��,,w� _�. __ ------- - -- --------- ---------- ----- � ! ' _�� '�ng_t_o__PLI��h_�x�$tir� � - -- - -- - ; - --- r4 � � > � �,,�,,,, �.,a _ - ----___�..�_ _ �-� �--- ------ -- ------ • � -- -- ---------- ------- --- ------- y _ �------ -- -- -------- ----- ------ ---------_ ___ __------------= ------------------_--------------- - -- -- - - , �,-o a� 12 S.F. Access , _____--- - -----__ � ---------- -- � , �, � � Dampproof Wall Between � - ---- -- � ---^-^------ ---- `--------- -----------�----- -- - -- �� _uJ1I -- --- ' T f SI b '" m toCrawl Space asement and Crawl pace ---- ---------- - - -- - - - - � - --- -- - � ----------- - -------- ----- ------- - ----- --------, � op o a ; - B T- ` --- -------- — -----------� ---- --- --------- � ^ --- ----- -- ----_---t -�--- _ __ - ; _ �,r� . _ - � *�r► I�t� IA���.+`*-d1W�wtra� - V�.� vw.m��--��► ��ww� ^ . ' - , Finish Grade i � � � , G ^ � ` � ; ► , I 12 , ' � O Window in ; � � , . , / Window Well � � � ' Addition � � ! g y SECTION @ ADDITION 1/4"=1'-0" ; Existin Unit A I Unit 6 Be ond � � - -- - - -- ,� - - - - - - - r ---- - -- - --_ _ _—'(� --- - - , f � � . � Foundation Re: Structural —� GENERAL ELEVATION NOTES GENERAL SECTI�N NOTES Pee/Langenwalter Archite�ts, L.L.G. Building elevationsare for graphic illustration piarposes only Bwlding sections are for graphic illustration purposes on(y Venfy all structural TURtLLI RESIDENCE Dav�d Maric Peel,AI.A. Kathy Langenwafter,At A � NORTH ELEVATION 1/4��=1'-0'� DO NOT SCALE D�AWINGS� Refer to stn�ctural engineenng draw�ngs for foundation members, matenals, and detads w�th structural engineenng drawings P.O, BOX 1202 Vail, COIO�do 81fi58 date �5-21-03 2960A Manns Ranch Road wall steps, footing depths and footing steps DO NOT SCALE DRAWINGS! Dimensions are to the face of structure unless LOt $, Block 1, Tele 970-476-4506 Fax 97Q-476-4572 Pro� • In the event of questions regardmg the work o�d�screpancies in the drawmgs, notify otherwise noted. Architects immedia;ely. Do not proceed with w�ork until all such quest�ons and/or ln the event of questions regarding the work or discrepancies in the drawings, notify Vail Village Thirteenth Filing drawn � discrepancies have been fully resolved Architects immediately Do not praceed with work until all such quest�ons and/or �/81�, Co(orado gheet �of � � - - discrepancies have been fully resolved. � e ` - -- --- __.,__� ..� ,.._ --�.. ��- -- -�--- _� ------ -- � � ���J��i . �----- - ---- -- _ _ ,�._ ; B ; � , , ' Note:Slab height based on 8'-0� high stair `'� TOF 94'-2° " i �Q,� � 9 9 ^--`------ -TOW 102-9 3/4 ����' 2x6 studs @ 12"o.c. \ �3��'6 , between ara e and basement t` � ----- -- --- -- - -- --- ----- - � '� � �,. Dnll and epoxy grout t � � -"--- ---"- --- - -�- - - --�_ - - _��____�.y_. �- "� north wall only �, 2-#4 x 24"dowels top 1 ; � � , _ � '-� and bottom (2 places) � ' -- -------- ------ - -- -t-_..___ _ ;___ �-- -- - -- - -- -- , ; � {, ' ' ` - , � 4"fiber reinforced � ' � ' ' I � � ; � I � � � slab on grade � . ; ' � � � � ' � � j _ �0� ��� � �`� - � - ; ' __. � ' ' " ^ � 2x12 12"oc � _ � 11 7/8 TJI/PRO 250(a� 16 o c. _ @ � _� � B - , --- - - � � - - - -�-- - -- ----- -�_____.�------- -- - -------------r - - -_ ,- __ - _ - ------ -- - �. , - - - -•-- - � -------- - -___.___._______—_----— � , i -' ��� ' 3 + � I , � - _ Top of Slab EI• 94'-6° 1 -� ; „ i > �' � � ���_!5�� � � 2x12 @ 24"a c. 2-1 3/4 x -' �., S4 -,�______._._ r� a� _ _ ;i I�g --- � , 11 7/8" LVL -- MIT`I'II�B � w � �'' '� „ „ 3:L'�' L 2-1 3/4 z 11 7/8 LVL _�_�_ ' # - � 1__ r ` �- -- --- - � � e- � � � � � �\� ' , Stair opening � � � X� r /' v = � . - —i- d3 , � M ,�\ , Top of Wall EI• 103'-0"�� ( Thickened slab I �.;o � _T___ _ --- -- = r_,_� f , �"� ° �� ` � per Origma! Drawmgs , ---,'r ��� ' _ 2-1 3/4" x M�'f�ll•o8 E N ; _ N 1� 2x12�@ 24 a.c. i Edge of slab � ic�,. � 11 7/8" LVL ; , ' , � `- f_T T~�` -1— -- i- _,� _ } �-- �,. , ! � � \ 4 � ' � � � � f ' � �,+6- , _ � � ��� � � �� I ' " -. �� �� � � % � 51/8" x15" GL. orW10x19 � � '� , 51/8" x15" GL. � �� _ ' _ --_ , - -- , -- - � �---" � � _ �/ _ _ �� _'_ ��, / ' ' , /, /�, � , � � � 1 j" _�____ ' �� 3,_6„x 3._ „ „ , ; -: ;_ � . >> `�eea i � 3 $Sfa � 6 x 10 � �'_ � , 8 y �`�,00 � ,` 4 2,?.�j�� �► \s �a a w/5-#5 each way � , - � ' A c,� I , 8 �\ ef � 2+ - - - - -- 2x12 @ 24" o c._ . 