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It�HT. TO BE.EI�GINEERED � _----` - __ � �"1._�- -� �5 5� _ ` _ % / -� � >" � � _ _ ,.,..,�.,.a--�.�.=;T-<_ :74 / � , 5�4;, SY STRUGI� �NGINEER ------____ �- .._-- '� - ------ _ —_� � � __-_ ---_- ;� - ' _ - — `�, 68 �U o , �'82�71 5 � � M�RTA�R 5ET � � � — TW 66 O � '�� '� �� � � --- _ ---°--== _ _. � ,B. `nN _ _ _ � — _ _ � / / J �/ � �!��� � ' . TM1 � �- ° % I p� -1 I- P2 -1 ; E� N�Y' /STONE W,4LKW?�Y � �--- — �—Bk�-61. , � ,=-- ,- / _ _ �� -`�-`_-_ ' -- 0 m _J-- �f'x I 8' I ( 9'x I 8'--'I" � / � — — -- -- — — = 52_ _ -- / - --- -- --- --_ __ -- -- - - _ � � L�I � 66 :_ � � 8��14-5�� I / � MORTAR�ET �' W 54 5 - = - ' � I_ `� JJ / ---- ---- _ �`` -..__-__- � - -- ___ � I � R?�GE I , FL��gTONE STEt'� , _ - _ - ' �50 � . �. � ` ---- � � DR,41N TO �-- �� ,� � - - -- _ , � � \ _ I I I � � � 5�RI5ER5 � 6 -�,4. �- �- — -- TW 53 O -- / _ _ -- _- - - NS�F°22'15"E' 3 t��Y1.IGHT , - _ �: - _ = �-- �- ------- - _,— _ -1F f�'7� n� ' 6`�. TW 68 O � I� I � / �i � BW 48 O :__ __=-- --_ �_- - _ ,- _ ,_'�� � ' i � W 6�-6 I I I,--- � / --- — . _ /--- ': - (( � l,�- � -� I I , I � � �' — — 'f .— =-�'` _/ l LIMITS OF D15TURB�NG� - ��— v „ � � � 0'� II i � I ' ' i - � ' _ - - � ' � -% ' � � �� � � 62 ' �- I� - - -�-=� TW 55 O�J i % � � —� _ :---�_' / - � _ - ---�_ � � ' _ � — / BW 51 O/ � / � / � � ,- , f/'" sEwER _ . SLV � s�w�R J:,s�w�'�_- sE��,-ER =�----_ / � � 8260� / , � ��826�_5�—5 , -� �,fr' /---__-- _,j-- l \ ,� ROOFLIN .i � �! / / � -_ =' / - - � � / v � � ` ' �- 8� �__ (TYP.) \58 --� - ' - ORTP�R SET i -___ �/ ! _ __ � ° � � - %" LOWER / 5TONE PP�TIO �' /� / / � BOULDER __ - �- � � '' 46 '� �__- -- -____� � � RETaINING YV�LL - � -� � � � � �/ �= ` �� I � � � (T'YP.) \ , _ - � - � �--�� , � - � ' - /�~ � -/'! / � �I � � i � �, = _ - .� `-� ;� � �:. � �,-� ;�:- � �-' ; � �, � � � � _ , � (� — — �, -� =' �- ' � � - 2 4 , , - ,-, � --; �C� . .�m �. _� � � - � . G�N�i��L NOTES � �..� --� � N ,�, , - � - � � _,� _ � /- . � , � � O _ � - � � l ,,�-_ o � �, 1 � 5' � � ' �� � � I A�LL WORK SHALL GOMPLY WITH ALL APPLIGABLE GODES AND ORDIN,4NGE5 _-� � N , ' / '� _ �� '� 5T.6NE VENEER--'`� 2, GONTR?�GTOR(S) SHA�LL ST?�KE OUT �LL A�REAS /�ND EST�BLISH ELE�/�hTIONS � � `-' ° � I '' - RET�4INING �LL STEPS W?�LLS FENGFS P�ND SHP�LL OBTP.IN THE ?�PPROV,4L � '� ,y � , ? C�� 'I r — — — , � - - - - �-_ FOR AL.� W.4LK5, , , c� , /W/ P�4TI0�BOVE � - y "� ' Z / ��f � �5 25 TW 50:0 � (TM�?,)� / �� OF THE L,4ND�G�PE ARGHITEGT PRIOR TO PROGEEDING WITH WORK �..� � ' � � % � �Y4 46 O '`�2 / V� 3. NOTES AND DETAILS ON SPEGIFIG DRAH!INGS TAKE PREGEDENGE O�/ER � � � Q. ! _ % % , � ¢� GENERAL NOTES AND TYPIGAL DET?�ILS. � � � ' � � . GONFL I GTS OR D I SGREP�4NG I E5 W I TH GR�4DE5 SH�LL SE BROUGHT TO THE r� Q, � „ � % �� . � BUILDING ,� d ATTENTION OF THE L?�NDSGf�PE ARGHITEGT IMMEDlP�TE�Y ?�ND PRIOR TO � ; ,_ - - o� � — � � y 8 - . _ . EN�/EL �- Y'/ PRUGEEDING WITH WORK. oT �'J - � --- '�" _ -- - -�� '�!� ��1 5 GRADES SHOWN ARE FINISH GRADES SUBGRADES NEEDED TO ATTAIN FI1.L OR 6 _ -- " __ " - � MO R SET FLA�G�TONE ;l TOPSOIL �PLAG�MENT f�RE NOT REFLEGTED. HOLD FINISH GRADES FOR PLANTING BOUI.DER _ _ =-- 5TE 5ER5 � 6 Ef .� / 0 �4RE?�5 2 BE�.OW TOP O� A�DJAGENT P�4YEMENT Ut�lL�55 OTHERWIS� NOTED ON �,� RET�INING IN�LL -- ,--� _ ='� / � � THE DRr4WING5 (TYP.) \ _- �"� _ _ 8240 __t-" 6 EXISTING TREES TO REMAIN 5Hl�LL SE PROTEGTED WITH SEGURED STRAW SP�LES � 44 :__----_-_ _ _- � � _ - BW 450 - _: - =� , �� AND/OR 3 WR/�PS OF SNOW �ENG� PER TREE. A 6' FENGE SHALL B� EREGTED �4T ._�--� ,/`f _____:=,-�--a%c� � '� DRIP LINE O� TREE 6 OF MULGH MATERI?�L SH�LL AL50 BE SP�:E�1D FROM BASE " ' � e"" � � � OF TR�E TO DRIP LINE OF TREE. � �2 _:--- ""_ � C'' " -- t-""� ' - ""� ' ��� O 'T ROf�D GUTS AND I�NY OTHER GONSTRUGTION IN THE ROAD RIGHT-OF-WAY SHaLL ' 40 �="� � �� . __- `/ _� GON�ORM WITH EP�GLE GOUNN REQUIREMENTS \` - - - �� � �0 �"� / _ _:-��i � � ` �� _�.�____-=--""� � 8 ALL FINISHED GR?�DES SHALL PROVIDE FOR NATURAL RUNO�F OF W�TER WITHOUT � ___- 'l' �.P �\�' �� LOW 5POT5 OR POGKETS. PR0I�IDE �4 MINIMUM 3� AND MAXIMUM 333'o GRADIENT. _ __ /�_ _ --� " • -I ____.- - / � _. ___ _- - " �p9 _ __ �'�(i � UNLE55 OTHERWISE NOTED /�D� ` �� �i ?�LL GOMPAGTION SHALL BE IN /�GGORD.4NG� WITH THE SOILS REPORT PREPARED BY DATE DESGRIPTION� �� � /�� ' �`�-''� � '' �0� � ` THE GEOTEGHNIGAL ENGINEER � \ �_ _:-- _„_ti�'�'' �(� ��� 6-13-05 DR8 SUBMITTAL � � ._ __ -- - � Y ____=-- �c � `\\ 10 IS" GOBBLE DRIP EDGE, WHERE NEGESSP�RY, TO BE GENTERED ON ROOF EDGE LINE. _ �-/ /�'� ��`� � u ROGK TO BE RIVEi� ROGK GOBBLE AND LAID UPON FILTER FABRIG 50 THAT NO 6-30-05 RE�/ISED ' _--=-"" � p-� � PP�BRIG 15 EXPOSED. ALSO, GOBBLE �1ND F�4BRIG TO BE PL?�GED �4T ?�LL DOWNSPOUTS. A _/` � � � _. --- ' / � II. ALL BOULDERS SHALL BE BROWNSTONE SOULDERS R�4NGING IN SIZE FROM 2 -5 IN DIAM�TER. BROWNSTONE BDULDERS �4VAIL�BLE AT STONE WHOLESALE Q70-�82-0575. ALL BOULD�RS - / � �ND BOULD�R PLAGEMENT SH�LL BE APPR01/ED BY LANDSGAPE ,4RGHIT�GT. / \ 12 GONTR?�GTOR 5H,4LL �OLLOW ALI� REGOMMEND�TIONS DESGRIBED WITHIN THE SOILS R��'ORT REG,4RDING THE INSTALL�4TION OF SUBDR�41N5 IN RETAINING W�rLLS, GREAWL SPP�GES, �4ND BP�SEMENTS, GOMPAGTION REQUIREMENTS, AND P051TIVE SURF?�GE DR�4IN�GE. 'F i 13 �4LL WALLS OVER 4' HIGH TO BE �NGINEERED BY A STRUGTUR,4L ENGINEER / 14. THE GEOTEGHNIG?�L ENGINE�R SHOULD �PPROVE W�rLL SUBDRA�IN M?�TERIaLS AND SPEGI=IG�TIONS. ¢ 15. THE W�hTER SERYIGE SHOULD BE SIZED BY ,4 QU�4LIFIED FIRE PROTEGTION GONSULTP�NT/ / \ , �� c�2e ��jU'7'� ,y GONTRAGTOR IF THE HOUSE H?�S A FIRE SPRINKLER SYSTEM. OTHERWISE, A MEGH�NIG,41. � � �� ENGINEER SHOULD 51ZE IT B�SED UPON THE �XISTING PRESSURE, LENGT'H OP PIPE AND D�M�rND. 3oa�� �, / 5��� Ca,�-�— � 0 0 . � T�MPOi���Y �ROS I O1� GONTfi�O� I. THE GONTR�GTOR SHALL PRO�/IDE EROSION GONTROL IN GONFORM�NGE WITH BEST M/�NAGEMENT PRaGTIG�S Sca le I��= I O� �,,. North � �� _ . 2 A "GEOFf�B" S I LT FENGE I S TO BE EREGTED AT L I M I TS OF D I STURB�NGE DOWNH I LL OF ' '��` �J GONSTRUGTION AND IN PATHS OF DR�INAGE PRIOR TO EXGA1(ATION AND KEPT IN ��►�►o��^, PLaGE UNTIL FINISH GFZ4DE IS aGHIEYED evi� !�e A.•1 � �� �� � 3. AT TH� BASE OF TOP501L OR FILL501L STOGKPILED ON 51T� , rh GEOF,4B 51LT ��NGE � I �� ��� OR STR�4W B/�LE S�TURATION BERM 5H?�LL BE EREGTED TO GONTROL SILT P�ND S�DIMExT. �PPl�Vc 4 THE GONTR?rGTOR SH�LL BE RESPONSIBLE FOR PREYENTING THE RELE�45E OF SEDIMEN7- byIJI�� . LA�DEN WATER (MUD) FROM THE SITE AND SH�LL BE REQUIRED TO INSTALL ADDITIONf�L �^��Vh ��al• -^� ` � _ r� �a� � GONTROL PAGILITIES �rT THE DIREGTION OP THE LANDSGAPE ARGHITEGT OR y V�� �aved r�, �J aPPROPRIpTE TOWN O� �/AIL OFFIGIALS, IF PROBLEMS OGGUR. � r°� � , , - .. .. �. �. . � , � „ - - . � , ,� ,, � � , �- � � � � OlV2� Gl'eA i,_iL�C�L�`���, .'I=,� �; ,_ � !-�' �-���- � ( S _ � , 3Kg� : � a �p — n - �-�. 5_ � �� J��C '�___ -- � ___--- -- l=- � �o� 3C�% c�a=�� � , � ���- ��___-� __ � � �a� � _�� , , , . - � __ _ -- -, - - — ' - - --. _ _ _ - — --- � -.�.....� �. � — �' P ',dal'i , � "v �I��!„ r�'�F�I5�',,� „��, � �L� 'Ii +�';,'I ,I. � � ;� � '�,��I',li'�,�I�" i -� �"i i�din�l��l161� �I s� ��;I ii,,�� �'��n' ����u'���;I�iiq����61�i16 ,I���ii"i � ��i��oi,�.ii,� II�^� "' ���� I� iPil�it1�p�'�'�,���ij��, i���u�;'i��'' �iF�'' I itlil'� II� rrll����l;�itl ���'�Il��iil� � s o n e ,���, :�����,��� ��� � � � ,�� ���,��� ;,�� i ,��i,��b�r��r y i, �dii�„�u � � II II " ��� i '�,rr�q6ld' i,' , ll,l'��Cli�'�,�� Ii�V�'illlhl� �' �'�'vJ'Il,i,l 4 � �illlili�� ��i�,�ii��ih �������I��i��i Landscape Architecture I'� � P��I�1�1M�1� 'I;'���� ,� - ;,�;� � n�'h���,P,Ij, II'iq'{Pi�w Q����'iiy,P , "v i ��n, �i�iqPp, �I'�Illlil'I'P„II'il'iill�''�','�i''i j�l';���i il r�6i�'i''",'�^'�nri�lll�ilal°!I� Y L o T � ,,,���,,���: , � F 3 �� � ��� ,,„ i�d!i!li!tl16�!.:.ti��b�,��i��5!ii!tl��l'�lii'iilG'n�� „"'�ill.d�'��n t � t h� , P.O Box 115 I Avon, CO 81620 , Ph. 970.949.6490 I Fax 970 262.2162 { _ _ Email I studio�sonesmac.com — — — — , -- — — _ _ � , _ LOT 2 � I — 4 � 0 1 , r � �` ' I i � GOBBL� SHOULDER ( �J ;i i , ` �4 — �' i � / PROPERTY LINE ' � (TYP.) `,, � _ _ _ �% 584°55'�4"W - �5.1I' ;`` ; Ro M��SS, ur� n, `' 1. ,� " _ — _ _ _ _ '� �INTF LI AND ' �� � , � •, _ �� / I PNM / � __ _ ��__ Nc� �,qsF�Nr 1 / � - - 3 PT�4 �� I VLM 2 PTA ,� 2 ?�TS ' ' �' - � � � 3 PT�4 ' �� �� � � ' �' � j 82"13.5 (� 8 'lo.l � I 3�P5 — � � - , �- - � — — � �� � � � � ;'I � � o a _ o o a o o _ o 0 0 � o 0 0 o�-Po � ��_ � _ _ 5 P.TS ' � � � 8276. r ,_ o '/ °�° rj `� � •,, ;' :� —� — N87°� '3 ii � ;1 ,�'1 , ; -' —,_ _ _ 8263 I ,% � � � 7 w �z8.76� �, � % / ,, �2, �; • Ji ,�,. � � - � � � � ,�' �� —`� � i \ ���- -- I SSU �f � �' ,�' _� c�� ' � � 8 17.7 - ° ° i ==" / �� .� L / � STOR?�G --� � � � �r 0 0 � � �.f;: i �� � � � 8260.5 � .—� 82'18.1 � w � � _ ' — �, ��-�� � � �' STORAGE � — ____ ' I PNM � �' �� - - - _ ---, ' i' -- � ' - � � PF�ENNIAL PLOY�R� -` - ^ �' � , �, 183��� � � �� I PPS �:_ � _ _�._-___- �- � � i�`" � � � ,� � ��GROUNDGO�/�� - - �►.; � 825'1.5 /' � i .� � � OR MULGH f�l'P.) > —3�� \ I�\ � /� 2 PNM � f , IO' - "� � `�'__- _�- ` � — — -,._ --- -�--�- - __ -- _ �- --- � � � � � ; r � 8n��j � � '_— . / _ ___ _ - - �-�-� J ---_____ � � � — L � %� � ,/ � 826'1.4 3 R?�G �� ' �'_- J '� � � .�-- ----- '�- _ _ _-`" 82'!f0 - -- - � � _� _ - ___ __ , � SNOW __ � 8255.� � � / � ; , ;; I PPG b.q .,, ,,- '�� � �_----- ' -- - -- _� �_ �" -- � ' - _ -ST-4��6E-"`-- � �� — g� y - ,� %� � -= " _-� __------____ _ � � -', -,_, ` 1165 SP , ll � � % �- ��� � �, '' � J � _�- I -- _ _ '�� __;- _- � ' �l / _. , ,�,__ _ - .,. ��. � _— _--- _ ° -- ' � — � — �.�.� % �u / / � 5�i I ATS �� --____ _ �__� �• � ___-------- / - ----- o - � � � I PPS � \ �` '� �f �� ' /� � � --,..__ __- _____ -�1 �` — — � � � �� — '� f� 3 �TS � j / ��-0-----_ - _ / rv � � / � _ _ _ -- — � -� �. ---� - ❑ II I II (� I PP5 �� / � / �, — ' ,.�' �= =� � - �;--` — .-_ __ - �TI� - --- I T� I P�PNH 3 RAG -- �-- — — — - 52 , '� ---__._�_-____ _ � �'-" 2 PT �' ��� ._--- -- �..� -�" � � __ / —_-_ -_ � ,`_`,�-. � 6 i' , � �F3ATH LIGHT��'t'1��� - : ' _� ` ^\�___ - - � ! i _�- � � -- � � / �- SEE SHE�' -L 3, _ ---- _�d% �50 � _ - 1 � _ . � � ' � 3 PTA � / DET�41 L�5 �.-- � � — — __ _- - -� `y� _- � . :___--- -- -- ____ _ _ - _ _ _ `1l 1 ' �/_ NS�F°22'I 5"E=�f F�'i���^ � (�/' i, � �. � / / / 2 PPS `�' _ `�' _- --___ -- �— - - - lI,K- 6 ' � i � � � 3 PT p'' _ - =" �,- � — - t1 �� �-a--1 � ` .� .� , .� / ' , / / �" � .+ _- -` � ` _ �� / '� , - �, LIMITS OP DISTURBANGE g � � � 62 �-�-��� � ^��-, �/ � � / / / / � � ��� 8 -_ --- " - �' i � � � �1 � �IL � � � / �, �— _ _,�,__- " - � __--- ---_ _ — � .� � i 4 �� -�' ; , �, � �- _ . _ , �OO ---_ � � - !� � ROOFLINE / � % / \ , � / � �� , .� �' J.-� ��� � � 8260 � `� % �. � � � ' _ - - - - '� / � � � � / 'i ' �. �, ,� / / Ji �-�ti'- :lr="" _ % "� � P�4TH L fI ��+�rrP.� I '' -r ars � � ,� I PT,4 �� , , � SEF�-'NE�T L-3, / � � ___� , � _.-�r� 8 ` I PPG � r-�DETA I L #5 � � � �� � � � � /�--' _ :-- --- -- / �'p IPPS - , = � — �O � ' _ � � / - �, q, _ _�- �; %"� _ - -� � � , '" ' � - - - - � � - -�=y -� / �I � � O � �a- � . , �� � � -�; .� � ��a� � �w " � � �< < ►� � � � �- � .� --� - �- � �, �, �,.. �, � � � ` � � q. �� � � �, D15TURBEfl ?�RE�45 TO BE � ' Iy � ` N ,5,- :� ' � �" _ O, o m i� �, �" J, J, .r,� /�, REI�EGETATED WITH N�TIVE �-N a r � ,� � �° �..�;' • ' -� '' `� j � f � i GRA55�5. 5EE GENER?�L. 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'� � �� � �,� - , \� :- _-"� �,,� ___ --' 'p ,�`� � .�� � �• __�,,�� � .�`'�--_ � '�i . �. � _ _=�- ��'o � — — ��^�`�� - " ,�����. �'� , � � ,, , _�,_== -`;,'� `�' �,qF° _ ___ -_ -`` ��D�� � - _ y---^."� `f �' �� _`_ _ ^`^ _ o ` � DI�T� DESGRIPTION � � � � � �=�"� - - ��,�:= �� � ,�i'�j�` 6 13 05 DRB SUBMITTaL f � � � � � /���"� � � � �C �_ . /_ ___--��" v 6-30-05 REVISED � = / _ __ _._ =-- ��,� . � � _ _—_= --- / ,� � \ / , � i � , � / � , � / o �o / 5ca le I "= 10' North ° 1._.