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HomeMy WebLinkAboutVAIL AMOCO ---- - - m- -- .r �,, _ - - - , . E � . Segerberg Mayhew &Associates Architects P.C.-A.I.A. r1E GOR SEC 12, T5S, RS1W, 6th PM � _ MONUMENT NOT FOUND � 0 . ' / ARCHITECTURE, 1 � � PLANNING, INTERIORS � �� Main Office: Vail, CO � / � 1000 S Frontage Rd VV, #300 /-' � Va�i, CO 81657 / � ' Tel 970 476 4433 � '� Faac 970 476 4608 / � �: , ' , ��__, �; o Denver Office ��e,�� �9; 1617 Wazee Street, Suite C2 w , �,��'� , � Denver, CO 80202 ���� � � Tel 303 623 3355 O�� /� 18" CMP Fax 303 d23 2262 �� '�� � >�y�,: °`'� RQ}J�/ � .i�.,Y�.x" � mfo@smarchs com , O�-��t F j� � .�;,u��"�'� � � � ' wwtiv smarchs com 5 � �'"� NO PA � / `7w`= � � � -___,_.___----�� c��'�' SICsN ❑��/� / � �./�`l . _ �/ � ��--etc6 �`� � � TRUE POfNT OF � � �------ P� o w �E�p E� � � ae�irwn•� _ z _ � � gGPP� � �� � � TBA�K EN � ' ,/ - 18„ �P � _/r�� �� SE ��ac� : , �� �,��,��;, ' '�� � gU��� �' WALL � f . �s f,` �i�` •���' BOLLA �� I � z , �� M rz� `r 1��` .�.•�� Yy,-�'� ���� ��- -j� � j • / «i-y 4 � ?!�',� � � i . 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THE EAST LME TO SAID S�GTION 1�, A DISTANGE OF 634J'i FEET TO TH� TRU� POINT ' � � I � } FOR `•�7�lOW tC� ��t3�j}�'o 4^ / � / �`��`` \ � `�,, p 1 � . T ��`��:��%'",�;z{ ' PROPOSED SERVICE BAY � ii ���� � '' � . � i� � ` ' .,� \, � �, ! - I� �.-.. � �, ��..�;.�.. OF BEGINr11NGt THEtdCE 3�0'00 0� E. GON71t�WIT�tCs ALONG SAID EAST 3EGTION LIT�(E " ` ' � ' \' -�-3"�EI�tT ` \� � .,,,°s; •`••'�;`f;.;,' '-�- s � .Ti� NEUJ DRAfN W/ SANQ , , � °i , � _ )�r'�,L�,y!��i, \� / �j � � �j1 � � � �,,��-L,�-„ ;;z.�`�-;> t;a, � TO S�G71C�1 12,A DIST,dNGE OF 1�533 �T TO ,4 POINT ON THE NORTI-{ HIGN IUATER � , � � � � � :...�w' ,�t,�..�. .,��.^,-r�:,>, '! O I L SEPARArOR TO W r _ � _._--� .�, � � � '\ �9 / ..� "C;RE TtvA�1�1 .� �` � � �'"�;;-R.�;';�*'��<.,',•,.�,y;'c;3� t B,ATdIG OF CxO1�E GR�EKt TH�IGE CONTINUINCs ALONG SAID NIGI-1 WATER B,4NK TO , � ' .,��_ �� ��y. � --,� �. ;� Y �s 1 EXI871NG SAN. SEUJER � GORS CREEK THE N�M SEVEN l'T)COURSES= 9 � l i Y �rkT� "�:'� i1�Fr Ut i I � _SE7BA K _ � ;�; `'�` ���� � ! / � � � �� '� � . �-�� .yt���,1"�,}� *M '� `� 882 5536 W, 33la1 FEETt � � : � 1 ` %�� 8 � ( -,�: r., � � •Ar �xisTir� BaY , N N 1 ' '' F G�NT f IN� , Q , •, �{�, 1 � ��:, , r•-• a:�� ' L�C�END ��. `y � � i .� � ,, �n,.��;�;�,�.,. ..,. �s.,�k,- I � 1 � �'�� ;� ;� � � i / 'i� �7 \� � � , �� ^�,-•s,•,�, ,�,1,..a .,a, �a,� -, 85�'S4'38"W 2635 FEETt `�` ` � / ! � � °��1,f/' � nl��'atlw '?"�.' �T' I �� � % �� �/ ` � � ��f� � ��,.<;,,;r,'"',i=�*_,.�-�,->� n' ,+,"' � 882'39'IZ��W, 14�9 FEBTt r r� SANDST � c , � Y IPl z � � - ° 6 � � �� —f�� ��E �E � '���'Q . � �F��',c;r�^';� ,?"_j�k.:`: '1 10?� SIDE 86l'191� W�31b9 FEET3 —..—..—..—..— PROPERT L E � ' ' I �� \ �, �; t,� �,`� \ � (5PL,1T �1- ��IP� `�I � �� '�� �:�`:,;";:�� '�� BUILDING SE7BCK - — — —— — — —- � . "T � 352'35'44"W, 3832 F�ETs BUILDINCs SETBAGK LIAIE � � ' °o ` ; ,� � / � L � � t��"4�" "` "„'`"� � ' S71'15'm6"W, 3355 �ETt � ' � • ° ' � ` '� �.IMI'L`f�t- D(� CE FENCE ""'�� ✓"�-"" 882•51'll"W, 39.01 FEET SAID POIN7 BEINCs THE NORTN NIGH WATER BANK OF CsORE � 1 � ♦ . , � ���„�,�-� „ � . �� _� oN O�/ERI�EAD POWER LIHE RI � (rt( � ,i�' NOW L � 12 � �Jl-� '`� Tl RO - ,�_' GR�EK AND THE EA3T HIGN WATER BANK OF RED SAND3TONE CREEKt THENC� �eV 1S10riS: I LD: I ' ,4 i � 8��� IN TO EXUiSTt�NCs SANI�TARl' a-�= THE EA9T HICsH WATER BANK OF REO SANDSTON� GREEK THE FOLLOWITJCs LETTER RESPONSE v---a--�—o—b---� GUARD RAfL n � t-� I � c�g$' „/...-- FI1/H l5)GOUR3E8: I . I � e�a�, an�� , N2m'fd3'08"W, 13b9 �ESTt 2-28-�3 ss SANITARl' SEWER LINE � I I � �; GU P E `�e�A�/� — , 'P� VIDE NEW DECK ' rn ' � � � � so �- ----" �EUJ ADDITION 1`!m'1'42'49"W, 25:10 F�ETt �uT wATER LIH� � � I • � 8a , -�' ts'�2 / . N0m'18'56"W, 8659 F��Tt � I 90' ' NZ2'10'0�"W, 2796 �EET TO A POINT, SAID POINT BEINCs TNE SOUTN RIGi-IT-OF-WA7 - pQ WATER 1/ALvE I I 51 � APPROX MATF LOGA � _ ��!.-- � a g�,� .,�,' = - "� � LITdE TO SOIJTN FRONT�4GE ROADt THENGE N'13'24'16"E ALONG SAID RIGs�lT-OF-WAY I� : ; �j , � oeo •F'ROYIO� ER0910N� ' TO 501.ltu FRONTACsE ROAD, A DISTANGE OP 241.93 FEET TO TH� Tf�dJE POfNT OF � MONITOR UJELL . I ' , ro 1m0 Y AR �LOOD a( \ � �$e8' �e- ICONTRO�F�N� BEGINNING. Q R1EL MANHOLE UNPL1�TT�D � I I: ' ' z � (�IRM 80(d54 0(d2 / �g� , � . , s /�. SAID PaRCEL OF LAND GONTAINS 39/096 8Q.FT 10911 AGa OF LAND,MORP OR - I , � ` � _ _ � - � _----" -'��;+� � � � I LESS. � WOOD FENCE �i ; � �P>� SETBACIG�__ , i --"° ' � F� STAL . 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'/ �. _ , �. + !6 -0 NICsF�) / 5$2 � r � � j .�' / �' � � _. — �—" ,�i' �� �, � '� Date: 03/17/03 ����� EXISTING A3PEN TR�E 70 ; — — ,— � � �' �� R�MAIN / � � -��� G /. �� o � NEW ASP8P1 TR�E C2" �_ � _� - � ���� �''� � ��� ( � f�I � � ��I � � Project No: � GAL IPEt'v �� ` �-L _�� .�' � i �t � � � �t� � �� � I �fi� �� ,�1�1 �- �� L-1 SCAL�: 1/2�" = 1'-m" ,� h1ATIVE GRASBES WITI-4 �`� ��- � � � Pe��aLS _ ,�� '� Drawn by• JC,JEG • — _ � � NOtE: A1..L OTNER AREA3 � "' — , ,r- � --� � ` Checked by: I{s ( BEYOND ASPN,4LT ' � ' — . _ � , � PAVEMENT 18 TO REMAIN -' — , _ ,� NATIVE CsRASSEB —' � ��.-.��.1 FI�^ ��� '� 1 ,� ���'��„ Sheet: � �- � DESIGf� ��a����✓ ���4RD . . 1 oa�: �—1�t-0�3 — �C 2��� SMA � � !,-...�.--�----� ____�- --- ,� _ .,,..�.-.. _ --�-- _ _ _._. , _ � � iF . \ � `�`_` • • `` ' . ``\ � • ` ` • ` ' . � . Segerberg Nlayhew � ` ` �. . ` - � .�, � • . ` ' &Associates Architects � . P.C.-A.I.A. � � �•` • . . �` � - � - . � �+ � - . � ` � . . . � � � • . ` ARCHITECTURE, ... ` � � � • . PLANNING, INTERIORS , ` � . _ � • ..� �. ` � ' '� . . Main Office: Vail, CO � 1000 S Frontage Rd W, #300 � ` ' • ,� . . Va�l, CO 81657 � ` � . . Tel• 970 476 4433 ` ` ` . . Fa�c 970 476.4608 � � • . Denver Office �- - - - - - - - - � , y, � - - - - - - � — _, - - - - - - - - - - - - - - - - - - - - - - � . 1617 WazeeStreet, SuiteC2 �� �� �� � ` � � � , f Denver, CO 80202 � � ` � ' � . Tel. 303 623 3355 ;I � � ` i CzAS MEtER PANEL . � • . ` • Faac 303 b23 2262 � � • .,` • info@smarchs com . w�vw smarchs com V — � -- - � — �r �— ELEGtRIC EtER � N� ROOF �' �� . I � I PANEL 01/ERNANG � I � � I TO MATGH � . , � � tOILET � � EXISTINGs � • . _ � �` 1�'-8" 8'-0" � , . , \ � 61 I '-i "� 3'-0" 5'-10" NEW WINDO � ' -� � • AB01/E RE: , LINE �XIStINCs � I OFFIC� PROPERT1' LII� . , � MECNANIGAL/STORACsE ( ELEvATION @ REFER TO SItE � . , � � ` A PL�4N ON SI-IEET `� , _ � ap � � � INFORMAt ON E I � ^ � � � — � � _ y `� � � � � L1NE OF BUILDINCs H � 8" SE�'BACK REFER � � I I , . I I �' TO SITE� P�.AN ON � O � 1 , SNEE7 S OR � � _ MORE � ., � I NE DOOf� W/ � � INFORMATION O � � , �0 � WINI�OW � � � � i � � w O . i � � � � w I I � ` � � � � � PRGiPOSED GONC. ` � � � BLOGK CsARACxE BAY 0 � ( AD ItION � w W � _ J' . 1 _ _ _ _ _ _ _ J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _` _ _ _ _ _ __ _ _,_._ _.._ � M+�1 . i- —r- �XI TINCs WINDOUJ � F„�� � � ``� � � �pB TO REM N � �XIS NCs BL1i�D Cs NE WIt1DOUJS ' � � �� � EX►5'CINCx FLOOR wA�-� '�'BP� M � � DRAIN GONNEGTED � RE.ELEVATION ' � � � - t0 EXfStIl�lCs DRAIN - ' � � GASHIER < S1'STEM t gA�(D/OIL CsAR�-1CsE BA SLOFE DOU�I 3' �a p geaB 7A.�L� R _ � � � SNACKS SEPARA70R T . DRAI � � � �� � �� i4 E--+ � I _ 99� �� (SITE � �APPRO�1055'-0") 99 8 � � cv � � PROYiDE NEt11 � - N ' � S�F, FLOOR DR41N 70 � PF�OVIDE NEW I TA. SLAB GONNEGt TG� _ D GK ' � imm'-m" EXiSTINCs DRAIN � XIS71 Cx NE tED 0 E�.EvAT(ONS ' SYSTEM t SAND/OIL CONG. 5LAB ' I � � � AR�4TOR -�' — 0 � ' I I SLAB INNED t0 � NE ROOF OvERHANCs ' I 1 NEW F NDAtION � — — — — — — — — � � CsARACsE BAYS � FOR S PPORT ' - - - - - - - - - - - - - � I �2� I � � e i I � " � �, � � NEW OvERHEAD � ' Revisions: I ( � � DOOR ``� f � `': ( ' � � MA GH EX(S INCs < _ µ 1�1E STONE 0 ' � � ( � vE�IEER � - - - — � � � ' � � . � � I I � � I � I " � exisri�t� c,aNO�r � I r I 01/ER � EXIStINCs CsAS PUMP — — — — — — — — — — — — ISLANDS ��W �� � I OVERHANCx � NOTE: �E��R TO TO MATGH � � cJ���� ���''J�'� ��� 9" ��� ��� ��� 3�� 3�� - ---- EXISTINCs 3�� 1 `� �...�C,������''.�' 0� l'-8" 2'-�" 3'-0" 10'-0" ' 1m'-0" 2'-'I" 1'-9" 10'-0" 10'-5" 6,_m�� - - - - - - - - - ` - - - - - - - - - - - - - - I S�rB,4C�5. 38'-10" 22'-8�� 1 I � ` ' � 1 �� ��� �� �� 1 � A-1 SCALE: 1/4" _ }'-P.�" ` � � � ` _ Date: 03/17/03 I � � I � ` Project No: � ` Drawn b : DX JEG I � y ' I ( ` � ` Checked by: KS I ' I I � ` Sheet: 4 ` t � ' � � I � CU 2000 SMA , , � .�. � �� , r_ , � 2 � ' �, � � �.� MATGN - EXISTING 12 • � �Z MATCN �'� . .. . ,Q4 EXISTING _ • ' , ' � EXISTING - . .. . 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TrT��., � 1� A PARCEL OF LAND LOCATED IN THE NEt/4 NE1/4 OF SECTION 12, TOWNSHIP 5 � ��� o�� ';�t�;H�;' � "` � � ' � � Z \ • I � � �, ��� ,� \ , � t � ,� I 'r �- ,3 5 ��r�n� COUTHY RANGE 81 WEST OF THE 6th PRINCIPAL MERIDIAN, TOWN OF VAIL, EAGLE � o»�°° "'�: ' ` � � p I p \ , �� '� �p � ��. y ��-' Y' �Ur4 � � � � �f?�f�� �� OUNT , COLORADO, BEING MORE PARTICULARLY DESCRIBED AS � � N ° `f ` ' ,s O � y , oo \ -' ,- t FOLLOWS: o tl o �' ,�}��sa��"�;, ,. ' . � � ��-� 3 �' ' � '� OVEf?NAPJG � o c � ` � . O /t C � � � � ra ,������^ �� �, �I tn . I , p ��� �, � ; COMMENCING AT THE NE CORNER SAID SECTION 12; THENCE S00'00'00"E ALONG THE U �� �°� ';��-";�`'"��'' , yw ,;<< ,E v , j� , � r�l f�'rf-i^ c; o.. ,� r �. � _,� O � . � , < < '� . .. t O,'v'C ;LAR EAST LINE TO SAID SECTION 12, A DISTANCE OF 634.17 FEET TO TNE TRUE POINT OF � � ` �� o � "`'"#°���;�w,�S �" ",, ` � � ' o- , � i , (; f!%_� `,,1 � � _ .��--y. , s,'>+HF � � d � � � � i �Fyti vj 'lr� ` ` ``° \ '� �. - -- � '-` ' �v /-�/%�'�r THENCE S00'00'00 E CONTINUING ALONG SAID EAST SECTION LINE TO � �" ot 'a��s•�a ' Et�� = . I� p � � � S '� �, - �� / BEGINNING; ' � � � �' \ t �'�'< a�` '\?ar' A"a - , � SECTION 12, A DISTANCE OF 175.33 FEET TO A POINT ON THE NORTH HIGH WATER a o��+-��.� '�'"'���K'' ""r'�'' �+ � y I o� � �30 SETBACK �� •, �o ,� �� � , \ . . ' I ,� g N o ,,,,t���s��r' ,r , ��� �� 1 \ � � �. �J� BANK OF GORE CREEK; THENCE CONTINUING ALONG SAID HIGH WATER BANK TO GORE J L„o � c c� }�;'t�t ; ' ' � CENTEh'�INE OF � � �, � e� a 9�,,� i, �- ` FR M \ �,, ° '�� \ � ' � O , ' ' `Q _ - CREEK THE NEXT SEVEN (7) COURSES• ; D�� ,j it�, F k ,e , ,� � �T'��P t '� t�� �r, � � E ��� p� � ��r � ar. � ' � � '� I RED SAIVDSTON� CREEK'� ° � ` `� � � �- 0 - - 'o -f� Se2'S5'3s"w, 33 ot FEET• x..; PROPERTY LINE ' � ,�� \ � - � �� ` ?� n \ � 9 � \ ; 'Y[A�D- , ��" , r S57'S4 38"W, 26 35 FEET• � � a , • '° x, '_° � - — — — - BUtLDING SETB '�� � � t, ' � «�« o ,,���e,, >� ACK LIN � ( '�� � -=� � 09 FEET,� �v e° ��� :��1i�.r,� r�� k,.=;;�.. _ E , \ � � S82'39'17"W, 14 � � � �,� , �� Rl � \ � \ �� \ �- "'���- 10 0� S/D� c,�� d.. E�'. °;�:{'�'*'',� S'� ��t'',. � � S67'19'17"W 31.69 FEET• � o, "� °F ;; > .�,,� \ =- ----- � �+rs y. _ �'�`; �t p� , ;, � � ;� `' � ,���a = / ' - '6L;2D/NG s�' c,/C S52'35'44"W, 35.32 FEET; ao= ' '���"� ''' ,'} � oH OVERHEAD POWER LINE I 0' SIC�E � ° � E m `,: ,m Cn �E" FJ C \ _- --:�- - - .. � , GUARD RAIL � � ,• __ _ �Lt, ,�---T ,4 k � \\ , � ��-� _' ,i��� e,oa ' _ -�� , - � , '� : � � � � ,� -�--- � � �v o .xr;,;,;� � �� � -► �� � � �� S71'15'06"W, 33.55 FEET; .� � � ���« �'`�-����"� '�{'��pi';;; , (� .� "� �- • N � '`. � \ � �� �. �.� %�'l,� %� _ �-- /aj0� - -= " - / f � S82'S1'11"W, 39.07 FEET, SAID POINT BEING THE NORTH HIGH WATER BANK OF GORE � � o � o ; . �'�=�h'r f t�, ;��` � y I An, `� ��� �� �� �� �� �� � �� _ �o9e " _ ' ,,,�.-'� ,��� ��' CREEK AND TNE EAST HIGH WATER BANK OF RED SANDSTONE CREEK• THENCE ALONG E�` v o o� :i�y;;: „� ss SANITARY SEWER LINE � � o I` I ------------- ----- - " � - ; -, , , � � � � � �` '',fln�c� '`" _, , � __ �=' THE EAST HIGH WATER BANK OF RED SANDSTONE CREEK THE FOLLQWING FIVE (5� o , �w�m °��'N =j���';�t} }, '"`,�;.ii u I • \ � \\ \ � .' \ ' _ �__ - ' _ -i �_ � � i / COURSES: v a m � �4,� ,,, � i= � � � �at ,i,4„s`1 L.I �� � � V V `V �� ♦ � � / �'".p�'�i �'T WATER LINE . I � . `---- ------------- _ _ !_ -- - - , ---�'` _- N20'03'08"W, 13.69 FEET; !