6 �� � .?,� \fp� � � ; i � �. ; 6 - / — - - -f------- � � • c��4�7 . ,` c��� � � ' ~� , � 1 � � 5 1/8" x 13 1/2"G L. rn h �1 - -" -- - � � � �11 7/8" TJI/PRO 250 @ 16" o c ; , � - - - x �� TOW to mafch top of ,, B , , -_ � - --- -----/ - ----------- ------ --/ - �- ----- • - N 3 existing concrete footing �, ' , � ' �� ; f M � a � � 1, ( , `== rn= N Ir�dicates direction of -- - - - ---}�- � � f ----- !' . �„� o � � ` , - -- _-- - -_ -' - - - /_�'Q N 3 ? � , � 2x12 @ 24" o c rafters, � o ' � , } - --- ; � � o s j � typical U.N O. � 3�9 J �r.. I , �' � � _ 3'-0"x 3'-0" x 10" ; � o M o 2x 12 @ 24" o c. __�� `�Std�aar , w � o ! �N � c 1� ��Q� r --- - --- - - —�-----_-_ ________-_ ---- � ,��`�� I w/4�5 each way __ �'.�-_ --- � -i r'----TOW 102'-9 3/4" ' �� ; o . ' 0 4 _��_� - � _ � 6 � _ � , ' -�- 3=L�: ' ��" � � �� ��6 ' ; 3-1 3/4"x 11 7/8" LVL c°�4i�j� , � i , -- Step TOV!V ,/ _ + ��Field venfy exist�ng bearrng �, _ , (Bot flush w/ ck joists) / '�. conditions pnor to removmg � 2-1 3/4" x 11 7/8" LVL �. � , � , ' ' _ � � � ' existing watls t� j , �� ' �. 3 --r- �'�.�'-�-TOW�101'- 9 7/8'! (flush) ' �� ��,9 '�2�'6 , � +__ ,_ �, 5�� - TOF 94'-2" - + � ' __ ' Chimney cantilever � A � •� ' -�•� � � � '� �' . C - ' �' TOF,94'-2" '� � , � � � '�- , � � ; � ,� � � 10" 0x4' + pierw/ � } ' -' - ' { ' t 11 7/8"�TJI/PRO 250 Q 16" o c. !\, 9 1/2" TJIiPRO 250 @ 16" o c \ - ----�► - ; � --- - ----,�_- ---_________ -_______ ,_ 1-#5 vertical on - - - __ --_- _ _ _ _._____ _ l - - - - - 2'x2'x10" pad w/3-#4 � ' � r " 3'-6"x 3'-6"x 10" f � � r each way and ,�� �-- -- - --- -- - -- - , _ _ �_ J�1� w/5-#5 each way ' � �. 1 - � , 1-#4 dowei F 18" ' � _ � � � � � (3 such) 8" �- i� :,� , ' -�1 ! � , ; ,,�Q�`- \ _+ ---------- —-------- -�`-- -- - -- (--- - ------�, � ' i . �� ' _ �� , �JS�� `\ ,�p�, -�----- ------------ ------ - ( � , ' • I - - � \�, ���� '� , ,. . 4,{.�O --_ -- - ----_ --- -------_-- - - - -_ � : - Dnit and epoxy grout - --}- - ---- -- -}---- ---- -- ,,, __ -�_�__-1 '/ -- - ;- - - - � -�- / �, „ r�USh\ 1 � \ � W 10 x 33 --�--- 2�#4 x 24 dowels top TOW�101'-9 7/8`=� TOF 94'-2"� � , ; 1 3/4 x 11 7/8 LVL nm , ?���'�� � � All Exte�or wali headers and bottom (2 places) � � S+ � � � I A , j�� � ---- - - - - ------ -,�-- - -- - -�, h� �, Ci,�� '��+�, are 3-2x10 wrth smgle ��_ � _� , � � � � 2x8 @ 16 o c �� ` �6 f oi. 2x6 tnmmers, typ. U.N O , � �� � � � , � � , /�. 1',p Sr i �1 _ _ I ') ; � ; 6x10 (flush) �� �` `'+� 'f Deck line above � ��i ' ' , ----- - �'` p0 RE�j �r ! -��---- -j- ; ro•,e r�'$. ��,D�;y Mic'ti,�j��l�`��' , � .�p�er �.p,e� c�;;�r �o 0 . . ' � �.� . :� 14965 �: t , r ��i��� i 2-�G"��! ��t'j�� �'�%�j �i-�.� ; ={a'f�� .' • • , ; , � � s��N A1.E� -- - -- -- ------- -- - -- - - - -- - -� ---- -< � - s' , , 2�('��;� , , _ -�- - ------- --- --- - -- ------- - - ___---� ----- - ---- -- - _ __ ,f- FQUNDATIC�N NOTE _ _ � , 1 Foundation footmg height�s based on the floor area ava�lable for the basement 2 and the space available for the stairvvay from the garage ta the basement. , UNDATION PLAN 1/4"=1'-0" MAIN LEVEL FRAMING 1/4"=1'-0" ROOF/UPPER LEVEL FRAMING 1/4"=1'-0" Should the area af the basement be enlarc,�ed, the foundat�on#ooting height would change NoUfy Architect immediately. , EL: 103'-0" %�° A B �� V 4��o�' ° STRUCTURAL NOTES STRUCTUAL SPECtFICATiONS 4 O.G 2 �5 GONT This structure has been designed to meet the reqwrements of the 1997 Urnform All framing lumber#o be#2 Doug-Fir or better. (Atl bear�ng watl studs ' �---Y� ---` ��4 TOP d 80T 9 P Y (c� " per USC Table 25-R-3 EL: 101 -9 7/8 Buddm code with amendments as ado ted b the Town of Vail to be 2�c6 16 o.c • � � El.: 102'- 9 3/4" All omissions or conflicts between vanous elements of the workmg drawings All Mirco-Lam's to be manufactured by Trus Joist MacMillan and • _ _________.._,.,_...