�I ������� ���I � � ;`1 R--,:.y�^`�!��`.�. •.��r a r a � , C.-rs"'W's ��u`.�.,« � � w T. , � ' " ���'�� � ' �` ' ,.�. ���� W..��� 4._ . .�, __ � n q �,� " - � s�eC-�..,��G#� i�E?'�,.:liruf�W' ..� �� .. ..��_ . � � � � i �\J jj, 3..iS�s��ao�, _m��:r� ' � __'_ __- ' � i�a � , _ _' _ , ��.� .,�� ar m '„ — 1 �, � .� .__�� _ _ � , .� ° � � .'° i�,���;���, �„,,,,�,,;�,�,.,, ,�,,�,,, ,,,' ' DO NOT PRUNE OR � ��`�� ���ihi;hl�,(� , � Il�i'�i'��,�'I;I,��,� rd���„I� , 'il i �i "'I � i��:''�I�I „ii',II III'i�;I,li� i iii„�li�li.��� � ,ir„ 'I DO NOT PRUN� OR DAMAG� L�ADER. ANY V'I ,"�'�h,!,�,�,�,,,��r, �,'I ,I°;„' ii�',�I DAMAG� LEAD�R PRUNING MUST �IRST BE �,�''�'��''""'�' "' ' ' ' ''� tIII�II�i�I�lu�V ,�j�� �iq,r,;l,l;ll;ili�ll!I�d��� I APPROVED BY LANDSG?�PE O � ��� 'IIi�����,I��� I,i �����p'�'�!�i s n e ,�,�,��� . �,�.���,����.����� ARGHIT�GT � ,°��VOI�I��'ol��d'�i jPJ i��� i.,Pi!��I�II�IIP;e i { NYLON WEBBING STRAP / VijU'ii!i�sli'ili,��� ��"r,°„�,d��'��I�I�I��'��'!�I'���,'i� 3 GUY WIRES AT 120 DEGR��S � �,� ��.,.,�., �,.�„�, d�''I OG, USE NYLON WEBBIN6 STRAP Landscape Architecture �'"�l'�,�I�����I������I�INCIC��„i�l�illli E � AT TREE � �I�'�I�����i � w ��!I''�',i " � i�i�,C�`r7����SL�11;f�Jrl�li!�'ilii � , ��� , ��" , F u ^ \ iI,V'I',I';��i � "i,�,l'���il r�l;� � � ' -_ - BITUMINoU51MPR�GNATED FLaGGING �'dl°�Cumr�u'�u��r°�uN���l,������,c,";ipu ,d� F — / TRE� WRAP-PASTEN TOP ����T �������� r � BOTTOM (PaLL I NSTaL- I LATION ONLY) P.O Box 115 Avon, CO 81620 6' LONG METAL "T" POST PAINTED GREEN IS" LONG METAL STAKE S�T P�RPENDIGULAR Ph. 970.949.6490 I Fax 970.262.2162 MULGH TO WIRE AND �LUSH WITH PINISH GRADE KEY QTM, GoMMON NAME BoTANIG NAME 51ZE �oTES SAU�ER RIM (S�� NorES) Email I studio�sonesmac com SAUGER RIM (S�E NOTES) PINISH GRADE PINISH GRADE EV�RGREEN TREES � PP5 q GOLORADO SPRUGE PIGEA f'UNGENS 8'-12' HT. 5E� PLP�N FOR SPEGIPIG �III��I — ' '�`f; �II— - - EXISTING UNDISTURBED ����[��= f,f�= �I — EXISTING UNDISTURB�D LOGATION5 OF 8', 10', $ 12' �T'��"�- � - ; � ' .,' � � _— SUBGRADE ��m����I ,� y'ri` �� � _ SUB6RADE DEGIDUOUS TREES - "° - - - — REMOVE TOP I/3 OF BURLAP , — REM01/� TOP I/3 OF BURL?�P EVERGREEN TREES. �LLL �;' II=III I I I I— I- � T TI—I I � ALL WIRE/METAL, �TG ��- % ��,'�j< JJl J1J—Jl � ALL WIRE/METAL, ETG. PTA 31 QUAKING ASP�N POPULUS TREMULOIDES MIN 2" GAL MULTI-STEM GLUMP �� "�' ` - - � II I % �I� 'i- — BAGKFILL AS SP�GI�I�D � ' — — — BAGK�ILL AS SPEGIFIED DEGIDUOUS/ E1/ERGREEN SHRUBS - � — � GOMPAGTED SPEGI�I�D � 1� GOMPAGTED SPEGIFIED - �� - - - �� ��� --�- A A S 2 S A S K A T O O N S E R V I G E S�R R Y A M�L A N G H I E R A L N I P O L I A 5 G A L. G O N T f�J,J f, �.f— —�f 1 f. J�I I BAGKFILL FOR SETTING ��� �� ����; BAGKPIL� FOR S�TTING VLM I WAYPARING TRE� YIBURNUM LANTANA 5 GAL. GONT -III— — = —��—lf.l —1 OP ROOTBALL -11I—f,f1 �,�f.fl��1 O� ROOTBALL _ ��.���.��.���T ���������� ���T ATS 33 TALL WESTERN SAGEBRUSH ARTEMISIA TRIDENTATA 5 GAL GONT PAR 3 RU551AN 5�4GE PEROVSKIA P�TRIPLIGIFOLIA 5 GAL GONT � 2X BALL DIA � 2X BALL DIA. � P�K 2 KATHRYN DYKES POTENTILLA POTENTILLA FRUTIGOSA 'KihTHRYN DYKES' 5 GAL. GOHT. '�� MIN MIN RAG ID ALPINE GURRANT RIB�S �4LPINUM 5 GAL. GONT. NOTES. NOfES. SOS 'i MOUNTAIN SNOWB�RRY SYMPHORIGARPOS OREOPHILU5 5 GP�L GOKT I D�GIDUOUS TREES TO B� PLANT�D 3. SAdJGER RIM 15 TO BE ON DOWNHILL SID� I. _VERGREEN TR��S TO BE 3. SAUGER RIM IS TO B� ON DOWNHILL SIDE SSU 4 URAL PALSE SPIREA SORBARIa 50RBIFOLIA 5 GAL GONT AT OR SLIGHTLY ABOV� FINISH ONLY WHEN PLANTS ARE PLAN'f�D ON PLANTE� 3" ABOVE ONLY WHEN PLANTS ARE PLANTED ON GRAD� SLOPES, BUT SHALL GOMPLETELY SURROUND FINISH GRADE SLOi'E5, BUT SHALL GOMPL�TELY PNM 5 MUGO PIN� PINUS MUGO 5 GAL. GONT. PLANT WHEN ON L�VEL GROUND SURROUND PLANT WHEN ON LEVEL GROUND PPG 3 GLOBE SPRUGE PIGEA PUNGENS 'GLOBOSA' 5 GAL. GONT. 2 WATER THOROUGHLY P�T THE TIME 2 WATER THOROUGHLY AT THE TIME OF PLANTING DO NOT FERTILIZ� AT D� PLANTIIJG DO NOT FERTILIZE �4T PERENNIALS (PALETTE� THE TIME OF PLANTING rHE TIME OP PLANTING � S�UE FLAX LINUM PERENNE 4" POT 12" O G O � ROGKY MOUNTAIN P�NSTEMON P�NSTEMON STRIGTUS I GAL GONT. 12" OG � ��G I DUOUS Tfi��� i=L�NTI�lG 2 =�EizGfi�E�N TR�E PL�NTI NG � � SUNNY BORDER BLUE SPE�DWELL �/ERONIGA SUNNY 'BORDER BLUE' I GAL. GONT. 18" O G. BLUE SPIKE SPEEDWELL VERONIGA, SPIGAT/� 'TaLL BLUE' I GAL. GONT. 12" O.G. NOT TO SGALE NOT TO SGALE � � STONEGROP, RUSSET SHOWY S�DUM SP�GTABILE 'INDIAN GHI��' I GAL GONT. 18" OG L_� I�.°� ASTER, DWARP WHITE �ALL ASTER NOVI-BELGI I 'SNOW GUSHION' I GAL GONT 12" O G. SILVERMOUND SAGE ART�MISIA SGHMIDTIANA 4" POT 12" O G � � , BLUE HAR�BELL GAMPANULP� ROTUNDI�OLI,4 'OLYMPIGA' 4" POT 12" O G 2'-6" DI,�. , LUPINE LUPINUS SP�GI�S I GAL. GONT IS" OG. Sf�UGER RIM • k SNOW IN SUMM�R GERASTIUM TOMENTOSUM 2-I/4" POT 12" O.G. O � � � � STARBURST IGEPLANT DEL05PERMA PLORIBUNDUM 'STARBURST' 2-I/4" POT 8" OG � � � � 3" MULGH � (�, � IG�LAND POPPY PAPAVER NUDIGAUL� 2-I/4" POT 8" O.G. � C� � V � �i � NATIVE BLANKET PLOWER GAILLARDIA ?�RISTP�TA 2-I/4" POT 12' OG r"" r� ° PLANT ROOTBALL � FAGE OF WALL TO B� BATTERED BAGK � ` BLUE PESGUE PESTUGA GLAUGA I GAL GONT. 12" O.G. �``''' `'' ��, GRADE WHIGH SHRUB (� SLUE SALYIA SALVIA N�MOROSA ' BLUE QUEEN' I GAL. GONT 12" O G. w� � I GREW IN NURSERY #�- � �c�, � � - � �..�.I BLAGK EYED SUSAN RUDBEGKIA PULGIDA 'GOL175TRUM' I GAL GONT 18" O G � l.d � SAUG�R RIM - — LANDSGAPE BOULDERS GL�AN, SMOOTH, UNBROKEN ,� t 51BERI�4N IRI5 IRIS 51BERIGA I GAL GONT. 12�� p,G, ° � 0 ___ BROWNSTONE BoULD�RS RANGING IN SIZ� �ROM 2' TO 5' � � � o PIN15H GRADE ——--_i,, — DIAM�TER ALL BOULDERS TO APPROVED BY OWNERS i TALL YELLOW YARROW AGHILLEA PILIPENDULINA 'PARKERS YARIETY' I GAL. GONT. 18" O.G. �,.,o o y� _____,�„ REPRESENTATIVE PRIOR TO INSTALLATION � _ O � - — ° �--__— �"��'� O , \ �I �,. 11�. � _ — ;�"'�,. — _ Lu — — — �`.� <, ��� ` I�111�TLI 11II1 �'�� II� _ — su��v� �_=�_� '�.;r:;;� HEIGHT VARIES v � � ' _ � ��. II� ;;�� II ROOTBALL(REMOVE GONTAINER) _I I (—=I I I_—',���;M; (5EE PLAW � , ���1���� ��T�� n � ��� �=====J�:.� � �/ = I _ _ _ = BAGKPILL MATERIAL —I —I I—I — I I— f";:j�N,} � ���/�// ���� � _ — — _ � _ — _ ___rl r;M`v����• � #� UNDISTURBED SOIL ON ^c'�,,•�. � � � O I, GONTRAGTOR TO VERIFY FIELD GONDITIONS AND NOTIPY THE LANDSGAPE �4RGHITEGT OP ANY DISGREPANGIES PP.IOR � � BOTOM OP ROOTBALL — — —_��%•�'-;;'�, • TO PROGEEDING WITH THE WORK � ��� � — � I'�'� I �°� � ' � I � 2 GONTRI�GTOR SHALL HAVE ALL UTILITIES STAKED AT LEAST 48 HOURS PRIDR TO BEGINNING GONSTRUGTION � � �� - I—I I I— I— I I—= I I- ,,;�� ,e�+= I— I I—I I —_ __ �_� � 3. PURNISH �4ND INST�4LL PLANT MATERIAL AS NOTED ALL PLANT MA'T�RIAL SHALL BE APPROVED BY OWN�R'S -I I I—ITI—I I I—I I I—I I I—I I I—I I I—I — = I==_= I C-���_'.•;;;',..a,�;r;�;;,�•,,,_.,=i 1 I==I I�i i—i��I i I I I— --�+ � �l - R E P R ES�N T A T IVE PRIOR TO INSTA LLATION. SHDULD A� D15GREPANGY IN QUANTITI�S OGGUR, PLANT QUANTITIES ON � 2 X B A L L D I A � � �—I I — —I I I—I I I—I I I-=� I I—I � I- — I —I I I O PLAN SHALL TAKE PREGEDENG� OVER THOSE IN TH� PLANT SGHEDULE � � � � „ '� MIN ' '— ��I—� ' '- LOV`4�R GOURSE OF BOULDERS TO BE ' 4 P L,4 NT I NG B EDS S H A L L GO N S I ST O F 3 D E P T H O P S H R E D D E D G E D A R M U L G H E D G E D W I T H S T E E L E D G I N G. BURIED A MINIMUM OF I/2 WIDTH INTO GRADE. � l 1 5. P L A N T I N G O P P E R E N N I A L F L O W E R A R E A S, W H E R E S H O W N O N P L A N S H A L L B E D E T E R M I N E D B Y L A N D S G A P E G O N T R A G T O R � v " USING PERENNIAL PLANT PALETTE �4ND 51ZE5 A5 INDIGATED ON PLANT LEGEND. LANDSGAPE GONTRAGTOR TO SUBMIT � , [� , �� SP�GIPIG L15T OF PROP05ED SPEGI�S (FROM PLANT LEGEND), LOGATIONS, AND QUANTITIES PROP05ED, TO LANDSGAPE � vY � ARGHIT�GT AND/OR OWNER �OR APPROVAL, PRIOR TO INSTALLATION � ' 6. LANDSGAPE GONTRAGTOR SHALL GOORDINP�T� WITH OWNER/OWNER'S REPRESENTATI�lE THE APPROVAL O� FINISH � SHRU� PL�NT(NG �" BOULD�iz iZ�T�I N I NG W�LL � = GRADES PRIOR TO THE INSTALLATION OP IRRIGATION SYST�M, aND ANY PLANT MATERIALS OR SOD. o � '7. GONTRAGTOR SHALL NOT DISTURB ANY �XISTING TRE�S OR Y�GETATION DESIGNATED TO REM�IN WITHOUT THE ��� NOT TO SGALE ��� NOT TO SGALE � � e APPROVAL OP THE OWNER'S REPRESENTATIVE AND EAGLE GOUNTY. �(�// � 8 ALL BOULD�RS SHALL BE BROWN STON� BOULDERS R,4NGING IN SIZE FROM 2' TO 5' IN DIAMETER ALL II 1y/ —A � BOULDERS �4ND PLAG�MENT OP BOULD�RS TO BE Ai'PROI/�D/DIR�GT�D BY LANDSGAPE ARGHITEGT. �4-��� 9. GONTRAGTOR SHALL PRESERVE AND PROTEGT EXISTING VEGETATION OUTSIDE THE LIMITS OP DISTURBANG�. 10. PINAL LOGATION AND STAKING OF ALL PLANT MATERIALS SHALL B� AT TH� DIREGTION OP THE LANDSGAP� ARGHITEGT LP�NDSGAPE GONTRAGTOR SHALL NOT PROGEED WITH PLANTING OPERATIONS UNTIL STAKING IS PULLY APPROVED. II. PLANTING BAGK FILL MIX IS TO GONSIST OF SO� NATIVE TOPSOIL, AND 20� GOMPOST 12. SHRUB BEDS AND TREE WELLS IN NATIVE AREaS aRE TO BE MULGHEO WITH 3" SHREDDED GEDAR MULGH MULGH y„ �� � � � , SAMPLE TO BE APPROVED BY LANDSGAPE ARGHITEGT PRIOR TO INSTALLI�TION 13. ALL DEGIDUOUS TRE�S ARE TO BE STAKED WITH 5' STEEL 'T' STAKES ,4ND GUY�D WITF+ #12 GALVANIZED WIRE ; ���������'�"���,{ �����" AND I-I/2" WIDE, 6RE�N, NYLON TR�E STRAPS. ALL EV�RGREEN TR�E ARE TO BE STAK�D WITH THREE 5' 5TEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIR� AND I-V2" WIDE, GR�EN, NYLON TREE STRAPS. t 14 501L PREPARATIOK UNDER ALL LANDSGAP�D AREAS SHALL INGLUDE ORGANIG MATTER TILLED 6" INTO SOIL AT ��,,�� � -�� THE RATE O� 4 GUBIG YARDS/1000 SQ PT � I5 PREPARATION OP NATI1/� GRA55 AREAS WILL INGLUDE TH� POLLOWING. � - L005EN SOIL TO A MINIMUM OP 4" DEPTH REMOVE STONES OVER 2" IN DIAMETER AND STIGKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. ' - 1�ISTRIBUTE I" OP TOPSOIL TO BE GULTIVATED INTO NATIVE SOIL ���,�,',�,,;;,,,�„W,,,,�,,,,� �i;N' ,;;;;;�,,,,,,�i,,,��y,�;,�-�j�', � � �, � �ii:�::��i,�; a� � - GRADE AREAS TO A SMOOTH, FREE DRAINING EYEN SURPaG� WITH A L005E, MODERATELY GOARSE ,;:�,;p;h'4''�z��;,�;�ai;;;!;!i;d'y,�'���i;;;,°'';o��� � '°,I� � � TEXTURE REMOVE RIDGES AND PILL DEPRE5510N5 AS REQUIRED TO DR,41N ��,,���4 ��'�', �'��,', �'„'��''"';,',�;'�,, ' „'��,�I�� �����i � ��� � � , �� �,� ��� ��5"� �, � ;I� � I6 ALL D15TURBED AREAS TO BE REVEG�TP�TED WITH NATIVE GRA55 SEED MIX 50WN WITH THE POLLOWING MIX ��I�';'44�;,�r,l�,�',�, ,�� ,-,, �' '�� �,'!i?�i,�� ��'� t AT A RATE OF 42 LB5. PER AGRE: a:���;�;�,j;;l,lr� ��„ `�'��ql;; !;!Iljwi9;°''';�, 155K GREEPING RED FESGUE ; , ' Df�TE D�SGRIPTION ��,' , ' ;�„� r�����pPIi'„ �,� ��:Iup,ilo,' ''�d '�I�„�4�;��,�I„i�;pl��i�i!i!;�II,iI�I�q;rV�o 6-13-05 DRB SUBMITTAL ' 8� 5H�EP �ESGU� I��IiGll��r�,t,���ll�''��,,k, ��;� i��� ,,�II�"^. " „Hi,,, ,;y,, �, r�_,, � i � 25gb ARIZONA PESGUE - ,,, �� ,il q�.i i;, �;� ' 30� GANAD,4 BLUEGRA55 ��,��������,��r�3� � �, �I',,, F{i;y�I� � 'ili i,�u��i I i 105Y� IDAHO BLUEGRA55 fr- � ^�„�'' ���','����INd�I��!;il�u;4����,�, 6-30-05 REVISED ����,��5� 'I�IG�, . ��i'M��,'�.,'r�� t Y 'm�a� ��"I'I��o�''�',��r`�'"-d�Ir�; �' 1595 SLENDER WHEATGRA55 � � _ -��� � ; �y�`, , �� , �;r,�,�a � � I'7 ONE APPLIGATION OP A DI-AMONIUM PHOSPHATE �ERTILIZER, 18-46-0 AT THE RAT� OF 8 Ibs. PER 1000 s f, ; ��� �� ;��;, ""�, r�,�'����'..� � SHALL BE BROADGAST PRIOR TD SE�DING. ' ^���' �i;�;4�„ � 18 MULGH ALL 50WN AREAS WITH 2"-3" OP WEED FR�� STRAW T�4GKIFY STRAW MULGH ARE�45 WITH AN APPROVED ' ,'�, ��,� ORGANIG TAGKI�IER AT THE RA'T� OP 120 Ibs PER AGRE la ALL SEEDED AREAS WITH ,4 SLOPE O� 2.1 OR GREATER SHALL BE INSTALLED WITH ER0510N GONTRO� NETTING 20. AFTER SEEDING, RAKE OR DRAG SURFAGE O� SOIL LIGHTLY TO REINGORPORATE SEED INTO TOP I/8" OF SOIL. ����� �����y�,� 21. ALL NEWLY PLANTED TRE�S AND SHRUBS SHALL BE IRRIGATED WITH AN AUTOMATED DRIP SYSTEM. PPRENNIAL �����r�� ���»��� ����r����������� FLOWER BEDS SHALL BE IRRIGaTED WITH POP-UP SPRAY H�ADS. ZONE SUN AREAS AND SHADE AREAS SEPARATELY. 