� �r a,o� ... .k',,',, � ,r, , • a � 808� \ \� \ \ `\ `�� ��\� — _..- � �'��9a1 ����'! " � � C O ' ';;i�y', N Yi: WATER VA *�� \ �� � . '�� ___ - " _ g��z , - -- i � �r o !� � � LVE , � ,, . � ` __--- J � - - � � -- N32'43'08"W, 29.25 FEET; o .. o �. ,��,�� ` r ' APPROX/ A TE L OCA T/O%,✓ OF` � � '� ���-- ----- ---� _ - �� ao �� _�- - , — �- N07•42'49"w, 25.70 FEET; `,;�',��: �`:�� 4",,4, . ' i}�F ,;,�`� `M,2 - , � ` � ` ` ' ----- -�- �__- _ a g_/"` ~ � i� � � N00'18'56�W, 86.59 FEET; r� . � MONITOR WELL 30 � 100' Y AR FLOOD PL�1/N � ��' -_- �� • �, �. - _ -- o UNPLA TTED . ° (F/RM 0 0054 002 C) ,-- � ��\.��\ - - -- --- ------ -�" /� � 8p8 . . � ' N22'10'07 W. 27 96 FEET TO A POINT SAID POINT BEING THE SOUTH RIGHT-OF-WAY ___ ' 't',#���''l, t� � \ ���`�3 �� LINE TO SOUTH FRONTAGE ROAD; THENCE N73 24 16"E ALONG SAID RIGHT-OF-WAY TO '�"��, , 4 `�' , OO FUEL MANHOLE � ��»� = !/ / I � ft{3��'rM1'� 'Alt � �'� \�� � ` ` -'�--�-f-'--+_�-` _, _ • ' SOUTH FRONTAGE ROAD, A DISTANCE OF 241,95 FEET TO THE TRUE POINT OF ° WOOD FENCE I %� � . _ -_ `---- _--____ __---� ,- . ' ' � 50� SETBACK � � - ---�"'� � `f - ' �� � BEGINNING ;,;�°'`� 'P, , � �� � zi' k . ,. ` �., f w I � � ��Y 4ti \./1 � 'i �� �_ �-T�- _ u��z o � SAID PARCEL OF LAND CONTAINS 39,696 SQ. FT. (0.911 AC) OF LAND, MORE OR LESS. � a ',��'�y�,' ' 0�E� TELEPHONE PEDESTAL (TPED) FROM CENTERL/NE • � '�� `�` � � . , _ , � ". — 5 � � 'R `� UTILITY POLE �W OF GORE CREEK �`R��2 / L _ � . , ;,•;� � � _ � .- � � � r���."�;� �x , � LIGHT POLE �� � �p 0' Rf_AR / L�F . � � � 1►�T� ,, � Z � , -� „� ;a;`�'!�i�` -'�� �, , � � / • ��p . \ L�U�L�iNr, SETBA�'k , / / i . . � , . � � 1 Ivv 1 G' �r '`< <F- � O v�,' �'y;� ',,, �,,', `r i � ELECTRIC MANHOLE y � �I � , �`���,� �'�^ �� eoso , , /�p� � �--� �_ Q,j BASIS OF BEARING BASED ON TOWN OF VAII GPS CONTROL NETWOFtK � ' � �' � jr�"';'� .`� ,�"'� � FIRE HYDRANT �QQ I � . EEK ��23� i ( , ' , W (O � _ �� i � �i i�,�r ;� �- � , � - _ '� ' ��RE CR I . BASIS OF ELEVATION: USGS CONTROL STAT10N "SPRADDLE" ELEV. = 8287.82' , U Z • Z ,';,',aP: � � ''`�' ' PINE TREE ' �p CA � � OF � � 7r � �� t ,,'# _ � O � O 'f 1��1't�y'M� �1y4t'i•� QQ�� �'�/ �. EDGE �F wA rER _ / . � ANUARY 23 F TOPOGRAPHY LIMITED DUE TO SNOW AND ICE CONDITIONS ON 00 ,'''�� � Hti, : �� OO ABOVE GROUND LEVEL � � �� - . , , 2003. ' � � � � , � ��, � � �� Q . � — � / • , . " O ' e 'fi ' UIVPLA TTED . � ' � � , � � � . � ',� � : � +�,' �,'��fz 2 � . t' C� n,e"������''�' �ti _ � (n � � �' i � V= l� Q ' ,�'��a �� �r' , . ' -' , • ' NE � • • - �O ~; � ,'r �r °�4 i�`,';5 51 ,>>»w 39.�� . • / NtER�� • • .� , w , J �, „� }y,� . $82 � E GEEEK , / ; � C] N °t ;p � • � • • �Mp,T E �R � �— j � , �y.°�f ' . �- ' ' ` � PPR�F ��R � ' ' � , , .� ' . � � y' � ,��rx � � . _ . A o �REEK . � � a.., Q w o , � �: ;��t��:F G�RE � , J �'. � ,�t ' � � ,�,��;�� "` �'.,;���� __ — . • ' '� Z i � ��;�e t��'^J� i :�, _ - -- / . . � ,Cnw{+4 N ~ � � � = 1 ' IfS'rT.�,,.uer . O � ' � � ���' r S;�,r<a�� � , , / ' � 3UR'VEYOR S CER'TIRCATE , � ; � �� _� , �r',� �' �' � I �w"`i5 Ir ,L. J�4Y�ye�y !tj' � t, „i' �^� ��; � '«'�',` _ . • � " ---- . , , � ' � � I, Duane Fehringer, a duly registered land surve r in the State of �'� � ; � ' � _ , ' ,� rI��i�� d�,� _;';! y • Yo '� ��; �,. ,^, }, � � � _ . , � Colorado, do hereby certify that �ht'�tirb�y�shown hereon wos " ' ` � ' .� ' �i' done by me or under my direc�,sup+ervision ar�d*the horizontal ond � DESICNED BY: ,{{��;a�*�'„ �`�� ".� � �, verticai measurements are cu�ate,.to,.the best f my knowledge ' . • , ` � , ,'"����� ° < ' r and belief. , ,` • � °' ' ' , � � � '� '< `'' Et�`� '��' ' �` DRAWN BY2 ,�t''r`i}�� .'xj `-' -` ' " RPS/TV ' �'� ' � v :�� /- Z q-�d,.: � � ' �:�t���:� ��.���. . _ ,,,�, �� �G ���L�) �z�+ ' < CHECI(ED BY: ''°��;;�"�,'`'� '�' a ,' '�;Y. DDF ,��y� ` ,��.�w�,,� � �,R���4�� ��i"� � : • . ,�a � " � DATE ISSUED: ' ,a ,,�12 � � 1�29�03 ',a���'�s,�,y#�Y ;;,,�;<<�, � ;�a' '�,�,!'�� NQTICE: Accordtng to Colorado law you must commence uane e r nger . . . . ��. ,�?,�,�° � �ny legol action based upon ony defect in this survey �i F� �, PRO�CT N0. �,;�`a,, w(thi.i three yeors after you flrst discover such defect In 0�--��2�S ��` ' ; �� ���'��C a'.�J;y. no even , may ony action based upon any defect in this ' � s��rvey b� commenced more than ten years from the SHEET NO. �'�' ` :.>�'i�. j� u e of certification shown hereon 1 oF 1, .� :y��,, u� � ,:�.. ��� ;�. _ _ �.�..._._...,,.��� _...____,_ _ .,..��_��,... �. --- - -__� .�_�.._. -- --- —- , �� ,�,,�.,.���.e ` � �__--.... �ir.�� o- � r ,M.�. �y�.,a----` �---� ,��tiK,r ...o�. �` er� ��, j�a 5 Fr; ,e�� ,.�:x ; .�'�� "b"�i �ty;lii,.� w� <'^ 'd�,���P��,;f i .�a i ,.e� d;�'�;,+�.' ,;� k-� ,, p � � „;,,�"'� ;iu; ����r .,N.w.�'s"� ;9����[�r�."w.;c�T��x,�"� x`r�, +#�li � �„z��° �e�.�s'".,�, .o�m, ,µ, ��'� <.�e+�s�A�.�ao,M.nr'>^ Sx'`rk:� '�;".�n,4' qF���r''' f f �� � � •- , � ; j ���,g�rb e�g Ma�hew ' � ,8�.Assoc�ates Architects , � � P.C.-A.I.A. NE COR SEC. 12, TSS, R81W, 6th PM , , , MONUMENT NOT FDUND � 0 � ' / ARCHITECT'URE, . �i / " � PLANNING, INTERIORS f - / � � Main Office• V�i�, CO ', � ' ,�000 S Fronta�_*e Rd�V, #300 Vail, CO 8I657 ° ° // ' Tel x17Q.476.4433 / � �•'� Fa�c. 970 476 4608 / . .� / � `�� � -�' __ /�1 Denver Office R.0.�.) � �!'�, �O: r �► ,�, ��� (����('� '�. IGl? Wazee Street, Su�te C2 � �� _._.__ ���q, Denver, CO 80202 A p � / 18" CMP � � 0 a� n O� � Tel• 303 623 3355 Ro l � s� TA�E I ��� {`�,Y ' / E��s-�� � � Fax. 303 623 2262 N FR�N � �,�,W;��=�y oH S�(�T , / � .��',�= - � � �j/ �5 !�}� info@smarchs com �;�_ >y�"" ��Y NO PAR C ' � � ���� � a �, � wwwsmarchs com � , � P�,.s��.:, SIGN p r�EO- � �0� � � �- _�-- � � $/ s�. 6/ - , , �. ,,,�--------�-s�`5• i � x � TRUE POINT OF ,/ AREA a l � N �,�� � k �� BEGINNING ' . -� SeAPE m � , / � �8" CMP �qNp �, K . �' � =�° I �O'�0�,l J I"�'2 � tC'dl � o G� �' ��,.t�d`�;t��"�, � .�•�� �� BOLLARD v � � � - � � . J,;.�,���,� -�- - � �N , ��--�; .`�� �T� �� �,-� ;j 3 3�y � , � ;: , � PROPERTY LINE TABLE � ` FOUND AR ' •�� � j �` � �1' - � ` � �/ � , s_. ,— I I LINE LENGTH , BEARING (s ITNESS CORNE � � »E o�.•�'�� � , � �54l� � :;`��1" ���' m,o � ' $ �fp O u �3 ss Nzo•o3 os.w 3•24 6 ..�' ';t,�_,� � io� �=�,'�- `� I ( � w � � � NO PARKING (�I 7 .i' -� < ' a3�'' , �,, �� � � � O �� L2 33 55' S71'15�06�W �-ii� SIGN �p •�� � �� �� � GREAS� F, 0 L3 35.32' S52'35 44 W � eN ��� � � " \ T�'"` . '�� t < � z �� -� GAS PUMP TRAP �'`�� z� � TRA C T C � L4 31 69' S67'19�17"W '„�.r- ,_r.�'� � : ,s �x /SLAND (TYP J `� j � � � �� L5 14 09� ss2•3s�i�•w \____glo� _�---- �� � � ��� ' ' - . I/,4/L I/ILLAGE F/LING N0. 2 ' �6 26 35' S57'S4'38"W �..,-�' �-�`�~ t �H ��� AM lGN ��� ti, *` , �--� `; ��5� � � � � ^ �7 33 01� ss2•ss3s•w � /�`�-91°�' oa, � �,,,z. .� �.—� f ', � ' ;`��, �. �; ;` GRAPHIC SCALE O a � , �8 29 25 N32'43'08"W / g1 0. N `� � ` �� � �", � ` �'4 ���,` , '� �� � L9 % 8 , ��"� � \ � �� 3.5 BO AR � ,.--� �� � ` 20 0 �0 20 4o eo � 25 70' N07'42'49"W � , 9� � . LL D 1 �•.� r �, W �, � p ` L10 27.96' N22'10'07"W � � Q� •* � � 'r''� , �(T�� '"� �1;. '���'` � ` , '� + CANOPY < �"7 - ��--'�� �.,'az�f'""'E. � '�� ! `� . ..,�-y - '' . �, ��'`� 3; � j� PLANTER � P'� '� � ��,� � ' � ap9o. .��.1� � �� \�,� �"\ � . n/� � , ;,� �;+ �� '���-�" I ^ ( IN FEET � � � \ 1 �: � ` " � � C� ` � � � � �"e� '� \ \`�\\ ,<� ,�,'•`Q�.�x , ` `��-''�� ��' �.�` 3 6' RODF ��s � � UT/UTY i inch = 20 ft. � 4 O pN � , �� ' PROPANE �� .,� ' • �� Y5; ` F �� � L' SINGLE-STORY OtiERHANG '�J,\�,� , SHED 2-FOOT CONTOUR INTERVAL �"' �� � O'. �t TANK � � ' F(��� , �° � � \ v�\ � � ��;� �`� _Q�s• � BLOCK STRUCTURE , ,--"� ���� -���;��r-�' � � � 6� ` � � :.� �3� r �'"'�",�;`` :r�'`'; �.�'`� "� � � oH � � =t ' ` �. _ , >?�;,e '< „r�i,Y;-��� � '^ � + \ �� CP-206 �� �� F 15� �15� �� 1� '_�;°�� �' -�;��;��;� � Q � � � I L=B103B0 O c � ".; ;:� �� ..,Q � V� � � � �� � � � `�,, �015. f� F ,'�, � �� ���.��.�, "��.r �� � y � "" `h�`� 1 � t�`8 I � �� < y � / b� <<� 1\ �"` ,"_''i �s�S+rs`•i;p��, c.c� t';�y.� ..�`5 �\` � O ��- r'� \ .._ �.. ' ' q{ I \ `� , t r � ,�.wF 4'C'� `� •. a � O �,,,� �.i ' 1 �1 `�- � � � � �5�, ` • L�- a ,��`�"r ����.-��;< . ` . .......� - � \\ ��� � _ , F , �� _ _r u�:s,�,.�.� ,:-, �,:��;,.,,� �. � o LEGAL DESCRtPT10N� � °� � . ' ' \\ (� � '� • � '��� � �f��s� .��?3y_,�i',�A 3•4.ir���;iy''��br7��yFSF�Q� `` • O � \ i-. Ry �'� N' ft.. r — ' � � I a , � ` j� }; Y� �� '. _� �s` r..� ` , .r� ' t? \ � `� .i , � ,�;, t.�j, -.+`�,��_ ,.: { 'S_ _ � .� � m�oo �f� , Q�S• , F � �r/ REASE �, 'G�i,t,;„;�; ;�_��, A PARCEL OF LAND LOCATED IN THE NEl/4 NEl/4 OF SECTION 12, TOWNSHIP 5 E—+ � I • � � � � � � , , O,� � TRAP � .;�°,.. `��=��'�'k�.� �''�.-,'�''.;�;�;� � ' , ' p '` _> >. � s , C ��a SOUTH RANGE 81 WEST OF THE 6th PRINCIPAL MERIDIAN, TOWN OF VAIL, EAGLE � _� � � m,,.�a \ � �`y t .�r�r 'l �� '�,q���''°��{;�"`:'R, :,,y.;�':�a�"',��, 3.`TJ"F�I;G—... 1 COUNTY COLOR DO '� O ; rt ry OIiERNAN . A , BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Z • �o ���, � �.�:,���� =y x`�����- '���.. � ' t'i � \ � ✓ 35' ROOF `� �,���u:`'P�`=`��r�=•"... .�;�,M:�' ' � � . » ' p � �= � \ � . �` ' ' , COMMENCING AT THE NE ORNER SA(D SECT10N 12; THENCE S00'00 00 E AI,ONG THE �� � << a�,`s",;.�:"`"��,'�, , � '.. • • � � �� mo '� � OIiERHANG � y���,._ _:�� �,;,�,+���� � PROPOSED SER�/CE BAY EAST UNE TO SAID SECTION 12, A DISTANCE OF 634.17 FEET TO THE TRUE POIN7 OF � v . , � r 4-3" 1/ENTS � � �. ��°E,w 'wzi;'� � �'Y ����'�''' -�� '?' t THENCE S00'00'00"E CONTINUING ALONG SAID EAST SECTION L1NE TO � � � � � s� "---. � 3kE�;a;§,;��,f���,e;:,;:r M,;.` BEGINNING, . � � '� �, GREASE TRAP MH �'�'�-=K '�'�""+`�-'°'"''`'��` A DISTANCE OF 175 33 FEET TO A PpINT ON THE NORTH HIGH WATER a � (�j. , s SECTION 12, O , 1 \ �:.t!,�. .,'�-e�'i v.�F R`.f� ..�.)�' r�y� LEGEND 1 � � � � .30 SETBA� mo� ���'y,;p;�S�;SL.,�,,��,l,;�,, �E �` BANK OF GORE CREEK; THENCE CONIINUING ALONG SAID HIGH WATER BANK TO GORE (/� ' I� F�QM CENTE�4/NE OF �; °' � _----"- � � h�•.,;y�,"a:,,.�,�.�'��° CREEK THE N XT �: t� ��;~':.'r°y,a'<"�'�'`��"' E SEVEN (7) COURSES� � � � ` RED` ANDSTO CREE� "� � � `"''''`°"�:;¢''s*�'��`s�`'�� � S82'55'36"W, 33.01 FEET, � �,1 � y�� S57'54'38 W 26.35 FEET� ° ` �s , PERMANENT FENC 3 5 OLLARD ,3#� . � ' ' ���F,,.,�-° „ —••—••—••—••— PROPERTY LINE � ` I � `I� �' � � � t ; • S82'3917 W, 14.09 FEET; - — —— —— — — - BUILDING SETBACK LINE �I � � , (SPUT RA/L WOOD� f0 0' S/DE � n I ;� BU/LD/NG SETBCK S67'19 17 W, 31.69 FEET; �v � S52'35 44"W, 35.32 FEET, , oH OVERHEAD POWER LINE � � I � � �" S/ r OF DlS �, CE F�E�NCE �$'� S71'15�06"W, 33.55 FEET; , Ct� �$T� ioo' GUARD RAIL c� � � � � � � � \ �\ � e �,- ,� S82'S1'11"W, 39.07 FEET, SAID POINT BEING THE NORTH HIGH WATER BANK OF GORE RevisiOns: � ; � � i �y , �$�,rs� �/ ��'` CREEK AND THE EAST HIGH WATER BANK OF RED SANDSTONE CREEK, THENCE ALONG ` ss SANITARY SEWER LINE nl � I`� � � ' °�- 8���!'` THE EAST HIGH WATER BANK OF RED SANDSTONE CREEK THE FOLLOWING FlVE (5) n1 _ I ,�,.l-- COURSES: � WATER LINE � � I I I � BoBp, i°"�'`""�� _. --�J N20'03'OS"W, 13 69 FEET; < � � l I � � ' ! � ' WATER VALVE -g0�` N32'43'OS"W, 29.25 FEET; ep9o'�� N07'42'49"W, 25.70 FEET; ' � � � �� APPROX/ A TE LOCA Tl0 OF ��" • -•--'- ` - Noo'�8'56"W, 8s.59 FEET; � MONITOR WELL . � 100' AR FLOOD PL /N ' �/ �-� "a 8'��� � � � , �, � � � N22'10'07"W, 27.96 FEET TO A POINT, SAID POINT BEING THE SOUTH RIGHT-OF-WAY ; UNPLA TTED � ' � � �`:°�� '� � � . » Q FUEL MANHOLE , I I; I s � (F/RM 0 0054 002 C � _..- a��,,. �,. � ( � � SOUTH�FRON AGERROADG A DIST�AN EEOFE241.95 F ET TO THE TRUE POH T OF WAY TO � BEGINNING. s , ' i / eosz ,�,.-���•�` ' �, �� � WOOD FENCE � � B � T,L i � � � 50' SETBACK _ / ' �� r r f •Y� ��.� / �.. � SAID PARCEL OF LAND CONTAINS 39,696 SQ. FT. (0.911 AC.) OF LAND, MORE OR LESS. ❑ �'£o T E L E P H O N E P E D E S T A L (T P E D) . � F R O M C E N T E R L I N E � � �� � . � ; � ' OF GORE CREEK/��� g0�� `• ,� J.,�- ,r••✓ L 5 , I ��-�� `� UTILITY POLE • I �� � � LIGHT POLE � ' � i/ ��' \ /�,� ••��'�''� � .. _� _� ' NOTE� f AGL ELECTRIC MANHOLE I I ' � ` \\ ` �- eoao---�\/ � � • �� J � 23�03 ,� � , I '•`• �' '�^ � // �•� �' ' oRE � EK � �K ,/ i BASIS OF BEARING BASED ON TOWN OF VAIL GPS CONTROL NETWORK. � y� FIRE HYDRANT l ' � � � � _ _ __�-.