�.. EXISTING FOUNDATION and/or specificabons shall be brought to the attention of the Structural Engineer conform to#he alloWable stress requirements for a 1 '/," 1.SDF Micra before proceed�ng w�th any work so mvolved The General Contractor shall Lam LVL. 2 �5 GONT, venfy all dimensions and conditions at the�ob site and shall be responsible for q��T��joists to be manufac#ured by Trus Joist MacMillan TOP BOT the means, methods, techniques, sequences and procedures associated with this pro�ect Furthermore, he shall be responsible for coordmation of all work and All Glue-lam beams to conform to the allowable stress requirements for � matenals includmg those fumished by subcontractors The Structural Engineer a F24-V4 combination beam ITTI I 88 HANGERS shall be contacted dunng the construction phase to make the�ob site mspect�ons q���nnection hardware to be by the Simpson Company #4 O 18" O G. necessary to confirm that the actual field condit�ons are consistent with ihe design assumpt�ons and that the constructron is proceeding accordmg to the All roort declung to 518"C-C Ext-APA 32/16 plywood Naii with 10d� Z � ptans and speGficaUons. 6"o c.at panel edges and 12"o c in the field „ " „ Z DRILL d,EPDXY Live Loads Used in Desi n s �� � � 6 � b Q � 9 ' Alt floor declung to be /. C-C tnt-APA 42/20 T8�G plywood. Glue GROUT �4 DOlNELS �4 • 16" O G. W u � � I b" O.G. 18 Roof 80 psf sheathing to joists w�th PL400 and nail with 10d�6"o.c. �t panel w #4 � 18" O G 2 � Floors 40 psf edges and 12 o c, in the field. � W Decks 100 sf + p « N EARTH FORM � p Ali wall sheathing to be /= O S.B Nail with Sd�6 at panet edges • s�4 o Ib" O.G. TH15 SIDE Earthquake Zone 1 UBC and 12"ac m the field. � 18 18 Wind 80 mph, Exposure B � �4 o Ib" O G � �4 � !b" O G All canc�ete to atfiam a compressive strength of 3000 psi�n 28 days. b L � The foundation design for th�s residence is based upon an assumed beanng - 6 #4 • I6" D G. � Zu capaaty of 1500 psf and an assumed lateral pressure of 50 pcf A licensed Sods ��reinforctng bars to be Grade 80 !�" EXPAN510N � Engineer shall be contacted dunng excavabon to inspect the s�te and conflRn that Alt steel beams, ptafes and angle�shall confarm to ASTM A36 � � '. ' MATERIAL conditions are consistent with these assum �ons. The General Contractor . • . . 18 P Specificabons ' ' • ' � 4" SLAB �4 o I6" �.G. � should review the So�ls Engineer's report and fotlow its recommendations for • � 2 �5 GONT excavation, backfilling, grading and drainage systems �. i . � � - --- --- - -� � EL' 94`-6��.W_�� f' TOP d BOT 4" 51AB . , , • . . � • . . EL: 94'-2" � • EL: 94;_2�► . , . - -- -_�._...____--Y , , _ _____�_.��_.�-- EL: J4'-6" • I. ! . . , . .. �. • • � �, 1 • � O .._.._...__._._W�,._.__-_-- - . tt' 4 GRAV�L � �5 GONT '� P�(Lan9enw Iter chit s, L.L.C. TURILLI RESIDENCE David Mark Peel,Al.A Kathy l.angernvalEer,A.�.�►. 2 �5 GONT 4" 8" 4" DRAIN - SEE � �5 GONT 8" I'-4" 4" , SOILS REPORT 2960A Manns Ranch Road P.O. Box 1242 �lail, Colorado �1658 date 5-2'1�t33 - - 4" 4" DRAIN - SEE LOt 8, B�OC�C �, Tele 970-476-4506 ��X 97��'�rJ72 . � . so��s �PORr , Vail Village Thirteenth Filing - pro�� B,,,QYIe�Engir�een�c tnc ��',Q�},7¢;,�1�'Q drown �„-bp = Vail, Colorado .�,�E - w ; C��G� , � � � S�� � I /�� � .Nl�ad�w Drive_ . Vail, �fl�1657- sheet �- ofi s�- I ���� I �� � � �.r , NO SGALE NO SGALE H� �A�E *�'- - � ��' _ I � 0=79'25'19" LOT 7 � R=50.00' --- S 89'04'18" E L=69.31' 140.83' T=��.53� UT►LfTY EASEMENT ° - - C LEN=63.89' � � BRG=S 40'38'21" W � � — — — — — — — — � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LINE BE�IRING DISTANCE N PED L1 N $9'O7'OO" W 26.1 S' �c METER� � , � L2 N 00'53'00" E 15.70' L3 N 89'07'00" W 14 50' M AN N S �PH�E P� - -__—r� / �� � 26 Q L4 N Oa'53'00" E 16 50' L5 N 89'07'00" W 14 5d' RANCH - ti 21 �' ^ L6 N 00'S3'00" E 7.15' 4 � � L7 S 89'07'00" E 2.00' ROAD (50' RAD.� 3 �Sy., � � °0 LS N 00'S3'00" E 9.35' w 6� � � o L9 N 89'07'00" W 1.40' ASPHAIT DRIVE 9�� 0 3 0 ^�~ �1� � 0��53��0�� E 19 22� � , L11 S 89'07'00" E 24 70' L32 L 15 � � S�• L12 N 00'S3'00" E 11.5�' � L13 S 89'07'00" E 7 59' � s�o or+ � L3 3 z L14 S 00'53'00" W 44.87' _ � � � L15 N 89'07'00" W 5.54' - - -� _ M BUIIDiNG ADDITION _ ^ L16 N 00'53'00" E 11.55' \ "� 72 FpUNDAT10N ON(.Y —�----�---------- L�7 S 00'53����� W 2.23� � � ELEVATtONS TAKEN TO I H37O 7� n L18 S S9�O7�00� E Z OO� � TOP OF WALL � - --T4�� - � L19 N 00'S3'00" E 14 00' � � � L20 S 89'07'00" E 21.30' �_-_-i < I o � L21 N QO'S3'00" E 12.00' L30 ,' � � 3 0 `' L22 S 89'07'00" E 13.05' ' , o�2 $A TRACT B �3 N o0•53'00" E 4.22� / , � �, L24 S 89'07'00" E 2 10' — — � � ADDRESS 2960A MANNS RANCH ROAD I L5 � ia L25 N 00'53'00" E 9.28' / i J ' "�ry L26 S 89'07'00" E 2.10' � WOOD ENTRY & � � 1 IANDING � �, L27 N 00'S3'00" E 2.63' � ; LOT 8B ' ����4 � � �s s o0•53'00� w �s.00• � ► 0 045 AC � `° L30 N 89'07'00" W 22 02' ' M � 8377 g �SS• �31 S 00'53'00" W 16 97' �8 I � 21 L32 N 89'07'00" W 24 33' � � � �OTES I 1 N v� —� � � J - z � 1) DATE OF SURVEY 7/29/03 � � L26 8373 6' � DATE OF UPDATE. 