22. TEMPORARY IRRIGATION TO BE INSTf�LLED TO RE=ESTABLISH NATIVE VEGETATION � SEED MIXES ON OTHERWIS� �����T' ���'�'���'��'�������� NON-IRRIGATED AREA � � 23. LP�NDSGAP� GONTRP�GTOR SHALL SUBMIT ?� WRITTEN DOGUMENT REGARDING ITS POLIGY ON PLANT GUARANTEE t,,.�,�t� ��'� AND REPLAGEMENT TO THE OWN�R. EAGH GUP�R/�NTEE SHALL GOKFORM TO TH� MINIMUM STANDARD OP REPLAGING ALL M,4TERIAL INGLUDING LABOR, DU� TO 51GKNE55 OR DEATH OF P� PLANT POR A PERIOD OP ONE ����������'���� Y�AR POLLOWING THE PLANT'S INSTALLATION � ����,� �,����,����,����� , 24 LANDSGAPE GONTRAGTOR SHALL INSTALL AN IS" WID� RIV�R ROGK DRIP �DG� A�T ALL ROOF DRIP LIN�S LIN� �,�� ���,� �� ����.�,� RIVER ROGK WITH PILTER PABRIG. ��1�}#�t��l������ 9'��`� �3�'&i[�"� ��������� d'�'i �1�4�;k� ' ,�.,,i,�., .,x ..,._ �� �,,, � p , ,,, ��,� L..I�I�71�� ���. ��rrt�,�;��a,.��,,._����n_,��� ����a s 6�? 4�n�r..�,,,{,�ri��,� E� �l-,�I�r''�I�r7t',�',ty�3°r�7�� , lrl;��1�a_A(i�,� ���h.h_4#_�f�l��1-�'_7'"a ���� I � � ����� SYMBOL GtTY. 5ER1 E5 MOD�L LAMP 1/OLTAGE �I N I SH � -�- 5 SPJ SP.111-04 26 WATT 12V AG - � � �,. �__ _ , � M, , - G��"a`ro . � „ ,. s d , � � 1 � i��TH L I GHT p a� � ���{��� �� � � �,� � � - , I ����e.s,.���� _� � L6 �.Cd6�a+°� J ��`�.s r � .. � I `� NOT TO SGALE I � J�@./ �^ ��'r��� 5 � ' �. .,. ., _ - - �� :�. a W,',s�"'4 ",y'aS �.,c..e,._ � � A ` Y � . � � i � I I ( � ,__ � � . ,� � •_ - ARCHITECT � ` .� �_ = a s V , � , o a . a o t � _- � t c — = - _ o 'o 3Q'-�° F��� � � � � 30'•5�" � � � ,'�_ _ 10'-10" y 10,•1" ,, 12'-11" 2 ,__ _ N ;�.__ - --- .. . _�w__� r______. _ _ � 4i ' i -- —,-.�._..__��...._ _..�._.__-_..___"'_..'__ ' —_—._ _n_�.�.__.-,_°___'-.,___„-..-.- _ _-_' _ � t � � , � ! ; � � � ° � 8 � ! �t t i � � o0 ' � i � _ _ �. ..;:d,�'-�eo�e;.�, � ..... . ..� F"s`'�^+ a_._.___.�..-____._..e..__ __`____ . ... __ 1 -..,._ __- j r U ' t , �7 *�V �;� .��^ - - y i ! ��d .E._ /``�w. �'� `�y�� ; �� �� ��`" � � � $ � i }` n "`• s,y�y � � ` R r. , F � xd I� ;�33„ t"'"^"�� 1' ✓�'��f'Y1°�� �� � s O � � �r �a f ' > ��+ .3���� .�i'.�s�� ♦ f A m f ' y�'� yi.- � ��� �+'S tl�'VR�i�'F`�4>'�' �� :+.� 0.. 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' , , � 20-2-- � � , :� � �v �� i , �:, 5- a�- , „ ��"/ , „ r„ � �° ' ; • - 1 q.1- 3 _.___�,� --� -�- ry �� �, , ; � `a -`�/ _ 2 __ _ �-�-�_ ' ' 4'� • r_�_.__� �_��_ � ._.� 7 - ��9 _� s' 2`� _I-�= �.�---;� �� ,. - ` ., ���;- _ _ ____________�...� 2 2 � _ 3 5 ______._.__;__ #_' E�� 107 MECHANICAL CONCRETE — ~ ( \ � ¢ �' — a e r _ L 1d 5 •.i;_-_ _ , ��+_ _. � 'A� '� , �--�________,_�_ � � FC�°�'��6.-y.--'�, `3=-�' 'u , i ����yf����=�'� � � � 108 POWDER CERAMIC TILE i � 'r�^� (� `t k� ��L � r � � e , �t�v,�'�i'�✓I'j�'f f, � , rE.,,�" = I , f '— , �.. C,;AIv � ������_� 'X, b� i 108 �-`'—�. �' � � i ,,F ,��`� ° ' •' �' ��a�}� � i 109 BEDROOM 3 CARPET � s - , `_ � ` , " y-.'`-`_.-`_ ,- �, � � i �� ;��'° �Qi �� �—`�.'J i i � �� ` ''�} . . , ; = r�.�u�. 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(/�` , �.._ 113 BATH C RAM C � S ixi ...J i � s.e 1 � �...,�.,. j '�-2�-�'���y�f� 'e.al1~'V•'� � ; �� ;, '�, � ! ,�,�i ' ,�'�'� ° �:��..,..,.v.�a�.��._:.�.+:,�,.,Hy,�., .,.�_�� 4 ._ w _ � ,. �.� _ _ , ';��;��.:,_ i.��.� ,, k # 114 CLOSET 4 CARPET * .� e.,;„ .t � � o r;`-T -�"� - ` _ - _ __ _�.._.._ _.._____ _ °_ � .,yt �-, E ; � � � , ° ,rf� , "f,, , ,.,...�..._,, t: �.t� __. ____ .. _ _�_______.�.i---- � ; 115 PATIO STONE �; ` �; �` � CLOSE�' �: � � � ' .�' , i :�'- � � � :��—�.-��- ___ _:- ��,,;�.. �' ' � ' � r , . , , 1 i 116 WINE ROOM CERAMIC TILE 3 ° ��.� �' �v�'� � ; � �? . ';£� ; �`� 11��...° � � , .,� � 13'-1(}4" , , � � ' � ��" ? � .�_€!� �k,��' � `� � p ',.�,.,,, -� _ _.�__.______ _i __ _ __- ____ f,' ,__ �_.�._.� �_.__;'I`4_ _ _ _ 117 AV ROOM CONCRETE I S S U E S j � � • ' �� � ;, �-�---� �� s ..�..,r -�-� � � ; E C; g !�;rr, 118 MECH CRAWL SPACE CONCRETE No DESCRIPTTON D , .� ,! � �� � 1�'� � � , , � �-�-�. F � � , + � � �ae.°.�.� � � � y 23 ?�S _' X ! � , j � � � � t < ,___ �{� ` l � � �, ` "'�� A DRB Conceptual 0'� I � ; ; ' � ( ?� lca1 ! �j'✓cx (p� ^ � � _ _� __-�__,... _ . , �.-.',i i� "; s : � � � r „ �.._, .� ,�._� ,__ ,, _ _._ _ �_,� ti _. . � Y.--- ; `� �X 1� .3l��O B DRB Submittal 0 , _ � :.�� � , ; - — — _ _ , � , � L � � � € �� a =� ; ' C DRB Revisions � ,� sy� � � , � � � ( � � 3� ' ' 4 z �� ' 90 X � , b �'�;�_���_ _--- � .� � t } j i� � �' ; ' , � �x t� �� � _- D Building Permit 0 . ; � ,_ r . , ►_ � _-- _________; ���, � ,�� ; . ; � �(�0��%C� � �_ , F ,s ��� �� E Owner Revisions 09. ---� j � �_.. -- � ��� ��'��_-- _ � � ; � 1 � � y , � '°` . � r- r � ` � I� /�� , p I��1����086 F Proposed GRFA Increa 1 1 f ^ , _ .,. . 1 f�i � �3 R•," ^, " i 1 � ��'�i'#�.�� ° ,_ �, ; f�f_ ,'1 �3 - , t �t�2 �, 4 � ���y _, . � � �.s.a�� �_' P, � � �.d.._... � .` � 3 '�y--� �."��.s��� +_T ,�y-� � � � „ G RCP 1 20 ' ���.� � �.._ i ' ` � � j 9.�a�..�.�,...r,,..� � ` ' ,.e....,.�.�.� ¢: ' ` o� `-'J�(3 '� '�`�t����. H Owner Revisions 0 '� � � ` _ ', - � � ' s � ( � , �Vi��5t � .a._.. ___ -; —J 1 Q3 t _ �- �=�:,. � � 11� �.....�.�..�' � ._ , ' - ,- - - -- - , � _ ......,._ _. _, _ r- - �j �` R , _ Y_ __ __ 1 _.�_ � . I Window Revisions O1. 0 0 { �__--- � .._ -� - - - �--�_.__... - - -- - -- -�----�-------�___�_.._,..... ____-_`-_ °__..�_,.. . �_-___-_ i_�.�...._..______ � 1��k f� . J Elevabr Revision 01.30 0 `� , �i �� ��� , � , � � ; ;r K Owner Revisions 03 k � � � � � � ��_��� � � � , L GRFA Increase Subm' _ ,� �2�'�dn .�, _�_�»_ �2''1�` __.. _��._. � �� _�_a_� � '' �O@�'il O� �t�l� , , �� ; �• _ ._..____� � _ _ _ �� �, , , ; , ; � The � � ` �������� Ranallo __ --,�- - _ I -- _ ; _ � � �� $���r�� `=������ o� � � � � o� I � �44xt�.� � N • � N Residence � PATIO � - ,`�" ' k � � �Jr � Lot 6, Eleni Zneimer Su ' i � � 1701 F Buffehr Creek Road Vail,Colorado 81657 � ��� ������ __________________________________________ ���T�FF��RO�A V Lower Le � �-I �`��5t. ����; d o.� Floor . , �„ , �„ ������ c�� �� P I a n 15-22 �,_��,� 41,_6„ 30-� � � � � � 05-093 r� ` ��' �"""""^ PROJECE NO + D � DATE ` - August 7,2006 � � • � ���j � v L�Q�C DRA�BY ral I � I I u "T°�+e.4. . �2006 RAL Arch� ,I SCac.E �/4�_��0� st��z'ot A ■�� ° '�'p �s"�l 9� � __ . _ _ / , � I I I '� � r ^ .. � ARCHITECT � �, � .� ° - � � � — o � ao = = LL : � - � � — o �o s � a _ �, . N _� c'� _ �o - ao -- - o _- -o 0 ' o 0 ' _ °�° V � � - `o O -� - a W STRUCTURAL BoYle Engineering Contact.• Tim Boyle 143 E.Meadow Dnve Suite 390 • Vad,folorado 81657 970 416 2170 ��k .y��Y..�r�� ���d '9 � ~�< < ,� : a#� - LAHDSCAPE ��-, t� }, �,. ���}.� �r�� � 6���� 9�wa ���. SonesMac � , . Contact.•Jamie McCluskie BA�H � T�o�.�.� �.? � Post Office Box 115 `� `"� � Avon,Colorado 81620 2a� � � 2�;�....� � � 910 949 6490 , Y. _ .�s ., .., .._ . .r, . �a i__ � ��_ FLOOR FINISH SCHEDULE , -------- - -- - -- - -_ ______�_ _ _ _ _ _ - -- - -x - -- , � ,ti...._._a. � �.,�_.,-._ �......d. .. _�,�+�.Y .,.�..,,_^ S�', ..�.....,...._.......�.e�..�_._,��. _�_r.,... � O � � � , � ����_ �, �} t�� �""� € T + ; 4 _.�__�.��.,_ _��_ # ROOM FLOOR FINISH f _ � �_._--.�;�; � �� ; ; � ; � ° ; 201 LANDING 3/4" HARDWOOD � F �\ �,:- - -�-_..__�__..__ 0 , � ._ _ .�._. # ; �1 � „—s- , � , - , 202 STAIR HARDWOOD . , � � t J =°,' �� ,. ��..�, � �� i„ ` � � s �:. ~( 1Q f � -'�� �r ��° � � 4__�� , ,�, 4; � �� t � i i� �, ,� , �i ...t' � � i +�7 i �.i�T t � � � �r �n . �: r :�= _ _�i'z,�.. � i L r,�'�-_.- ,- { _ --_...��4��_' �___ ; 203 LAUNDRY CERAMIC TILE � \ , � ; � � ; �. � � _ _ � _ + , , . ; ' f �, 205 � ��; �A,;,�;���� ; � , 204 BEDROOM 2 CARPET � � � ' ;� 2��,�`` � � ? �-�°-�� ,� ; �-� ; 205 CLOSET 2 CARPET ' r ;__�,.�._�__ E..�°�! � �-�...._ i ' ! 4 '�C�� � " �-- � , (� 206 BATH 2 CERAMIC TILE � r � _;'t.,�I � � � i..���...0__ i ; , � F ; � � i ' � , � 3 ' � ` 2c�7 TOILET 2 CERAMIC TILE ` � , ; { � ,---, ' �3EDR�OM � � , ' � 'G� 4 ` F z� � OFEN TO�ELOV✓ �� r i ' � �� , � ; 1 � � i � ` ; � � � 2�� � ���� � � �� ��' _--___--� 7 Q sa �� r � { �v , N f � L � � � � t i 1 � , f _�_ __� � O i � , '9� ; ' 1 S S U E S E 1 _ _ �r---� � , s � ' f ZO3 ' . S ,i'�':� ��S�" >.�` /� p � NO DESCRIPTION DATE ' � � ' STP-i�1� y , 31„ , 1„ ,. � ; -� � � : � ' . , � � � � 2"�i�� j• `; _ _ ' - _ -- -- ' 202 ' ; , _; 2 ,� i� _.� �_ _�._ --- p , , � F ' ' . � � �� F n� , � "��,� .L. ' A DRB Conceplual 04 05 0 ` � , s � \ ' � " CLC)��¢ �� � r i�;s���..at�� � �� _._ � . - �� ti�� STAIR � -., . , rt� m_� ;_ ��! �, �� ;, B DRB Submittal 06.13.0 t'. rw,r��' � , , �- .y 's s _�..,. I 1 �_�.�f� } y 4 4 �� _,�r _- .__ __�- _ 321 , } Q > F s _ 7 � C DRB Revisions 06.29.0 s ' s � �gu__ . � > 's>.� ;,;�,2+ �� �; D Building Permit 07.12 0 - i ,' SD ��� „ �y � m J, _ �__ _� j t+{ E Owner Revisions 09.02.0 ! °O�—`'�_- � � ' � g� a �n__•__._.� - �-°--� __ , ;u:� c� ,� G 4 62 5 ;Y, s +i a ` FLOOR ELEV � � r �- f - r - t � ° � � € , € F Proposed GRFA Increa 11 02 0 , ; �=- - `�- - ' -�� G RCP 11.20 0 �,, i - - _ ` � ~��� . � �_a y � _._,..� �_.� ��: �,�+ H Owner Revisions Ol.l l 0 - . _--�_ _ _ i� R �� 1 � � � �� I Wmdow Revisions Ol 20 0 `s � ' T � 'G� J Elevator Revision O1 30 0 f � t�r_p�n � 3 (! U j :� Z 4 .�`` � - t--� � � #�� - � - � � � K Owner Revisions 03 13 0 � , , , ..� ... .. �- 4 , ��, , � i L GRFA Increase Submittal 08 07 0 I • j f � ` _ \ � ` i � k The ; _� .µ.�� _ ; � Ranallo -�: _-__ ____!� _ - _,. Y _____ _--- ------ `� ;�,. Residence i � � � � . rT __ _ y; Lot 6, Eleni Zneimer Subdivision � 1701 F BuFfehr Creek Road ° `: Vail,Colorado 81657 Mid level ��-�� ��,���� Floor ��S1GN RE1/IE1�! � ;�f� ��������RO��� �;��. P I a n v ,� �'! _ _ — � �M y , __--__ a��s $`�0- Q 6 °x4� _ �., -" - - -" - �,� PROJFLTN0. �__ _- - - ---- - - --- \J //�� � 05-093 fW�i'i/�1��.���.�..�l�J_-V__-._ DATE - August 7,2006 � � •� I I I DRA�1V BY ra� SGIIE ,/4°='�0° SHEET01' � QC 2006 RAL Archdeds,Inc r I I � I � ARCHITECT � �, - � � _ , N � 30'-81„ , ,� , „ , „ 30'-51„ _ o a 2 10-10 10-1 12-11 2 0. a m : � 2'-0' 3� 8'-11" 29 2'-0" s �� __ - a . _ ,; _ N ch �O W - O _ - 6GASFP .- --- o �, - o `o _ °D V° _ � FLOOR AREA - 2893sf r� r� � - � � GARAGE DEDUCTION - 60�sf �° �° � � � 33 3'-10�" 31 5,_5�� 5,_5° 4 � W VAULTED SPACE OVER 16' TALL - 124sf � � _ GRFA - 24.17sf N m �� N - � � STRUCTURAL BEDROOM 5 4 � CL SET 5 31� MASTER TOILET Boyle Engineering "'�' 311 3�6 Cantact.• Tim Boyle .....r - s , „ 27 5'-�„ 26 5,_61„ 25 , „ 24 3,.61„ 2-6 2 2 13-4 2 143 E.Meadow DrNe - �,�' Suite 390 r'!� 12 ABOVE �5�-1 4„ �� 3'-1�" EN OATS"N I '� 1 l,-�11 3�8 — —— —— — ��N Vai9101476 211057 304 3O2 _ q�CESSDOOR r -� FLOOR FINISH SCHEDULE 5�.a2° �., 2�� I 4,�„ I MASTER CLC�SET � � -, ° K' FI I H � , O � a ._ � � � � # Roonn FLOOR N s L A N D S C A P E � 71 5 , - -- -r�� 51„ I 310 y � - , „ ��.�° 2 M � r N S T A I (4) 7 �� 1',,. F CR EL �, � 2 M� � �„ �, 3 0 1 E N T R Y S T O NE � � 305 ! a 302 �� � � =,�,'�� '° , a 32 , 302 COATS STONE Q 74 +sb° ANDRAIL , a c� "' 3�2 �: ContacSonesM�luskie ^ FLOOR ELEV r�N = �� Kmg MASTER BATH 303 OMIT J 7 2° H,� �� M � , , TH 5 - - ` 311 3�5 ' , ��� 304 MUD ROOM STONE I I „ = Z � 3�7 � � "„ gE,e,T � Post Office Box 115 305 STAIR STONE A�on,Colorado 81620 30 +a2 , o o �2 O � — � � 910 949 6490 .Q I I WAU M 305 306 - - � r.;,� 306 GARAGE CONCRETE M _ _ ^,� ^�� _ � 307 STAIR STONE 3�'��� mN I� r HALLWAY "'N ^�N - r 308 STAIR STONE . 51�� L � - - - — � �' 32� S,_�4�� � �4�� -11" ' 10'-1" 309 5�' 3,_9�� 32° 6,_12° � 32� 2,- ' SD � 16'-1" + ' S2" A UZZITUB 309 HALLWAY STONE N 0 T E S , 2 � FLUSH WITH FLOOR - ' Q = +36"WA D ROO � OORDIN 6 � SD ' 3 1 0 B E D R O O M 5 C A R P E f Q _ O 09 � 311 CLOSET 5 CARPET _ N � �G r�N 04 NICHE rioN oo Ev r MASTER BEDROOM , -,� � W�T wNEt �� � �p 312 BATH 5 CERAMIC TILE 3 M I 5��+,,�T 313 ` � ` ° 313 MASTER BEDROOM CARPEf `� GARA SEPA ION � o = , ..,,f.