--- " � /�����/ /G WATER pF G GO CR�. � i E pF _� ,_ — � PINE TREE � �' � ���' �./ ED , � .� - /,� �- � , OO ABOVE GROUND LEVEL ! � � �� ,�� .� �'�' � � ' ��' , , / •`. ___ � _ � � � � / ,,. _ �—— . .�.• �'��� / � ' UNPLATTED ' ��� .2 � � � . — / i �` ,�...►� .�'' i' . — , i 'L.• �-••-';.�""_�39.07' � .�' � -� � �, J ` � / • 5825� �1 W . ,� � / �•� � , � _ , _ . , K ., ^ . _ , _ . _� ,� E E — • Date: 02�0��03 / — � � . — _ / �p ,�• ' , �, _� _.� �RE r�, � � - _� _ _--- - -- � � � � I �� �'� �N� � __� � Pro ect No: _ --- �' " ' '� ' J� � S-1 SGALE: 1/2�" = 1'-�" � _ _ _ - �- `� ' � � '� ---------f _`� �P�RO'��D �Y�'1~�� Drawn by: JC,JEG —. _ . , � / '� , - - - ' ' - , - _ _ .. -�''' , � � _ , �o�� ����iL . — . _ ,- 7� ���� Checked b KS - .-- � /� . �i�����33 A�lD Y� , \',~� l � � �� ��3�ll�t�����'�.��I�II�Si�� ___ 7�'., � � , �� Sheet: � �-- • � � �'�~---_ � � � � D .— ���" ' l - ���: �� I _ l� „ i ���i���: Q�� . � ..,� __ , `� �` � ` l A /In � r. /l/' � CO 2U�0 SMA -- -�_�_. y , ..,,`"'� � � � • , '�. ' _ � - � � � � "�-�.'� � � � � ' . _ � -� . . Segerberg Mayhew � �` �, ` , �' • . ` . , &Associates Architects �,. ,` �```---�.� � � P.C.-A.I.A. . � � , � � ' � f � . , � . � � � • . , , , � � � � • • ` . _ �.. , , � _ ; � ' �' '� ,` �' • . ` ARCHITECTL �`�� ' i �. • � ` PLANNING, INTE� ��„-� ,. � , {� � - . � �. , � � , �- �� Main Office: Vail, (.``Y�. ` ` � ` � ' � � 1000 S Frontage Rd W, #300 � , ` � • . � • . Tel i19 0047614433 � � �,' • . ` ` . Fax: 970 476.4608 , �` ' ` �`' • . Denver Office _ _ _ _ _ ` _ _ _ _ _� - _ � , 1617 Wazee Street, Su�te C2 '' i — � .� __.. _ � - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - . � -` � - � � . Denver, GO 80202 �� � � ` � ' � . . Tel: 303 623.3355 I . Fax• 303.623.2262 I � � ` - � CsAS ME7ER PANEL � • ` . ` I . . info@smarchs cam � `. , , www smarchs com � � � - � � � �'�`-- , ELEGTRTG MEt R N lU ROO� • . 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I � - ���.. , � FOR BUI�.DINCs 0 ' � � I � ` ENVELOPE 0 'Sl" FOR MORE T ` � � � � ; � I � INFORMATION � I ` I - . _r. �_. .__ ..�_ - '� _.�r F e �� k.} �►�r� � _ , , , � . ��� � ..���� .��.��u�;,.�; 4 .`a �.,. .��.� �� �.�N� �u��.ER o � ; i � �,� SE B RE O I , � ��° 8�� _ � � TO SITE PLAN ON � O ' � i � i � .,�. � ` SHEET "51" �OR � __ , � � � � ` � WFORI'1ATIOl�I _ _ � NE DOOR$ U1/ � � `� Q � � �p � WWDpW.S ;,� � � � � � , in I ( ; � � � �-- � � � � U , x 0 I � � � � � ; � � � � � � ; ' ` � � d I I � � � w w ` 0 � —,_ — — — — � - - - - - - �- -- - - - - -_ - - — - - -_ — - - - - - - - - - - — - - - — � � � f /' 15TINCs WINDOW ' M.....� � � � ' � _ _ / ,¢1 1/E TD REM N ` �`� Q � � •� � � ' NEIU WINDOUJ�r v.� Fy - � � '-` EXIStINCs �1.00R �XIS NCs BUI INCs � > ABOVE � I M O ; - ��� - DR41N CONNEGTED RE:ELEvATIOt�I � . ' t0 EXIST1NCs DRAIN �1ALL � �`� _ ' , � � � -� _ � � CASHIER t /�p� SYSTEM � SAND/OIL � ✓ � � � �9 � J' � � � E--� ! 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' � � � � r (��'`�'�f�' ' - � y � ��,^,lC �'� �tR EAST LINE TO SAID SECTION 12 A DISTANCE OF 634.17 FE ET T O T H E T R U E P O I M T O F � � � � .%� \ - , °1 °� E �';;r�, s-� -4-.3' I.;_/V�� �.� ' 1 , � � �c � o , �'f �Q� ; . 1�,� � �� � `r � " --- � Q� - ' �� 'v������% BEGINNING; THENCE S00'00'00"E, CONTINUING ALONG SAID EAST SECTION LIPdE TO ,.� � �� !s� €L ,'` �<<' ` { � O I Q�j � .3O' SETBACK �� \�o �� \` \� �'�'E A rF 1/�A�� A��� -` � = ' �I� SECTION 12, A DISTANCE OF 175.33 FEET TO A POINT ON THE NORTH HIGH WATER ;�� Q o N»-��:: '' '^�e� ��� �� r n ` \ y ` ` � ' B A N K O F G O R E C R E E K; T H E N C E C O N T I N U I N G A L O N G S A I D H I G H W A T E R B A N K T O G O R�� , J ��'� E o o� � �,y`, `'� ;" '+` � � � 'D \ ` �`"'! � Ff?�M CEIVTERLINE OF , ° �\ � , O 4 ' � � '� I R E D�S A N D S T O I V E CREE K� n� �� � � O O \���-- S O� �� � � �� J� S$2 55'fi W N 33 01 FEET•(7) C O U R S E S (` , i Q E o �o c� ,,'i ,,,� , ;�� PROPERTY LINE '. � �� � -- � ;� "„ t�- ; � `� o s,• t `�; '.�"� I ` `� � S57'S4'38"W, 26.35 FEET; 1���° , '�"'�"' n o '` '+ �'° E''� \ 99 � \ ` i 'C W A w O ,���1 i`� ?� C7 � � �� \ ` \ \ \ z �' �'�Y I r1/T,'7- - \� :_ f` ,.�� `v c�'� � o . } ��,x,,i — — — — — BUILDING SETBA � � � • `� , �;; �'�� CK LINE � I `,� ` � , \ _ -�' � i _ S82'39'17"W, 14 09 FEET• ' . o '��' =z,�,� �'� � �� � � \ , , ''��. _� 1 ^ ,�� ' i` n000e .. ,S ���t,r��, a �l \ � , %�"" ' �- c.0 E S67'19'17"W 31.69 FEET• ; , �, a t $ „ E � '�',.' >�,,.,�,,,`, WE LINE � c S;LE �° � � ., �,o , i �� , c.it � ' � a ,. � E ;xr, ti a;l , f�a OVERHEAD PO R � � %'� 7' � \ , ,\ \ \ `� I �y_� E�U/LC�I"r � S52'35'44 W 35 32 FEET; � � � ,i,4 � , oH � � � ,a . � F' . �... a. 7 1 / f ` J� % r d � �r� Z7 O �t' f`ii°q�.i � � -+----- 1 '�� �' �f TB 1 t 'f , . � `, � � � _ a�� � _ �_%' / �, I� 0 ° �° � ��t, � .<4',� r',� '� � � _� _ S7175'O6"W, 33 55 FEET; , � � o o�S � ,at��,�t y};; GUARD RAIL \ �O "I - --- - . \ _ %" _ �/� ` Q t / y. 7 O `��w ' ����Kj 4��dj,f;pi=tta,� • N ' '� \ � `� � � "� �1p0 � = - S82'S1'11"W, 39.07 FEET, SAID POINT BEING THE NORTH HIGH WATER BANK OF GORE � ' � �� � CREEK AND THE EAST HIGH WATER BANK OF RED SANDSTONE CREEK; THENCE ALONG ,� ,��,. ' r E� �o o a; ^�(,'�,` °;''<<�` "�' . %� �, f � 55 SANITARY SEWER LINE - I \ I I "°��, � �' � \ \� �` �� -_"-- -�'`' - " - ' � ,'� ' � � � f O , � � �\ ` �\ ��_--..-_---_---- - --� �� �' .- ���� i THE EAST HIGH WA R '} � LS� k F � , _Rn - : _____ TE BANK OF RED SANDSTONE CREEK TFiE FOLIOWING fIVE (5� ' ' '� ��` °'� ^ , ' ' '" • wr WATER LINE � G.� . � �� �� ��� �� --_ -- � - � � � ' � " � � COURSES: �,t�'�'� � � � c a."'-C. 'n�+ ' "' °`'�,,,� ,;'.�r 3�;;ij:�t� � I Ro80 <'1� \� �\ �� \`.' �\ �------ -"-' -f __� ��a�aa - �-- r`� ' ' N20�03�08�W, 13 69 FEET; , �' 4 F- a °,� o T C��t �;` i��,{, " ��5!�JJs � • � �� ', � _-------- - --- . �_-- - � _ , , ` _ - N32'43'08"W, 29 25 FEET; � L� �t o � o .. '�i� �. .;<;°,,�s i WATER VALVE , �� � �`. ___--- � g6`�'/- // _;, � �•• c�,ir o� � '� � ;�m Q MONITOR WELL .30� � � AP/'ROX/ ATE LOCAT/O OF ` � �\� ��-� ------ -_---� ---- - ep90� � _ ' � -' __-- N07'42'49"W, 25.70 FEET; +`a' "` ,i� •'r' '��! �," a•' r� �'r��;�` � � N00'18'56"W, 86.59 FEET; + �t�.; ;� �,w j»F,�-°� �. 100' AR FLOOD PLAIIV , �'�- � --� °''z " �� -- OO FUEL MANHOLE UIVPLA TTED ° FIRM 0 0054 002 C ----- , � f ____ - -- ''� � a�a� , / � � N22'10'07"W, 27.96 FEET TO A POiNT SAID POINT BEING TME SOUTH RIGHT-OF--WAY � -F'��, ',�'��`,�`,��+� � r � > %�� \ � .� _ -- - , = � ' .�,, , , .t _, �' .����� ___ _� `�A � . / LINE TO SOUTH FRONTAGE ROAD; THENCE N73'24'16"E ALOMG SAID RIGHT-Q�-WAY TO � � � � �r� ° WOOD FENCE � . � � \, '� -�_�' �� ---�"�- � -----�— _ ____ �`p3 I • SOUTH FRONTAGE ROAD, A DISTANCE OF 241.95 FEET TO TFiE TRUE POINT OF � ' , '. , rnEO O I 50' SETBACK %� � i � �� '- �___.-----_ ` / -_-� _` _, �- �CY � �� BEGINNING , � ',`;;,k ', a � ;��•#1;'<, r� `� ❑ TELEPHONE PEDESTAL (TPED) FROM CENTERL/NE ` `;�``�`J � � — � ' � � . SAID PARCEL OF LAND CONTAINS 39,696 SQ. FT. (0.911 AC.) OF LAND, MORE OR LESS. � � Q '„`,°�{'''�� `'�_ ; �� `� UTILITY POLE �� OF GORE CREEK ��8a � / L5 , � � � � r��j,�i,�,;.. � � � UGHT POLE Z � '+%��%� ��AR / �� , � � � � , , , 1i Z � � ,,,,'�;,���; �, � / Q a ° 'Yr ��� ,,. , �{� NOTE� ; ���� � � ,� V� � � F[ '�!%i"v(v_SE IBAE'K / �� , . � � ` d• (� � ir.,,di"��d'���,. + > � A �9 '� � \ 2 9e�j�l�����(�' i��� i��L � • • / � W ir,���pi,9 � y-}j� ELECTRIC MANHOLE ' 80Bp BASIS OF BEARING BASED ON TOWN OF �/AIL GPS CONTROL NETWORK. }- � ����°� „�„�w; /4'O � FIRE HYDRANT �Q � � ` . . � REEK 1/23�03 � ( ' r ° ;,�?�� v :.� � C � , � Z , Z "� �� ; � �,w:� ;� PINE TREE '��O • � —' -" / �,� � yyATER OF �ORE I . I BASIS OF ELEVATION• USGS CONTROL STATION "SPRAODLE" ELEV. = 8287.81� , � � � � ku3,,``ti`` ,,�;,.,'� QQ � - , ��EDGE �F — �� ACCURACY OF TOPOGRAPHY LIMITED DUE TO SNOW AND ICE CONDITIONS ON � O 0�0 � ,;",.r���``�,� `;, X�; ' _ . � V ��k�;;�z��'.t 's, OO ABOVE GROUND LEVEL — I JANUARY 23, 2003. Z � ' �,�I ={ � ; �— -_ _ _� � ' _ � ' ' , �'.��, O J ���,���,�n` � „�;_; � . � � � � ' ,r�;)�{���r,��' y + � ,+At• UNPLA TTED �- ' LL .� � �� t C— L� / I � L� �.Q "N°;;l{'�`�" ' ���i � —' � ' � �l.l �6�,I;Y��,�'`�z`' ,� � <<: ,f ' ,' „ ,39 07' / ER��NE , / � '' p.. J %��',,'+s�yt.';�, `� S82'51 � w � c NT . , ,�' � '��',�''�� � .d� � TE REEK � � O Q r����.,'�;�r��� ,a 0 E �,,;, / : � , . ��x�MA R C . / r, _ > ��" ' f i � , . —� ' ' �PP pF G � K ' - � � �j - � `,,,��G�'��i,�,,��,�; L . � — � � CREE � � �� �' J w � �kr�� �� '�f F�. RE / F ��t , �— �' .,Y,.,,��:a.�, .. � _ _ — �0 � . � . , ., z , � , �ys,���p,, : ,;,';�� _ _ ��- � . • > >�a s�--; , ;��, � ��,;�I.°.� �y`,� / � � SURVEYOR'$ ° �— ;f �3 � _ . C:EF�TIFICATE r � �`",.;�,�'�,..,- ','�' ' " 'd s���tr. �,i . . �� • � f° , 1� �j. ' ;���`����� ` •' • k� ' ,F,b ° �N=7'y'� d n',' ` ���; '�"r".�*'t�r w ' 6��������� �R���,�� I, Duone Fehringer, a duly registered land surveyor in the Stote of �- ,��V;•�„F.�ti..., ��x��' ' �` . ` - ' ` 1' • • _�, , , � � � � *� � � Colorado, do hereby certify that�t#r6`�u'rb�yzshown hereon was ��x�a^, ' ,,.•- ,,,;w�; '� d9,�s `' ' �'..�=,a`;�t�;t� y ,,:''�, � " �-�' ����j����p�,� �;;:��� done by me or under my dir�c{ 'st�p�rvlsl'�os�'�r�d the horizontal and " � ,�r ` ' DESICNED BY: � `i �*��;�R�,�.��..,, ��.�„ vertical meosurements are a �u�ate ,to„the b�st f my knowledge ,�� �' �` � ;',t��,���t^'���; ~ ``` ,�.�v,< < . �,�� s", � �� ' � ,2�����fdJ,3�'a'��, ,��; Is:..a ws'�.a...,J1.���dw.� and belief. � J� � FEy..�"� �'�'j ' 'F;.„ DRAYVN BY: ?�,.- � „.f,a1���( , i �`ilc�,y,f'sr,�9PAr�'°""'�-.,...�,,.� �r•�.,F,•±'.s��..r�r*a.�A�!.,�.}n�� •� �._ ; �— ��yJ ' � RPSrn � :t...,.q'�K � �� "3t�6d�r1►�.s.�t..�..._. { ac�s v,x3�w" s•••••• ` ' ,� � .�..avwb �ww .,,a.J..�d*�.T..� �" �!�..,�t' ) / e��� G �'ti;cr 1 ,�' l�1�'J'�.��'r� .'` �� ���L� ri: �`��:, - ,'�FSs� ' CHECKED BY: � �i.,+��KS�,.�'����i i ,� NOTICE: Accordin �� f� �`S`. � �y:,' DDF , �.n�t r ;; ' F r�z to Colorod �'.�A 1��;. �-•,»�....,�1'-(�� .�<.��,. ... � 'a�,' '�., SSUEO: f. �•r , o law ,. � �. � �'�� ^�,o- 9 u must commence �--�-•-����w.� � _ �----� ` �T�1 `t��`� �'�""� �Y� � DAIE I ��29/03 �' � .,.;�� . , ,. *. V'�'i�r+�7', ..v yy� ��s, " ^�a.�,�u���h , 7 h�.� ,G�� Y ; '4Si�1 �'�F���} ��=rz �'tl ony legal action based upon any defect in this survey ,,, �, . �,,,.., �����, uane e r nger . . , � � � -�V, , , , • a, ' �a ? , °`, G �.�..�..�.4.�..�a�...__...�,...�..M._�......�., �...,._ ,. -w � ^i ' Q. • PROJECT NO ,.t;,`r,;�.�'.e :� � � .. a,.1 1't-r`..� , � ���� w hin three years after you first discover such defect. In -��- �'���' � ��—��2�S r'fi"��.���`"�� I � no event, may any octton based upon any defect fn this ('4��r'�� ' �� �, , , survey e commenced more than ten years from the '° I � � SHEET NO �'��?�y++-�:' ° „ � � f . � T.<�4jA4,y' k i date oi certtftcatlon shown hereon , <<4=���,�s.t� � � r ,:�; oF 1 ���,��;��.���, � �,,, .; ,'7,,jF� , �-, >:s�,�' , ` , " t t ���;, , . .r�, , . 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" , 'r , � s� , � a�� �r � „�;, ', � � � ,�:o ,�� � �`,� � ��, ,, , E,,, , � � r� ,i SCr� �r�, ,n 0 �q��,. ��� � �� �,� �nP�D• � � �' <<<�ck °�,� y�;� `�'� �i.l �S. , - �„r,s4�, u��` / I _` ..�Li . . � �s'ry 'h+nka � `\ ! � � O� { �+•�d �'l'fal t ;i"-y"���� ! � � _+� - ���l�f�'t'� �\ � ���i: , o � '� '�� _ n � � �, ?' �a ` a ` � ��_u .+ ', ,. 1�/� �'14i°+y� ul` / �' _ �� 1 ( ;�� � \ O/ � rn :.