9/10/03 i i ,� N N LOT 8C � � J 298 p �) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR 0 � ( , ' �R��� ,� t3�2 � !� EASEMENTS OF RECORD {OTHER THAN PLATTED). ENCUMBRANCES, RESTRICTIVE COVENANTS. OWNERSHIP TITLE EVIDENCE. OR ANY OTHER � � 0 287 AC. � ��4 � {- - , }3 2,.- ._._ �M� a �j� "� FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE W � ",� LYf �, � . X D'�� . � � \ ►'� �J LY3� y , , � , t , � o � Qj � NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY tEGAL w �` � \� �2 � i � ;� ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN TNREE YEARS Z \ _ , , Rpeic Ppno �� i /� AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY L1 \ x � ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � ��,_ M c� ' ' � , ` � � THAN TEN YEARS FROM THE DATE OF THE CERTIFICATtON SHOWN -1 r--- °' � ` i � HEREON i � � - � GRAVEL WALK � N ` X � � -' --X- -X----X- � t�� � , i � BASIS OF ELEVATfON: SEWER MH 80-5-5 INVERT ELEV = 83348' i i rn x i � BASIS OF PROPERTY LiNE LOCATION: E CRN tOT 7 & E CRN LOTS 8/9 � ` � i I � �p � WOOD FENCE �"--'X----X-=--� � BEARINGS ANd DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE i �--- AS SHOWN ON THE SUBDIVISiON PLAT ONLY, A BOUNDARY SURVEY WOULQ BE NECESSARY TO DETERMINE THE TRUE OIMENSIONS OF THE LOT AND � SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS eocK w,�u � ROOF PEAKS MEASURED TO ASPHALT SHINGLES _ IMPROVEMENT L)CATION CERTIFICATE I hereby certify that this Improvement Locotion Certificote was prepared for PENNY TURILII that it is not a lond survey plat or �mprovement survey plot, and that it is not to be reliec upon for the establishment of fence, building or other future improvement line� I further certify that the improvements on the above descnbed parcel on - this date, 9/10;03 , except utitity connections, are entirely within the TRACT B boundories of tle parcel, except os shown, that there a�e no encroachments � upon the descrqed premises by �mprovements on ony ad�oining premises, S r7 except as indicated, and that there is no opparent evidence or sign of any 622s28' easement crossng or burdening any part of said parcel, except as noted ,,,� „�� � _� �2° \ T � . .��� `_���� � � � Michvet°•J,"` l-��;-f�-;.�C�...--------- � � �� " ,. N Colocad0.;f�'L S 3011��'! �' _ J' ''1 9 � ; � �.'3 '` `�� .�7" � � v, � � 'J�^4 LOT 9 Datel��-7..�.,��,,,,,,_:.;` , ,�` ROCIC WALL ".,�f+�1e� r+;'�,+ ; r.• . 1.� `� ' � � ��� , 0' 10' 20' 30' ° �xl (� IMPR��/EMENT LOC4TI�N CERTIF�ICATE 1 K • � , LOT 8A AND L�T �C � , , - _ BD�TH WD�DS DUFLEX 41199 HIGHWAY 6 & 24, EAGLE-VAtL -----__ ___ REC'D SEP 12 2003 T�WN ❑� VAIL, EAGLE COUN��, COL�RAD❑ P.O. BOX 1230 - ---_ EDWAROS. C0. 81632 - -- (970)949-1406 -'--- - _ 16731LC DYNG M. POST 8/7/03 - UP�ATED 16731LC.DWG M POST 9/11/03 J�B (y0. 1673 - -- - --- - -- i , � l / LOT 7 0=79'25'19" S 89'04'18" E / R=50.00' L=69.31' 140.83' T=41. 'rJJT� UTILlTY EASEMENT ° � C LEN=63.89' � BRG=S 40'38'21" W ' ' — — — — — _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — LINE BEARING DISTANCE L1 N 89'07'00° W 26 15' (tFC ME7ER �N PED � i L2 N 00'53'00" E 15.70' � / L3 N 89'07'00" W 14 50' Prtot�E PED 8353 2' L4 N 00'53'00" E 16 50' M AN N S � ^__, �� e��5 °O 26 0 �� •�5 N 89'07'00" W 14 50' 2� �' ! L6 N 00'53'00" E 7.15' R AN CH " - - " s3. � I M v s as•o�'oo° E 2 00' ROAD (50' RAD.� 4854., =, � °0 L8 N 00'53'00" E 9 35' L9 N 89'07'00" W 1 40' � 6�9�. i J �;� L10 N 00'S3'00" E 19 22' ASPHALT DRIVE 0 3 0 ,. L11 S 89'07'00" E 24 70' L32 L15 � �; �'�' L12 N 00'S3'00" E 11.50' - - � L13 S 84'07'00" E 7.59' � B�� oH � L3 3 2 L14 S 00'S3'00" W 44.87' - � � I 83532 L15 N 89'07'00" W 5 54' - - -�_ _ J 7 2 I BUILDING ADDITION ^ L16 N 00'S3'QO" E 7 1 55' ` FOUNDATION ONLY � L�7 S OO�rJ3�OO�� W Z Z3� ELEVATIONS TAKEN TO \ �� I TOP OF WALL L�S S $9�07�00�� E Z OO � L19 N 00'S3'00" E 14 00' �— �T 4� I � L20 S 89'07'00" E 21 30' 8351 5 i i p "�"" L21 N 00'53'00" E 12 00' �'^-� � 3 0 `' L22 S 89'07'00" E 13 05' " - _ L30 �,' � LOT 8A � TRACT B L23 N 00'53'00" E 4 22' , 0 052 AC � L24 S 89'07'00" E 2 10' � �� ADDRESS 296A MANNS RANCH ROAD � L5 � �e L25 N 00'53'OQ" E 9 28' ---' -"'" � i � ^�� L26 S 89'07'00" E 2 10' � � �� woo� FNTRr & J � � L27 N 00'53'00" E 2 63' _ �- � � � LANDMG I � � 8351 5 t28 S 89•�7'��" E 14 ��� � I 1G 4 � i L-OT 8B � �� L30 N 89'07'00" W 22 02�' � � 0 045 AC M �ss. L31 S 00'S3'0�" W 16 97' L28 � � 2 � L32 N 89'07'00" W 24 33' r ` a � N�)TES i i J - � � 1; DATE OF SURVEY 7/29/03 i � L26 � � 2 SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR i i N 29 8 a EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, (!