^�. , - LL TY L � gEN � � � � BUFFET CHASE REF � 6 GAS FP K.� 314 MASTER CLOSET CARPET m _ � , 315 MASTER BATH CERAMIC TILE M DN STAIR +36" HANDRAIL �_91„ I 1, � � � � 316 MASTER TOILET CERAMIC TILE � 5)R� .2° ,� . 2 2'-p" 12'-0" I 2 f-`" 10-3 6,�32" 4,-�° 9'-1�" 317 GREAT ROOM 3/4 HARDWOOD _ . , �� n � �� I „ - 32� �,� 3_L� 51° � L 318 DINING ROOM 3/4" HARDWOOD + HAN IL O � _ ��/� Z 2 20 21 4 r� 65 5 �V�� ���a�V 319 KITCHEN CERAMIC TILE ~ � � FLOOP,ELEV ��� ��� _ O Q � � 320 OMIT � s S V E S a ❑ "� 321 STAIR HARDWOOD � e ��� � '1� 3 � 8 GAS F �j DINING ROOM '� _ _ 322 ELEVATOR PER MANUF. No DESCRIPTION DA� f�' � � 31 S � � � 323 DECK STONE A DRB Conceptual 04 05 0 ' 324 STAIR STONE g DRB Submitbal 0613 0 � ^ C DRB Revisions 06.29 0 �'� � I EN r --S�k-r�i9' G•tzw�r— :, � 6'-b" 8'-82" ELE R 319 I �F . C-k�y.huST F�T- D Building Permit 07 �2 0 ^ �4 g�� GREAT ROOM _ _ i E Owner Revisions 09 02.0 317 _J F Proposed GRFA Increa 11.02 0 I 10�01 I� �� 314 Lw J � � L �w G RCP >>.�o 0 H Owner Revisions Ol.l l 0 ��'���� 5�_�" , „ ��.���" I Window Revisions Ol.20.0 C�'� �� �� �''��� 2 10-0 2 � , 3'-5�� J Elevator Revision 01.30 0 �$ ^�N K Owner Revisions 03.13 0 �5 � L GRFA Increase Submittal 08 07 0 315 DECK GRILL The M Ranallo � � 316 323 b O 1`rY� Residence I GAS FIREPIT =. ��N Lot 6, Eleni Zneimer Subdivision � 1701 F Buffehr Creek Road '° Vail,Colorado 81657 U er Level O17 , 1�� , 1„ pp 3-62 3-112 Floor . � ►�� ������. P I a n , , 1„ , 1„ ��3��IfaIV R�I�� 15-22 6'-4" 12,_b° �,�6° 23,-0�� 16•62 13'-11" '� ,F�'�- �Tl���4�PPF�OV��, '_, . � k �^` I�— D� �e PROJ&GTNO �� ��; 05-093 ' b�il'I�o � �� DATE , r. 1� �'� August 7,2006 � � � I I I (y���.��°1=-`/\� . -- - - I DRA�IV BY • ro� SCALE ,/4�a,�0�� sHEEI'OF � CQ2006 RAL Archdects,Inc �'�p,/ I I I ■ � 1 � � 2�-0° ARCHITECT � �, GAS FP Q � - � � — CHIMNEY � � V r � O CRI KET � _ ° ° � /� _ � — 2,"Un = —_ � a �. a . � _- _ N _ � _ � 4 - " _ � N - � v o .. i o 0 - °D V � , � _ $ -o 0 COPPER GUTfERS � � � 2,_�„ � STRUCTURAL N � -_ ��� - "' � � _ Boyle Engineering --_- � Contact.• Tim Boyle -- _ i � � .. _ -_ - _ • o ^ N �- _ 143 E.Meadow Dnve --- Suite 390 - — �"� Vad,Colorado 81651 __� _ � _ - 910 476 2110 � -�_ - _ - - - � _ - __ _� - LAN DSCAPE . _- __ - _ _� � � �=_ - __ __ _ �_ _ -, _ ones ac __� __� _ - Contact.•Jamie McClu.rkie � N -- --- ` � Post Office Box 115 ' � --_ - - —�— , -4-- - _--� � RI K M Avon,Colorado 81620 ; --� CRI KET 910.949.6490 i —� _ - - — GAS FP 4 � - – CHIMNEY GAS FP `V -_ _ 4__ 4-_�== CHIMNEY -- -�-- _-�_ - 2,o„ N 0 T E S � ___'��- �_-__�___ _ __ , - - �- - , - �- �-__�_ _�- - �__ . W -- _�- t-�-- � –--� �-_-_ _-�— � GAS FP --��- � - -- CHIMNEY -- ' -r- �- � � - -�-- __-�--_ � � - -_�- - - _� � _� , _ � � 4 -}��-' - � i � � 0 � - o I S S U E S 2o QNO DESCRIPT70N DATE � W $���2 � BUILDING HEIGHT CALCULATIONS A DRB Conceptual 04.05.0 J B DRB Submittal O6 13 0 0 _ — Q � RIDGE ELEVATION - 92.7 RIDGE ELEVATION - 89.0 C DRB Revisions 06.29.0 � EA E EL VA ION - 78 2 `v 1 GRADE - 60.5 5 GRADE - 56.5 D Building Permit 07.12 0 ' �0 3:12 BUILDING HEIGHT - 32.2 BUILDING HEIGHT - 32 5 3 � � � ��6�� 1 � � E Owner Revisions 09.02.0 � �� F Proposed GRFA Increa 11.02.0 � ' ` COPPER GUTTERS � RIDGE ELEVATION - 91.0 RIDGE ELEVATION - 80 4 G RCP >> 20 0 W 2 GRADE - 58.5 6 GRADE - 47 5 w ', BUILDING HEIGHT - 32.5 BUILDING HEIGHT - 32.9 H Owner Revisions O1 11 0 ;w ' , I Window Revisions Ol 20 0 � � x J Elevator Revision O1 30 0 RIDGE ELEVATION - 86.8 RIDGE ELEVATION - 86 5 � 3 GRADE - 54.5 7 GRADE - 54.0 K Owner Revisions 03 13.0 BUILDING HEIGHT - 32.3 BUILDING HEIGHT - 32.5 L GRFA Increase Submitta108 07 0 COPPER GUTTERS • • , �= � ' ' The � COPPER GUTTERS RIDGE ELEVATION - 80.5 RIDGE ELEVATION - 82 4 Rq11qII0 �_ � 4. GRADE - 47.5 8 GRADE - 56.0 Residence BUILDING HEIGHT - 33.0 BUIIDING HEIGHT - 26.4 4 N Lot 6, Eleni Zneimer Subdivision �'O � 1701 F Buffehr Creek Road Vail,Colorado 81657 Roof �� �'���� P I a n . ������ ������ .y .;` ��i�F� �PP�O�i�� `-�� _ �` /� �� / � �,. � f r ' 1/� v6 � PROJEGTNO. ���a _ � _ I 05-093 + ' _ �� � � i DATE �'•5P'P'A���a - - - - August7,�� A 1 .4 I I i;'t'Yi I DRAIGN BY ral SCALE ,/4�_,�0�� SHEETOF � CQ2006 RAL Archilecrs,Inc i, i � � � . � � i • - ARCHITECT � � � � l - TOP OF WALL- DORMER ,� � TOP OF WALL `, B H � = a -� � V B c+ . � � � H 12 _ _ £ � a ,�{' _ - - = o •c - K � �... � a � E - __ FO B = _`-. _ N �i F 33 0 � � TOP OF WALL - DORMER ..-= - _ � - ^ � , - — — �•-�,--.- - 0 ;,, - _ E - - - � _' -o H _ t �. � - B - - ` m � o t'• _ = O E } - - B ' - � p - - � ° . .'�; �.; , _ _ � ; � - "' 11 = _ - , _ X � I , - t. -� :J • • . - 26 .;•.. =y- . • 32 �� - � � �1 � - .;: - . - , '" .` � -• " . _ _ � _ - - _ _ - _ " - _ - -' � -� I � � : - • i� � � • • ,y ' _ - O _ _ � d W �• i.t �• Y' �,�. t.. xn,• `t. y ' r • _ _ _ ' ' ..`f `i t , yS.� - ~�`' ,••Y1• •i'KS, -`• +S, •4 � / `\ _ _ — _ - _ " � • ' ,t. � 7' :• I� , ` . . • .. � 1 1 . \ .1 ,, • • . . / _ � J y � ~ _ _ M _ . i o / :` • M1✓ - •., o / :Y-'' ;, - \ GARAGE FLOOR 74.5 . ': . c _ r�-. . '- ; • � � O . 29 � - - 30 , - -- - - S T R U C T U R A L . . -• • "` : ' :' . i� / -� � �• \ _ _ d' - +• � 24 ;- '��- . �- - - :.,,. �- '�., ..�` • ' : � � - = i - _ - _ - _ — — r` � ` ' - , . '•tiY/,.>. `'_ • t=� / • '� '+t' a � \ � _ � _ ` P +; • 4 4, � •�5.). ,�i'�y ��.* yi ��,' \L� ' .� At•j•t+ ��/ � _ _ _ � 11 ` _ •i _ `. �•'` � �t: _� , ; � Y ` , _ _ - _ � ENTRY FLOOR - 71.5 : �'� �N •:� � � ��� ��> � , Bollle Engineering ��.A •� ,t + ♦ . • \ .• . ••`,• � +t / ! i �{• -.�. - - •�t • - . �. • Contact.• Tim Boyle - " � � �s� � �� �� � +� �� � � - � , �. - Front No th Elevation �' `, - - _ - - - - _ -� � _ � Scale: 1/4"- >'-0" 143 E Meadow DrNe MASTER FLOOR - 68.0 `V _ - -- -- -_ _ _ _ - - Swte 390 --- - - - - - - Vad,Calorado 81657 910 476 2170 EXTERIOR MATERIAL LEGEND LANDSCAPE . I I ' O 6TOFARN(E SEEftO�CK ." _ SonesMac OB SNAPPED STONE HEADER COfltaCt.'Jamie McCluskie - COLORADO BUFF OC SNAPPED STONE SILL/CAP Post Office Box 115 COLORADO BUFF Avon,Colorado 81620 970 949 6490 _ OD STUCCO , , BEIGE �� , - OE ECOSHAKE-SIMULATED SHAKES N 0 T E S ' -- CLASS A � . • ��S�O�1 FO STANDING SEAM COPPER ROOF - . Mar 27 2007 2:04PM 0� � �V�/�14 � p.5 , , C OG 2-PIECE WOOD FASCIA ' CEDAR, 2x8 ON 2x14 Submlttal Farma! �er Ftle Lceaqon:G:1Company,�IppalB�a152t44P1 bmp Bid ID d4302 FO � < , . _ i TO OF W L � � TOP OF WALL - ELEVATOf B H . OH 1 Ox14 WOOD OUTLOOK _ � � � i DOUGFIR �r ,``� •� � �� � .r� '� _ � I t • _ n i . •f i `` • E J� l Ox10 TIMBER COLUMN �, � � , DOUG-FIR . . � F � OK TIMBER BEAM AND KING POST O DOUG-FIR `O ' E �°�' P-7�� J ��P �1�� ' LO STONE LEGENDS RAILING � S S U E S �.� � _,• '• _ ..:'F�'lA/ptl.�'• ' . `.�.t,+ N - --=ti'j�_.i ' :'N: ��> �" i e• OM WOOD TRIM NO DESGRIPTION DATE :��.r,�a�� •j :. , r , __ ___ � H ;= , . ,_� �p � CEDAR- 3x10 HEAD,3x6 SILL K�ti�?�"�, �, _,Y,. ' � ;_. ,•`, :t, {� j }:. M. -�•=� ; , -`.j;�''<.,•'" / \ , , r - N OMIT A DRB Conceptual OQ 05 0 GARAGE FLOOR - 74 +�� •�.�. _ � i, �:' ' . :,� :�� . -';' .; . :.; :,: �: . . , : •:, . -: �•a . -- , '_ . O .5 ,ti,,,:�..,, ,i. . ,f ,. .'•,• . _ D , / \ �. B DRB Submittal 06.13.0 — ,r ' ••v• ' 'rt�r,'' �t_' ,i •r� . - •+) + i.•�7`• . .s O � � � .ti, � �✓�%1',• �r" / \ z �.�. • ' r♦ .� . M• t.' ' � • +��-• s, O � � r ,� '�s' ' a .. . � � .: _ . � O6 29 0 M' i n \ . � C DRB R is o s . . . -� ev �, . � . . •- w . . . - . . . - I .; "�, - . LAD D NDOWS . ALUMINUM C WOO W . �•' - O . . . . � . . � ,i. 20 =;r'•� � : . �•-� -- C .<• :••� . . � •; > � O . :; / \ ' `- � O - — — ��'' � ',,.. .: � . �;4 _ � j" �,. � r�' � � ' , POZZI- REDWOOD ,,,:, - `` , �;•�r / \ p -�•' .� :�. 's :-`- �,�"•-. � �� / `•. � 21 .` I • �.,'� - `', D Building Permit 0712 0 :,. _ �. �{N ' ;� ''- . / \ . .. �,� . . � . / - • •.. • . • . .�v ..• • . ' \ X&Z� � .� , . .. O . . ''. , 7�� `':,,k r� ,N .� �: - . .�. / � ., . . :'*. .�}: .`„ Q� . .�ti' •. . \ ; / ; ." � / . �y C OP ALUMINUM CURTAIN WALL SYSTEM .` ' �� _ . . ,-� � � •� �$� .,' . ^, �■ , \ / ,' � / , ��'', � POZZI- REDWOOD E Owner Revisions 09.02.0 �;n, `'� � / ' Q ,;, , - %� : \ / • ' -� , �t:'-,�,:. •, •', � / - '' F Proposed GRFA Increa 11.02.0 '•r+:. � ',�j . � " �•._ _ _ _• �\ /� ,<Y`,' _ M . . .ti ,'`_r� .�• - - - '°ti:, ,.. / �~ .,.:� ~ ` �'. ' ,• ., - . ;' � � ' � � • - - - ~ 4 �' � ` .�- i G RCP 11 20 0 :Pis��� ' ^ Fr, - •.: A�+.• � '.: '� •'r' � � „ N �Y���t�� � . � •{••� . • _ ' ' .,>�., r •y - - ' > '�.ti .,:,;=_ �,,-. " / \ , �.� _ � MASTER FLOOR 68.0 :��� �'�rf' � .� - H Owner Revisions Ol 11 0 v+;ti,.. � �;�;;L.�a; � � c,� _ � , , ' ' ( " _ _ _ _ I Window Revisions O1 20 0 MAIN FLOOR - 65.5 za " / \ - - _ - - � _ _ - _ ' ' _ _ -_ _ _ , ` _ _ z .. y ��� � =7 - - - - � �, ' - - _ - _ _ _ --��' �r`�'"4"`�', ���`" ' �;' � � J Elevabr Revision O1 30 0 ,�,___� ,. , _ _ - `,��� �.� �- - �`'� �'� �Z� 03.13 0 VERTICAL ' - _ _ _ _ ` _ • ` � _ _ ° _ - _ _ i m c . �`1 �,-��� j� _ �v�� K Owner Revisions _ _ ,� SECTION FRONT VIE�N � s � , . ' �l ��r���n �'J LJ`='��^�� i �� L GRFA Increase Submittal 08 07 0 �— � t7TTERW�D2 WJLlIGS , _ - `j - - `- _ - ^ ' � - - - - - - �`� I �� ���� MIDFLOOR - 625 , _ �' _ _ _ _ � D - — ° ' , :, ... . _ - ` `_ . � _ r ~ ' . _ _ � � �---�.-_�'__�—_�_�_-� The , . , . -�- ;i . . : . .. : ,. .. . - ,' ,.. ... _ - , - � - Ranallo ( . �+\�• ^•�f. ' . .,��p, .. • � , • + ! vd :' . • .j ` � � / L.. �._..,..ve�J�...�.. � - ��.�-�- _.,..Y.D — — LINE lTEM # 1 �N T ` ' `' - ,•R• �• ~.w.�1tf ��.� . .'t r` ,I.. _••f;f ��: y •a _ _ ' -- _ � _ HE PROPOSAL un�► id: �a��� �'• ''�f '`' - Residence pecificatlons: Submittal Data lnatr �';��. ,.* .,i�~.' , '' - 1 � / � _ - / � - uctlona � . _ _ " Unit Profite: �APPROVEDAS fS •. .. .+' _ - / \ � _ / \ - �� ����� � s NOTED '•~,+' ' � , _ � � _ ����I�a�l F��/��� ��n� Checker �0mpany:Aspen Compeny � EXCEPTp RESUgMIT i y��`-_ ' h_ �.S• -_ _ � � / �6 \ 1 _ / �] \ _ �;� ����� �������� Lot 6, E�eni Zneimer Su�ivision co�nac�;Patrick Ranatla � - • • - _ , - �= 1701 F Buffehr Creek Road uct �nup �tddreas:aao E No n a'a"��' ; '"' . `'`,', - � .� � \� ,� ,��`� �",4 Vail,Colorado 81657 R Ave Linear Faot: �^i + •.t - ., ` _ • , j - � , -- � ��� � Unit ID o Clty:Streamwood Color. ! BUFF � � ' ' . .,..' ,_ _ _ � \\ // ,• \\ // �����-� � �! State:IL Z1P:60107 ' .. - ••4• _ y ..i` T' _ � A j - _ "�:���.�1� - - �� - - --� � STbNE LEGENDS _ _ _ , , _ _ _ _ EXterlOr f �.rk r-^�.�Vr^� �,��7^— q� JJ1!t r � " .. ' ' p � _ _ � j LOWER FLOOR 52.0 • • / , i . � J '`J� "` ��� � � "y�" 3b1 Pteasant Dritne " Daltas,TX 73217 � - � B u i I d i n �d'`��;y� G��a°� '��,�`��1�1 •Voice:(214)39�-1198 •Fax:(2�14)39&l29S - - _ _ - _ '' - " - - � - _ �_ �± , Authorized AgenE 8 gnature � ` - - La',� "�?-�r�� L������3��"l r f)��;=�'r',�i.�,� VIi�OIIP WBI1 te At INIIIIAI.5C011N@�11f�f.COf11 � _ - _ - _ - - _ - _ _ ' • MEDIA FLOOR - 50.0 �. { � _ - _ - _ _ - _ - � — - rt��-�a a�.o� � � _ _ _ _ _ _ E evat�ons � ya�� � � . � � : ��J . _ _ _ . . , � ' ` ' �r r� •°p��, V�� _ -- _ _ _ _ _ _ _ _ _ _ ^ , �� ,a r, ,�k • t_:-�,:`„�,.`u. - � Rear Sout E evat�on P�°���° + ` . � � � 05-093 Scale• 1/4"= 1'-0" DA'E � �• � August 7,2006 ' — -— - — °— I I DRAIGN BY fO� SCAIE ,/4�—1�0� SHEEf'Ol � CQ2006 RALArchikcis,Inc � \ , � I I ��. . _ , � , TOP OF WALL � A R C H I T E C T _ , � � ,L'" ` ' � � Y-`.� _=° ; EXTERIOR MATERIAL LEGEND � ToP oF wA�� � �� _- N � O� s OA STONE VENEER `_ � - V 6" FARMERS ROCK t � ^ � O t F - = � _ OB SNAPPED STONE HEADER � -_ � � COLORADO BUFF TOP OF WALL COATS � - _ = 4 OC SNAPPED STONE SILL/CAP � °' - -T_ - � COLORADO BUFF "' ' HALL _ -- � • ••s O �D ST���� • .' ., ,� •' �� ' M, - �° BEIGE � �`� �,. • -,� BATH 5 � M � �- � o .. - '--' -� • `}y , DINING ROOM ' - � � OE ECOSHAKE-SIMULATED SHAKES _ �- •'�;� � , .. _ ENTRY FLOOR 71.5 x y CLASS A 4 '•~ " �'.. °:• ' `S � . 