� '� P p� i '`� ,��, � �` �� � ��-- '�� � � � � � �� ` ,�� � � �W ',���`�� O �,. r^�' �� ",l� �r , ',k �� � � ' � / �� � �� �q ,�',;;, R PROPERTY LINE TABLE / � ` ,� � � / � 'j4in � �'�� ,_,�,�' �"�,�R � '', � �`� �,, { ( � `�. / / \' � �, _;,, _ , • <" � °i� ��s�°' 3 ` LINE LENGTH BEARING ' f F ' ��`� , 6� E � �' J < � I �� ~ °k , ° � ` �r b_ 1q \\� �t,{TJ .s � Ge� � �'� _L e �J•i . I � � s,- �� j � , � � A � E� � �i 13 69' N�o•o3'oe�w � , } N�3 2� �, OO �� � �' � , �� � �I a `, . � �. ,vr ;-�t Y ,�_; �� r=�'i ,�S . � � � ',� �2 33.as' s��•�s'os"w _ ,�;,,. - -��� I oN � ��! �,<<� � , , ,a�, �-���,t;�� � ,-r„��� �� TRACT C � � L3 35.32' S52'35'44"W . - - `<. � ��\ � ,� � �� � �� � , , ,` � �,�, ,an�n , � - ; � ; I/ILLAGE w � $ , M � t, �4 3� ss' ss�•is'»"w � ` � , `,,, , \I 0► I l/.4/L FlL/NG NO. 2 ^� , L5 ,4 os� ss�•39�,��w ,,,, — - __ � oN „-, � � < < � � � < � _ - p15• GRAPHIC SCALE � �i � i1 ��`'; L6 26.35' S57'54'38"W ,- � _ — \ ��, % / � � � ,S�' � , , �. � � ` L7 33.01' S82'55'36"W _ ��` �����, " � _ '' , ,,, / t- , �; :;� 40 � ��; � z ,� � 20 0 �o so LS 29.25' N32'43'OS"W �- "� , oN � � � � � / , , �, , i�;,� �, � �- ,�, �� - ' _ L9 ` , , . \ � , � ' � , , } � � �„� 25.70' N07'42'49"W - � � � , � "� � 5 \ � \'� ` ��' I ' � \� . r' � 1`� � � '//,F Y �� �^�'t�i� ' � �'1 SA9q . L10 27 96' N22'10'07"W . _ -- ' " " ' �'" � I `,; ' < � �C �s ° �, ; �� � � \, � � ` , , �� + '�'3�� 4 �- � � � h ( IN FEET ) ; -, � . y �y,�;"`'`,, f5 ♦ �'� �� ^ .�� :�r _ -.l�tl j �F�� � /N ` / -ap9a � � \ .���\f, `_ _ _ '\ j1/ O ` �� ' -'1 � \ .`` \�� j F�' P('��( O1 5, � � �—�1 Tl�l rY 1 inch = 20 �t.. .Yv.�sYz . > ` t 4 �� 'I,i#'�.t,�;"�. � - " � '�. �§ � � o��i�f�ar�G� �, _ � 2- - x r , , i'�nf��.a 1-1 � , � F .�• � , S/��l� FOOT CONTOUR INTERVAL `� - ���� ,����.y"` • �. � � S/NGLE—STORY , '�; \ sR„ � � ,� ` �4,,,���k�t;,� i 4 F' O �k�� h'" O oN • � o ''. . \ � \ ,�;.h �\�15������ � � BLOCK STRUCTURE _ -� .��. ' , `�� ,' ' f ` r�� �� ° , f .;,',,� , . +, ���w�,� 4 „ v e n � , � �6 ` t � `� . ~ \ � � � '� O3 `` �� ` � ,i�# , � � �� �r' ,,�''�4kdy,C,�d�,�h E � � �� <, � G `�`' �`r a o � m � �'�G�`����.,' � V ' � � g' ' � 0 '�kr,�� �o �t�.5� , � I i€^r���;"�'N'��i� pN ^� � � ,�f� :c�r; -C QF �5' � < \ O �' k ,_r � O �-� `, �� `�. ` L =fll''F/717�, ���5• ({���QFJ,� Q i ` 1 . .,^. °4"� '°'�` L�$�i °-'m �-.�.,�'; � � � •� � . i G � � V� � � � �� � � o � �i�� �� �O�O� �i f��w���w���. • � • >., , � \\ `�� \ . . � I �� � � `�D \� O ., Cr/��� �p�p�, ' _ �� � i` 15 �1W"\L. ��7Vfllf 1 N1�' � � u S v c � `v s�° �,;,i �"'u�w,''c , � I �I �\ ` (J � F \ , �� O ' �,�r+ O� r.�. ( O O L A����,��� I \ , C O � ��"�+���',F.a. �1 \ � � r 1 �� � � O �.r3� �+' ' 4`a;^nl1P,+�+ I m I � I � � � = � �� „ ��3' \ \~ � A PARCEL OF LAND LOCATED IN THE NE1/4 NE1/4 OF SECTION 12, TOWNSHIP 5 � "-�o��v ;��i F, �-�', I �` ` - `"'r� q '1 rn SOUTH, RANGE 81 WEST OF THE 6th PRINCIPAL MERIDIAN, TOWN OF VAIL, EAGLE w � � o o ° :r ; • 4 Q • \ � � d��oo '9(' O�$�' O F5.� ,��,�4� � \`��_ r �'�r i 0 � N �.�`�ni ,`7�`ti � f i � . � � '� ' ` y ;`' F� �� COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: •`s, d o m�Tg �j ^=t�' : ';" . � . \ P � � a �` ' ` ( ' 1 \� I t�t'E�N�1n'r � � � Eoc� c ;,-�.� 's`; � � � � � I � °s� \ � ,� 4 RC'17( c� 1 O � m Z ' . , � 09 1 ` \, � � ' 3 4, �,^� , C�E �NAti(' , � `o� � o,� �z : t,�"� , � �- l oo ,. � E� �, � 1 COMMENCING AT THE NE COR N E R S A I D S E C T I O N 1 2; T H E N C E S 0 0"0 0'0 0"E A L O N G T H� ��' � y c �r�,° °c $ '� �,�,E;; 4 I O � . . � ' � , � �q EAST LINE TO SAID SECTION 12, A DISTANCE OF 634.17 FEET TO THE TRUE PQINT 0�'� � ; d �� €L "' '` , y � Q \ \ ,o� \\ ?I,��};�,,+, - .\ , � ,�,�,�� c , _ ` y� � : v I � \ ' � \ '° -- �_`3' ���,���. �,� , ; � ', � = , "�'1 �1�,�,�n��; BEGINNING; THENCE S00'00'00"E, CONTINUING ALONG SAID EAST SECTION LIP�E TO ,,, Q X�� ���„ �. `1r� Z Z °� �� � - _ �' � SECTION 12, A DISTANCE OF 175.33 FEET TO A POINT ON THE NORTH NIGH WATER `,� ° !5 �°+� o �� ` � � ��' `\ � � '�FE4�f l,�A�' ti��l - , ''�'I BANK OF GORE CREEK; THENCE CONTINUING ALONG SAID HIGH WATER BANK TO GOR�� J �•-� E o o d }„y�` � m � I p�j � .3O' SETBACK , �• \�a9 � � , � '�, � '1 ` , ' , ' ° � � , CREEK THE NEXT SEVEN (7) COURSES: ' ° '` a ���y 'f f ; n 1 ~ FR4M CENTERL/NE OF� � ° � \ �\ O � ' �Q_ �' jl k �'` � � E �n�°o o �'� f'i - �.�� 1 � Z .� � n' \� � � �`--- O �� ,-�o S82'55'36"W, 33 Ol FEET; ,. i�y;, '� " � "', g ti � � O �1r ��"•li,��dt �� . , R� r� I RED�SANDSTONE CREEK�9 p�° `� � , \ \ _ �= ;/� S57'S4'38"W, 26 35 FEET; `- _ �� � "'� �'� � � �� � � `z 5�� F'�'!!ri/:,� lJ- � c� �,3 rn � � - , . S82'39 17"W, 14 09 FEET; �r ay�,$ �� ,;�',,�},��*' " � , � � � � �r�� �+ m i ���°#�a� PROPERTY LINE • � � � \ � � -%� _�' - � � ' '. � I \ \\ �� \ -�! t>�' „n,E S67'19'17"W, 31.69 FEET; - ; �4 / r '�•, Ev o (� e �:k - — — — - �'�► � p � \�� �� \ \ �� R�`�°'��� _ �__- :--r�► _ BU/L[�1�� ��' c,lt S52'35'44"W, 35.32 FEET; �� I o ° �° o W� °",�;��t BUILOING SETBACK LINE Op , - R� ;h p' S�L��- \ r � ` \' \ '� � , �_--?��`_ a oz �, - _ - -�-' / S71'15�06"W, 33 55 FEET; ' .;• � � n��� ��i'�j,�4;.;' o%/ OVERHEAD POWER LINE � (n !�Cl,' ��_SETB�� ` \�� \'+ ' `` `� \ �\ ti -' ,- '' ,- - `; r--�/ ' S82'51'11"W, 39.07 FEET, SAID POINT BEING THE NORTH HIGH WAlEft BANK OF GQRE ` ; ,t ' E� � o�# '�4'' t�'' _` .,,---- �.I - ' ,,\ `` `, `, �,\ \ '�� '��_ _ -- atoa - - ' , ' _ f,, CREEK AND THE EAST HIGH WATER BANK OF RED SANDSTONE CREEK; THENCE ALONG ,, ,+r >" � �_'�e_c�$ ''�` ,�� . N � \ � \ � � �� - -/��H -"" /` '- '� :r THE EAST HIGH WATER BANK OF RED SANDSTONE CREEK TNE FOLLOWING FIVE (5� j:��� ` �r c ."', a� "-" ' �'" 'i'", GUARD RAIL . � _ -- - _ - � - � � y ; \ I I A>F?` \� �� \� �\\ � � —,.______- ' __ ' /, i' nF ;�� _"� ,="" �j ' . I I� \ '\ ��\ � \ `�_ _an COURSES: `'F" ' r � °o `o �n°L �.rn .. ;3{ : ss SANITARY SEWER LINE O \ � � __ __ -- - � -� � - _ ' � � ' � � . , � \ ---- , -R,a % � N20'03'08"W, 13 69 FEET; �t o� o i,i`'°u `" � � / �_ ''" `r I � 8°8p �� �` \� �` �`'` � --------- - --~'- _ _ -- - � o�? , -- _� N32'43'08"W� 29.25 FEET• �` 4�' � ii4:3 '}i' wr WATER LINE I < ` � �' � �� ,�\ --_-_---- --'_- - � g - ' - �� `" , � � t+p ,.� #� / N07'42'49"W 25 70 FEET; ��'•.� '�� � • `� �., '��.� ., � �------ �.� _-_- /e°A0 ,� _ - _"� i N00'18'56"W. 86.59 FEET; � WATER VALVE ' • �� APPROXI A TE LOCA TlO OF'� '�. \ ' �—_-------- —`` � -- _ = ' . • ' '� 1�4, �'; �A 30 __ � {��,"�,,� MONITOR WEIL � 100' Y AR FLOOD PL�IN �--__ ___- -� � - - �fljz r J _ apg0'� - . / N22'10'07 W, 27.96 FEET TO A POtNT, SAID POINT BEING THE SOUTH RIGNT-OF--WAY ; ��- LINE TO SOUTH FRONTAGE ROAD; THENCE N73'24'16"E ALOPJG SAID RIGFiT-OF-WAY TO ' :` OO - � \�'�• �' . � , � SOUTH FRONTAGE ROAD. A DISTANCE OF 241.95 FEET TO TFiE TRUE POINT OF " '��` UIVPLA TTED . � (FIRM 0 0054 002 C) -� -- _ _-- � _ � I . • � ,, . ,� � - Q FUEL MANHOLE � � �__----�� _. _ --`�� - - `�O�A BEGINNING � 'y��{!�j � -/ - ' �� c7� / � � i � � � "- .�.E'u�;,� o WOOD FENCE � � I 50' SETBACK '�� \\�'��� `���..,f ,_._-�'-"���-� _ _ u��z - " ^ o . / ' I SAID PARCEL OF LAND CONTAINS 39.696 SQ. FT. (0.911 AC.) OF LAND, MORE OR LESS. � � O ,!�;,��,��,;; t; ,aa� ,� ° FROM CENTERLINE �� / � � /� . ❑�EO TELEPNONE PEDESTAL (TPED) L� • " � � � . �� � � � Z -� '���,��,ti,,•, �� �� OF GORE CREEK �08 � ' �- O � , �r"�;��'� / T �_ � U , , � `� UTILITY POLE �V %�;r;; RF_AR � � � L� . . • � ��' � � � }- ��p��d��� . Z c�, � �c ';/%'vc� S� 76ACK / `. . � � �t,,:����j � LIGHT POLE . �o : ---_._____.__:__ ------ - -�� • ' BASIS OF BEARING BASED ON TOWN OF �/AIL GPS CONTROL NETWORK. W t0 {- ' r� s�"? , � � eoBO �� 1/23�03 I , � Z . z �,� '� .9r1 ELECTRIC MANHOLE 4, � � {� � BASIS OF ELEVATION: USGS CONTROL STATION "SPRADDLE" ELEV. = 8287.81' w � � � � ;,� „c',�, I Q z , ' • � �pRE �REE . � �� = o � o {:"��,; ��,' � FIRE HYDRANT , �c� , � _, � ��j � wATER OF � , / ' ACCURACY OF TOPOGRAPHY IIMITED DUE TO SNOW AND ICE CONDITIONS ON � V , `n�`r�s�,i;4 p� . , �E OF ' ' JANUARY 23, 2003 . ;,= Z � W � �Nk�'; „q %� PINE TREE .Q �v � ,��� ��E� � ' � � ' u g � • J , r���i-�� Q � / , t E;,x_ � � � r) ��E'�; EO ABOVE GROUND LEVEL Q � � � . ' . / � ('j' � �n �";,?�° ' • �— — UNPLA TTED . . , � �w f�;;�,�,'.����, � � � ~ � "�, g��;�>�, . �� �� • 1' ' w k'���t �y�r . � , � ' � � �� � '°, � � � , � ' .��,��'���;��� ' ,1�»w 39.07 . • ���TER��N • � �' , . � ��.��; , 582��� � � MA�� �R��K � / � � � � �����.� ��, ��;�°�'�,��" / ' � • PROX� �ORE� • `� , a � �',',.-,t� � . . _ . . — � - PP �F �REEK . . � z � � � .F,,������ L R E / � O ^3°^i�,r'i'�•4 � _ �p � . - _ . �-- . �F.�l�f,,�:� �— — � • SUR'VEYOR'S �EF�TIFICATE �� �, ,, .�h,� .},� � � ��y4 ���eyMr ��.,a�J+I� �1M5�t,�•. t,��1{ky;{� � � • 'f' 1`a. � � +. ��Jt T„S k°k„'. py�T°y. • �u �� 1 _ K:fr� th�*�Ft' —_ . ' �c^� I, Duane Fehnnger, a duly registered land surveyor in the State of . � . � -��`�,�{�"'`�'�'��` , 1 _ . � ���i"�"s���� ������=' Colorado, do he�eby certify that�ir6���Sy,�ahown hereon wos � ,'`z�' ''_'"`'-`�t�� . �� DESiGNED BY: �� � ;���'�a�� � ' .-� ��±r�+���".;n�",d'��'� done by me or under my dir c�`"su�plervl9'�oS��r�d the horizontal and ;1 '�,, ,�,, � � � �� ' ' 1- . , --__ �� • • ����l� �3� ,�-��� , ��i� tt� � rn�m �fi� verticol measurements are a��uhate ,to„the bcst f my knawledge ;;,"�� �,,$?�r� . _- • . --�_� • ' � �� �' �;' and belief. .y�L. FEf''•�.D ��, . . DRAWN BY: ,`�" � r,e ��� {��r. '� � i, '•;��� RPS�TV � t`a� "�,� � 1Y $L"Y'r,�9 vJ�°�.�........A��d`4 �„nt� �+ � - � a' � ��a� F ����3irh�y,�,�`��,. �°a��S��B�..,.,��J�.� ��w.w..-�....�....�r� `' ;,'y(��' �r,�o� �;-�;a� r,�j'.s;', . CHECKED BY: DDF , �t`Ie,��`�3�' •0 / F�6 2 6 ,�. .�s ����� ���?p�'�� ."` ! L-Y .a A�$k�� t}S' `F'R{�� �V�� , �r � f/�� /'� ° . . � � `";�„ � � 's�x, o�� �ssuEO: 1�29�03 ,,,�;'�;rr��;�<v �n+.�r^Aii F� :�.,-.��.!�.�...M.M-ll..f��,.� .�n�y.,r.,s,.�w � �, ��i� M ('a'I�r i';aXA��'�. S:.y uane e r nger . . , �, k'� � � 4���� Ptto,�cT Ho ��;�;„��a�"���� ����.�.ro�,, a�!t�i�l.. �, �g p. � oo—o�2i s ������,a NOTICE: Accordin to Colorado law u must commence ��,w,.�r�w,�s.�z�w,»w...�,.�- n •��� � � � � �,� �r s;,���,��, 9 Y° any legal oction based upon any defect in this survey � � . W,,: �:;�,��.�� within three years after you first discover such defect In SNEET NO. � �•. v ma an octton based u on an defect in this � { � - 1 oF 1 ��`�k�������'" no e ent, y y p Y ''� � , survey be commenced more thon ten years from the , _ dote of certtflcotlon shown hereon. � � �A ,sw ;,; .;� � ;R t°i� ,,. >, ' ','t 'r F `^�g;;�a�`"���.iti,��;�c- - ` , �<�y„ e.,gro mr�, 7y'Iq��''�. ' i a'-. �t� ";�4';1' , � , ',� �Ki��.'}�c� d'�y��iq; � ' ,�'",�+�+ � �,� f �•i �+' i;�l. . 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' • C�7ROL• �EN� E � �� � , ' � , ( � I : � -- � ' __w_ ��� 1 � �, � � � -�I .� � � `-�Y: � � � � � � � ° I �. ��� � , 1 ( f1� ( „' � - - - � 6- ' , w �` . . � \ I �� � t��,s, p� l,Y � r `�. V `\ 1 �\ �z� r' �' _ '� � � �``� \ � � � ` � - - ' . ` � �� T � � �� �:, '� f � � �� ' ; �_ i � � o ,; - `�,,`� �A - ry �,�' « . - , - ��n ; __; � __ r�;r � � . ; r.�UJ,/o C \�, _� � _ _ __ � 1 � (� > � j� , a.. „1r � /` 1 _ W `\�,",�� `i '� I �r ' `+ � �r'�?; � . y �j '�'�),yi \, � �� ,^ 4 � _ _ _ ,L, �_ I\ � �� ., r _ I� ' � I � t 1� i '�� `�i �\ � `�J ���• ` ,� � ' � _ , �{. . '� I \� ' �' � - - �-� -_ l_ j I � �'�� '�;` �Q q. �°, `� h" . .__� _f, y � ��,� �� � ��� � ; �» � .t�: LEC�END 1 � - � a, �� ,��,, � ,� 1 � ,: .� _ _. � `;_� ��� ���, � �� - � _ , , ���. ' t I ' \� � `� � `� \ ,,' , �� � l `� � ° . � —— ''�=i�a� j , --— �_�_ ' ��'' PROPERTI' LINE � � `� `��, � H �� , ��� , __�' � - '� '�����, - �'`'��'�``� �( -i ` _ `. r` - � ' � � � � '� ` � \ ,. �, ., = � } � 1 � � . - _ _ ': . \ _ ` ` t' ,w � ` �� BUILDING 9ETBACK LITJE I I �� '�` `\\ %�r� `f � ` / // � - \ �9'• �` 4`� `,` \ I \ \ ""��V f,f� ,, 1�� p`� ".t�)` ���/ r/ '� - ..-- � ove�ea� Pow�R uNe � j � � �� ='� � � ' �, .�-y�- �:=;-��---�� ,�` ;I ,,, , � . REA DES ATED \ �` ��___.�__---" , ,?�, , `,r%==` ,.--�-- ;r ' ;, ` Q—� GUARD R.41L � � � F SNOW Stb��2,ACzE \ , \,�,� \ �r-. -�°;bo��f ' I'�i���--�=t �, , �� ' I �. < �\ . � , � -- '�:,-�`�l� � �J�„ /'�f�, �/J;� Y � SANITARY SEWER LINE � � I � � ��� , _ __.c_•-- --� -`��`��' t '-� --� � -----'�`' . � GURB R DE7Aft,, 2� 1 �.,,--- ._.._--° - -�--_- ��f- _�'•!f �; rur WATER LINE � I � i Q�so ' � \ � r�\�1II \.�i� .---'`�__r-..-�""-�r^�A� f.�----�_ _ �,!�---'� � ;a�' � � I � � � �. ��_`� ` �� _._.---'"�� ' / ��--�-�-�r "`�,�-;= f' , ° WDOD F'ENGE I I ,���, �'`,.,`�. �' � � -'�1���J�-.�--�-� 8oyo�/ '`rr�.- '��,,.-�''� �� � `,2 �'` -�-- / r �� ❑n�o TELEPHONE PEDESTAL � ��\'"`�" �` �- �y �' ___,/`i y.✓ /r-.