� i � -' . �' � RESTRICTiVE COVENANTS. OWNERSHIP TITLE EVIDENCE, OR ANY OTHER o LOT 8C i � pv�R�+p,NC `� ?3z � � +� FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE �, � 0 287 AC. 1\ �L 2 4 � - t' � _. ?3 z ,_.,_ � � X D'� a � 3 N O T I C E A C C O R D I N G T O C O L O R A D O L A W Y O U M U S T C O M M E N C E A NY L EGAL �� W L�� i o (p �~ ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS a? N \ N 2� �� i '� � A F T E R Y O U F I R S T D I S C O V E R S U C H D EF ECT IN NO EVENT, MAY ANY ^ � O �� -� \ L22 ` - � J ' ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE (` 1 W � � _ __ L18 . ROCK PAilO X � T H A N T E N Y E A R S F R O M T H E DATE OF THE CERTIFICATION SNOWN �J ' �`_` � N i � HEREON '�'� -� r--- � i I _ � i � 4 BASIS OF ELEVATION SEWER MH 80-5-5 INVERT ELEV = 8334 8' i GRAVEL 'wat.K ( I J --X- -X----X- t�� X 5 BASiS OF PROPERTY LINE LOCATION: E CRN LOT 7 & E CRN LOTS 8/9 � � M� � Q1 X - � i 6 BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE , I i �� J ,� �N� L_�x____X___x AS SHOWN ON THE SUBDIVISION PLAT ONLY A BOUNDARY SURVEY WOULD �___ BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND , SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS ROCK WALL ;- IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for PENNY TURILU that it is not a lond survey plat or improvement survey plat, ond that it is ,�WN �F VA�L not to be relied upon for the establishment of fence, building or other future DESIGN REVIEW �mprovement line<, STAFF APPROVAL 1 ' I further certify that the improvements on the above described porcei on , this date, 7/29�03 , except utility connections, are entirely within the TRACT B boundaries of tie parcel, except as shown, that there are no encroachments � DAT�; �12�� upon the descrned premises by improvements on any ad�oining premises, S y� -�-------*• except os indiccted, and that there is no apparent evidence or sign of any 622 �28' �TAFr.- �� ___ � easement crossng or burdening any part of soid parcei, except as noted 6' . � . ,,.,,...,r � � � 2� .�`• ' "s�� ",J , N F -- � �} � --- _�.� z� �--- •p tJ' f. MlCflf���;�J.r Q�S Colorad���''L S �E3�'��6, . •f �} , � . ti�tl -. - -�;< t � � � LOT 9 oat�:�,8f�?-�o-.�`t_ 0 10 20 30' � ROCK WALL • �' � � . . IMPR�VEMENT L❑CATI�N CERTIFICATE REC'D AUG 12 2 03 L�T 8A AND L�T gC B��TH W�ODS DUF'LEX TOWN ❑� VAIL , EaGLE C�UNTY, COL�RAD❑ 41199 HIGHWAY 6 & 24, EAGLE-VAIL P 0 BOX 1230 EDWARDS, CO 81632 (970)949-1406 � 16731LC DWG M POST 8/7/03 JOB No. 1673 � ir � J ._ _ _�— ' ' '_ " _ - � ( f-�--; ;-- - , � w r-----� � f �t � , f 3 ,_ �_ : __ �._.�.� �--- ` � ; � � � :�_ ,� � , � � - - : � -�=-.--:=_`_.� _;_� ,� , � ( ' --- _� � `� . ,. .� �------ �, � � -_' i� - �� \ � --- �'� �� � � � d _ i Y- -- ;� \ \\ � ----- � \ `�� _\�• ' � ( I1- � � � - ----� ' �� - \ ��`�� �\ t � ' � ' \\ � -----r ` , , \ �'- ` � r ^ , --i � Revised Roofline _ � �� !�_' � , � _ ��� ` _ � . ���� , �, � f __ _'___�_ -' .-_�,__ _ � i '" �. _,_ __ �_ _ --_�_.__.�.., \ ` ` , \ f-__ �\ ,`\\ `�\ `' ' ` \` `\ _-'_`_ �\ � �--- --- -� � —t ��� �\ ���•. � � �� ��� -- �/ ; ; -- - � ---------- - � � .—__— ___. _____— _� �--; � ' —_ �`,, _ ' ,� _ � ��, �___.-__I ���` ��i���txt e�t0 . � � -- - _ '`�. �--' . ��.. : ----- ' __! �_____._.—_------ -------- --; -----1 �-—� ' ' ���;� � l ��� � � ----1 \ � ,'Matct��' t� �;� ��� --- \ � � �,� ` � �sed 4 } - =y---- � -__ ___-.______- ---- �-� ' !.�_ _� � - __-i Roof to 111atch Existmg l- -- � � _- - - - ` - ---' - - � � -- - - ���� � � , . �' t ; - � - f-----i �-+--�-� ( � --- -------- --------- �t--- _._t - - r f --- �-_ _—_,:" - ---- i "__ � - ���-'�+� �====--===�-_ - '�'T� � , `' �°�'i �� . ,� ` �e F - i � ;, , , , -�--._---' - � � _ { � 1 I � _ --- - _.