7 • y1_y ,4•���• � • __ _ •� FO STANDING SEAM COPPER ROOF • • • • " r ' , � � ,,: . a w •. , ,t�� L �1 • �1 yI .�. i •� • �; ��. • r � � .� ,• OG 2-PIECE WOOD FASCIA °' - : ' :-, � _ MASTER FLOOR 68.0 CEDAR,2x8 ON 2x14 - =_� . � `_ S T R U C T U R A L Q `'� - OH l Ox14 WOOD OUTLOOK M �-t: ,+ �.._ �i , � DOUG-FIR MAN FLOOR 65.5 � - �`� �y..•y - 4 JO l Ox10 TIMBER COLUMN 'O _ Boyle Engineering DOUG-FIR Cantact.• Tim Boyle ` i OK TIMBER BEAM AND KING POST �. 1 143 E Meadow Dnve DOUG-FIR Suite 390 LO STONE LEGENDS RAILING 910 476 2110 Vad,Colorado 81657 � . > I OM WOOD TRIM CEDAR- 3x10 HEAD,3x6 SILL L A N D S C A P E � oM�T � GAME ROOM � OO ALUMINUM CLAD WOOD WINDOWS � SonesMaC POZZI - REDWOOD _ � Contact.•Jamie McClu.rkie OP ALUMINUM CURTAIN WALL SYSTEM � Post Office Box 115 POZZI - REDWOOD - Avan,Colorado 81620 MAIN FLOOR - 52.0 -- � LOWER FLOOR - 52.0 — — 910 949 6490 Partial Side East Elevation N 0 T E S ' Scale. 1/4„= 1'-0„ ` C - C A i Y°1 \ r ♦ .� TOP OF WALL E I S S U E S • NO DESCBIPT70N DATE � � . �� . _.,,'4 ` , ',_"_ ° g ,, A DRB Conceptual 04.05 0 . • ," . . • . .- •� ' ,. - , `-: ' �,. - - E r� . . _' �. ;, -�� • - ' . , • B DRB Submittal O6 13 0 H 'ry , ' W.•,. •., . ;� ��� T_.,� t' ' , '4 � O / \ ' TOP OF WALL _ ��' � t C DRB Revisions 06290 ' -•- ry - ;. -� '.x_'�i;'ti•� .{_ - �`•,/'v+�-1�k`.'• ° O � �\ �, _ r . .~ • : . ,. . .L• • ._.,�. � ,. . . 0712 0 - '��-`.r�'�,-'- - � � MASTER BEDROOM Y� � ' 28 °° 'Y,� .� . � r. ..J : ,, � D Building Perm�t S �i� . �.�i . +j• •�+f ~'i O _ � . . . e . . . � I . .f • 4 � � ~��,' . .. \ / '` •� , \'• .. •f~ .♦ y ++• • S~^ s' . � • '� • . . :"a• " ' r,:3' � , ,j��? . .,t , . , 'f� �: , -.� ' E Owner Revisions 09 02.0 ,t ' . ~ � •� ?' ' ` '° {� ,r '• � ~i. ' + { • • s' . � �� ,�. .S: • - • A r . ��. i � . . .. J < ' ' _ . , ,( _-„ �- , �.�t , , � / ,� =_ ?. , , �, . 23 F Proposed GRFA Increa 11 02 0 ,: .. � , •', ,. � , , ,�. - , • , s _ `;` :Z { +} Q r " ,.' ?� ' .` '�`� .. . . .� ' ,: ;�, , r � ��� � • f � • � ,r, '. ��, • ;, G RCP 11 20 0 . ♦ :Yi � • :~{j r _��a � _ _y . � '/ � 6 � � � � CO •�i�. '� . . t r � � • L` ' �'•_� � . ,! 'L •- • •,�r., `t'� a� . . • 'i�- y ' ; . . . , . � �• •�• - . • . �. i � vr, •� � ,�. ••r ' . . .. , . .• r.+ � •1�� . . "K• . " 'r , _ ' ' ,,f• .•y:. � ' � , , }�,' ,' ; H Owner Revisions Ol 11 0 C + �M�,r� - [,"• . ' . t• •�f• . A � �° w ••+t .�},4 �t• tiF�t. ✓ • �•� '_r•'t {s~} �. � '-� ' ^� �=� I Window Revisions O1 20.0 - - - � ,:. . .,;' ., . . - ` � � j MASTER FLOOR- 68.0 :,� --, - � � ,, � '- - - - - - - " Q J Elevator Revision Ol 30 0 Q ' ` ��� � � ` MASTER FLOOR 68.0 ���'_, -_- -- _ -- `V - — M ` - K Owner Revisions 03 13 0 MAIN FLOOR - 65.5 � � � ` � � y , � � '� L GRFA Increase Submittal 08 07 0 — - ; � . � — - -- -- - .\ . � � . - - _ -_ - _ - - _ - The - / � i � i � _ - _ - _ - � Ranallo �, - - - - � � � � _ i - ' - Residence . B , _ , � - - - ~ ` ` ~ � j - - \ � � _ - < < Lot 6, Eleni Zneimer Subdivision '� ,/ �� OO � - BEDROOM 4 - - - � - 1701 F BuFfehr Creek Road _ . _ � . i � ` r ,� , � Vail Colorado 81657 �. � � / �4 \ =j . - _ - - � - \ / � _ - �� , , \� // � w " � z - ' ���+� �����-..�`� • � � _ - �� � � Exterior _ �,i � � t ., \ / �, ������ ��������\� _ . . _ � . _ -_ � �� ����� �������� �,, Bu i Id i n � � ` � j� { _ a.v6 �W� , g � t � � �_ , MAIN FLOOR - 52.0 � ' � ' � � ` i � Iy } - � < �Y b��o . � , , � - � Elevat�ons . � . . _ _ � � t • � - . � MAIN FLOOR- 52.0 - �`�R��° . . , ';,� _ , �. , . �. - - ---- �— . — �'� �� > � �� � - ' • _ \ ` - - � � , � \,_ _ � • • • �� �� � ` i � � P rt� I � E t EI toon Pa rtia l Side East Elevation pR��� 05-093 a a S d e a s e v a . . -, � - � � Sca le: 9/4"= 9'-0" / DATE 9 S c a l e: 1 4"= 1'-0" A u u s t 7,2 0 0 6 � �•� ( I I DRAIGNBY fO� �Q2006 RAL Arch�kcrs,Inc scAC.E �/4�_��O� sr�roF � i i i a - , C � I ARCHITECT EXTERIOR MATERIAL LEGEND ° � °° � � � .o OA STONE VENEER g - � °' � 6" FARMERS ROCK � . f � ' _ a � COATS : � OB SNAPPED STONE HEADER , , � , -�-` - � ,t COLORADO BUFF ' f ,� �� HALL �=t ', � a E OC SNAPPED STONE SILL/CAP ~ � ' ` / 3� \ A ,� s BATH 5 � = N COLORADO BUFF � O, . ---_- � � srucCO " � s t �� �� � DINING ROOM LL_ 2 0 , BEIGE . ` � _ - -° � o ° � o OE ECOSHAKE-SIMULATED SHAKES , C - _ - � °�r° u° CLASS A � � � ___�, • -_ $ � `a O STANDING SEAM COPPER ROOF MASTER FLOOR - 68A � _ _ - O -� . . � a w - ` 4 OG 2-PIECE WOOD FASCIA , � \ _ `Y' CEDAR,2X8 oN 2X14 . _ MAIN FLOOR - 65.5 H l Ox14 WOOD OUTLOOK � 0 _ _ - - _ STRUCTURA � DOUG-FIR � JO l Ox10 TIMBER COLUMN DOUG-FIR � BoYle Engineering OK TIMBER BEAM AND KING POST _ B COf1tClCl: Tim Boyle DOUG-FIR 143 E Meadow Dnve �L STONE LEGENDS RAiLING 4 Suite 390 Vad,Colorado 81657 GAME ROOM OM WOOD TRIM _ 910.476 2170 CEDAR- 3x10 HEAD,3x6 SILL _ � oMiT � .� � • _- LAHDSCAPE • OO ALUMINUM CLAD WOOD WINDOWS - POZZI - REDWOOD q SonesMac � LOWER FLOOR - 52.0 Contact.•Jamie McClu.rkie - OP ALUMINUM CURTAIN WALL SYSTEM - POZZI - REDWOOD Post Office Box 115 Avon,Colarodo 81620 910 949.6490 Partial Side West Elevation �cale: 1/4"= 1'-0" N 0 T E S � � � -�--, �-, i��-1 - � � � � �_� �!_��� _ _ �_i��_t''; � _�;�' E � _I I � Li - -�-�- , ,!!�--,-��-1-- � i � I TOP OF WALL_ _ ` \ E E . - � - � � � t . _ seQe�F . � �� — � < ' � I S S U E S h Q � ` t � � a NO DESCRIPTTON DATE z � t , O ,, / \ a � � / � O A DRB Conceptual 04 05 0 . � ` , // ` ~ \ � ' ' B DRB Submittal 06.13.0 . , _ � 13A , 136 � ` ` C DRB Revisions 06.29.0 GARAGE FLOOR - 74.5 ` ` ' � � � , � < � � — � . D Building Permit 07.12.0 ` i � � � ;, i , � ' , E Owner Revisions 09.02.0 ` � ' , _ , , � ` ~ ;, � F Proposed GRFA Increa 11 02 0 ^ ; �6 GARAGE FLOOR - 74.5 ` � �. � ` ° _ � RcP >>.20 0 BATH 2 BEDROOM 2 " ' ° . � _ � � � , H Owner Revisions 01.11 0 i � \ p � � < I Wmdow Revisions 01.20 0 MASTER FLOOR - 68.0 ' . �. _ — ' ` ` ,, � J Elevator Revision Ol.30 0 � � / \ / \ / \ / \ , � _ � � — — — — / \ / \ / \ / \ ` . K Owner Revisions 03.13 0 MAIN FLOOR - 65.5 ; � A ' �O i ` _ , / L GRFA Increase Submittal 08 07 0 � i `� / • - ' � - 08 - The � _ H 4 - ` - MID FLOOR - 62.5 - \ y \� t Ranallo �` 1 \ � � _ � i Residence _ B : 9 L , `� , ~ - �` i Lot 6, Eleni Zneimer Subdivision : , �. � MID FLOOR - 62.5 - _ 1701 F Buffehr Creek Road � � Vail,Colorado 81657 , , - . i � t � �' MEDIA ROOM - �� �����" � � 4 _ � !���'�� ����� Y Exterior � ;� ����� ������� �km,�. . . = ��� Buildin - _ .i � _o� ��� g LOWER FLOOR - 52A _ _ - LOWER FLOOR - 52.0 � - -- - � • . �����e � � E I eva t�o n s � � . MEDIA FLOOR - 50.0 _ _ I � • • • I • • � PBOJF.ClNO . Partial Side West Elevation Partial Side West Elevation DA� 05-093 - ' ' „_ , „ A� �s►�,zoob Scale: 1/4"= 9'-0" Scale• 1/4 — 1-0 9 A Z�3 I I I DRA�IYBY ra� SCAIE ,/4�_,�oo SHEET OF � i QQ 2006 RAL Archilecis,Inc � � D R SCHEDULE LOVV�ER FLOOR DOOR SCHEDULE L R I�OOR SCHEDULE MID FLOO� 40 UPPER F 00 F : # ROOM DOOR SIZE TYPE STYLE COMMENTS # ROOM DOOR SIZE NPE STYLE COMMENTS # ROOM DOOR SIZE TYPE STYLE COMMENTS 301 ENTRY 3'6" x 8'0" HINGED CUSTOM SEE WINDOW 33 201 ELEVATOR 3'0" x 8'0" HINGED NP INT COORDINATE WITH ELEV MANU . 101 MEDIA ROOM 3'0" x 8'0" HINGED TYP INT ' . 302 MUD ROOM 2'8" x 8'0" HINGED TYP INT GARAGE SEPARATION DOOR 202 BEDROOM 2 2'8" x 8'0" HINGED NP INT 102 ELEVATOR 3'0" x 8'0" HINGED TYP I�IT COORDINATE WITH ELEV MANU . � • 303 GARAGE 18'0" x 8'6" OHEAD OHEAD ARCHED - 8' SPRING POINT 203 CLOSET 2 PAIR 2'8" x 8'0" HINGED TYP INT 103 GAME ROOM PAIR 3'0" x 8'0" SLIDING FULL GLASS 304 COATS 2'4" x 8'0" HINGED TYP INT 204 BATH 2 2'6" x 8'0" HINGED TYP INT 104 MECHANICAL 3'0" x 8'0" HINGED TYP INT A R C H I T E C T 305 BATH 5 2'4" x 8'0" HINGED NP INT 205 BATH 2 2'4" x 8'0" HINGED NP INT 105 POWDER 2'4" x 8'0" HINGED TYP INT 306 BEDROOM 5 2'8" x 8'0" HINGED TYP INT 206 LAUNDRY 2'8" x 8'0" HINGED TYP INT 106 BEDROOM 3 2'8" x 8'0" HINGED TYP INT 307 BATH 5 2'4" x 8'0" HINGED TYP INT 107 CLOSET 3 PAIR 2'8" x 8'0" HINGED TYP INT �_ � ` � o 308 CLOSET 5 PAIR 2'0" x 8'0" HINGED TYP INT ; 108 BATH 3 2'4" x 8'0" HINGED TYP INT � � 309 MASTER BEDROOM 3'0" x 8'0" HINGED NP INT 1 0 9 B E D R O O M 4 2'8" x 8'0" HINGED TYP INT ° a 310 MASTER CLOSET 2'8" x 8'0" HINGED TYP INT 110 CLOSET 4 P A I R 2'4" x 8'0" H I N G E D T Y P I N T _� � � � : 311 MASTER BATH PAIR 2'0" x 8'0" HINGED TYP INT 111 BATH 4 PAIR 2'0" x 8'0" HINGED TYP INT s � 312 MASTER BATH 2'4" x 8'0" HINGED TYP INT 112 GAME ROOM (4) 3'0" x 8'0" SLIDING FULL GLASS � - � °' 313 OMIT 113 BEDROOM 3 PAIR 3'0" x 8'0" SLIDING FULL GLASS - F N 0 314 DINING ROOM PAIR 3'0" x 8'0" SLJDING FULL GLASS 114 WINE ROOM 2'8" x 8'0" HINGED FULL GLASS _ °0 115 LINEN 1'6" x 7'0" HINGED TYP INT .. ,� o 315 GREAT ROOM PAIR 3'0" x 8'0" SLIDING FULL GLASS - - _ 316 GREAT ROOM PAIR 3'0" x 8'0" SIJDING FULL GLAS� 116 AV ROOM 3'0" x 8'0" HINGED TYP INT - ° ° 00 V � 317 ELEVATOR 3'0" x 8'0" HINGED TYP INT COORD W/ELEV MANUF TYP � � � �,�_ ,_� O � 318 ELEVATOR 3'0" x 8'0" HINGED TYP INT GARAGE SEPARATION DOOR d W 319 OMIT � 2'-0" 3'-b° 2'-0" _ - _ �,.�„ b,�„ �.-0" S T R U C T U R A L �IN � 2,�„ 2,.�„ 2,_�„ 2,_��� 2,_�„ , 4 _ o '�`—,�'�`—�.F ,,. , '�,�'�`_�'�,� BoYle Engineering , � Q 33 ,�; � 34 � 37 � Contact.• Tim Boyle � - � � O � � 2� "� OMIT ' .I .I 143 E Meadow Dnve Suite 390 ' � 2-b �, Q � Vad,[olorado 81651 6-0 �—fi �� 910 476 2110 � 11� 2,-0„ 2,-0�, _ � 32 ` � LAH DSCAPE �� �� -� Q 301 � —� - � �,�, , � � ` i � � ^ �. = �;, _ � , � � �, �\ = - - SonesM�lu.rkie • b 29 �; 30 � Contac J _ o. _ � - � _ � 31 � � � � � � �� �� Q , Y Avon,Colorado 81620 �; �, b ENTRY FLOOR- 71.5 _ _ Post Office Box 115 = e � 910 949.6490 � 3,-0° � 3,-0�� � MASTER FLOOR - 68. MASTER FLOOR - 68.0 N 0 T E S _ 2'�'I`_ 3 ' 6'-0" ' " + � 26 � ` 3,-0„ 3,-0„ � 2,_6�, 2,-0„ 2,-0„ 2,-0„ � � ��`" '�'�` '�`��` �'� � � � � 2,_�„ � � � � � � � / \ ^` u,� � / b \� °` 2$ i � 12 � 13 � 24 �„ � ' v, � ° � O � b � � O � �; 25 b 27 � �� E-eRESS � = � �� � OMIT � � � � �O � i b b 12 b \�� ��/ b b b �\ b �� 3�.p° 3��p°� � s S V E s 3�-O�� 7 3�'O�� 3�-0n 3��n ' NO DESCRIPTTON DATE I 1 I � - 2'-0" MASTfR FLO R - 68.0 _ MASTER FLOOR - 68.0 A DRB Conceptual 04.05 0 i � � — � � - � � 2,9g" � �� 2,93„ B DRB Submittal O6 13 0 N r � �i �� 4 5-3 4 b b , �3A b �3B \ � � 4 C DRB Revisions O6 29 0 2'-4" 5,-0° 2,_4° �, i b � 14 � � °O � / / " - � / 8 12 E BOwne Revisi�ons 09 02 0 b � �? / � � / � . � / �o , �� b F Proposed GRFA Increa 11 02 0 � � Q 4-8 = � �5 3'-3" 3'-3" 3'-3" 3'-3" G RCP >> 20 0 i � GARAGE FLOOR - 7 5 ��' b / � H Owner Revisions Ol.l l 0 — / � � / 20 \ I Window Revisions O1 20 0 , u , n , n , n � / \ o• ,, � 2-4 5-� 2-4 _ / \ // '`\ � / J Elevai�r Revision Ol 30 0 � � � \ � / \ \ / Q � � �] \ �$ / �9 EGR � K Owner Revisions 03 13 0 � ° , `� � �6 � � / � � L GRFA Increase Submittal 08 07 0 � � OMIT � � ' N � � � � \ / '�= � � \� // � � � � � � M,ASTER FLOOR - 68.0 The � � � = 2'-4" 2'-4° — Ranallo i i � .� i � i 09 � � �p � � \ O$ � \ � � � � � � � � � � N � � � � Residence i � i � i � � � °� � � � � b `,\ b �� �� MAIN FLOOR - .5 — EGRESS � VERIFY DIMENSIONS WITH STRUCTURE VERIFY DIMENSIONS WITH STRUCTURE Lot 6, Eleni Zneimer Subdivision _ 6'-0" ' 6'-0" 6'-p" 1701 F Buffehr Creek Road MID FLOOR - 62.5 Q : � Vail,Colorado 81657 N '* _ � = „ J � �� f � � � Doo r a n � Ol / \ , / \ / \ Q O , � , � ' � Wi ndow , , O , , , , - . 02 03 i � � � k. OS � � pb � a � 07 � . OMIT OMIT �'- 04 OMIT � � Sc h ed u I es � � � � � i � � � , � b � / b \ � b � / \ / ,'' , � � � \� ,�GRESS \� ,�GRESS ^ - , PROJ&ClNO.. , -- - � 3,-0„ 3,-0„ 3,-0„ 3,-0„ 3,-0�, 3,�„ 05-093 ` , � �� "I DAT& � -� Augusr 7,2006 � �• � LOWER FLOOR - 52.0 _ LOWER FLOOR- 52.0 - I I - DRAIPNBY I ral O2���VCh110d3.�(1C sCA�F ,/a°=,��Q° SHf?ETOF � 1 r i ,,,,,,; i �. ..,,,,,,. . ,;,,,,.; - :;,;;� ,�..