%"�::°�� PROYIDE EROSIOT�L � �'�Y'? � ITPED) :I ( � ��NS N'fED-~' J<,,;:� / ',�--� ,- �GONtROL FEN�� �` �� � �n' � � 1 �Xi S-7 N ___,._--- ---_--` .-`� -: � _ � , .,� I , �. UTILITI' POLE � � ! � ' � \`�..�`'�,-��.__''�__,_�-- �-"'y�-"'`- �t,c :� , / �r. , � ___.---- � `r�-%�C- '`� LIGNT POLE - � i � �� � .� _.---�''�-�••� � � I ;�arz �' , � ..�- � ' � � � ,�� �' � FIRE Nl'DRANT � i ' ��ne /� �� � ���• � '� � ,/ - ��, � i ' �� / � ` � ---- � / ' • ` ` � ' �' '� _ -- � " I �/� Gi r/1 � , . � - � " SPIRiJGE TREE�O RFMAIN ' I ` `� // �'/��. . -� / '� �V l S� Y 6 S� � °` ` �,� _ �\\��1�� � ' - � \ 8080 ._._� /.' � "� /� I _ � � �i \ � '�� i -, �� EXISTING GOLORADO : � � .�\ � / / / ' �� I DRB PPROv i/�,�� SPt?�lCE TREE TO BE / _ /� . ' r 3-21-f�3 I RELOGA�TED J � �\ � - - — - - - � , ,. � �,_ / , �- �(I� �. P��2M I T SE T , l � I �� / �_ '_� � , �" -22 m3 �-� 11 NEW GOLORADO SPRUGE � � � _� ' / ���� LANDSCAPE REUISIC�N �� �/� T�e �ir-mN Ni��� � _ �.�� /�� � � I , — ' '�p�►N OF VAIL� m �-11-�3 �� � � � �— -- .�' - � � IEW �� LANDSCAPE REVISION ; a � .�• DESIGN REV . � _ •�' � � , '� ,�• � ,� — '" AFF APPROVAL ' �-25'm3 Q i � — ST � � � . •----' � :� , ���'��`��� i � �„_.._• �/ / n � '� ; /� NEW ,�RTIG WILLOW TREE � �-••"^'" � > •� �' I I"v� 3 BOULDER RETAININCx _ ;4 , �P �� � /- / : l � ' /� � � DATE•_ _ -�_ m � WALL , ; ���� � , _ _ _ .- , -- �/,�fG -- � , / �L- � � �TAFF. V" `? '�� EXISTING ASPEN TREE 70 / — — ,. — �' G��� �-- LANDSCAPED BURT'i �5. R�MAIN � •—' /- - � ' sr� o NEU1 ,4SPEN TREE l2" --� � �_ -�'`^!- ��� _� ' 3-8"x8" TRE,4TED ",� - � CALIPER) � �, _ _ �- " �' TIM S - � O -�_ _ , B�R 4�- � � ��� ����� �� �� NATIVE GRASSES IUITf-{ �' "-�- -''"^� � � ��. PERENIALS __ _ � �. -� L-1 SGALE: 1/2 P�" = 1'-P.�" ,��; NOTE. ALL O NER AREAS ` -- _ � '� �� : BEYOND ASPNALT -' -- _ �''� PAI/EMENT IS TO R�MAIN -' '- _ � l NATI1/E GRASSES ANY AREA r � � � _ " DISTURBED Bl' - '=�� �,: CONS7RLlGTION TO BE � Q) Q � ,�'; � C01/ERED IUITH R�VECs.MAT � 7 � � ���' I � w� _, ,% i , �,� ./� � �� ;� �; �s r � � -�,-i � �A � � :� � y�� ' . , � � ' � _ _" €a", LANDSGAPED BURM � ' z � � � � � a. � � 00 � 3 BOULDER RETAMINCx `�'• ' WALL � ' , , - � � , _ M " ' O `; ="�+" M O �` -. ; N � f`7 � t O { � b 2 � I �� �� �� 1 �� � F � �' L-1 SC,4LE: V4" = i'-�" ��,�, ° �., I � u � `"�;: r' � ,.�: Q � _ � ' ,_, _. �,�`. a '�'` - � - _ _ �a'j�'j� '�'+,' p.�'•'+^'»�a�"'.r..^r -.��;�� -. , " �.-;K^`�-r ..�y�2 -�,' ��='��'�-�'r = � ���° -- �� � � � __� i { II + I � � � I 1 ^/ `\ , \� � f� � � ..� � V�L! � � MATCN � � EXISTINC3 12 � • �� MATGN 4� : ' • .. : . . ,Q`� EXISTINCs � EXISTING • . - , • , • , • � , BUILDING . � .. � , . • • ' - • • � , BEl'OND , . . � . . . f . , , . . �/ // • , • . � = . • • •. , • • � - - . • • ' .NEW IC�I�1�Ul1I"• ' .. . , - , . /O� . �! - - . . . � . � . . . � l4X� dPER.4TIvE) I ' � . _ // I . 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Vv1�t 1 iw��v1� / �lt MMARY oF UlQ�G�. ti10t�G 70 BE PERFORMED GONSIStS OF �Ll�[ISNIN� &Associates ArchiteCts P� ����� ���r��� � f�l�C�� 1 �G ! 1.F�L ALL LABOR;M,4'1'ERIALS, EG2UIPMENT, DE�/fGEg AND SUPERVIS(ON REC�UIRED ,,� � � 199"( Uniform BuildincJ Code _ _ P.C.-A.I.A. v i 1 COGI e � N I.U� C�tRAY-STONE CON�vTRUGTl01�1 TD COMPLEtE tNE C�EAIERAL, MEGH,4htICAL A1�tD E1.ECTRICAL WORK �OR 199"i Uniform M�chan ca MR, CxEORC�E BRODEN� SEC�ERBRC� MAYN�W MOI�IROE � LL REMODELINCs 1'NE EX15tINCs RE8IDENGE AS SNOU�I ON THE DR4WINCsS AND 199`C Uniform Fire Code ARCNIT�G1'S ENCsINEERS, I�1C. _ COMPANY AL0 COYEiZ 54��ET N07ED µEREIN. 1998 Internationa l 1"Iechanica 1 Code 1m�m S. �R0�17A�E RD - , �� � �� VAIL ,4M000 SUITE 3m0 P.O. BOX 159'1 PO BDX "121 � : - �2.� SITE PLAN I/ZP� = � -� a SiT� ��rA►LS IUORK NOt �N 7NIS CON7RAGT CN.I.GJ: COORDfNATE W(TH TNE OtJ,�IER AN1' y � � 1995 Model Energy Cod� (�XISTINC� �4ND NEUJ� . AND �4LL 1TEMS OR WORK hIOT IN TI�E GONtRAGt,WoRK TO BE PE�oRMED 199� Uniform Plumbing Code 93� 5. FRONTAC�xE R0,4D lU. VAIL, COLORADO 8165� AYON, GO�.OR�DO Slro22� MINTLIRN, COLOl�vADO Slro49 Bl' OTNERS OR B1'` OWNER AND 11'EMS WNIGH IUiL� BE FURf�ifSNED OR 1999 National �lectrtc Code VAIL, GOLORADO 8165'1 TEL C9'1@) 4"16-�433 TE� C9'i0) 949-'1"168 tEL (9'1�� 82'i-5231 ,q3.� FLOUR fi�L�41�1 1/�" = 1'-�" iNStALLED SEPARATE FROM 7NE GONTRACT. ARC�-IITECTURE,, 20mZ TOW n Code of Yail 1�,mendments ' T��-5•� g��-`���-�S�m FAX l9"t0) 4"i�O-��08 FAX �9'1m1 949-�05� FAX C9'im) 82'1-5886 (�>CISTINC� AND NEUJ) o� ,�.P��ir�. �Ees, r �c : PEf�Ord"f ALL WORK t0 G�N�ORM WItN ALL PLANNING, INTERIORS � FAX: 9"fm-4'i6-XXXX COU7ACT: KURT SEC�ERB�RC� GO�l1'ACT: NAt�NES SPAEN GONTACT: NARRY �RA�" '4PPL(GABL� CODEB, ORDWANGES, C01/EHANTS AND LOGAL occu�,��cY -rY�� : N-� ��� ��OOF DETr4 �S ,'_�" C�x(�tl�� � ���) iNt���r�ar�oNg tN���'a. CONtRAC70R SI�ALL OBtA1N A,ND PAY FOR Main Office: Vail, CO � ARL NECESSARY FEES, PERMItS AND TAXES. 1000 S Fronta�e Rd W, # SGNEM,4t(C �LEGTRfG�1L PLAN 1/�" = i'-0" vA�i, co si6s� � � BUILDINCx Tl'PE: - ,45.� EX(cvTINC�z � PROi�OSED F3UILDINC� Q�ALItY A��C�RaNGF: USE �l ADEQtJATE NUMBER OF r-�KILLED U10RKM�4N Te1• ��0.4�6.4433 U1H0 ,4RE TNOROtJCrtNL�' TR,4{NED �4ND EXPERfENGED IN TNE NECESSARl' Fax: 970 476.4608 � T1'PE V - 1 NC?UR , , ELEVATI01�15 1/�" = 1'-m" GRAFTS AND Wµ0 ARE GOMPLETELY ��MILIAR LU1TH tNE SPEGFIED - REG2UIREMENtS AND tNE MEtNODB NEE�ED �OR PROPER PERFOf�IANCE Denver Office �3U(LDih1C� SC�I�ARE �OOt,4C�sE: ;4�,m U,1r4LL S�CTIO�is 3/�" = 1'-0" � DEt�ILS OF tNE WORK ' _ _ 1b17 WazeeStreet, SuiteC2 � - Existin Structure: 1,�45g 5.�. Denver, ca so2o2 � g ,4`I,� UJ(NDOUJ/DODR SCN�DULES � DET,�'1,fLS MANUFAGTLIRER'� SP�G(�IGATIDNS AND tNDUSTRI' STANDARD: PRODUGT Tel: 303 523.3355 � . ' Proposed Bau Additior�: �029 SF. HANDLINCz AND PROTECTION AND INStALLATfON OF ALL MATERfALS, Fax. 303 623.2262 MAPtl.4F�4G'1'tJRED 11'EM5 AND EQl11PMEN?' TD BE IN STRIGT AGCORDANGE WITN " TOT,4�L: 2�P�88 s.�- MANI,tPACTl1RER'S OR MDUStRY ACsENGY'S LATEBT REGOMMEND�4TIONS AND , info@smarchs comt ' , - � ��`����� SPECIFIGATIONS. _ � ` www.smarchs.com � Pf�OPOS�D NEU1 DECK, �12�D S�. _ _ - � _ � � � � � - SI.� �OU1�lD�T10N PLAN � SItE RE1/IEW: PRiOR t0 SUBMI'1"i'AL t0 Blp, CON1'RAGTOR SNALL vl5tt tNE SITE, AND 70CsE'�NER 1U17N tHE OWI�IER, 71-10RDUCsNL'1' 1NVESTIC7AtE EX(StINCs 'OCCUPAN7 LOAD: 2) �20g8 S.F./10P> S.F./person) � � GoNDl7(ONS, SPEGf,4L. REGK.tIREMENTB �tND PROGEDLIRES t0 BE FOL�OWED. - - . S2.P ROOF FR4MfNCx PLAN � D�TAI�S FIEL.D VERI�Y LIM17S OF GONS'TR�1CTfON. NUME3ER OF EX(TS REQU(R�D: �3,� CxENER4L NOTES � FOUND�4tIO1�I , _.�..�,.�.,��� 1 �xit re Vir"�C� �5�� S�Gt10�t 1(d��1.�.1 Exceptton - I,UAL� SEGTIONS ENvIRONMENT ANp PROP�R'h': PEI�ORM AI.L WORK 7NROtJCsNOUT tNE a PROJEGT NECES8A�R1' TO LlM(T POLLUT(QN AND TO PROTEGt TNE EXISTfNC-� - �loor Area oF New Say Addition m�ets A ; SURROUNDING ENvIRONMENt. PROTEGt ,4LL ExIStMG SldR�aGES AND + SeCtion l�m�.4 Exc�ptton r�qutrem�nts.) . - ����� w �� ELEMENTS NoT DES1GNAtED �OR REMOVAL. PROvIDE NECESSARY � �.� tEMPORARY GOVERINCs, SAFET't' Cxt1ARD5 AND BAf�RIERS ,4S REC�2Li(RED. - GONTROL S17E AGCEBS. REMOVE DEBRIS AND UlA87E MA"CER1At» A5 THE �� ` - � �� IUpRK PROCsRES3ES. MQINtAIN ?NE PREMISE6 iN A NEQt� 8,4fiE AND GLEAN _ �IRE r4L.4RM � DETECTfON: 5moke L7etec�.ion is �� - . � �o�-�� ��z QN,��C� � � LL� L,4NDSC,4PE �'LAN GONDItION. � �33 r�quired p�r Sectton 30�.9 _ - � , ' � EXfStINCs UTIL.ITIES AND CO�IDITIQNS: LOCATE AND PROTEGT ALL EX(STINCs - a � . fCz4�T YENTI ATfO � S1�NiTARY � Q, �� �/ ` f i , _ - U?ILItiEB PRIOR TD BEGINNINCs I�RK MAINtAM EXIStiNCs STRIICTURE IN A r% � �- �- � x � I � � � _ � SA�E I11EA71�ER-tr�Nr cor�pir�ori. ' tS: � ' � � O R�G2UIREM�N � � �-- � 1/�NTIL�TIOi�t: Mechanical 1/entilation required _ �IELD ENC�fNEERING: PRIOR TO CONSTRUGT(ON, FIELD VERIFY AL.L � � er SeGtion 1202.2.4. � DIMENSIONS AND ELEvA1`IONS.ESTABL(SH AND MAIN7AIN BENCHMAf�Z w � p • ,4ND OtNER MARKERS 7�? 5ET LIN�S AND LE1/ELS FOR 7NE WG�RK NEEDED � ' ` t0 PROPERLI' L.Q��4tE ALL ELEMENtS OF TNE PROJEGT. G,4i.CULA'� AND - - MEASURE REG2UIRED DfMENStON3. - � � � a bbr�v i a t i ons - . PROYIDE 'ALI. TEMPOR.4R�' BR/�GINCs, SHORINCs, CsUYIN�s OR OtHER MEANg � ...�"'�. � - � - 70 AVOID EXGESSIVE STRESSES AND 70 WOLD STR�.tGtURAL ELEMENtB IN � - GM OF FOOTttJG DPR DN'�P'ER FAB RADRICATE GLa. GLABE DLCCiG LAV LAVAtOlt1' N.TA. NOT 70 BGALE- , G1Tl'. GU�WTtit' - SPIR 8P8AKER � UlSG WIFOI�!'1 OUILDM6 GOt�S h �� �� ��. � P� � �.� �,�_��,�r� � ��� � �aa�e� a,T au�+�xr ri� e�c e�c�►c.�ariar re� � wa�oArrr�a+.�wica.coc�e PLACE DURINCx GON5TRl1C7fON. ES1'ABLISH AND VEi�IFY ALL INSERtS FUR �p ���i��� �,�, �a„r�s�,��ay aP aar+��n� �A ��� � �� �R ����� � �+°o� - �x ��++�o���� MECNANICAL, ELEGTRICAL, 1/ENTS, AGGESS AND PLt,IMBINCs WITH �T�-+ W AbL f+COVE EtJEPErmED - DL. DEAD LO � , - OF 6LAd DEG DFI� FAG. PACL�OF CONCRET� GR GdiADE,6RADWG L LENGTH � GE1LMCi �� �r���L DEM CiEMOLItH,DFJMOLITfON RA!°. PAGB OI'�M1CN �yp�trC, Qd.Abb FIDlR RE�EOI�CED � L���� � � RpT R4ppET,R�D,p,TE b 8�81LICS�T) � ��' APPROPRIATE 7R,4DES, DRAWfNCsS AND SUBCONTR,4C74RS. « qGG , q�gsp dTll DRITIbN Ti�71!'IAL WIT' LUJG L�GiPN�i?i►T CONGREi'E D.G, ON C8�I7ERl5) � � OHT DEMOWTAISLE FAM. P.aGE OR M�60NRY CONCIiQ1'E IW7 RADtU9 E.b. STA9�LlCbb EtEEL a`�' ` ,aP Acr.�ae t�a,m. � � D ��,p�• aos. �aca o�atu�e �v� �ee►v�. �"1°j ��°TO� °�'°' °�°'� �a �►►t-�o,at�rE trn�w ata araaaaQO va vaFOie es.�a�e� t MPORARY FAGlL171E5: tHE QUA�IER WILL FURNISN TEMPOR4R'Ir POWER " AG A�CG'U6?IGAL OLDC� DIIILDIN6 DJ�D. OE61CeN REvIEW CO� PAS PA87'eF(,fAbTEh�R CsRD GRd?m LF. LDrE/U.l�EET O.18T. OPF7�-LLEB JOIbT RWC RAIPp{L41'ER GONDIJGTOR 6TA BTATIGN vAR VARdI6N � � � _ �,T, ,,,���,Tq.g , " e,�,e ew�,r ur�eoaFO� wn. �nrr�. o� o�roe�Te ,4ND Wl�TER FOR CONSTRUGTION PURPOSES. CONTRAGTOR M118T EXAMINE ' AGR A�GRYIIC PL�46TIG DTL DETAIL fJyD. F�7MMIt�NAPKlN DI6PEN8ER GT CsImOUT _ 1[�CP1" 1lECLI''fAGLE S'R BTEEL vNR L£t�ER LL I.IYE LOAD OPJ�1, OI'P+OSITE HAND �p ��� a��, pi,�,p,�,�, �xR �rtMr�►�taMUN�cewrc� r,,a cwt+�e t� ��� oA ��pi�R �uc �aiu000 sr ero� vTR v�r h+�uc+ia�oa` EXIS71NCs ELEGTRICaI. GOND1710N5 AND VER(�l' tHAt HIS USE OP POWER � Q ADN /1DDiTIGNAL DtAM DIIY�TER RJ FENC� GYP CsYf'8�ti RFa �'k�.1�EFER TO. CTOR BtOR�4rE !V) VERIPi' an� an�e►ar � K��-� o��°"� °�b�F'4'�s1J°�' �- ��T��c"���O'�� eD. ara��+� va� �£1RIF7 U�I FIELD WILI. W NO WAY DAM,�CsE TNE EXIStINCs SY5'1"EM. A TOfLEI' W(LL BE � � ADN AD�61V� GAD GADMET a01 DISHWAbNER O/iD O�lT TO OUT _ FY. FIELD VEltlFY , REF 1!@RI�ERATOR bT1t 6718JG7LNtA1. VEIlT VERTIC�1t. ,c,�� ,av,iar.�+�r cAa caar+nr+ �M ���«� ►� µ�fl°� ra �� oA o��-� �r, �e�te v.s.�. v�erica.a..�ron�r DESICsNAT�D BY TNE OWNER FOR 7NE USE OF UJORKJ'1E aie crsroea�. FF. ��ueu�a�t.oae � �irr r��ra�ro���a� ADJt ADJU6TADL@ CANt CANTILEVER - HpW NAJQDUTARE t'N2 MMit/►LT�M�lEl� ON OvEIQN.�NCs.01/ElFF�AD 6UbF° BtJhPEND - DIV C1Y1$(GN � MC A�tTIONMCi CBMT CABEh1�lT�� flR DOOR RA FIRE ALAflM � � i'A�lB � RG!! I�E�FOI�CED CONGRETE PIPE SYN SYNTHET�G�IGAL) �T ��� � q�,�y ,q{„q� G1P. GA6T-M-PLI�GE � Dd4 DOUCLL' - fDRK fiRE DRICK � � �qp� MA6 MA60NRT'� REQ REGiJIRED VG.T. VMYL GCJI"I}"09ITION TILE �T ���.� W, �,�T i�,,� DA �acr� FE FIRB EMINGUI6NER a,�e sYSrQ-r v�.a vmm.e� _r�MPO dRY ENGLD�LRF°�: PROYIDE TEMPORARY DUST AND DEBRIB E—+ cp� Pan�t t�c� EPIGLOSURES 70 SEAL 1�-IE WORK AREA �ROM tNE REMA(NpER OF `CNE DJ�i DOUCI�FA,N6 FE+C� FIRE EXfh�alliBNER CAdINE1 M.D. MABONRt'�!°�NItYs RE81L RE6111ENT VF. VII�IYL P{16RIG �- '0j-�"�" �' G°'T���" ara. covEra�a�iae RxG ri��+oes c�sn�T '� �dit°'K' �*t� -�At�'a-�°� � pA� - REF �n�t v.t vrt�m.r�t.e EXI3tINCx FACILITY, PROYIDE TEMPORARY�ENCLOSURES OP PL7'UJaOD AND e��. AMERIGW GOFIq�T� [W GALILK fINW � � H.VAG F�!