�__� __ �;� ----�,I � --_- , Fasc�a toMaich Existin 1�-_ _ V � ,}� � _ �---� , , -, �-�-�� ;; , � _-�� _ ;�. _ _ � , � \ � ; � � t � � � -- - -------------- l� , �( -- - -i -- ---- - --- ----- �-- ' _� � "� ��----___�� � � ��� � �_ -`i � ��, � ��, ' ,� �} - � , ' � �.t ��Sidin�o Nlat��i Exi� t _ �, �� �� � � --- ' -� _ f----- t��g� � 1 � _��_, _� -_�--_.._._- � ' �' � __ _ j -- --- ---- �-- - � � ` � ' rt ' � � ���� ; � �J , , ___ � �� �, _ •�� . �, _ _ � � � —� --� �' \ I I'I '� ----i ~� � ��` � � � � +- —;- - -� w� �oa aiin � �� � ; �� � i,, i � _ _ � �`� �\ '` ' ! .,��� , ,, '� , � - -----_�-____ --- - - -- + i -� �V1�oo �a f��� t ; , �� ( �r��,� -� � - - ___1 __�_ ,�- __�_���_ _ ; `_-. 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" ' I I , � � � I � � � ; � , fi-�-.�--� �.�-t- , , , ; � �� � , : � , �----�- � � t � ' +——+ �— --�- , i � , �--�- .�=-—�- � i ,_ Unif B �eyond� � Existing Unit A Addition 1 I I , �, Unit B Beyond }, Existmg Unit A y, � Addition � � -�-------- f - - --- - - - - - , ,,• _ � � : � -�-�- --- 1�f � 1 ' I k �_ � � �___ _�—�1 ' 1��_ � { � — _— -- —'�}- �_� � ______--i- i _ __"_� �— I � ! __ _�_ _ ' � _ —_.�_'.� ��.. �.�_. ' � " '� � � � _'Z'_ _..�._ �..�_� �� Foundalion Re Structural ' `Foundation Re. Structur� ' �� ' 1 SOUTH ELEVATI�N ��4"=��-o�� EAST ELEVATI 1/4��-��-o�� � ' ON _ , � E Note: All materi�ls, detai(ing and finishes to match existing. . , t � � � -!-� --+; i � ; � ` � � f 4 k_--! �Top of Beam __�� __ � ___--- - --�-._-__ - -- - -- ---- - -- -- �i-�-_�, � � f �� � Match Existin � � � 3 }--- `o ` , �, 9 � I � � ;--- ,-- . --� ,--------- �_-- �_------- �, � Top of Beam _- ----------�- - --- - - -- - - � E � F_ I i''� ��`, ���' '�; I' f_.� t-;�- Beam per j t ' � ;�� �; ;'�� ,� ' ;� � � `�i Stucturaf ��-Fascia to Rllatch Exist�ng � , i� i , ( � � �!( lil '� I �' �I�; I ___,_____:_._. � Bea�n per /. � �� li 1 I ; � f !I i � Stuct ral � Ra�ling per Code Top of Wall , � *- ,.-_ _ _ __ �'}_ _ ��-_ �:�' - ---_-����_.�_�--�� � ,� Match Existin� _�_.. __--__- _- ---�-- _ _ _-- ------- -----�- ---r'- , � �^ - - - - - - -��= -_ -�__---=�1==-^=-=___-- � j --------- - - � � -- --- --���`'�'' •-___-_ TOp Of Railmc,�� ' - Revised Roofline � ---- - -.� � •� , 3 � y _ _ i � -T� � r •_____ _--4 __ � � �I� - -�i "�-____--— -•� ; '° ;I !� � �' �I �,j jh' ,� � _ , I LL � `! jl � ,1L�iaL�C�- � ��L..,_� ���'��`�j i �1 ,' � � �L,�:. Field ` ' � � - - ' --- To of Deck `� � _ � �ti , �' _�� ._�;-" :, -- -' .__ ____ __._ p_ _ _ _ � Venfy ;I ,k f ,_ ; • Top of Wall ' I� '! �� I '� Top flf Wail � �,_ ,___�____ _ .�. Niche � �E �� � _ ___�____._.__--- -_ _ � �____ _ , r �� Master Suite �� ,µ - � _ , �__�___-_�_�__ __��; �'___��:_1� ' -- Field Verify Waterproof Deck, i Roof to Match Existin ` ' � j ' -�--4� - "-��---�--��� �_��=';�� ���-�-��� Railing Detail with Architect �' G � r.._,_�_ it -'i i, F � � ; � � � ��,a� �':�i I�l �� 1i� a� , —�}-----� � , � � � � � , '�� ,r ' � , � I �,� ;�� Ij� � > � � f �'� ,�,, � 'Ifj �'1�! il +�; �I� �� � � � � � � ����� �( ,I� '';ii;� �� � � � � � �� - - — �- - --� � _,— lose inen �,� �+,s, I; ,;'� (�;��'' �,�f }; ; j ; �. � _ �—_� ; (� �, � �,i ��f 1�� �� , V� � I�� �� � � �3I I f i=--�.__.._.-Y+ �; � _�-�_------ ; �i _ � i� � t"I��� �i� - + , � ,, � � ��T� , ��----;,� Ofifice -- --- -- - ,� ( � ��t- �T--=, „�-=��,r �t. Deck � Fascia to Match Existm ____ ______ ___ _ ; ; ;� ' r _ -���' ' Top of Plywood - ' � Top of Ply�rrood � _ _ _._..._ _ �._u ---- - - --- ----- - _ _ _�_ � ' -- � _ + _. � � �� Bottom of Joist � - --/- - _ -------- _--�Trim to_�tl�atc��xist�n--�T-________ ____ _�_---_--_ , 1 ---- �+ -- ---- _____-- --9.--- -- - - ------- ----�----�-� j., --- �y �, ------j i�=�---� ---__-_- -- - _� BottomofJois� v� , _ ._. ,. - ------ 1 ----- � � --- - -_--- j; / ��� -___ sI i �;� � _-__- -� - - ---- --- ----- --------- --- - - ------- - --- -- ---- �` ^��J� � Beam per --��--�,v,s..� ..t, p, �- ' - ' ,, ! ' ~ -- -- - - •-- r� _ � ----- - ----- - ------- ------------- - --------------� � � ., . - � - �-��_'' ---- ---- -- ��-___� _ _ eam per ���r.,� . `,� _ �-� Stuctural Stuctural Beam per � ``�i -� ----_____^_.__----------- - _ ig ix ure o ; � r-_.___�, ____.__ ___ U ^, � -- -- ---_ ��._��_ ------ ---- - -- - ---- ------ ------- - -- - - - --------- - � ---- - - Match_F�cisivag ! ---��---^- -��-- ___ _ _ - - - � Basement Crawt ace stu�tu�ai i _-�_--_____ � - -- ------ -�_--____-_----- ------- - _-- - -------_-- -- - ---�----_ -- - � � -__ - ---- --- ---_---_-- - _ '-- -- -- ` � _--__-- _ _______ __— ' -- --- - --- - ------------- ---- -, ----_------ -- - - - - --- ---- - -- �� _ � p � � � --- � - -- - - -------- � �idi_ng_to�111atch__Ex��t�n.g___ _._W--------------- � � , - -- ----- - .