�� w2 �_ � -�; ._`� Wl ° _���\���\��;\ SEALANT AND BACKER ROD _ ��������� 3 �� �� � ���`�����`�� � ������`������ ������������. SNAPPED STONE SOLID COPPER FLASHING ����������� LINTEL A R C H I 1' E C T .,;��,;;��;;� ;�,,�,;,;;;� �\�\�\\\�\\�\ HEADER- REF STRUCTURAL � HEADER- R�STRUCTURAL �������`��� ���������� STEEL ANGLE- REF STRUCTURAL Q :�:��`������ 10 ����`���`�� COPPER FLASHING SEALANT AND BACKER ROD � °0 � —SEALANTAND BACKER ROD � �' � 'o � � a � �., . V � O � = a a WOOD TRIW, : � WOOD TRIM �� � t �', � o 'o � � a � � __ �, ci �°� , _ � �, -__ _ N , W? � � � , � � °' O — • —O f SEALANT AND BACKER ROD -- - \ � � I I ARCHITECT � � � � �� q � � � a � �"� � V � � a ._ o� o � � : s � .., � � 0 �� � ! a � : �s � �� = - � � � CNi � � � $°° o i "p =-_ �� d �__ � � O --_ � V , � � � �� - — `o , -� �� O -o STRUCTURAL Boyle Engineering Contact: Tim Boyle 143 E Meadow Drive Swte 390 Vad,Colorado 81657 910 4761170 LAN DSCAPE SonesMac Contact:,jamie McCluskie Post Office Box 115 Avon,Colorado 81620 970 949 6490 NOTES - ti .• a a ROOFING MATERIAL-SEE ROOF PLAN ICE AND WATERSHIELD ' ROOF SHEATHING-REF STRUCTURAL ROOF RAFTERS-REF STRUCTURAL ROOFING MATERIAL-SEE ROOF PLA � R-38 BATf INSULATION ICE AND WATERSHIELD MEMBRANE I S S U E S PLYWOOD SHEATHING NO DESCRIP770N DATE A DRB Conceptual 04 05 0 �p����1,�.C� FLASHING INSULATION BAFFLE B DRB Submittal 0613.0 u� �t�2�� 2x10 FASCIA C DRB Revisions O6 29.0 WOOD OUTRIGGERS REF STRUCTURAL D Building Permit 0712.0 2x FASCIA R-38 BATf INSULATION - � 1 x6 T&G SOFFIT The Ranallo ' BLOCKING Residence COPPER FLASHING WITH DRIP EDGE VA IES-SEE ROOF PLAN W��W2 lxb T&G SOFFIT Lot 6, Eleni Zneimer Subclivision 1701 F BuFfehr Creek Road ' W��W2 Vail,Colorado 81657 � MISC. � VARIES-SEE ROOF PLAN � Details � - r T i ca� Eave Deta i I T i ca I Ra ke Deta i I PROJEGTNQ r Scale.•1"= 1'0" Scale:1"= 1'0" 05-093 � °�� A 5.3 . ���Y,z,�005 i I I I DR.1 WNBY ra� SCALE SF/EETOF � tQ2005 RALArch�fecis,Inc As Noted � � All hel(cal plers to be manufactured by the P. B. Ghance Go. of Gentralla, Missouri. �OOT I NG ��I� SG�#�i�U1.� DATE: 07/14/05 All pters to be installed to a torque oi 4p00 foot-pounds. The pter assembly MARK SIZE i2EINFORGING �ILE: ranallo-sl ` shall consist of a GI�O-032 new construction bracket, an 55--5 I I/2" galvanized DRAU�I: RJB � � sq,uare shaft pler, and one GI50-ODOI 6" dfameter helix. AO 2'-O" x 2'-O" x 10" 3 #4 E.W. REVISED:10/04/05 s REVISED:10/2�/05 BO 2'-6" x 2'-6" x 10" 3 #5 E.W. �VISED: 12/OS/05 j OG 3'-O" x 3'-O" x i0" 4 #5 E.W. } OD 3'-6" x 3'-6" x 10" 5 #5 E.W EO 4'-O" x 4'-O" x 10" 6 #5 E.W O4'-6" x 4'-6" x 12" 7 #5 E.W. OG 5'-O" x 5'-O" x 12" 8 #5 E.W. OH 5'-6" x 5'-6" x 12" q #5 E.W �_ �� �_ „ � �� . K ���oo�R�G/�l`���^ 30 8y2 10 lOyB 10'-I" 4' 4'-I I" 4' 3O-�2 0 f ` ,•�� '���c�•m.o � '�� 14965 �� 21'-by2" q�_Z�� q�_�py2�� ,, �� 53�4�� ���, 3 �� . � �/�{. E •....• �� ''��, %ErAtE� � I'-6" . . . � � . � � PORT STONE VENEER ON q X� STEEL LEDGER ANGLE. STEP TOW= � ' T TO PIER WITH TOW 70'-8" � I � I6' I6" PIEi� W/ 4 #5 YERT. 2 �x4 EXP�4NSION I U d #3 TIES � 12" O.G. ON TS Ef�GH 51DE TOW= T.O. LEDGE I U 18 � P�D W/ 4 #4 DOWELS I �� ' 71'-3�" 67'-2" ' �� � �� T O. PIER= 72'-O" " 5 SLAB ON GRftDE ,� 8 T.O. PAD= 68'-O" H E ��� W/ #6�0 12" O.G. 4�� E _ �� �lX� OVIDE #4 �12" O.G. E.W. � � `� �. � �� � � � O IN TIE GRADE BE�M 4 � � � � I I TOF= TOF - � O N � � _,�. - 63'-2" G 63'-2" � mi � H � �6 � � � To I 5 i} � / STEP 4 STEP B � � � O cv � �� N 8" _ T O F T O� � � � -r0—Id� „ �� �, � _ � �, 5, 5, �, 5, � O � r H I 8 ��_3�� iy 8�� ��G '� o'9'�, � � � d� TOF= J " _ � �� '4 8�� 0 iv � 0 � � � 51 -7 4 I � _ �' � �p-'�,� � � � U i� � D J cv 4';q. �U } 6� � - TOW= - � 8 �� . '�t 73'-8" �►` ;�t � T.O. LEDGE �. .� � �` ,� �� 8�� I -' �� P '� -� „ F 6�'-2" � TOW= TO�= p�- STEP TOW= STEP STEP N 8 ��� � � 8 „ ��'ti Q)�'�U 71'-33/" 51'-7" Q�� TOW 60'-2" TOW I TOW I g�� g�� �, S�p � � T.O. LEDGE TOW= TOF= � I T O. LEDGE T.O. LEDGE �c�`� TOh1= TOF= 6?'-2" 70'-8" 51'-7" D ,J 67'-2" �'�r 70'-8" 51'-7�� �� �� 54� TOW= T.O. LEDGE STEP T.O. LEDGE ❑ . E � �3�-8�� 5" SL/�B ON GRADE 61'-8" TOW TOW- 70'-8" 4" � �11'-3�'4" TOW= .��N/��J2' Q.G. 51M. � TOW= �52-0�- STEP 67'-2" _ STEP ST�EP 73'-8" '_ t' cv T.O. LEDGE TOF ' t' G SIM. �� ��'�� � TO�= -�— TOF= 4 5" SLAS ON GRADE STEi' I 4a 7 TOW 4q-�l W/ #4 � 12 O.G. TOF � U . - I g�� 52'-O" 20'-II" 12'-Oy�{." 8�� � 52'-O" . �t �� � STEi' — � STEP TOW=� TO // � " � \ � � TOW�� TOW I� �� I � �� � 51 -4 y TOW 52 O 4q j ,� � FDUR HELIG/�L PIERS. TOW= TOF= q.�� � �� � �� T.O. LEDGE �4 IM. STEP r G F 52-O 46-8 G B I 61'-8" ,� TOW q.8 � � � �� TOW� r , � N I TOW= / , RFI2A�E,� ��� G 55'-O�� �, _ �� �� �� �� . . I � y 64'-6" , q�� �4�� . 84" / � OD \ �O O� I ( 4 �� = ,4�� 5�� � c(� G ,w 4 ,�9 (- � TGF= 4�8 STEP �j wP '� �' �� � \ \ N 5" SLAB ON �GRADE � �� 46_-6" J � TOW � I I - / � �� I O ( W/ #4 � 12 O.G. m � • • � 52'-O" TOF- ; L � , 49'-�i" i � �� — I' I' \ � � � D 4" _ , \\ � q. .� TOF= TOF � A � � �� � � TOW�� � %, ��, � ,,,� I � 4a 7 THREE HELIGAL PIERS. �� I '-b " 12'-3yg" (( 11 61 -8 � , � �-��� 8 `�1' � TEP TOW=�� 8 /� � ��� 1 . � �� TO O�� 4�� I � � OW 58 4 ; I-O � � � �� � I _ � STEP I I 4 _ I -7�/8 � TOW TOF= '�t � ( � - �, � 51'-O" 43'-10" I -��. � � „ � — �/' �'�' �=�.1 H ocF ��''R�-T ���n.c�.� �! � �. K 4q��� � TO" -�� G 14'-Oy4" 15'-�2" 12'-by4" � �p 51M. 57'- F I TOW= �I2-1�bp- 'lZ1 tzs�Tt ►�Cr TivS� . � � 51'-4" STEP TOW= I � r F.D 4 TOF 52'-O" d p I TOF � • IM. 5 WP TOW= STEP r � TOF= 4'8�� � � STEP STEP E 5'��11LT1N1�CL fc'7�{T. 'Ta �1�J r(- � al-�-1 STEP � 52'-O" TOW �48'-4" _ � TOW TOF � -i l�t-��-�V-C- �� ��� � TOW ■ r ��� �Q O - �� - N V _ - \ TOW= n 52'-8" TOF= 8" STEP TOW= � r TOW= 51'-6" � � TOW= STEP I 51'-6" �--�� 48'-4" K E TOW A 51'-4" � L 52'-O" A � � 51'-4" ?. TOW '� 4 / J � � � 4 STEP G 4 H 54 SIM. TOF S�� � � _ TOF � � � 'N TOF=�� � 4" FIBER REIN�ORGED TOF= � I I 46-6 SL�B ON GRf�DE � 42'-O" ( � � � � tr N o F TOW= m TOW= F - � � �� ��O'-8" w 50'-88 q. �i�� � � �� I 4�� O 4�� I ��UI ���� I � I �l ��� I � � ` STEP TOW= �Sl TOW= STEP TC2k�L _5J'- " q.�� 51'-3" TOW I/4 I O �-�— � �� _ � �� � STEP TOF= STEP 8�� TO�= TOW= STEP - - � I'-1�2" TOW �46'-6" TOF � � 51'-3" 42'-O" � 50'-�i" TOW � I'-IJ��� N�T�: � � I , . , I �- ,_ „ _ , �� � ELEYf�TION 100 O U.S.G.S. DATUM 8300.0 ALL EXTERIOR WALL FOOTING WIDTHS �RE SHOWN ON PL�N. � r 13'- 2" � tNDIGATES ?� STEP IN THE FOOTING. SUPPORT Bf�TTERED STONE ON 12" GMU LEDGER. SEE WALL SEGTIONS a O � E � GOMPAGT BAGKFILL TO 100�5 STANDARD PROGTOR DENSITY UNDER ENTRY PIERS � PADS. ■ INDIGATES HELIGAL PIER. TH15 FOUNDf�TION GONTAINS 23 PIERS. � � 6Yg�� 4 ALL HELIGAL PIERS TO BE INSTALLED TO 4,000 FOOT-POUNDS OF TORQUE. _ . 23�4�� 23/4„ s��r�uhe�w � 6�_4�� �,_6„ 3�_�4�� 33'-1�2° 3�_`�4�� -- � I , l?,� IS'-2y2�� 7'-10" 41'-6" �r �� DATE: 07/14/05 FI1.E: ranallo-s2 DRAUJN: RJB ` REVISEl�:10/O6/05 REvISED:12/14/05 . � 62' 6" y oi� ��P��.......F�' ,� ��.,��c�'�F��.�o . ^' :ti� ��: r ;� �49�'g m; � ., . ,s •r ��,�h-��•� . '" SION!►�.�'� � � � O"� S Sz S R' c +SZ �" B M T +� 55 55 BOT. TOP � _ � � G H D E � %4"x8" 'X' BRP�GE � 55 55 BOT. TOP (DETAIL J/55) V U O N � �� t1� Q � L � L � O � � 68'-O" � � N � � 0 � \ � �I � �6 � � N � I � �� X �� ���� I I �� � � � O � I/4" = I'-O" �,�t�� ��� �� � � 0 � � NOTE: � �o o�,y �m 0 _ � E�� INDIGATES RUN OF 4HG8 HOLLOW GORE PREGAST P�NELS WITH 30-5 STRAND PATTERN. W _ 10 x 22 T ��P'�� ��,P�'� � � V � 6� (PANEL SPAN DIREGTION 15 PERPENDIGULAR TO RUN) G G � � PROVIDE 2" REGULAR WEIGHT GONGRETE TOPPING OVER PANELS. e� G ��` p�� � 55 55 �INDIGATES TOP OF GONGRETE TOPPING ELE�/ATION. o '4 y o '9 _._ (xxx'-x") INDIGATES TOP OF STEEL BEAM ELEVP�TION. � c � I G � �o � . 55 ' . G � I o ,� �-� � . 0 _ ( ry� 55 � � L - T'_,-.'� 5� N I L � �� x X L x� L � 5 ��,� " HO LOW GORE AB 'S0-5' � 5� U � ,4' 6' � / � � �I'-6" L �� N.O � 68'-O" 68'-O" . . 12 5 x 26 . 5 /{ 55 �� • � x X o (67'-2 � PIT H TOPPING O D IN. 5 O R�RAME �� . � "` -�'-Oi ' � 68'-O�ME � � � YVA R�'ROOF MB NE 51 . S A I RS � K HI � y UND R TOPPING. . GH. • 55 $ OW I N H I H I N� �-}=� � B ' D F 55 SS ' S `.- p�+ 5 ' S5 55 s ' c_v . H HIGH • T } SIM. � �T• , � � BOT. TOP 12 x 65 OR W 4 x bl HIGH OPP�D) 7- " x IGH ( ROPP ) (67'-2" x ' �' �. ��, � 12 x �2 � (FL ) (65'-6") � � 2 � 14 LO LUSH) 6 '-6") �I �� �- S(DR ) � � �S L p�-I- _ �+�� �+h� � x GE G �+ + �+ +, , 55 L v (D 5) 5 56 -}- �+t � 8 E O - I , 55 '� � '�� �' T TOP �` F � 5 55 51 . A SIM. 22 %4"x8" 'X' BRAGE OT TOP �- SS 5 LOW q G 80T P �+p�+o • (DET�IL J/55) � ^e L 55 SIM. I B E SS L G F � �+ ( �I K 51 . �T. OP �� � 55 55 55 55 55 B G �+ • �� 55 �M' BOT. TOP SIM. BOT. TOP � � 5 S6 r TS TS T. TOP - � R'+ �+ c� �r • � , £ � 65� 6�� L � I x 45 O 5 55 5 55 � (73'-8") ( 7. MID. i' � SIM. O ( N D F H � I %"xb" X' RAGE � 55 55 55 (DETA L 55) BOT. TOP N � � �j � L I �+�a . G E D E B � D E I G Q �V� ,� r � � + 55 5 55 55 55 5 55 55 5 55 � �� 55 � �� • BpT. TO BOT. OP gpT. T P � BO . TOP 80T. TOP 12 �� � � S i 64- (D ED) + ( � ' B F ' +R. N �+ N - ' ! '� +R N �`+ B E �`+� �`+ . \J � 55 55 I + SS '� 55 � � /�� � � _ 55 �� 55 SS �� � '�t I � � � BOT. TOP 0. BOT. TOP � , t' '�t' /,� i . . � � _ //, � -. -. � � ,� � 65'-6" d'r�j� / i � � 65� 4��� � � � ; ... x.� � � � R� , L x L ,' S� �a"xb' 'X' BRAGE 55 K ` SS � 55 � � ^ �D T/�IL J/55) � 51M. � 51M. � 55 x �E , O -�2FR�ME , � � RO BO cv � 65'-6" c_v� � �� �j4��x6�� �X' BRAGE . -... ... U���� �� X �� ��� I " I I I �� ��� I � � � N N � (DET IL J/55) G F � �-{=�°` �+�°` N I �I N D E G F I/4 I -O � � �� _ � �� � 55 55 �. • p�-�- p�-� 55 �• , 55 55 55 55 55 � � 80T. TOP � T. TOP BOT. TOP uOT�: � �� 12 x 87 R W x 82 OR W I6 x 6 ����// � \ . ' ' ' 64-'�'r} ' '( ' C��' ' DT— ' � � � � �+I � �i� INDIGATES RUN OF 4HG8 HOLLOW GORE PREGAST PANELS WITH 30-5 STi?AND PATTERN. �— � �� Y l 12 x I + + TYPIGAL UNLE55 NOTED OTHERWISE (PANEL SPAN DIi2EGTION IS PERPENDIGULAR TO RUW '( -6'') (�L )� H �j�` �,j�` PROYIDE 2" TO 2�4" REGUL�R WEIGHT GONGRETE TOPPING OVER PANELS. 55 '� '� �INDIGATES TOP OF GONGRETE TOPPING ELEVATION. � P K L P (xxx'-x") INDIGATES TOP OF STEEL BEAM ELEVATION. 55 55 5� 55 51M. ` e��ru�R, � D E � 55 55 ' BOT. TOP �' � r \ / \ DAtE: 07/14/05 FILE: ranallo-s3 , DRAWN: RJB REVISEp:10/05/05 REYISEp:02/Oq/O6 ' REV I SED:02/13/O6 3- I 3/4 x II 7/8 LVL'S _ REV I SED:03/02/06 J P�NG E5(4 T OTA� o 0 0 3�� ���� o 0 0 3 - 2 x 12 3" 3" 0 0 0 �2�� �2�� -- - - - - - - - - - --- - - 4 2" 4 �" � �2 STAGGERED LAi' SPLIGE (�2�� (l'2" 2 GLUE WITH PL400 FULL • 4 - I 3/4 x II I/4 L�/L � IOd �A3'EO:EI?�HITWP.Y , p'��.y��c�• `� 3 o�aa R£���r �;,�,� F�.,��, FLUSH SENT HEADER .o �,a 3-�4"� M.B. �� 14863 �: EAGH MEMBER � � . s��NAL*EN� � — �[ � — � � fi� l � � ' O�N � � fi� i � � NO SGP�LE + , 3-2x10 �R � NO SGALE � � � . . �� � � .E-- �`\ —3..�/ I `/� /i� I � v U S6 I �ti�� ����' ( � �1.[� �+T I +,o T+,� ' � � L Q� , a� ( - - - � � o �0 / . 10 , x `�12 , I � 3 � � � / � � � � � � /� f� X � � � � � N ♦Q �✓ 56 6� '� �'� �0 I � I � �6 � � � � (S � �-b OI � � ��y+ � � � ca � � I � E � � �Q � � �� — � — • � �� I � 3-13i4x LVL — ^ � � � � U � � � � L '— I , . •m� � �� `� � I � � cn 0 � � �' '`���' �' ' �y� ��� +� � � U > 6� � ` x' cv • N x I � �,-}- �-�-� N N `� `� � -�- � \ \\'� R` — �j� /J�� X � X �' �'6 , ry I X �� •C� }z ' i . . I 2x12 2x12 x m � _ } `� "� 2 X 2xl + o + m �, � v �` b RFRA�ME v � L5U 10-2 ' I L55y210- J M NO TRUS E5 � cv �+5 . 'Y+ J � - ��'4 I I�ib L L � , , � � }.� � ,x + �,o „ x 12 2 x I „ � `� _ b , � �\ � r J 2x12.2x12 N • Q . 24 .G. � 4 O.G J -{-6 I I c� + J � � � � � _ �.rl ,�. ' �r + ��� I ❑ T '2 x 12 ( 2 x 12' � � ' �j'� I ° � / � � m `\ �`� �� cy �'�°' � • ' D ' .'P . \ \ \ x' X , � f� � 'L IS � � �Q I .a x I LVL `� M TISE I T K G T 2�' � '��. `�� ��, \��. � � � �C�' ���t\ /Z -I 4x13� LVL �2x1212x12'l: ' x TH - / 15 L G5 X `b � � � � FLUSH � I � � N 2X12 N. � � N' _ . � I= _ % �y ± =I � 3 j � l0 x I � I ' ��� \� m 3-I�i 13� L L5U3510-2 h LY cxv cxv �'� � V � � V �� x N \ � . \, � \ A 5 . ./s'Z � �' � 5 '� O 2 x � +6 �t N b� — \ ` 4 `�` -f-b XI `�+6 ' D �+6 F + ( . . - � Q , . \ x N ov IDE -2x4 E DE .'ti _ , m� N H 3.50 I. � . � � , � � _ � •o , �. � � x x �x I � E � W DE G REST RY�W OW � .