►TUIQ✓vENl'ILATR�ICs/+4(1t PNL �AF�L CDR CEDAR DN DA1N - FPL FiREf°1.AGE t.ONDfTIONpJCs t1AX HAXif'�t7 PD. PAMIG DAR RA f�1lJRN,41R ' M6D TALKCOARC! v1UL VIM'L IUALL COVERMG� .aa �ca�irusrmm�oa cu3 c�r�nac� Kn. Ne.avr outr nECE+ r�c�uwicaG. �an. Pa�ne 7ou��a�e+�R �eev �,�naiort r� r�►.e�e v�. v-roaar ree� PLASTIG MEMBR4NE AS IUORK PROCxRESSES TO 8EGlJRE AND PROTEG _ ea pouNa�our rvG. nnas vnLVe casarer rr.c, nECicme caen�t � Rx �+r werie tv t�t.eHeiort a�t oR,a� r� Fnv��imoF PTae. P,ar�ie rowe�+�c�ro+a TNE SIJf�ACES t0 REMAIN, BUGN AS JAMBS �i�lD SO�FITS OF OPENINCx D ARGF11tEGT6 � �T ARDD DRAMl+fsE BOARD PRT. FIRE-l�bISTANT TREATED d N'f F�.'KaNT MED MEDtII"t PAR P r�RpL1.EL R.01U. 1lKi{T GR UlAY TEMP TQ'�flED,TEFB°ERATUIQE AIb�G. /�tiERIGW MSTITUTE OR G G6TITA'IEfER[8) D.T. DRAM TILE RJli. FAlE-IlETNlDANT HG. WOI.I.OW GOIRE� _ , , e�� ��ioN c.,r+.T. c��ic noaaic tr� � "� R �� r�c, r�a corra FINISNED �L.00R SURFAGES. FIT1. _ 410LLOW METAI. PaD. P�4RTfGLE COARP MB ' MEMDI� RD. FfOOR DRAIht 1Z T�IYlRAZZD UJ6GT WAIN6COT MIDJ. AI'IERIGW NATIONAL BTIWDARDO GT. CL�RAMIG ttLE DWG DRAIUINCs FLG FI.�4611IIJ6 N(OIZ.) NOIR17AN7AL MTL METAL P7N PART(TION . f�.N. l�OOlr HA1'GH ' br6111UTL � CFLN'F'ER H,d. H066 61D P'N"1T PAVfl"�NT , ,�,Th ,W1�21CJW��FOR 1.EbTQ�Ys , � ����+'�� D� � .�,�"� � �.�e�i� � ��,��� _ �� �Ta-�' � �sra. �' �°'K' _ � ��+�� � ��-�'� TFMPO dRY �LPPD}37�.,�.S,ND SNORWCs: PROVIDE_ALL TEMP�RARY MRD METAL I�DOF OEQGNG pgNp F�ENDANI � �� tP 70ILEt P•aPEF!NO[.DER LLLTl1l WALt TO WALL � , �,�, ��carro u�r�+eieaes�ur�e � � e�+��� . �O �O°R�� '" �'�f8' re� �o�are ro� � - ��+�""''� r�. TOILBT PARTITION w,G wa�R u.oe�r BRACIKCx, BHORING, C-�UYINCs OR OTNER MEANS 70 AvOfD EXCESS �a. a.aaQ ew+M � ���a���� � ��� �pe ��r�R +� +�+� ra+- T���� '�° �4�0°'`"'�' StRESSES AND TD I-�O�D NEW AND EXfS71NCi STRUCtIJRAL EL�MENtS IN � GLR G.EAK lANCE) FA. FLOOR LINE Mi MILLIMETCR!8) RD� 1�7COER DABE T�s TON6l$.�WD CalCDOvi UJR WATER R!'PELLPNf ,4wa,. �c.�w w�csuac.� � R� r�ooR�are °'�O �a11°�'� � �+���� � �r� �.r. �Tit.� r.a ra�a�esorra•+ u�e uu�ttn�sroP PLACE. DEBICsN A SYS1'EM WI-IICH UJILL SAFELY AND ADEQUAtEL1' PREI/ENt ANG �ANGHORKi� q.b CLOBlAFE FLUOR FLUORE6CENt IJS�G. MbTALLED 07 CONTRAGtOR MNt f'llNll'At1 1mLA8 RI.A6TIG TD�. TOP OR DEAM IUf IIEKaFIT GLGb G.06QT ID. M6�DE DI - � �DO1-1 - c,u cao uwrae ' R-"'• �-"�"�""T �.en. M6TALLED DY CfF�f�A - MIR m"�°'� *l.a,+. ���,�,i,�►� , r.oc. ta°d'co�*e wwr. u�e�a w�e�ae�� �COLLAPSE OF ADJACENT MATERIALS AND WNIGH WILL PE I , ,aNO� ,nNOCi�u � �� �a � �, r�oornra, � ���y��� Miee rnae�.tn�aue '.�, �� �,�, a,,�n-�,� TAD Tar�oR e+eAM u�+a w��-ara�R CON87RUGTf ON OF tNE WORK 70 THE ARR4NCsEMENT SHOW�C UN tNE a� a��A� ca� cor+emwrrani eF. �+�ace � �A� x�r n�re�ae � r�� Pn. �.ar�Ln� ' ea� 6� TAM. ro�o�i� a�ea r� uWVa �u�E DRAWINCsS. � - _ . _ - AI�CN �Sl�C�IITL'G7 flRlal.) GOI'�f COMI■Al2R�EN1' F.JLL EAGi WAY FR l9ROhIL"fD),fRJG) MTM MTEAI"�DIATE MT hiOINT fMG) PG. F°LATE Gl.�bb tObT bN4D8TONE C'.OI'1P COI'Il�OE710N 1CGf1PO611L) EL�C ELEGTItlG(/u.) MV MVERT lEDJ PLT I°Ll'lIL�OD f0) SEAL�WT TAPI.. TOP OR rl.A1E W1s WRL�D Qd.Abb ,qp ,q�q�qM pQpR ��r�p,pp !'ITD M�OlN7EG ' TDPLY.70P OF P1.YUJOOD tU/ WITN Revisions. ,� ,,,��,T� cu"n'�e car�ee rm't'ow,t'n+-�' �r°• �.ecn�ca-Pa�i-p°'a�' �A ��,�R ' riov ravani.� �T �T °TG °�'0'� rv�e roP oa�x� wro wit�+out DEMOL1tION: UINERE EXI°v71NCs CONStRUGtION 18 TO BE REMOVED, SUGH AKi AVLRI►4E CONG GCNGFETE EJLLG ELEGTRIG WAtE1t GOOLER P.IA. RAedISFIED AND MSTALLED T'1A. CULLION Pt POMT 6EG1' BECTION TAb. TO}'OF BLAC I1D UJOO[i CMlI CGNpiETE MAbOrd!'1'lI�UT EL ELEVATION CY OTHER6 J.G. J�WITOR'&GL08ET N�,C. NATIONAI.ELEGTRIG GOC3E !'1/.G !°01.7vM�'L GNLORIDS E�tCr SFIEATHRdCs � corri c,a,r�cna+ E1.EY ELEVATOR ' PE. Pa�.aM�� e�tr e�er T�o.en-. *or°a'er�t- wn. wooe aaes REMOYAI. 3NALL BE DONE CAREFULLI' AND ANY DAMACzE 70 ADJAGENT DRB APPRO�/ - ea�rr �T Ra.o. ��a�a er otr�e JT _JOMT r��a. ws,r►ara�.w�as�o�ct�oN 3-21-@3 , . _ � � _ cayer coNe�a,icra,► �x �r � �r�,� JF. ��.�oa�r�u.� A6ppGtATION � �m�io�ca�� . bnacx,4�1�,'�`"� Tl,°,n�, Tm°P,�,�� �' „��ur �y SUR�ACES-TO-REMAiN SN,4LL BE PA?C1-lEC► AND REPAIRED t0 MA7CN e:e�. con�araae�av � aei.oe�naees , �, �,��,,�, �����T�� Ea �� � �� --�h w►r w+nnaa. � r.,a�.�., . �ma,,ii,,���T�y ra Ta,�ea�¢ EXISTINCs. M�,KE SLJ�N EXPLORAt(ONS ANR PROBES �45 ARE NEGESSAl�' P�RM 1' E aet. ee�.ar " co� caarn,aioue ae cotrrn� �aun� �rxu�r �" � wc�t.aTe w�4, �a�ae�eaucrra� �r.� rau�ma�aaic r� . r�.anoNa,.Aaaocraro�+ � �� TO ABGERtAIN ANY REQIlIRED PROtECtiYE ME�4vlJRES BEFOR� � . J _ � �� CONTR CON7RAGT lLil� EbT F.EtIMAi'L' PI.J'. POt1JD6 pER 41t�AL F'CC7t _ E�.V. 8NEET YM11 Fi,.001t GOV�RDrG� es�r ainr+a�a�e � ���T � �� �,�„� ��y�M� +o '�a��u�' �' *1O1c�o�'�'� P,a� �xwb�eau,,ua��'r enK enmt.a� �T.i.�, �� � ����,,� PROGEEDINCs U11TI-{ DEMO�ITION. 1P�RIF1' EXISTINCs �vTRLIGtURAL GONDiTiONS , � �� r�rt Nor,nrat. P�a• ��'����''+ °" °1'�-E'� c�.�,a�� PRIOR t0 DEMOLITION. REMOvE ALL 1�ION-SALvACsEABLE 1TEMS FROM tHE coR co�ae�a�u �e� ex�ere� r,at.v , rsa�varize� N,�, r�-co�en� +�ca r�+eecAer car�rE s dcY ° �rn.x�+r C , �iA � �� E,�,, �,�,��.T w, c�u.vnruzm nmor+ r 517E. S�NEDt1LING OF DEMOLttlON AND NEW WORK BNALL BE � a�o�r�'�i am�e ca couNr�een�rc � �,�weia+ ca.e�. �v.varuz�a e�e�.sW�r �a. �aeeL w�t r+�-r+era.tic nee�.aa �ame►ca�ra� er. st.�vg � �orERrr�.nae , , - auc no�n+uraYe aQa cau�ea�ce� �. e�cr�weiora ron�rr � �cT �r t�� ��►e iaeoR,aTORr cra�� rio Pan�cr r� �a�a ar. au�,�on�rr uc wa�ecuT a ,�,,�,a�„�� Town of Vaii � �� c.ao u+�c� �,e,, raor,�t.icant.s,[AVAiLACLE) �- �*����- �A �-�'�-O°C1J° � "'1D�"�JND �,� COORDINATED BY TNE CONl'RAGtOR Wf7N TNE OWNER c�¢,c+. ueves�aatt+ ext Exre�aoR r� c�. a�. ea�.x�eo�e w.. um�r�Le+eoRaroiei�a �7 ��� �o�� c�. aaic�oor e.ipa �ae nra�,aT�a�e wa. �cormQa.cr tow �a. t.ao eo�r w. riar n�u��a �+° ��'' ' aJo.a eorrcr+o�e�.arf Fn�ia+e,-a� � �.aaa.�axn,rs �ar+ i.ahn�wrs ro� w.c. rwr a�eoNneacr ri �+erir trt.� eP soumtw�ooF u� u�n+�s� x• r�� �,G, ea,-rc,.�cP co�rs GY. G1d1C T/�RD _ M whe�x S�!�!�F: EXCEPt fiOR EXIStINCx GONStRUCTl01�! TO 8E DEMOLiSHED, AT , NO tIME SHALL CONtRACTOR ASSUME SALvA�CsE WITNOlI'� WRfTtEN _ architectura 1 s mbois mat�ria l symbols PERMISSION FROM TNE OItJNER a r sit� pla� symbols � � _ CLEANING: DuRINC� PROCsRE85 OF 7NE WOf�K, DO N07 ALLOW ' F,L,�r+ � BEGrio,,� . AGCUMULATION OF SGRAP, WASTE MAT�RIAL AND OTNER ftEMS N07 , , � ' � _ � REQUIRED FOR GONStRUCTION. At COMPLEtION O� TNE UJORK, REMOVE � d� CQ�D ' �x�aT�n� �saTU� PROP08EI? ex�sTrr� � FEATURE p+QO�oaea �u+w� �,6,,�µ �►�.Twoae ALL SURPLUS .4ND WASTE M�4TERIAL, DIR7, STAINS, BMUDCxEg �lD MAKE �;L /� �ui�eir� seerioni s � ��"�'a+ +'�m"►N��, , `�F----�.. ►w�e MINOR REP�4(RS AND TOUCI-�t1P ,4S MAY BE NECESSARY TD MAKE tHE . _-�-----"�'"tm� CONtOUR .----"'�^� � 81°07 ELBVATIOf�1 r CPLAN) AI*.r A1�3 � ti11TH i�IN�B E8. � ►s ua R�� �IN16H LLJOOD _ c'9 O - - _ _ � NYCRANt � � � PROJEGT READ'i' FOR OCCUPANG't'. K .- _ �, PROPERTY t_IPl'k* fL ��� � � • ' _ �� g vaLVe --►�— �uu�i.s � - -�., ' ��us Fi�� c�or•�►.T+�NUa�ust�� M,47CF�# EXISTfN�'s: UNLE88 OTNERWISE NOTED, AL� NEW EXTERIOR FINISHESt � $ RG � �, CEhITER L E ^ —DQ— _ � gASg MENt/SE1'BAGK ------ '-'Q� UTILITY POLS '-'�" sUILDING BECTION � �'� STUGCO, UJINDOWS, tR(M, NARDWQRE, DOORS, LIGN1'iNCs AND OTNER 'f 9 —TrT— IRIGi-IT OF WAY CELEYATIOTiI 'a� (� �� � � t�s�o�eR � To� sol� ��piec�a�r+T`�QUO s EXP06ED ITEMS T4 MAtGN EXIStINCx. � '` - �—� FENGE ° �- .j, . � - � �..tGl-tT T r �J_AZINCs: GOMPL11r U11TH STAtE StAtURES, UBG AND .4N81 �9'I.1. f c��\'`� 9T STORI"t Dl�AIN ^ gT ,�, 81� _� �� ��v WALL TY}°E �� ASPHALT PAY�NG/ r�g�pF PLA9TER / ` 98---�- BANITARY S�WER gs O MONl11`1�1�it OO S MARiG ROAGb�G MAT'L E_ _ w WATERL11�18 W O METER P(T � WALL SEGt10N A'f � � �eo��r�� � e�aTr �HSU�..4rion� FIMSNES:, ALL �INISNES, �IXtURES, NARDUJARE AND EQUIPMENT TO t3E SELEG'fiE0 B�' tHE OlI�IER AND iNSTALLED Bh' CONTR4CTOR IT 18 YHE - E ��.�cTrx�e L�r� E p MANHOLE � ��a* POOR MAI'�a'!C ❑ oR C] - (� OtUNERS RESPONSIBILItY' TO SPECIFY AND GOORDtNATE ALL MTERIOR Date: 4/10/03 ° G CtAB LINE �' �' GA7CH DASIN '�' - � + �"' ,� •,, .,r gTONL° 1/�NEEP2 { �R�GID INSULATION - T • �'iR'��� L DRAWWCxSf,4NDNOR ALtERNGk ES ARE t0 BEUAPPROYED B�' 7 EpOti�lER _ T tELEP1-i0lVE LINH O GLBAN OUT P �3 - �`/ CABL� TLL.EVi810�1 �T� � OUTRALL/N�ADLLIALL � .ozm W!lTla�'e�9e WIPIOOW MAl�IC O " V�l���".�GUT 9TONE WOOC �+TU� - - � eABINETRY: ALL C�4BINETR'Y' To BE DESI�NED IN GooRDINA7iDN WITH THE ProjectNo: 260�09 --- AR.41NAC3L= LINE.' ••• � �ENCHMARK � DSTAIL IDLQIiJUP �7�7�]� �^ LtMtT OF iLOf�ZlG PLAN"A" -�- dORING LOCATtON -�- REVISION Q f�1%/////�GOt�iCRE1'E DLOCiC ?�v v�G METAL 8T13D OUJNET'�. L :LLLLLU INCIGATION ��tRi� L�MECb �( ^ : TNE GON7R�4GTOR SNALL �UR�118H ALL Drawn y: 1 MATCH LINE X SXI8T1PlGr TREE � � ) � �" pT�py � �BTEEL CLG. 9C-ALS) EXI9TftJCs TO REM<1�N �+�� ��/ .0 'HEC�SSARY MECNANICAL, PLUMBf1�iCs AND ELECTRIGAL SERYICE3 WH(GH �°B� TR�E TO HE REMO�/ED � ELBvATIOPt Ta'�""�'�-r'�O° �- - SNALL BE "DE51CxN-BU(LD" t0 BE REV(EWED �OR GOORDINA710N WI?4-4 MARJC tc+m'-m"{` `� "" }�MOYE HX19TIhiG T� � � TRIANCsULA7fON POtIVT CETAIL CUT A�� R3tv<'nat �G'APBUM BOAl�D CLG. ec.aLe� _ _ _ _ q}�NItEGT AND APPROVED 8Y OU�IER . Checked by. itS G1fNVi4�u�ew m im zm 4m STt�1GTURAL: ALL NEW STRUCTUR4L S't'EEI. COLUMNS AND BEAMS TO BE , ` CsRAP1-�iC 3CALE $ a�u�� T�t�� 2g • n�,awi�� TITL� �L�VATI�I WRAPPED WITN l2) LAl"ERS OF 1�2" tHICK tYPE "X" GYPSLlM BOARD ,4ND Sheet: ELEVATIONS 1/•4" . 1'�m" � - , . A.� � � 70 GONFORM WITN TNE APPROPR(A7E U�. DESICsN. , _ ��r�WOOD8IDING �WOOD ��� l����1�!llJ c,uANC� 5 t0 WORK: A,NY CHANCaE5 t0 tNESE Dk�4lUfNCsB ARE THE ��-►+� 9TON� � � �L�s REBPONSIBfL17Y OF tNE OUJNER AND tHE ARGNI7EGT SNALL NOT BE NELD RELATEC 4 3 - ACGOl1NTABLE FOR 17EMS, CONDItIONS, EtC. EFFEGtED BY TNE CHAt�ICs . ' ' h10fQTN .4RROUJ D�tAtL CC1T A14 AIZ � e�EttusHt - BL=LOW OR AL'SOl/� �e�leT �BT�LiGGO T�� � � r � � ��Rt� , _ _ � � �2��0 SMA + � - <Y.+�._. � _ _ - � .� �._.�.w.�..__�.__.�a� _ . . 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PLANNING, INTE O DEPENDAN UPON �'4-{E EXISTf�[Cs GOND1710N5. �4LL � ` � � • � � • DIMENSfON OF ?NE HEW ADDtTiON SNOl1LD Main Office: Vail, CO � � � � , AGCOMOD E EXISTINCx GONDITIONB Ci.e. THE 1000 S Frontage Rd W, #300 , -�, � • , EXTERIOR fNISH OF TNE S70NE 1/ENEER S1-�OULD �3E Vail, CO 81657 � FLI�SN IUITN HE 5TONE YENEER OF 1'HE NEW ADDItION Tel: 970.4764433 �} � � `� ALONCs CsRI LfNE "A"J. CONTR4CfiOR Ir-v RESPOSIBLE Fax: 970.4764608 _ , � - � � �� LJ � - � 1 , �OR FIELD �/ER(FIGA710N ANQ MA7GHIN�s THE INtENF . ` ' � OF 7NE DIMENBfONS SNOt�I. Denver Office - ' � _ � _ _ _ � r _ _ _ ,_R _ � _ _ _ _ � _ _ � ' � . . I ( � 1617 Wazee5treet, SuiteC2 ` , - - - .- - — - -� - - - - - - - -- - - - - � — � � Denver, CO $0202 y , r ` � � � { �, � • • Tel: 303 623.3355 , � i , �` � ` � C�sAS ME7ER PANEL ` ' ` . ' Fax 303.623.2262 � � � � . , f . ` ELECtRiG METER � � �vww smarchs com - , �,,, � � PANEL � , � — —` , ` EW O • . � � �ms �e�s '� ` ` ovE N � • . � 70 M T � . 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WIRE M�SH ,}� _ - - , � ' Main Office: �Iail, CO .r.._�._..� ���, ��,7 ��' 1QQ0 S�ront�tge Rd W, #300 � � � ` I; Vail, CO 81657 � tt� BACKER ROD t SEALANT _ EXPANSION JOINt � 5/8" 7YPE 'X' FIRE-RA7ED � Tel: 970 47d 4433 PER MFR 8. SPEG. �, Fax:�97�47G 4608 5/8' 2" 3/8" � Cs1'P. BD. SNEAtNIN�x ON " , , . �18u� .�. EXP�JdSiON JOINT EAGI-1 SIpE OF STUD UJALL � �• Denver Office � _PER MFR`S. SPEC. �' � PLYWD. SHEAI'HINCx ON �:.,,; t617 Wazee Stree Suite C2 3 ���� � ��� ������ � _ EXTERIOR FACE O� STUD9 •:�:•'.�:•'.•,�•.•:•'.•.� Denver, CO 80202 - , � RE: Sl'Rl1GtURA� �'—`� --���� Te(: 303.623.3355 A�.G'� �'-J'CALE: 3" = 1'-�" cc� �. G , PROVIDE M�TAL Fax: 303.623.2262 ` - DODR �RAME PER { � �v ROUGH SAWN 2X �.�� WINDOW FRAME W(tN info a smarchs com �LASNINCs ABOVE � _ " ' DOOR SCNEI'�U P. � LE LENCsTH ALONCx CxY � WEA71-1ERSTRIPPiNCs www.smarchs.com ` UJAL.L ASgEMBLl' - BD. g 8° IN LENCxT4-{ ` , ' PER WALL SECTIONS - � CsI�R�CxE DOOR AS •�'�' � - �Q 'i�cE: A6.2 � 3 1/8" � SPEGIFIED 1N �;'.;. ``� 3 /16" 1 15/}6 ' � SGNEDULE � ' , , � � '••�•; � DOOR FR4ME PER , DODR SCNEDULE EXPANSIDN JOINT - - PER MFR'S. SPEC. - N T� GAULK - , � WINDOW PER � - � ^ � � � ��� ���� � � WfNDOW SC1-�EDULE O � = A�i.m SC,4LE: 3" = i'-m" - .� � _ __=� --�,� --�-_=� --�. � S ������ �00� J �1�C� � ��l�C C O Q � - �, ��.:��........:....... _ � - - - _ = A�i.m SCALE: 3" = !'