- ------------------- --- - ; - --- ---- - --- ' � � o Top of Earth � -__-._ _! � __._�' -- ` u�-----'_---_---- - ------------ - ----- ' -- - -- -- - 1 '_ � �Lfi�..e� ✓"�^�et.�Ju4 +G � � Qt•�^ :"�'b `M,�tsb�lllMF �,y 4 ��___�._-- - - - - - - --- � � � _ __� `______ _--- --I _ � -r5 a� 12 S = Access � �• � ��t �.��+bt ,c�4�++� �.w4��� c.����,e t�s w _ f I � �___�_� �� I - --_--- ------ �-----___�_ �_ I ------- -- -- ---- ---- --- � � � Dam roaf Wall Between � � --- --- P , � - ------7 - - � --- --- ----- ---_- - , to Crawl S ace pp ' � ---- ----------------- --- ---- ------ ---- ---{ __ � Top of Slab � LL` m Basement and Crawl Space � , t"�" - - -- - - --------------- - _/_- ,'�M► W�,�a, v�t�� va�.��� w...�.�-�,�e; -- - ----- -��---- ____ --------- - -- - + Finish Grade , , ' � �� � � � �� � � ! � ; '�WN OF VAIL 12 � � DESIGN REVIEW t STAFF APPROVq� � ` Windo�rr in � � a , � Window Well SECTI "– ' " ' { Addition ' � ( Existing Unit A � Unit B Beyond � ON @ ADDITI�i� 1/4 -1 -0 �AT�•-.--_�/�_03 ____.. � � -- - ,--- -- -- ---- - � -- -- --------- -- ,� _ y � ' �� �--��-------�., � � �V � � ' � � _ - __� � � i �TAFF. G --�---- � -� . Foundation Re: Structural �� ` 'i. ,A?:��:�,� - �!���+wevl� -3;.'- N ,"^�- -�+£'•aM-.• � E�ERAL ELEVATIO�! �IOTE:S G��]E��►L S�C�'10�! 6�tJT�� : ..�"f . # _{ �r,.., � -- --- -.�.��. �.�. _.. � � �� � �3 �: P�e!/ ang�nwalter Architects,L I C �� �a��sng �����s�an B u i l d i n g e l e v a t i o n s a r e f o r g r a p h i c i l l u s t r a t i o n p u r p c►s e s o n l y Bui l ding sec tions are for grap hic i l lus tra tion purposes on ly Ven fy a l l structural j�� T U R t L L I R E S I D E�C E :% oa��a M��k P�e�,A I A Kathy Langsnwalter,A.t A `�` R o o�l�n� R��.�i�s��n 9-15-q 3 � �, t � NORTH ELEVATION 1/4��='I�-0�� DO NOT SCALE DRA11/1NGS� Refer to structural E�ngineering drawmgs for foundation members, matenals, and details tivith structural engineenng drawings �� ,� , 2960A Manns Ranch Road �'�- P.O. Box 1202 Vail, Colorado 81�58 �� date 5-21 0� wall steps, foot�ng depths and footmg steps DO NOT SCALE DRAWINGS� Dimensions are to the face of structure uniess -�` Tele 970-476-4�5Q6 FeX 970-476-4572 ��: other�vise noted LOt 8, BIOCk 1 , ro ect � In the event of questions regardmg the �vork or disc:repanaes in the draw�ngs, not�fy i�a 3_.,.. : :.� R :.,.�,..�: ��� A 1 ��,,1 �J"� ,�C Architects immediately Do not proceed with work �until all such quest�ons and/or In the event of questions regarding the work or d�screpancies m the drawings, not�fy Vaii Village Thirteenth Filing � ��� dra�Arn :-.I ` -�� _°+,,.,,,d d�screpancies have been fully resolved Archrtects immediate(y po not proceed vrith �rrork until all such questions and/or Vail Colorado ��K `� ` � - �� ''��� � d�screpancies have be�n fully resa(ved � ;°� sheet � of �'�� � , {�R, � _ �,�� .��, -�>�.���,;°- �...-- �e...F,_T..._.�,......,�,,M..,..,.,.. � s_ -' — , - -- , � �— — ------ - -- --- _�_�.__` -- - - -- - 4�12 ��°����E� �----���� �`��-�� P���� ,, F; � — q,x� t�t '��"L�� ,`, {- �f� r � ,,� - --., ��� � � n(� f F �- a '� �,a : .�f � f _ ;;� -i 1 , �, ' ------— , �� � � a .,� � � � � � ,� , � x��2�� � , �: ` ,� _ "� � � ��� �x���:�� � , � - r� ; � , � � � ; :� � �� l� �,��C.(�, a�, , � � �x�C.�� �C� � � _ ____ � �_ � � �� �-�rJ ��¢ ,� z�r���� � ; � � �� p� � «�—�-�ta�!���.a� � � ,�5 ,_r� f�� _ __ � 1 _ .� '`;} � �r'k� � ,� �'LE � � , Y �. ,,g X � t - _ —= ——— —_..i'z=r' -- — — — —-- -- � --�.�`va �'��.'''_r�"�i�'� � � 'r`� ".1 ' � - -- `i— -- - '� - - - � ' r ;�,_�. �x � �!� � r.r'"�, �G'I��1 i"' r..i/Vi. 4 }C�Cw � . 4-h - f .:,.��____...�....,._.__....._.k-.-�.`-�.�,..�. ... �� _ _,.�....,.__...-,._._,._.. � � �It �� �._.___--- .._fi�._._.�_:.W.s:-, - - � �`� 4�� ��.�� �.�.___...�r �� --1 _ _ ,� �, � � �' ,,.,.---`""'�---' __ �; t i � .,.,��'�'�"• "_ _ _ — �'t � . _.�� ( t � i,_�_������ \^�,�ti'� V] � � C''Wn ���R�� �Sl �, !_aE-1�J-:5..,,� �,� �,,. _ `-� " t��(o gGI.L)Gta�' � `t� �,.-_. �xCo PJ�.�..U� y,,``� F e� �ju � �+� F'1. gty'� �,,k.. _ � jIk x� ,��X�C� ��'3. E�� K�C� .r'�' . ° (pX�� . .°'�'�. - - - -- - ti�.... .� ��_._ - ,- �, _ -�.r,•.i�.�-�.,z--'�s='=-�--`-..-.�-;,a — - r _ _..,.