�x I H U521 -3 � , I ( I + , +b I �tl I I �ll ��+ � �� RF E IGK xl2 I � ' x � W , � � ' . N � N ( b�� O. �+ EARI 3-I � � � W L � � +b I N F + I � � % y I \� . . �/ I � - X . � �J i Z �fY�`� �'aY� O � �'+ , N OPE �+ + -2x m <� , b ` ' O O � P�R NG YJA ' S U21 � ' �N � �I p (� � . 3 - 13/4 x q!� VL � (S OP 4 (SL T. ( ' I� �I O ' R�RA�M �+6 -2 I ' 2 12 ED W I H - 3/ " • �0 � . ._ _. 3/4 x I LY � I6" DI . x " G ib' O.G. �,'1�+ + �,rL+ ' 6 \ I � . �j �I �J MONO 55ES Z4"�D.G. A �\� � � ►1-� �ry+ �� O/I I 5 � 3 - I x I I/4 L L � WP 1.25 z HU 210- , HHU 10- i O RF E �� WP5 O/I1.25 �5 D T FJ � � T.F.) C� � � (SLO D � 5 E D) _ } J I � • �Q ( ��� SS + .� B �. /II 5 -. N -. � . . + + WPS. O/I I.88 X ��� I � ! � GO NE LLE 5 = v X = U '� 3-13/4 q� L L U I (SL D � E D) 3 a"� TH /�D D ' .�, tv ' � I , �' � �. . 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TYf'IGAL UNLE55 NOTED OTHERWISE � HANG RAFTERS FROM FLUSH BEAMS W/ LSSU210 HANGERS. . 2 ry�2 ry AILN , ry 6 ry 2 N 12 .N G�ORDIN�TE TRU55 HANGERS W/ STRUGTURAL ENGINEER DURING SHOP DRAWING REYIEW. � N (V N x N N N N Lq0� 2 �� 12 SUB�ASGIA � � 2 x�12 SUBFASGIP� � . 3 - I� x III� LYL (FLUSH) ; L90 Lq0 ����� i �� � � �" /�.B. m %" f�4.B. � 4' O.G. 4' O.G. ; BATTERFD ��� p`•B• � 1�ATE: D7/14/05 2 #5 GONT. - TOP 8 BOT STONE VENEER 4' O.G 2 5 GONT. �ILE: ranallo-s4 S�TTERED 24 TOP d BOT BP�TTERED OR4WN: TMB � STONE YENEEiZ 2 #5 GONT. STONE VENEER gp���D REvISED:10/04/05 24 STONE VENEER REYISED:12/05/05 24 #4 � 48" O.G. TOP � BOT • " 24 #4 � 48" O.G. 24 � " . • #4 � 24" O.G. �2 f�.B. � #4 � 48" O.G. 24 4' O.G. _ #4 � 24 O.G. i i i—i , 2" GONGRETE TOPPING I=I I I= ~ �� #4 � 12" O.G. HOLLOW GOi2E SLf�B i „ I I I=I 2" GONGRETE TOPPING #4 � 18" O.G. �" EXPANSION 2 GONGRETE TOPPING ,� �g. � , , , , HOLLOW GORE SLAB 4' O.G. HOLLOW GORE SLAB MATERIAL — �� �-� �-� �� 5�� 5L�4B W/ #4 � 12" O.G. F.W � #4 � 12" O.G. — — I/4" x 2" KOROL,hTH 2 #5 GONT � • • • I/4" x 2" KOROLATH GONT. • TOP � BOT I/4" x 2' KOROL�4TH � . -: , . GONT. �� �� GONT. �� �� L � •/' '° � ° � 12" GMU STONE LEDGE Q • 2�� 12 GMU STONE � �- 12 GNN STONE J� 4" 4" �' ; � �� 6�� ��� d • � 2�� �� 4„ 12" GMU STONE / LEDGE J 2„ 6�� 4„ LE GE �� N 6 j;� LEDGE 4 GRAVEL �' � N 2 #5 GONT. � #4 � 32" O.G. 0�4�J0o c�G/S f� TOP � BOT ��•••�. � � , � #8 � 12" O.G. / Z #5 � 16" O.G. #8 � 12" O.G. # " W c'�,�s �'.�� # „ , Q I ;� 14965 m: -� z 4 � 24 O.G. 24 �1u . o� 5 � 14 O.G. z � � JQ 5 � 14 O.G. '" / u,.� � #4 0 24" O.G. L #12 DUR-O-WALL � 'O : • .. #4 � 12" O.G. W � � � #5 � 14" O.G. W 6 � � I6" O.G. N # �� 3O � #4 � 32" O G. 24 2 #4 x 15" � 2 #4 x IS � S�OPJ A1.�-� I " ,� #4 � 32" O.G. 4 � 12 O.G. 3O #4 � 32" O.G. ' ' 18 I2`�' #4 � 32" O.G. L g !�" EXPANSION #4 � 12" O G. #4 � 12" O.G. L b #4 � 14" O G. L �" EXPAN510N � M�TERIAL 8 = 8 Ml�TERIAL , � 12 „ l� #12 DUR-O-W�LL � EXPf�NSION 2 #5 GONT. p 8 2 #4 x IS" � �� ��� 5�''�`B � I6" O.G. MATERIAL � #12 DUR-O-WALL � #4 � 12 O.G. E.W. # 5" SLAB 3 #5 GONT. �� 5�� SLAB ��b O.G.-�LL G150-032 • � � 16 O.G. W/ 4 � 12" O G. E.W. YV/ #4 � 12 O.G. E.W. �� � #4 � 32" O.G. #5 � 12" O.G. �4 � 32" O.G. BRAGKET 12�� � ' #4 � 32" O.G. • • �g 18 DRAIN - 5EE U � 18 ' � � - � • . `. �' ° : • • I�" 55-5 ' � � ` � � 8 `. ' �< , • � � , 8 Gl�LV/�NIZED 4" SOILS REPORT V b�� _ 8 „ � • - �I = ` �I' � 6" = SHAFT HELIG/�L � �� � 4 GRAVEL �� J O �� /' - 4 GRAVFL 4 GRAVELJ � � PIER WHERE GI50-0001 � � • - APPLIGABLE 8 � HELIX GI50-032 2 #5 GONT. 4„ �2„ �2„ GI50-032 �� �� BRAGKET BRP�GKET - � 2 #5 GONT. � I ' 12" DRAIN - SEE 8„ 8�� 2�_4�� DRAIN - 5EE 2 #5 GONT. 12 28" � � � I�" 55-5 DRAIN - 5EE 501L5 REPOi2T I.� 55-5 DRAIN - 5EE � Q � � � GALVANIZED 501L5 REPORT 501L5 REPORT GALVANIZED �- � � N SHA�T H�LIGAL 501L5 REPORT 5H?.FT HELIGAL � � � L PI�R WHFRE GI50-0001 PIER WHERE G150-0001 ���� I �� � � � � O � 8"� HELIX APPLIGABL� 8"� H E L I X � E O u � P�PPLIG�BLE NO SGALE � r �'c� 0 = � — � I ���� I � I�l � ���� I � I�l � � �' U } � ���� I � I� � ���� I �� � NO SGALE NO SGALE NO SGALE NO SGALE BATTERED STONE VENEER 2 #5 GONT. TOP � BOT All helical piers to be manufactured by the A. B Ghance Go. of Gentralia, MlsSOUrt. �II piers to be installed to a torc�ue of 4p00 foot-pounds. The pier assembly 5" SLA$ 24 shall consist of a GI50-032 new constructfon bracket, an 55-5 I I/2" galvanized YV/ #4 � 12" O.G E.W. Sc�uare shaft pter, and one G150-0001 8" dtameter hellx. #4 � �4" O.�24 i �� A.B. � . . s�T�w 2" GONGRETE TOPPING . HOLLOW GORE SL,4B � � , • �. 4' OG. �� . I #4 GONT. � • 4" GRAYEL 2 #� GONT POUR SLAB ' " TOP 8 BOT 2 �5 GONT. D�R y,�L� 18 I/4" x 2" KOROLA�TH • !��� p�,g, � • TOP � BOT y�/2#�4�� DoOWELS � z GONT. #5 � 14" O.G. 4 O.G. 2 �� , 12 GMU STONE 18 4" 4" J , ' �� �� �� 10 % ` BP.TTERED i' LEDGE A- STONE VENEER BnTTERED R TOP � BOT Ba��D #5 � 14" O.G. �� #4 � 24" O.G. W . 510NE VENEE STONE VENEER # 2 #4 x 15" � (W-IERE OGGURS) 5 � 14" O.G. Z I24 �� OVERFR�MING • �" EXPANSION Q #4 � 24" O.G. L MP�TERtAL � #8 � I6 O.G. #4 � 24" O.G. 5" SLAB w 6 YV/ #4 � 12" O.G. E.W. � • 2" GONGRETE TOPPING 2" GONGRETE TOPPING #4 � 18" O.G. #4 � 32" O.G. , y��� p�g � HOLLOW GORE SLAB 24 HOLLOW GORE SLAB 24 2 #5 GONT _ 4' O.G. . ' � #4 9 48" O.�24 „ . ' .. � O #4 � 48 O.�24 � " � #12 DUR-O-WALL G150-032 4 GR�4V�L „ BR�GKET �2�� � I6 O.G. 2 #5 GONT. I/4" x 2' KOi?OL?�TH I ' • TOP 8 BOT I/4" x 2' KOROL�TH 24 %' � I�" 55-5 � �� GONT. �� 12" GMU STONE GONT. " „ #4 � 14" O.G. L �/' #4 � 32" O.G. GALVANIZED `}�� �5 REPORT 12 GMU STONE • LE G� � � 12 GMU STONE 8 • • 18 SHA��T HELIGAL PIER WHERE 6�� , LEDGE 6 L P 2�� 8�� 6�� � � J 2�� ���� 4�� = 8 APi'LIGABLE 81��001 i ,; N / �/ � O � 1\ _ _ �� �5 � 12" O.G. � z z #8 � 16" O.G. • , z 2 #5 GONT. � / � a J Q 4�� 12�� 12�� �I � � ���� I � I � � #5 � 12" O.G. W „ Q- � 2 #4 x 15" � #5 � 14 O.G. �w �� #5 � II" D.G. '� w �ILS REPORT NO SGALE � � � � #4 � I6 O.G E.W. � #4 � I6" O.G. E.W. o FULL HEIGHT • � � I2`i" #4 � 32" O.G. #8 � 8" O.G. �� FULL HEIGHT #4 � 12" O.G. L � #4 � 8" O.G. 30 OF I6 WALL #4 � I6" O.G. 3O OF 16" W?�LL _ i �� 8 L #4 � 32" O G. L „ ���� I �� � FINISHED GRADE .� EXPftN510N � g M/�TERIAL �" EXPAN510N !�" EXP/�NSION 8 #4 � 32 O.G. 5" SL�B #12 DUR-O-WA�LL • • NO SGALE � � 16" O.G. MATERIAL #12 DUR-O-YVALL MATERIAL " W/ #4 � 12" O.G. E.W. 5" SLAB �� „ „ /" #12 DUR-O-WALL � #4 � 32" O.G. 1^V #4 � 12" O.G. E.W. 2„ // � I6 O.G. y.�/ #4 � 12" O.G E.W. 2 ' � I6" O G. 2'� BOULDERS TYPIGAL 18 i � � � , �� , � �—� � �_ � O � � • • j i #4 � 32 O.G #4 � 32" O.G. o 0 0 0 0 ��� > , 8 I18 • • % � �$ o000000 • d e �� , � `1 I i � ' e • ' • ' J , _ � . � Op�p�ppp 4" GRAVEL • O �� 0 l-8 O 8 � o0000000000000 � 4 GRAYEL � — „ • — o00000000000 � _ G I50-032 4 GRAVEL p I' GONT?�GT o 0 0 0 0 0 0 0 0 0 0 0 � � �� � �� i � B R A G K E T 4 1 2 - S U R F A G E M I N o 0 0 0 0 0 0 0 0 0° � 5 #5 G O N T. 48" I6" 12" 2 #5 G O N T. �0 0 0 0 0 0 0 0 0 0 0 2 #5 GONT. 4" I6" 28" 1%2" 5 5-5 D R A I N - S E E #5 � 8" O.G. DRAIN - 5EE °o°o°o° � GALVANIZED o 0000 000o FREE DRA�INING ' ' p O aa_u SOILS REPORT �ILS REPORT o 0 0 o FIRST I -O BEHIND � � 501L5 REPORT o �o�o�o�o�o�o� BOULDERS � SHA�T HELIGAL o°o°o°o°o°o°o° PIER WHERE G150-0001 60.0 0000000000000 APPLIGABLE 8"� HELIX _ _ MIN. L�YBAGK o00000000000 �- O O _ o°o°o°o°o°o � � � �o�o�o� � � — — — - _— o°o°o°o � , � 4"�D PVG DR�IN IN �-�-- � ���� I ��l � � �� I �1� � ���� I �1� � NO�: ,_ „ ,_ „ - ' NO SGA�LE No SG�LE I O x I O Wf�SHED ROGK � NO SGALE BOULDFR PLAGEMENT GRITIGAL TO � FILTER FA.BRIG-DRAIN TO DAYLIGHT � '� , PROPER PER�ORMANGE. ��// � � . �I% ! ���� �� � ���� � � � ��L � ' �� �� I � I �� 7 !�� � � NO 5G/�LE \ 3 ��� 4��� ���� -5/8" � l�325 A.B. ���� 4��� 4��� ���� = _ - 2 I/2"2 I/2" DATE: D�/14/05 < I_�"� A325 m m 2-�e"� A325 I I/2" I I/2" ��: �B I lo-s5 a REYISED: � � , � �„ - 4-5/8" � P�325 A.B. i�V15ED: ': r" 1NEB STIFFENER 24�� _( m I m 24 1_ _( � � � � N ' WIDE �L�4NGE BEftM 2��� � 3/4" B?.5E PLA.TE 2��� N + � N 3/4' 3/4' s1 � N 4 vz�� 4 v2° �L�N ��n,-rE ��� X 5��� x o�-a v2° 3�� � v�° i�L�N PLP�TE �g�� x 5��� X i�-o�� - I I/Z" i I I/2" ���� PL 3/4"x8x0'-8" �L�� PL I"xlOxO'-10"RT ?�/51M. i �R � x bf x I'-o" 4-�g�� � P�325 I .-�p RE6/sl TUSE STEEL GOLUMN TUBE STEEL GOLUMN TUBE STEEL GOLUMN , o�.••�,�c�•.��'� �......t . i �(6 3/4" NON-SHRINK GROUT TUBE STEEL GOLUMN ��:��,-� mo 0 �3/4" NON-SHRINK GROUT 3/4" NON-SHRINK GROUT �� :° 65 �: I FOUNDf�TION WALL 3/4 NON-SHRINK GROUT �� 149 �,� TUSE STEEL GOLUMN GONGRETE FOUNDATION �� , GONGRETE FOUNDATIOr! GONGRETE FOOTING ,�O � � WALL a , WALL � `• •' , ° a 4 � , � , ` S/0 N�L E. e a d � U p O ` Q v � ,O I I, � va � d a d ,a � �a � a I I � a 40 I I� , �a � a � � a � I �a d , �a a Q a d a a a d � � � a � Q ° n U a ° Q U a � � a a a a d ° � a ° ,� d ° o a Q a a d � � p a _] Q , Q a Q O � p a O a � �� �� I � � �����-ri o� �����-ri o� � s���.E 3.��=i�-o�� �L���TION �L���TION � — — � �� — �� �� � � � — ���� � � � � . �� � � ��� I � � NO SGALE � � �� I = � _ � i- �— �� � �� ��_ � �� SGALE 2"=1' O" � � � l� SGALE 2 =I -0 SGAL� 2 -I -O � � � PAIR 3x3x%4"11'S WIDE FL�4NGE � � N � � BEAMS � � � L c� 5 � EO � �Q � V4" � �1 N V � 3�� TUBE STEEL I/4" END PL?�TE Q�'{1 O •� � �� 3I/4" GOLUMNS 2" GONGRETE BEAM POGKET WIDE FLANGE BEAM � � u � � �/4" FL/�.T BARS TOPPING (SEE PLAt� WIDE FLANGE #4x16" � 48" O G BEAM ROWS 4 � I 3/4" I I/4" INTO GROUTED GELL ° a GONGRETE A325 BOLTS �L���cT I ON b�� � FNO�UNDATION �� �� c_ _— 3 I I/2 � —————— ��48'40.G 4" � � I(��I � �" NON-SHRINK � IJ IJ GROUT WIDE FLANGE HOLLOW GORE SLAB � �� �� GAP PLATE �" x bf x O'-q" s►�T�w BEAM GOPE �L/�NG� �� 2-�b �x5l� �"x2" KOROLATH 6 `� 4 � � EXPAN510N BOLTS 2-5/8" � A�325 STRIP GONT. WIDE �LANGE 3/16 �� ° %4x8x0'-8" FLAT BEAM o BARS TYP. • - � TUBE STEEL GOLUMN 0 � �b�� �6�� . � - I 3/4" I I/4" v S�GTION X � � �� � � � � � �� � � � �� �� � � � SGALE I"=I'-O' SGALE I"=1'-D" � � �� I � � SGALE 3/4"=I'-O' SGI�LE 3/4"=I'-O" �� �� I � � SGALE I"=I'-O" 3x3x%"11 WIDE FLANGE x BEAMS 55 I I/4" � 3�� TUBE STEEL GOLUMN 3" v�l' � ��4�� %4" END PLATE !" WE8 STIFFENER W IOxIS 68'-O" � � SEE DET?.IL Q 4 6" WIDE FLANG� FLOOR BEAM WIDE FLANGE BEAM �6„ 3 ROWS 3/4"� I 3/4" I I/4" b�� � �x4x0'-6" BEARING A325 BOLTS � 6�'-4" PLATE �L�V�T�O N � 6" T'OPP NG�� O _ 65'-6" �� �� � _ _ — � � � i W 10 x 22 W 12 x 26 4 I/2 4 I/2 , W 10 IS Y11DE FLANGE � ��2�� i � ��2�� O O O � ' � ,_ „ 64'-10" BEaM GOPE FLANGE � i PL /x8x0 8 � � BOTH SID�S G PE �LANGE #4x16" � 48" O.G. HOLLOW GORE � ' ' r SEE DETAIL E TS 5x5x% ' o I-�b" �. A325 � R � x bf x I'-O" SLAB '!n b 8-�b" � A325 %b"x2" KOROLATH � O SEE DETAIL M %4" WEB STIFFENERS EAGH SIDE %" YVEB ( STRIP GONT. 3x3x�/ ANGLES a a WI4x48 o STIFFENERS � W 10 x IS o W lOxlS WIDE FLANGE i b GONT. � 5EE DETAIL F ' ° i $�p`M WIDE FLANGE � , � � 5EE DETAIL M T5 4x4x%4 TUBE STEEL GOLUMN BEP`M � � �' SEE DETf�IL K i I 3/4" I I/4" (�� ' TS 5x5x/ � �'� , - � � Q � _ S�GTI ON X �� �� I � � l.t_ _...t � ; � � �� I � �� � � �� I � � — �I SGALE I"=I'-O" � O ��_ �_ �� ���� I � I � � � �� I � � � I SGI�L� I -I O ��_ �_ �� � � �� I � � ( � SGAL� I -I O � SGALE I�"=I'-O" SGALE �i'"=1'-O" �J SG�.LE I"=I'-O" 4 � � � 1-�— —..1 . � — � � � � � � � � � . � � , � � � � � DATE: O�/14/05 t FILE: ranallo-sb � DRAWN: TMB " REVISED:10/O6/OS .. 10 x 10 P05T REVISED: �� �"d� x 15" LAG •� GOUNTERSINK 4" I/4" KNIFE PLATE J � �"� x 15" LAG lOxl4 RIDGE BEAM - GOUNTER5INK 4" I I =_ __ m 6-�"� A307 M.B. —— — — THROUGH EAGH BEAM U 2-�"� ALLTHREAD � 10 x 14 SE�M %4" BENT PLATES — —�— — — — (3 TOTAL) / I I \ / I I \ 2-5/8" � x 4" 3/8" x 8" x 8" � ,�'4s _ _ BASE PLATE �� I� �� EXPl�N510N BOLTS Q� — —�— — I I � 5 � � 3���,4 I I 10 x 10 KING POST �� LVL RIDGE , TMP � " � ax4xh" ANGLE \,O:.M1C�.•���,` 1 � 12 �� � STONE LEDGER �-QPpo RE�'/Sl BEP�M d' � 2 ROWS !� � M.B. �� �� .,� '..•., �• f -�r � 24" O.G. W/ 2 - !� � x 4 c�°:.�y ���� � � 8 �� �� EXPAN510N BOLTS ;g 14965 �: ; 2 - 3/4 � x15 ,� m; 3" 5" 4 - I� x II%4 LVL TOE-LAGS EAGH 51DE � • �'4" GLUE W/ PL400 � � 10 x 10 P05T � . ` � '�� `�,'�� � ��lC, e�'< SEE PLAN ��`'� ��4�ys��O � FOR REIN�ORGING I I �� I I �- � � / 10 x 12 TRANSFER GIRDEi2 L MORTISE 10 x 14 TRANSFER �/ � GIRDER 4" INTO 10 x 10 P05T � SEE PLAN � U tl �"� x 15" LAG � �� GOUNTER5INK 3" '� � � �� �� � � � � � N � � ._ � N � N - - � � �� I � � � � � �4 .- � � 0 p �� �� I � � � � �� I � � �� �� I � � No SGALE ' c i U r SG?�LE I"=I'-O" SGALE I!�"=1'-O" � � `n � � SGALE I" = I'-O" �Q � � � � � 6? ` 4-!�"� M.B. � �� ST�GGERED LAP 6 SPLIGE. GLUE WITH �(e" + + PL400 �ULL SURFAGE 2" GONGRETE • �T�R' c — — TOPP NG � . — — _ _ ° � �l�' �r, �� _ 8 �\��`� �g \���`+ +//g� � • #4x16" � 48" O.G. , � r HOLLOW GORE D� < , * �b"x2" KOROLATH SLAB ' STi21P GONT. ; � 3x3xV4 ANGLES � GONT. W12x53 � � �� I � � �y � � �� ( � � N 5GP�1..E I"=I'-O" '�' SGALE I"=I'-O�� �t �� I ����� I ����� ���� I � I ��� I �I �� � This stru�ture has been destgned to meet the req,ufrements of the 2003 f�ll framing lumber to be #2 Doug-�ir or better. 3 ROWS 3/4"� � 1) Internatfonal Residential Gode with amendments as adopted by the Town of Vafl. A325 BOLTS �' A�II bx and reater tfmbers to be #I Dou Ftr or better. � (� All omfssfons or conflicts between various elements of the working drawings g g WIDE �LANGE �_A and/or spe�if(cations shall be brought to the attentlon of the Structural Eng(neer All Micro=lam's to be manufactured by Trus �olst MacMillan and conform to the �L48'40 G-411 3x3x%4"�t BEAM � before proceedtng wlth any work so fnvolved. The General Gontractor shall verify allowable stress req,u(rements for a I 3/4" I.SDF Micro=Lam LVL. b" � all dimen51on5 and conditions at the �ob stte and shall be responstble for the „ o means, methods, techniq,ues, Seq.uences and procedurea associated with thla All connection hardware to be by the 5impson Gompany. 6 I I/4" prolect. Furthermore, he ahall be responsible for coordtnation of all work and _ _ _ �f v r rt J��„ Y .. ' ' ° ` . �I 4 " ^ . , � 4`y` � � ` yh ' . ' ' � ' . ' t a�+r '�F � " ry 1 " ( ° 0. �i '•.i ' ` S � ka> � 1 a V t A�`' � . ` r r f f �Y ' - p T ' 'r ~- � ~ y. �A '- y M f ( [ + - � _ .� y � ' t + z ` ( � ^`,i .. , + � e `� y ^ � `' ` 'r `I ; ' y " J , � t' ,... „ r M1 Y � + M s � . e1 5 y , ' ` i y °� ' ± 'f • � -6 F r . ` + � s � � ry � , L r ; � � � �`�' � t r e " .. � r ` � ' x ! " . � ' (r: i i � � . a . � k/ ` ' .y � � ` � � ' 1 .. y, ° � ' � ,' � , ; f ' ' ` . - � . .+ .�.j�� + i F y4 � � ` v r� � _ ' _ ... 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ARC = ��4.7 Z7 � � , = 82421' � � O � � TANGENT = 59.60' � L 6 CHORD = 112.58'y �..� � � � � � _ � BRG = S65'12 02 W � W � � N �.516 A�C ES / / p �, � 1701 F BUFF ft CREEK RD. � -�a„� 42 a � � � .�' c,+ � �°�' 1 2 � w �� O � ` '�+ � _w3 / Q (1 Z � � I �� �2�0 � o / �� � � j � � � .. � � � � o � o � ,; / a �, � � � � M � W W , � � ,�o r / �c�`� _ - , ___ , _ �� E—+ ,� ,� •�. � � �� � ' / / —` �(/l; ; � — — / EnVe o� ` ^^ � � /a 5� 65' �L/ rT1 , � — N79'012 �1 - N - / � F-+ . _ Nd'. �� 0 � � �2 �1 � � o• LOT 5 N � �,�� , �• f�OTES: ,_ •� � �,P� O �GF, � 1) DATE OF TOPOGRAPHY: 3/11/2005 � P ��,'��'� P 2) NOTICE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY / � 2Q CEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, ,�P `� NAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS � � FROM THE DATE OF CERTIFICATION SHOWN HEREON. o � 2�k� ��P� j �O �� ��) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD $ J�j� �j G FLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, `�F,% �'�� • � QRDER No. V50006840, DATED FEBRUARY 1 1 , 2005. � � �� !-� ,��, ,p�� �`V 4) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. ,��. _`� o ��o �v ��) PER THE RECORD PLAT OF THE ELENI ZNEIMER SUBDIVISION, LOT 6 IS LIMITED TO A MAXIMUM GRFA � , / � OF 3800 SQ. FT. � ''� � / O � , � N o ' SURVEYOR S CERTIFICATE \ � I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE �'`� _ � _ _ _ CF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY _ � SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. Z _ -:���:��� - - '� g � Q W � ,±►�4.�6'"•������a��:�� O O � •00 CLEAN OUT � .���°' � � ���' VALVE (WATER) .,�;y- ��;�a r�.,� � r� �'�s��,��E�y O CURB STOP �0e��as � � � ELEC. METER/TRANS. E� PEDESTAL (ELECTRIC) GRAPHIC SCALE " "`� ° '� �""' kc, � � � �,� � u} PH PEDESTAL (PHONE) io o s to 2a ao �,4MUEL H. ECKE � ��` � � ��� ^ � FIRE HYDRANT ���� �'�� � �,� '„��,������� �,i�„� �, -�',-�y-, Q PEDESTAL (CATV) FOR�AND�ON BEHALF 00091 �� � � r» - Y ��r� ';:Y�r � ^—� QE MANHOLE (ELECTRIC) / tl� ����Q �m " ' �%'� �- CORE RANGE SURVEYING LLC °' � ���� � `� '` `+ � '';�'r-``� � � „ � � N yq � � �;s �/� �/'� oc�, � p� �Z�l��� �eL� � �4��ro�a\I ��f Jm 2;ej `\�� _ / " ! V fl ;:w''�° I ( IN FEET ) �`�"��.��`��� L�i�� •�'�� ������'`� L;���� �.4Js�,����� � r Q MANHOLE (SEWER) � ' 1 inch = 10 ft rYa �`' �r��yii,�'a��;�:�',i4' 0 �,�� — — — — — — DRIVEWAY/EDGE OF ASPHALT �����° ���� v�- --- __ m - � p — — ENVELOPE/SETBACK �-,r�,��,����J�� m p - �� PROPERTY LINE / "- � � � PROPERTY LINE (ADJOINING) � C� Q V O / -- -��°" � i f I -� - ���-�- 3 � �_ . �_ , n�� �, _ _ ._..-- -- — � _ � — �'� � � � �----`. ! LOT 2 A R � H 1 T E C T o --. �-- � �_' °° � w ''— --__ c c �' CONCREfE PAN '� (PER TOV STANDARDS) � PROPERN LINE S84055'44"W- 75.11' � � _� ACCE� N `o ROqpMAI ���A►YD -�, p oN. � . EXISTING MODULAR CO M��E���' ~ ��"' a � `o � BLOCK RETAINI " -�.� t � f� r�. d r 74.75 8273 5 B27�1 � � � � � 8276 0 72 70 -` 82ttK ❑39' ►► �� ' c� 74 --� �, ,_ N87 — ...... s261 �0 37 4V_ � 8.7d� `,' �° �.., _ ,o o ASPHALT ____ — � I � � � 1 -- � --• � „� cti °- o 82T17 0.E ELE ELEC EI.EG ElEC �. i �--— —�� — — — —� CAN CAN CAN `'� �+ d O 8278.1 �� / _ �, l � -� "'� ` � — 8260 5 � o �p � 'I' / - � I � -- -- —� _____ I �a � .+.,' � � v STORAGE / �p3-- I ' —� I 71.25 -- ` ��� 58 EXISTING MODULAR � ---� � `` '�— ...,, t ` $� g2�g�F i � 9'�C18'/ �-� 9'x18' � --- _ — 7 ' � BLOCKRET �.. � � "'�- � 825�5 � O � l� � . � � j � !.— �� � """ --- .•� �— � "~� •r, 4 a. w 827�0 ` � � � � / � � �D \ 8267 9 / 56 �' "'� `"`. -.�. ,.� ____,__ � �*�.. �' '"� �74I0 �� � 1 5 / \��'� 68 — f 82�9 I BOULDE AINING� J�. -----�" �- _,.,, ,.,. � � �` 8255 1 i W 70 0 I I I 72 - -� ~~ i � ____ - - — � WAL XCEEDING 4' � "�' �-�• ` STORAGE �,. � � � ^ � ,..,_, J i .7'O BE ENG ED �'� `` �— �t��g F 1 S T R U C T U R A L / '� % 54 BY STRUCI'U N NEER �_ ---""'"" �. � 68 0 _ � �_� _ �/ /8[�► 271.5 / � MO�TAR SE7 j � �` -- TW 66 0 / / ./�� /' 82 � ,�,�, ...., ,,,_ _, ,,.� � i , I— p � '�I I— p2 , —1 / ��ENT�I Y /STONE WALKWAY � �- — .-8�1. /� 5p p Boyle Engineering x18 � ( 9'x18 /C / / f -- —`— �-- — — — 52 66 � ,�82b�!�' / � / / MORTAR SET� / -- `� TW 59 5 � /� C011tclCt• Tim Boyle DRAIN TO � �,��?-�ARAGE I � FLAGS�ONE 5TEPS BW 54 5 /� .�,� � �' � � � �-fZfSERS�6"EA �-- � 143 E.Meadow DrNe DAYLIGHT � I I , f / / / �" � 11N 53 0 � / N84o22,� Suite 340 � Vad,Colorado 81657 6 / W 64� ( � I, � / / / / / --� / � 970 416 2170 � , �' � � / � / � � — — �— - � , LIMITS OF D15tURBANCE 62 � I � � / � / � � , / / , I_ ._�. TW 55 0 �, � � / � ` _ �/ =� LANDSCAPE / � BW 51.0 / / � / 50_ _____ .___ sew� s� sew� 8260 � / �8265 5�/ "�`- / , ' � �MAlly/ � 48 / � " ADD S�10 Cl1PS 52.0 / I � SonesMac " �58 �ROOFLINES ABOVE �ov,r�R i � � / o Contact.• amie McCluskie BOULDER / / "— 1``- � RETAINING WALL � � / 46 / , , � � �IYP.) 6 � � 51 5 / / / r ` Post ce Box 115 dvon,Colorado 81620 1 � �' ��� ' INGRO ND � / MORTAR E� I / � � ' O V`� � � � 910 949 6d90 E �. �4 APPR VED BUILDI SP� S�A PATiO NV PATIO 51. / � Q N �E ELOPE�21 sF � / BW 46 0/ / / OPQ�� } � 5125 =- _ NOTES G � � P POSED BUILDING / _ ---- -- i ST E VENEER � / / G��`� � 2 E VELOPE- j _ ----- RETAINING WA� G �� � �L� PIA7TED � / _.._ ..__ —...__._, j.,._ /W/PATIOf�BOVE ���i� �L '� ` � ,50 E� ING �� /5 25 �g 46 0 42 {� / / -� ' 40�Osf �� �"' FUTU�F EPIT � �/ �J.�� ..� = / / / /OQt�Q. � l.OT 5 8 � � �� r / � / � 1 BOULDER 46 ' MORT�FLAGST O , STEPS-2 6"EA / RETAINING WALL -� � (TMP� 44 i / 8240 � O W�, o issuEs , � , _ 42 �.� ,� NO DESCR1PT70N DATE 1 40 �. �' '/ A DRB Conceptual 04 05 0 g�P � '�� 0 B DRB Submittal 06.13.0 / � � �' '�1�� C DRB Revisions 06 29,0 / I � � ��� ���� �b� ��/" ��p- OO� D Building Permit 712 a � � � ��b E Owner Revisions 09.02 0 � '�' / ��� F Proposed GRFA Increas 11 02.0 / G�' / ,�c; P BUFFEHR CREEK ROAD ROW G RCP 11.20.0 H Owner Revisions 01.11 0 / 1 Wmdow Revisions 01.20 0 / J Elevator Revision O1 30 0 K Owner Revisions 03 13.0 / L GRFA Increase Submitta 08.07. M Envelope Revision 11.08 / The / Ranallo Residence Lot 6, Eleni Zneimer Subdivision 1701 F Buffehr Creek Road Vai{,Colorado 81657 Slfe _ ,�. ,�,.,,.---, �--; A�- - - � _, __ ._., „ a �: w°�� v ������ � , , _ . _ �, �� , � •_��a�° ��'�=��1� �1 y a z,�;�f` �.-: i:_ � z'�..�,.i"�, �J�L;,/'�o.l�'S'��69 _ _o� � Plan � , �!_ 1 S�>;�_ - -� � � ���� .. .�.��.ti���-�,..e.- PROJP.GTNO ' 05-093 D.47F_ � � • � November 8,2006 I I I DRAIP/NBY ral Qt 2006 RAL Archdeds,lnc S� 1"m 10' sxFr:'roF � _ – -- - _ /� � . ._.- ....s ,� � �„ �a . ..v-�. . - - ` i L�e� � ( ( I 1� — , LO } � � � � «�' J ��� � � °�� � � � 6H�. �� ;t � ��r ' i � �1�� ��? ° `.� � —^ — — — _ _ �, J -� � .�— — ._..� -� � — � � LOT2 0 ----=� � ARCHITECT — � _.._ ^o — � i � w _._. � � _ D4 `-- � v =� CONCREfE PAN PROPERTY UNE S84�55'44"W- 75.11� ACCESS �, ,° � � (PER TOV STANDARDSj gp ut� --� a� c� . 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ADD S�16 CLIPS 52 0 , S�te P I a n SonesMac ,58 ��ROOFLINES ABOVE LOWER / � C'OYltdCt• amae McClu.rkae BOUCDER � � / � / / '— �- � Scale: 1"= 10' J � � 46 � � RETAINING WALL � / / / � / PoSt Office Box 115 (rn'•1 6 , 51 5 / �' / / ` Avon,Coloradn 81610 � / � MORTAR Ef j � / / Q V`� ', � 910 949 6490 � INGROUND �,�;� �t4 � �• � �54 � I SPA �'`'�'"HT�� N� PATIO 51 25 • / / `�Q a ` / � / / BW 46 0/ . / / / O PQ ` NBI�t�DING ENVELOPE _ / � 5� 25 � � STptC1E VENEER / / ��L�� N 0 T E S o: 2 / / - __._ _ — — . _ . � ._ ._. � ..�� REfAiNING W / ����G � 6. � 25� � , � � _ �..�...._ . ._ _ / /W/PAT10�4 VE ��� � ' ' 25 � � (� � / . � ,�0 L . .J FIREPIT-S�/L 1 / � 46 0 //42 / J�� / i 'Cl .� �� — / / / /OQ�� � QQ. LOT 5 a .� / � � .— '' . BOULDER 46 MORT�FLAGST i STEPS-2 R 6"EA. / _ REfAINING WALL i / � I S S U E S � 1 (NP� 8�40 NO DESCRIP170N DATE � � 11N450 / BW 41.0 / A DRB Conceptual 04 05 0 �' ,/ i � 42 ---� '�'�. � - B DRB Su mitta 06.13 0 , 40 �. � ��� � C DRB Revisions 06.29.0 �gP /�'.i �s �, � O D Building Permit 07.12 0 � � � � �ac-�' `��1'��� f 4,,,��� E Owner Revisions 09 02.0 i '' ��`` ,p,� �p. � F Proposed GRFA Increa 11.02 0 � „� � �' � p,b�� SOLID MORTARED = G RCP 11.20 0 C� STONE WAII , '' / s�`�� FtAGSTONE ti H Owner Revisions Ol 11.0 � ,�5 PG� BUFFEHR CREEK ROAD ROW AS HEA SO RCE - I � I Window Revisions O1 20 0 / :, G T U t�. _ _ J Elevntor Revision 01.30 / + i K Owner Revisions 03.13 0 � L GRFA Increase Subm�ttal 08.07.0 C M Envelope Revision 11 08. / N Deck Chimney 11.15 0 � �v_ O Outdoor Firepit Revision Ol 2b.0 / - � The Ranallo � f` EXTERI�R 1VIATERIAL LEGEND Residence , �A STONE VENEER Lot 6, Eleni Zneimer Subdivision � 6" FARMERS ROCK 1701 F Buffehr Creek Road � Vail, Colorada 81657 �C SNAPPED STONE SILL/CAP COLORADO BUFF NOTE: All C4LOR5 AND MATERIALS TO MATCH HOUSE S I��i .� �.,�- ���,��;-�, �„�.-,_-� _ Plan � � r_u : �.��� i��a a�-��� ' �����'� � Fire Pit Desi n �—z,_t���,r, �i-� �d%�'� �l�,����'� t�� ��,'��;;��=��`� ��`J�,.`"U1'J '=��J/��� � ��_ � �� PROJF.CTNO ; SCale: 1/4 - 10 -- a�a�o-�______�, 05•093 ����E�,.oc=-�==.� �- DATA � � � � January 26,20(77 ` DRAt�NBY I I �-6..,��.�.�„µ,.__ �'' - -- -- .v.,.3 I ral sc.si.p As Noted sxst;roF � CQ2007 RAL Ard��tecis,lnc