- °'�s� � � ' _ _°`-�--^— `� � {� _ __�� F � t �;�,r�;,� �I ,,,�, � '� �' � � �� ,.�. (, � ; � � �r.,� �I �'' �, t�; � � � s� '° r , �fi� (�( �%� - .r.�.a.�.�1_F a°a__._,..,._.____•._��..,..G:!r'� � Ei � 7-�--�----^--..`__.,4..,.. � 4 '�j � �"'� �f��1�� � � � � F � � � � � � � u, f r f ! 6 r l;'r %�^r�fj�l, i /. ;{ fFn'A.. �'��� �:AH� �r?�4�1M1.��4 �_':.(� �'�t���� i� ��P �'< !=- < GX�' �", (�E�'��, Gs.�°����`� �,�_� `� �.��' � ,�' , - �`���-�-'��%��' �:�`��..��.�,�':�° �c��°�� �t r�'/�� _ - r�' ,��t�� �C.,�L.l.f,��'�, �/�w�!� C�.,�.��-��?'.,�c� J���1�� �`��� 1 lON �SQ �� - �OIL��� D - � �C !� ULETA I � C . � CO�aSUITING ENGI;�tERS ! � 2305 CANYON BLYD. BDULDEB, CO 80362 � 1 __. '_ "_ _"_ __'__ - I 1 � .. .,_-�-•------�.,. - _ -�i �I •°" - _ ,�- �-- _ � _ _ __� _ �.... _ i �,K.,_" i� ��\\ , ' - �� ` Odv'NER'S CERTIFICATE: � T � The undersigned being the owner of the herein described real property: B O O H W 0 0 D� S C � �I D 0 M I I� �J � � Lot 8, Block I, Vail Village Subdivision 13th Filing, Section _ 3, Township 5 South, Range 80 West of the Sixth Principal � , Meridian, Caunty of Eagle, State of Colorag�o � _ , do hereby certify that the condominium "'BO OT ,�IIOOD�S CON DO M IN I U M S" t s t I 1 e d t n �, con�unction wiCh the Condominium Declaration f '�e00TH WOODS CONDOMINIUMS'� ,�-- � �.� � i �^ -' �,lC�����c-/ . , - - � - , _ ,�" c � - . , ���' ,; c �- --- --- - r _� , STATE OF COLORADO) I�f 1`� �J � �� �� �!'M1�tt�� ,._ �- _ - � � �,�—,.. � e�«►r�G r�r ��a°�r ���a� � A � , ss � \. � h �� a.. _,..�,,,r COUNI.'Y OF EAGLE � ,r�e„ 1 �. � .� . � � OT 7 BL K I - �� �s ���� , .�.. a� .. ,r`y� � ,.� �� --- - _ r' The foregoing certif icate was ackn edged before me this �� � � f � " --- _ _ ____ .- _ -- -_ _. _ __ _ _._ �_._ � _� _ day of 1976 by C'/a��-� �.�"��� Witness my hand and official seal. �F�./°`� P R 0 P E R T Y — �°`y CO R N E R My co�ission expires � � - �` FOUND }� S. 89°04' 18"E. — — $�i"�� �4�. $3� Notary Public SURVEYOR'S CERTIFICATE: ' I, David L. Kunkel, a Registered Land Surveyor in Che State of Colorado, 1734� do hereby certify that this Condominium Map of the "THOMAS-PETERSdN DUPLEX'r , M� �� /� was prepared under my direct supervision and that the map accurately depicts the location of and the horizontal and vertical measurements of the condomin- iian in a state of substantial completion. RQIVCH � / 22.15� G� . ' _ R 0 A D � David L. Kunkel, R.L.S. 14109 �' � ENTRY � � � STATE OF COLORADO) / � .�� L.0 E. — , SS ! / ` COUNTY OF EAGLE) ��o'h 29 80� � \ '�� a0�� �I 7 20� I The foregoing certificaCe was acknowledged before me this � �j . � �j• day of � I976 by David L. Kunkel. � ��'J� '' � ti ��- - - J _ Witness my hand and official seal. P�O�O m M . � � My cacmnission expires � � �V� ENTRY 2 50 '� I ,in ' � L.C.E (� ,� Notary Public 8.0 2� �� �� J `� P R 0 P E R T Y CLERK AND RECORDER'S CERTIFICATE: ��°— CORNER . � FOU N D � Accepted for filing in the office of the Clerk and Recorder of the CounCy ..���'-''` Z � h of Eagle, State of Colorado this day of Q 0'� 1976, and is duly recorded in Book , at Page � � cD : -"--`��' � 2 00� � Reception Number W \ ' _ _ _ ____ --- - , -- CA_ . I � 5.35 � Case Number — -- { --� ' � - _T 8 L K I, - ! ----- -- -- - � Eagle County Clerk and Recorder - - -- � � , . . �__LO -- �_=B_—__, ,_ _ __ _ 2 �o� - - -- - -- - - _ - -- � -- - -- - -- -- ---_ � �- - oo� -- - � � VAIL �� IL � AGE � � , � 422� � �� �� by " � » `n ' 3 50 � 3. � � . T R A C T B Deputy 0 ; I 3 t h F I � I N G 210� ' �3.00 3.50 ti , , PLANNING COMMI S S I ON CERTIFI CATE: �-- �'""`4y� ti �w., 4 22� 18 20� 12 15 �i 60' � This plat approved by the Eagle County Planning anti� Zoning Ca�mmissiQ. I day of , 1976. .�._..�..- � o DECK o , I � N L.C E. N � Cha irman �',_/ N p 12 15� ; COUN'I'Y COMMZSSIONERS' CERTIFICATE: � � , ' This plat approved by Che Board of Commissianers o�� �� CheSClerk and Recorder ofdEagle County. r � ` , , `, � LO T ;.C E Cha innan '"J � '� - T 62 0 26� ' '� Witness my hand and seal of the County of Eagle. �{ � ' ♦� �� � !j �� �2 �'J! /\ ATTEST 1 ��, �1/ County Clerk r' � ' � � , , • � / � � / //� 2 8, � �.,.-r„= ' I � � ��T 9 , B � K I .�.��.,, ♦ ` 0 5 10 15 20 , SCALE. I INCH = 10 FEET Prepared by L.0 E = Limited Common Element , G C E = General Common ElemenT JOHNSON AND KUNKEL T�1ND SURVEYING COMPANY � P.O. 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