-m" l�J ( �� O t� �fi� �� � � � � �m � O _ � � � A� � SCALE: 3" = 1'-m" � . � DOOR OPENINCs R�: PLANS � � � � � :: LATEX WALL GOAtINCx STONE VEN�ER � Q " ExPANS10N JOfNT WlNDOW PER -e� �•-� =� ra/8" 2" 3/8" PER MFR'S.-SPEC. STONE 1/EN�ER WINDOW SGNEDULE � W � " 5/8" � �.�.7 � BAGKER ROD # SEALANT PROVIDE METAL � � 1 � ��Q� J��� � ����� �LASHINCs UNDER � . , UJ�NDOW FRAME � ^ 5/8" 7YPE 'X' FIRE-RATED ' � Q7.m SGAL.E: 3" = 1'-�" C�YP, BD. SHEATHINCx ON M'�'� � _ EACH SIDE OF S'CLID WALL � Q �"' i 3f „ 'ROVIDE EX7ERIOR CzRt�DE � w :1'P. BD. ON OUtSIDE FAGE) -d- O - , n � • � I �I ��2 � ,, EXPANSION JOINt � � - � 1 �JS l '-��`� 2 5�8 DOOR tHR�SHOLD PER 1"(�R'S. SPEG. � t FRAME PER DOOR � H � SGNEDUI.E ROLiCsN SAIUN 2X WALL ASSEMBLY - - q 4 . . Q o � W�A7HERSTRIPPINCs _ � '• PER WALL SEGtIONS Q o a a a —��' .- RE: A6.0 ; ° Q °Q p a o ° ,� � oe GsARAGE DOOR AS o ° SPECIFIED IN a � Q ° � � a , � a ° o SCNEDULE �. . . - d � ° ° � ° p � � ' � . � �� \ `'"� r o ° 4 4� � � A � 1 I �-1 � �rl I I—f�I ° a � a � a I I I�I I � , _r r - . I 1=! l 1=i I 1=1 I 1— e° 6 °` ° � —1 I IT( 1 I _� CAULK , � 1 I I`{ I l.—1 I 1=i I I . ° ! f I—I I I DRB1APPROva� . - I- 4 � a � 4 a- -� � 3-21-P�3 PERMIT SET " 5 ���� � � � ������ � 0�� �� �� � � g ������ �0�� J �1�1`� � ��O�l� r� �Uf�l�OUJ � f J� 1� < J ��� � �1�.� �.-2�-m3 � a�.� SCALE: 3" = 1'-m" �1�i.m SCALE: 3" = 1'-P�" �4�.� SGALE: 3" = f'-m" A�.Q� SGALE: 3" = 1'-�" � , , , _ � I�OOR SCHEDULE WINDOW SCHEDULE - � MODEL DETAIL � _ MODEL WINDOW DETAIL _ ' MARK UPiIT SIZE (W x H) LOCATION �� HARDWARE HEAD JAMH SILL REMARKS �g - MARK UNIT TYPE ROUGH OPENING (W x H) HEAD dAMB SILL F'RAME-TYPE FIRE-RATED HD. HT. REMARKS ° � � �� � �� � 3!4 NR �IRE-R,4TED iP�6a A - PIGTURE AWNINC= � �� � �� � �� �, Q� �o�o 10roa 3 -0 x � -m CsARACsE BAY 1Q>6 } I-�M. 2 6 3 5 � -0 x �(. -m 1(d 11 11 ALUM-CLAD NON-RA7ED 12 -� � _ 10�ob 10`-0" x 11'-6" CsAR�4CxE BAY 106 3 MEtAL 3 7 8 OR 9 5 OVER1-IEAD DOOR TD MA1'CN EXIST(NCs 106b B - N4T USED - - - - ,�' - ���� O G _ NOl' USED KU . - � � - NOT USED - - - - - - - - - - - - - - OT U ED - - - - - - - , - - � ER R � � . . ` � - OT D - - - - _ _ _ - -1597 , - - l,Uf 1�1DOUJ 5C��1�l�L� 1�10�'�5: �� ���� _ 1. PROVIDE tEMPERED GcL�45S AT ALL DOORS UJITN C-cLAZINCs �`�f0 C�� - '� . r WNERE REQUIRED 81' CODE. A� , �.'_�" 2. SEE ELEVAT(ONS FOR UJINDOUI CONFICsUR,4TIONS, DOO� �ES � � � � , DOOfi�' SC��DU�.� NO�"�S: '� OPERABLE vENT LOGATIONS AND Ml1NTIN P�4TTERNS. ------- � . � , � � � - 3• l,tJfNDOU1 SIZES AND CON�ICxUR�4TIONS ARE FOR CxENERAL , Date: 04I10I03 ,_ - ' 1. ALL DOORS t0 BE PAINTED, PER I N F��'M A t I O N O N L I'. �I E L D 1/E R(�l' A L L S I Z E A ND D I M E N S I O N _ �i �� J�i � �i �� OWNER'S ,4PPROVAL, UON. 61 / ` REG�UIREMENtS. P r c�j e c t N o: 2 6 0 Q 9 � �. R��E R t 0 S T R U G t U R E ��R N E A D E R R E Q U I R E M E N T S. � � 2. ALL DOORS 70 BE 1 3/4" TNICK � � , � �i �i �� �� �� �� UNLESS OtNERI,UISE N07ED ' �• NOMINAL SIZES �OR DESICxN INtENt ONLY. UNIT SIZE NOTED NE,RE _ /� IS LES5 7H.4N ROUC=N OPFNINCx SIZE. REFER TO WINDOW Drawn by: DX,JEG MANU�ACtURER FOR DETAILS. ' � / /� � /� � � /� /� � 6- PROvIDE SCREENS �OR ALL OPERABLE vENtS. , � ��� �� ��.� � �� � '�• HEAD NE1C�N7 (s ABOvE 70P O� �IN(SNED FLOOR - Checke� by: _ I{s � � �� — . � _ \ � Sheet: . � � - - _ i. �XTERIOR 2. EX7ERIOR , - • _ a � 1 � ��� ��f�� ��l� � � 2 � ��� �1� ��T�°f� �l�l� � , , A�1.� SGr4LE: 1/4" = 1'-Q�" _ , �4�.� SGALE:� 1/4" = 1'-�" _ � _ _ I _ � � � C�2000 SMA " � �. - f� � E � ' � I � - , [ � ` , . � , , F 4 5 6 � Segerberg Mayhew ° ' . - " � � &Associates Architec�; � { ` . �s'-2 3/a° P.C.-A.LA. - ,14���w Qr�Ow ����w � � _�/ ° ✓ � Y � � I � � � - t t I ! ' t � � � , R , , , , , ARCHITECTU�tE, • _ f I l I PLANNII�(G,�IN1'ERIOIZS , r , I I I ! , � ' ' ' ' Main Office• Vail, CO - - - - - - - - -- - - - - - -- � � � � 10�0 SFrontageRdW, #300 E Vail, CO SI6�7 . - - - - - - —+ - - - - —, - - - � �rer ��o a��aa33 ' ' � - -- - - - - - - - - - - � � � I I F��. ��o���a��s ,� I � � � � � Denver Office , , 1617 Wflzee Strect, Surte C2 . � ( � E llemer, CO �3t)rO2 Tei 303 623 3355 � i ' � 14`-8" ( 4'-O" ' � � F�� 3(13 G23 2262 ` 5 I ! ' I � 5-3 � � � �n���s narclis com _ , EPQXY-DOWEL I I � � , - �5 X 3'-O". 6" [I00'-D"J Iqq'-4"l IIDO'-O"] , , DEEP �NTD EXIST�NG I I ' " - FOUNDATION WALL � � ' - -- -- - - �- - - - - - - - --�— t -� � � � , _ AT I'-O"_ _ L - - - - - - - D ��- - - - , � I �-- - - - - - ^ - - — i- - - i + [q�i'-4'] � T 4 4X i � ; 6'-O") — — — -I BRAGE 3/8 "ry ` I � t� i � WALI. f 1N8X24 � i -I STEP �OEPTING �' 4'-D") I i i � � io � ; , ` � I ' � f I � i � ' tl1 � 3 ; ' _ � � Q ; � � � � ; S-3 , � � 5" TO 6" SLAB-ON GRADE i � � � i O � � - � � I WITH (�)-6X6 .IXWZ.I C � � TS 4X4X3/� � " � W.W.F. (REM VE � � I BRAGE ' I EXISTING 5 B-ON � � � � O c. � � � � � � c�rzAD ) � i ; ` -. - - - - i � - - - - - - - - -r-�-� i-- - - � � U � � ( ; ; i �i�" _ , , I f ioa�-o� � � I i /METAL O � n' � ( l f GR�4TE � �+ � � I N ' S�AB � i � � �8" Sl.�4B � � � EXISTiNG I i � � i : � : FDUNDATION�� � � � THiGKNE55 � � '�+ �,� , - ' � REMAINO � , G'-G" I � i 1 f .-, BRAGEX3/8 � c i � r-� - ( I OP O F t � i � � `t W 8X 2 4 Q' 0� � t�Ci '� � � ROTARY INBAY DRAIN ( ; ' . � � w W s � � SL �IZt HOIST � ! LOOR � � � 6 ry � T , I �E N D � i i � � MG8X8S � � � , � , - a � � � � � I � p �- � � � �s x i��-o° Ar �n !� � w ` � � _ _ _ 5-3 N ( � i i � I'-D" IN TOP p d- � �" - � r � � 5" SLAB - - - - - ' � I c�.��- - � g � � _ ( � � � T5 4X4X3/b � �� � ! ' � AT DRAIN � W8X�4 H ! THIGKNE55 I i ; � 1 BRAGE d r I SLAB 5L4PE PER � � � � ' _ � � ARGHITEGT AND HOIST ( � � I 3 � ' MANUFAGTURER'S �_3 ` � I � � REQUIREMENTS � � � � � � o I � 100'-O" � � � � � 7S�4X4X3/B Q1 , � 4 � r I TOP OF i i i ; ' E Bi2 GE � , _ , , � � SLAB i � � , ' (qb'-O"� � (q4._D.�� � i � � _ � r _ _ J � i , -- - - - - - - - - - - - I -- - - -- - - -- - - - - - - - � � � W8X�4 � - � - - - - - - - - - q _ . _ ; -- _ - - - - - - - - - - - - -- - - -,- - - - - - - - - - �- - — - - - - � � r (�1G'-4"] � EPDX1'-DOWE I WALL ��"�" X 8" X 8� STEEL � ' a5 X 3'-O". b" � STEP EMBEl7 PLAT WITN R�VIS10riS: DEEP INTO E i -riH � < <2�'si8" `° X �" Permit Set 4-10-03 - F�OUN�7(ON LL 5-3 FODTING � 5TUD5 R ANGI�OR t - � � 5-3 � - ' d '1 I/ " 10'-3" f STEP ' I Deck Revision 4-24-Q3 � , - , e - � ' - 11'-10 I/�,• ,_�t 1/�" 4'-D" _ ' � . ��'-8" 6'-0„ � , ; � , , �. , � � , � , � k - � � _ 1 I ( � f � � � � �� _ � � I I I I � � � � � � � ���� � � � �� �. � ��r� i �� �.�4�F�,�r� � - � � . �� ��� � � � , �� r� �o�r� r� � -r � o� �� �� �_ ���F�= t 1/4 a f -O -.r'� -a � FOUNDATION NOTES: , a . � , . � . k � " 1. DATUM ELEVATION 100'-O" EQUALS THE EXISTIN6 BUILDING GARAGE '���'�//��,�y�y�, � � , - � FLDOR SL.4B EI�E�/ATIDN RT TNE EXISTING GARAGE DOORS. ; , � 2. [XXX'-XX"] INC?IGATES TOP OF FQUNDATION WALL ELEVATIOT�[. r _ � , � 3. (XXX'-XX") INDIGATES 70P OF FOOTING ELEV.4T10N. Dat�: 04/02/03 �, _ - � � 4, GDNTRAGTOR SHALL FOLLOW ALL REQUIREMENTS USTED IN SDILS � ' , � - REPORr. � � � . � 5. GONTRAGT�R SHALL PLAGE (3)-�5 VERTIGALLY FULL HEIGHT OF Pioject No: {�017 ; ' _ ' W�4LL AT HIGH SIDE OF ALL WAL.L. STEPS HIGHER THAN 4'-D" IN ? , _ ADDITION TD WALL REINFORGEMENT SHOWN OTHERWISE. � � " Drawn by: TJM� G ' � � , b. - FLOOR ELEVATIONS SHDWN ARE AT TOP OF SLAB OR �4T TOP DF , , � PLYWOOD FLOOR SHEATHING. - '7. FOOTIN6 ELEVATIONS SHOWN ARE MAXiMUMS AND MAY NEED Tp Checked by: HS ; ` - � BE LOWERED DUE TO SOIL GONDITIONS VERIFY GHANGES WITH � - ' - STRUGTURAL ENGINEER. � � - , z � " 8. P�AGE SLAB ON 6RADE ON STRUGTURAL GOMPAGTED FILL OR Sheet: � , ' • � NATURAL GRADE AS DIREGTED BY 501L5 EN61NEEf2. � ` � , q. PROVIDE GONTROL JOINTS OR GONSTRUGTION JOINTS AS SHOWN 1 ' , - ' " ' - , ON FOUNDAT�ON PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT � , EXGEED 144 FT . _ a , - r - � ' � � ` t 10. GONTRAGTOf2 T�Q G{70RDINATE ALL DIMENSIDNS AND DETAILS ` � ° � WITN ARGHITEGI�Ji?AL DRAWINC�S AND EXIraTING GONDITIONS. .. - I v� - ' ' � , . , ^ � - ' t1. GENTER FUOTINEyS UNDER WALLS AND GOLUMNS UNLESS ' � ` � ` � , • ' � " � - � DIMENSIONED OTHERWf5E ON FDUNC7ATIDN PLAN, � s 4 � , ' ` , ' - � - , , y� _ , . - � � �C 2000 SMA . �o � ��� ' , - , � � i'os � _ � , � � ' � , �__ _ �. _ _- - -.- ~ " , . _ .. _ __ _� _ __�;- - -- - - . __ __ _ _ _ �� ._�_ _ _ _ �_ _ � ,._ _ _ �_ __ _..__ _ _ - -_ - - - . _ • ' - ' i � � i 4 5 6 7 Segerberg Mayhew • RIGID INi�-ULATION - 4 _ , AW7 NAILBOARD �� &Associates Architects ' _ Re� ARGH. J ,� � _ , P.C.-A.I.A. � � 4X4 GONTINUOUS WITH 16�-2 3/4" ' � � � ' � t2)-IQ 6A, X 5" DEGK � 14'-9 8'-0" 6-3 � SGREWS EAGH 3X6 � � , � � DEGKING PIEGE . i i i i 10 6A, X 5" DEGK - � ° � SGREW AT I�-o�� I I ARCHITECT`URE, ' � ' � � PLANNING, Ii�1TERlORS , � - - 4 � I 1 � ` � , 3x ra� � � � , Main Office Va�l, CO DEGKING I � ( I 1000 S Fronta�e Rd W, #�3C)O Vail, CO 8165'7 1e1 970�76�3�33 , 5 V8" X 18" 6.L. EXTERIOR STUD WALL - - - - - � - - - - - - -+ - - - - --+ - - - �- E I'a� 970�7G 460$ BEAM WITH WITH SHEATHIN6 . BEVELED TOP I � I � ' , FASGtA; Dem�er Otfice ' � � � � 1617 Wa�ee Strect, Sutte CZ MATGH EXISTIN6 ` � Den�er, CO RO?0? ' , . _ I � � ( � Tel 3G3 G2�3355 , " ` r ' � 5-2 � � � ` � Fat 3t�3 C23 22G2 � � � � mto g`�marchs com _ . �� �� ( �� � i � i i �ti�4�v smarchs com � � EXISTING ROOF � � � �/4. _ ��_�. - _ BEAM TO REMAIN � i � i - 5 t/8" X 18" G L _ _ _ _ _ _ _ ,_ _ _ _ _ � _ � _ _ � a , , � � 5 I/8" X 18" 6.L. 1 - SIMPSON LSTA IS E i � i - STRAP AT �'-O" EXISTIN6 � DOOR TO , ` � � � � - " R161p 1NSULATION ' - � 10 6A. X 5" DEGK � AND NAILBOARD REMAIN � i i � � " SGREW AT 1'-O" RE: ARGH. - NEW b)-2X6 POST (b)- Xb � O . , ` � �� IN E ISTING WALL I � GOL MN 1 - DO TO GMU WALL � � � ' 4 �� , � � � � H � � � o . 5 I/8" X 18" 6.L. I � � r� Q _ .p EXISTiNG RIDGE i �'������ i � o � � L„7 BEAM TO REMAIN { � M � ^ � i I d � i � i � i �'-, . . _ f - ; � � � �e�_ X6 � w o � � GOL MN � �� . 3X TdG DEGKING 5 118" X 18" 6.L. � � I 5_2 I 3 � CJ ,� � EXISTIN6 BUILDIN6 � _ � � � - R1p6E BEAM WITH i � y � BEVELED TOP WALL TO REMAIN � 5-2 t • �+ � � � r O� � !DO NOT REMOVE i 5 1/8" X 18" G.L, i r o� � � � �J ( EXTERIOR PLYWDOD � � , SHEATHING) � � � � , °J/4" = I'-O" 1 - i � i i i Q ►►� ` � � w " � � NEW �'6)-�X6 POST � I (6)- X6 ( �- 0 IN EXISTING WALL �� _ GOL MN � � G � , - - - - - - —vow�a-�o�ro w� - - - - �j - � DEGKING I 1 O � � � BEAM Tp ROOF i ( � RI61D INSULATIQN , 4X4 AND NAILBCJARD EXISTING RID6E GONTINUOU�✓- REs ARGH, i 5 I/8" X 18" G.L. � � � 1 ' �' - 3X T46 DEGKING � � , ' i i i i Q . I �+ ROO� RAKE OVERHAN6 I (6)- X6 I � , . t _ t � WHERE N�VH ROOF IS t GOL MN f � TO BE INSTALLED � k � !�?��s _ 1 { II i� I 1 , it � � I 1 - - - - � s ve�� x i8�� �- A � n i. � - - � - . � _ t t� i,� � � I � 1 f I -- " t � � ' � � I Revisions. , _ u i . i !4)-2X6 ` � FASGlA i � GOLUMN � i (6)- X6 , Permit Set 4-��-�� , exisTiH� � ' co� MN � Deck Revision 4-24-03 � 5 I/S" X 18" 6.L. B�AM i EMOVE AND REPAIR � , , ' WITH BEVELED TOP EXISTING DAMAGED I ! GMU WALL GORNER 5-� , � � ��J-I/�" m THRU � , BOLTS i EXISTIIV6 ROOF i i � OVERHAh1G FRAMIN6 � EXTERIOR STUD WALL I TO REMAIN ( � � WITH SHEATHIN6 WITH . 1� � (b)-�X6 GOI�UMN - � � � � � � _ . � � � � � a i � i � � . 5� �-r E or� .� � � � � � - � � , , �,4� _ ,�_o� � �� 1 � � I I I �Pp4�EA�srf - A _ _ , - s�' � p ,�„��t�`a� v � . , - � � ;r �7�� $ � � � _ X �� , - - � . , � �:ao� � ��r� � �� �� �� �.�� � � EXISTIN6 Td6 ROOF 51MPSON A35 GLIP � �N 114" = I'-O" ��/9��1 � ' ' DEGKIN6 GUT OV�R (F�AT) AT �'-U" AT , � �j� � HANGER BAGK TO DLD/NEW Jpi1VT �I � " - - RAKE WWALL ROOF FR�MINC� NOTES: F � t. ROOF DEGKIN6 aHALL BE 3X TONGUE AND 6ROOVE AS SPEGIFIED IN THE - - STRUGTURAL 6ENERAL NOTES, ITEM G.E ON SHEET S-3. Date. O�/OZ/O� � ' 2. RE+ ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS �- ` ' NOT NOTED. MATGH EXISTING ROOF SLOPES. , ' � 3. ALL HEADERS SHALL BE �3)-.2XI0 UNLESS OTHERWISE NOTED. ALL Project No: 6017 � � � _ HEADERS SHALL BE BUIL.T pUT TO 5 1/2" OR 3 I/�" WIDTH BY ADI?ING ' , EXISTINCs RAKE PLYWOOD SHIMS A5 REQUIRE[7. - , - STUD WALL NE W 3X6 Ts C� DEGIGING Drawn by: TJM 1 � NAIL TO '.�Xb LED6ER 4. ALL HEAG�ER9 LONGER THAN 6'-O" SHALL REQUIRE TWO TRIM - wiTH 1pa X 3 �/�° NaiL.S � STUDS AND TWO KING STUDS EAGH SIDE. , - - _ , ` AT 8" ' " 5. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM Checked by: HS EXISTING GMU WALL NEW 3X6 LEDGER NAIL SHALL USE SIMPSON PLATE GONNEGTORS UNLESS NOTED , Tp EX15TIN6 STUD WAL�. OTHERWIS�-E ON DETAILS. , - ' WITN IOd X 3 1/�" NA1L5 � , - AT 8" � � b. ALL EXTERIOR WALL5 SHALL HA\/E GONTINUOUS STUDS FROM Sheet: - � ' FLO�R TO ROOF (INGLUDING RAKE WALLS). STUDS SHALL BE �X6 - a _ - SPAGED AT I'-4" QN GEN7ER. a - � - � - ' - '1. SEE SHEET 5-3 FOR GENEI�AL NOTES. � !�j� �� � �� � 8. ALL GOLUMNS SHALL BE (3)-�Xb UNLE55 OTHERWISE NOTED. � � `,� , � � , , , 3/4" - I'-O" � � - , � o - ` - i � ` n $ � CO2000 SMA. �� . � ' , 0 , S, ' , _ - _�< � " - � , . � _ � e��..-.-.,�.-.4 , � �_�_ .�,.�.�� � CENERAt NOTES D ` REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WlTH " 3'-D" 1. L►vE LOADS USED iN DESICN SECTIONS 7,5. 7.6 AND 7.7 OF ACI 318, LATEST EDtT1pN, • `' � � E. NO SP�ICES OF RE INFORCEMENT SHALL 9E b1ADE EXCEPT AS DETA�LED OR EXTERIQR „�TtJD WALL 5" GONGRETE ^ A. ROOF 4,12 SIOPE 80 PSF r #5 AT I'-4" X oi —'—' # E:xiSTING Gr�u wALL S�AB oN GRADE t AUTHORIZED BY �HE STRUCTURAL ENGINEER, lAP SPLICES. NHERE PERIAITTED. SHALL WtTH 5HEATHING � Segerb�rg Mayh�;w t B TYP�CA� FLOOR 50 PSF BE A �AIN IMU41 OF 48 8AR D IAMETERS FOR N6 BARS AND SMALLER UNLESS �TIiERW15E '�O REh�tAIN WITH W.W.F. ON NOTED� MAK� ALL BAR5 CONt'INUOUS AROUND CORNERS. ` EMBED PLATE REc 5-1 5° SLAB-ON-C-aRADE 4" GRA�/EL $ASE - C. EXTER IOR DECK 100 PSF WITH (�)-�X6 W21,XW2.1 &Associates Architect5 F. PLACE TWO p5 (PER $" TH�CKNESS) WITH 2'-0" PROJECTlON AROUND ALl OPENINCS IN �X6 TREATED PLAT W W•F• ON 4" GRA�/EL �XISTING FLC�OR D. WIND CONCRETE WALLS, SLA85. ANO BEM�S. ALSO PROV►DE TWO /5 X 4'-0" DIACONALLY AT WITH I/2" C� X b" BASE `�LAB DRIVEWAY RE: PLAN P,�,_A,I,A, i, BASIC WINb SPEED 80 AdPH ' EACH CORNER, _ 2. EXPOSURE I ANGNOR BOLT AT '-4" ' C. CONT INUOUS TOP AND BOTTOI,A BARS IN WALLS AND BEA4lS SHALL BE SPL ICED A5 � � � SL�PE '' � E, EARTHQUAKE ZONE B FOLLOWS: TOP BARS AT 411DSPAN, BOTT0�1 BARS OYER SUPPORTS 8" GDNGf2ET� S�fAB (XXX'-XX" - WITH 6X6 W2 IXW2.1 W.W.F �r �`a r , � F, IIVE LOADS ARE REDUCED PER CODE �F APPLICABLE. 7 STRUCTURAL STEEL _ ,� • s e . _ 2 T E S T IN C, i N S P E C T I O N S A N D 0 6 5 E R V A T I O N S: A, ALL STRUCTURAL STEEt SHALL CONFORI� TO ASTAA A36 EXCEPT W IDE F�ANGE BEAMS � ' �5 X I Z'-O" f�'T 8" � �� ' ., ° •0•:O V.° 0•'O�•:O b.°•0•:o b. - � - • . • a . .� N� �" :0:0�:°:�'0•:ot�°�f'0•. ' . • o, o o. . o o. • o t Y1H ICH SHALL CONFQRbt TO ASTWt 992, � Oo•°.4. Oo°.���G!o°.4.��O,o°.0� _ (50 KS I) AND EXCEPT P iPE COLUI�JS MH�CH J _ .0•.o�. D•:ov. .0•:o� . 0•:o+r. •;ot�. a:o . 0•.o p•:a A. C O N T R A C T O R S H A L L P R O V I D E C O O R D I N A T I O N P p R S P E C�A L I N S P E C T I O N S O F T H E SHALL CONfORM Tp ASTI�I A53 ANCI TUBE COLUMINS TQ ASTM A500, GRADE H, LATEST �a, �V �S A T I'-4°� • .o�o••rr � n 1 �i -�L I�-'�J�� • � ' CONSTRUCT ION (pA ID FOR HY ONNER AS OUTL INED IN THE PROJECT �O d`` - -I�I-IT� . ..• •c� • .�.. •n • .�..• •c��• �..• •n '�4•��Oo�.��C�'O,o�o���0o�.�.n ARCHITECTURE, � � EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A5IZ, GRADE 50 AT HIS OPTIpN. ,� • � '�J- (� -r_ SPEC IF ICAT IONS ANO L ISTED BEIOM/ �N CONFORAAAMCE W�TH THE PRQ V i S iQNS OF ►Al SC EILAN E O US E 1�3 E DD E p �T E41 5 S NALL B E A 3 6 S T E EL. . . (l l� / 1 T lr �.��_�� � � � L� -I I�- P L A N N I N G, IN T E R I f J F Z S CHAPTER 17 Of THE UN IfOR41 BU ILD iNG CODE. SPEC IAL iNSPECT ION SHALI BE .�. • • . , , , #5 X 2'-6" EPDXY—� r ' � PROV IDEO BY A QUAL I F I ED SPEC IAL INSPECT ING AGENCY AS APPROVED BY THE LOCAL B. ALL STRUCTURAL 80LT5 SHALL BE A325N INSTALLED TO A IA IN IAAJIA SNUC T IpiT x-•,r-•:—Y-�—x—x." 1t—��— -�•-:�—x�--- «�'�`�` '� � ' ' 8U ILD ING OFF IC UL, COND IT ION. ALL ANCHOR BOLTS SHALL CONFORAA TO ASTM A307 UNLESS NOTED �" <"y a ' � DOWEL 6" DEEP INTD �D" � GONTINUOUS • a ^�j�( _ l OTHERWiSE. � e � - EXISTING FpUNDATION � -(ij_ � Matn Office V31�, CC► 8 THE FOLLOWtNG WORK SHALL BE INSPECTED BY THe SPEC tAl, INSPECTOR: °�� _ • - ;0•:Ofy°,�,�'0•: • ►"��L� _ �I1�= l00� S FTOnt�'t�c Rd W, #-'�+��) i SOIL PREPARATION C, STRUCTURAL STEEG SHALL 8E DETAILED AND fABRICATEQ 1N ACCORDANCE WITH THE �� Oo°.��Oo°. . , LA7EST PROV IS iONS OF A 15C "IAANUAI OF STEEL CONSTRUCT ION." , is ry� `sll �5 AT 2'-O" � Vail, CO ;31657 - �2)- '-� J � E=X15TING FOUNDATIDN Tcl �770 476��3+ a. EARTHWpRK EXCAVAT1pN. FILLING AND C04PACTION 9ELOW FOOTWGS D. UNIESS OTHERWISE NOTED, USE STANDARD FRA4tED BEAM CONNECTIONS WITH STEEL GON , �,_6„��a -V � e � [XXX'-)CX"] ��'4L'�' • �5 AT MID HEIGHT I`(it' 970-}76-16�R AND SLAB ON GRApE. 80LTS PER A ISC '41M1UAL OF STEEL CONSTRUCT ION TABLE I 1-A AND/OR A ISC S II�APLE st4 �o, f0' X 5' �` SHEAR CONNECT ION MANUAL WtTH A 325-N BOITS OR WECDED EOU IVALENT SELECT � � � _ • �. %} � 2 CONCRETE CONNECTION TO SUPPORT 607f 7HE TOTAL UNIFORA� LdAD CAPACITY FOR EACH CIVEN` ��_b° _�- Q (�)-�5 ° �� r ' DenverOffice 8EA1A AND SPAN. °�,,� T. � tt5 AT 7'-D" X � 1617 Wazcc Strert, Suitc t� o. THE TAKINC OF TEST SPECIMENS TO OETER�AINE C04PRES51VE � (XXX'-XX") LEGS STRENCTH, E. AI,L WELDERS SHALL HAVE EV tDENCE QF PASS ING THE A�AER iCAN 1MELD ING SOC iETY `" � g�� ry Den�rr, CO R!)2OZ b. PLACENENT OF RE�NFORCEMENT: SPEC IAl iNSPECT lON NEED NOT BE $TANDARD OUAL IF ICAT IONS TQ5T$ AS pUTI INED iN A1k5-D1,t '`��-O" ' d ALTERNATE j'�l 303 G23 335� , SIDES CONTINUOUS, 8UT MUST BE DONE ONCE PLACEMENT IS COMPLETED AND 6� I'a� 303 G23 2262 PRIOR TO CLOSiNC THE FOFtMiS, ITEIAS TO 9E CHECKED INCLUDE BAR F, MININt1A1 WELDS Tp BE PER AISC TA9LE J2 4 8UT NOT IESS THAN 3/16' CONTINUOUS ��-��� f'°c�, + SIZE. GRADE. OUANTITIES, SPACINC, LAP SPLICE LOCATIONS. EXCE551VE FILLET UNLESS OTHERWI$E NOTED. - • • �5 GONTINUDllS RUST, ANp PROPER CONCRETE COVERAGE �5 AT I'-4" X � ��,� � �5 AT I'-4" VERTIGAL — info�it�smarch5 com c E4IBEDDED ANCtiOR BOLTS AND STUDS. SPECtAL INSPECTION SHALL BE ' C. PROViDE TEMPORARY BRACtNG AND PRECAUTIbNS NECE5SARr TO WITHSTAND ALL ' AND HORIZONTAL . ''d • DONE ON A CONT INUOUS BAS IS, �TEMS TO BE CHECKEQ ARE PROPER CONSTRUCT tpN AND/OR WIND LOAD5 UNt IL ALL F IELD CONNECT IONS ARE C041PLETED ry �� • • . a 1�'�1tiv sntarch�c:om Q � x ANCHOR ptAbIETERS. E4IBEDMENT (,ENGTH5. SPAC�NC BEtV4EEN AND PERMANENT tATERAL SYSTEMS AND DECKS ARE IN PLACE �`*� ,, �� �-�---- �2�-tt5 , ANCHORS, EdCE d ISTANCES AND CONCRETE CONSOL IDAT ION AROUND L4X4X3/8 (ASPHALT GONTINUOUS ANCHORS. 8. NON-SHR INK CROUT MASTIG PAINTED� �t� a . � � • • � I ' �^. 3. STRUCTURAL WELD INC A. NON-SHR INK CROUT SHAt,L BE PROV(DED. �e�`+4 « � t j � ' �- � ". 1 BETWEEN COLUM+J 8ASE5 AND CONCRETE SUPPORTS ��` °' 4^ g° �� � � I ��) � REz PLAN o ALL NIELDINC 5HALL RECEIVE CONTtNUOUS SPECIAL iNSPECTiON 2. BETWEEN BEA41S OR BEA41 BEARrNC PLATES AND CONCRETE SUPPORTS . � `� ' EXCEPT THE FOLLOWINC: 3. GROUT SHALL 8E COMPLETE ANO HAVE A MINIA�l1�A CONN�'RE55IVE STRENGTH j �,, a 3/4" = I'-D" t,j WELDINC DONE �N AN APPRQVED FA9RICATOR'S SHOP IN OF 6d00 PSi PRIOR TQ ADDING BUILDINC LOAbS A90VE. �5 AT 1'-4" X � � ACCORDANCE WtTH SECTIbN.t701, ry ' b. THE SPECIAL INSPEGTOR NEED NOT BE CONTINUOUSLY PRESENT ~ (XXX'-XX��� � � � -�- � oN 1 , DUR ING YYELD�NC OF THE FOLLOWING ITEMS, PROV IDED TNE MATER IALS, a� �� . ,�' �4;;-`F� �w - QUA�iF(CATIONS OF WELDINff PROCEDURES ANO NtELDERS ARE A, ALL FRAM WC AND TRU55 LUTABER SHALL BE DRY DOUCLAS FIR, LARCH, CRADED BY ;t, � , � ` VERIfIED PRIOR TO THE START OF HORK; PERIODIC iNSPECT10NS ARE WESTERN WOOD PRODUCTS A550CIATION AND CONFORM WG TO UNlFORN BUILDING �� , �, 3�,4• _ �,_O„ MAOE OF YYORK iN PROGRESS; MID A VISUAL INSPECTION OF ALL WELDS CODE AS fOLLOWS. 15 41ADE PRIOR TQ C04PLETION OR PRIOf2 70 SHIP4iENT OF SHOP � �'� � ' � ���' 2X6 TREATED WITF� 2X6 TREATED W1TH WELDiNC. 2" THicK - a' r0 6' wiDE (waLi. sru0 Or��Y) sTUD Pa - 700 P5i �� a - �*, Zxb ExrERIOFZ STUD I/2" � X 10" EXPANCi1pN 2x6 ExTERIOR STUD I/�" cD X IO" EXPANSIC�N X` • t. SINGLE PASS F►LLET WELDS NOF EXCEED�NG 5/16' 1N S�ZE. 2" TO 4" THICK - 6" AND WIDER NO 2 Fb � 900 PS� � �,,,,,� • ; � ` 2.� WELDiNC OF STAIRS M� RAILINC SY$TE41S. . e � WALL WITH SHE.�THING ANGHOR AT I'-4" WALL WITH SH�ATHING AI�IGHOR AT I'-4" �} 5' THICK - 5` AND WIDER N0. 2 Fb s 1250 PSI a � � � � � c ITEMS TO BE CHECKED ARE TME CERT IF ICAT ION OF THE WfLdERS, NOTED ALLOWABLE $TRE5SE5 ARE M IN IMUMS AND FOR NONREPET ITYE USES PR IOR TO a ' � STpNE VENEER STONE VENEER i/�" ISOE.ATIDN JOINT ,� WEID ING PROCEDURES, AMTER IALS, V ISUAL INSPECT ION OF WEID S IZE. ALLQWABLE STRESS INCREASES, ��,� �� �� � � r iE� � I/�" ISOLATIDN JOINT � �� ,�� � LENCTH� pUALITY, QUANTITY ANO SPACINC. �` B FASTEN ALL WOdD 41EMBERS WITH COMb10N NAIlS ACCORDINC TO THE UBC - � - _/�'-� O � 4, ►+iGti-STRENCTH B�LTINC � SCHEDULE TABLE 23- tt-B-1 UNLESS OTHERWISE N�TED. "� � T- � [XXX'-XX" �'" GONGRETE 5" GONGRETE �� � � � �' �• SLAB ON GRADE LXXX'-XX" SLAB ON GRADE � � O z` a rMi ILE TNE NARK IS IN PROGRESS TtiE SPEC�AL iNSPECtOR SHALL RE: PLAN WfTH W,W,F, ON U C LA41►NATED BEANS , WITH W.W.F, ON � � DETERMiNE REOUIREMEN7S FOR BOLTS. NUTS, WA5HERS AND PAINT, 1 ALL lAAA1NATED MEIABERS SHALL BE PABRICATED OF DOUCLAS FIR URCH AT 12 �� �4' GRA��/EL BASE 4" GRAUEL BASE " BOLTED PARTS; AND INSTALLATION AND TIGHTENINC IN SUCH STANpARDS PERCENT 41plSTURE CONTENT IN ACCORDANCE Wt7H WCL19. ALL SIZES SHONN � � ARE MET: SUCH iNSPECTtONS MAY BE PERFORI�ED ON A PERIODIC BAS15 ARE NET, „� '� � � tN ACCORDANCE WITH THE REOUIREMENTS OF SECTI�N 1701,6. THE Z, LAIdINATED ME1r6ER $HALL BE DETAILED AND fABRICATED IN ACCORDANCE � �� C � I O i � K�/ � � SPECIAL iN5PECTOR SHALL OBSERVE TNE CALIBRATION PRpCEDURES WITH THE STANpARD SPECIFICATIONS fOR THE DESICN AND FABRICAT101� OF • a , • . .. • - ..,_x._.x_x.a.....x_�x_ • �o Q NHEN SUCH PROCEDURES ARE REQU IRED BY THE PLANS OR SiRUCTURAL GLUE LAM iNATED T II,ABER, LATEST ED t7 ION AS PUBI.ISHED BY A ITC. 3/4" = I'-Q" , a '^'x�"+x"'�"x����•n �� SPECIFICATIONS AND SHALL MONiTOR THE INSULLATION OF BOLTS TO 3 PROViDE UNIT5 CONFORMING TO AITC I17, 2�FY6, D,F. FOR CONTINUOUS �2�-#5 ' (�J-�5 � ` • � ' • � � �� DETERMINE THAT ALL PLIES OF CONNECTED IdATERIA�S HAVE BEEN MEA�ERS AND CANTIL�VERS AND 24fV4, D.F, FqR 51MPLE SUPPORT ►AE46ERS. ��'oov�J�'o",v;o:•oo�+�J�•ooy��' � a •ao• e,�:.a� e,��;,•^ e,v,,o� ��' � DRAWJ TOCETHER AND THAT THE SEIECTED PROCEDURE IS PROPERLY I�EMBERS SHAtL BE DESIGNED WITH IERO CAA�6ER WITH TOP SURFACE CLEARLY � ( OF�. O:O�r. 0•,0�. 0•:0�. 0��� E �_ Or. 0•:Oa.�'0�.��.�0•:Or �'0•,0 . �..'�'' �o n('5�.,�o n(�.,�o n C'S�. . o n .,� .,:o ri .,�o � (� II-:iTi-iT( -�II_I ��' =iTim I _(�� r.-� USED TO TICHTEN ALL 80LTS. STAbPED ON EACH MEM9ER. - I It-TI�1�=1 IT�� �..� � , C. STRUCTURAL OBSERVAT IONS D PLYWOOD DECK ANO/OR OR 1 ENTED STRAND BOARD - � cj� ' �_ _ '"�r° ' 1 PANEL THICKNESS SHALL BE AS SHONN ON THE DRAWINC. APPLICATION SHALL ° �r � � ' �'� 1 . STRUCTURAL ENC MEER MAY 4tA10E PER IOD IC 08SERVAT IONS OF THE I�''� , ==5 AT �'-O" �5 AT �'-Q" � �'� �"� d BE �N ACCORDANCE WITH REC04�1ENQATIONS OF THE A►AERICAN PLYNqOD CONSTRUCT 1pN, SUCH 09SERVAT IONS SHALL NOT REPLACE REOU IRED ASSQC�AT ION. . VERTIGAL � ` VERTIGAL , INSPECT IONS BY THE GOVERN�NC AUTHOR IT IES OR SERVE AS �SPEC IAL 2 EACH PANEL SHALL BE fpENT IFIED WtTH THE GRADE-TRApE4lARK OF THE • L4X4X3/8 - �� � - INSPECT IONS' AS I�AY BE REpU IRE[l 8Y CHAPTER 17 OF THE UN I FORN AMER ICAN PLYWOI)D ASSOC 1AT ION AND 5HALL MEET TME REQU IREA�ENTS OF �• (P.SPHALT IrIASTIG PAINTED) ° . � ~Q� BU ILD INC CODE U.S. PRODUCTS STANDARD PS 1, LATEST ED IT ION FOR PLYV�OD. ALL PANELS � ==5 AT Z'-O" WITH 3/4" � X 6" � #5 AT Z'-p" - 0 '"J 3. FOUNDAT IONS , VW ICH HAVE ANY EDGE OR SURFACE PERUANENT(,Y fxPOSED TO THE � HORIZONTAL EXPANSIDN ANGHC7R HORIZONTAL � Z'/'� w MVEATHER SHALL 8E OF THE EXTER IOR TYPE ' AT �'-O' , .�-�- � 3 r - 3. EXTERIOR WALLS SHALL HAVE ONE IAYER OF 1�2' EXpOSURE I PLYVYOOD OR a 4 M A. THE ALLOWABLE SOIL BEARINC PRESSURE A55U41ED IN DESICNS IS 2000 PSF THE OSB SHEATHING NAILEQ AT 8" ON CENTER ALONG PANEL EDCES. � c?ti � ' CONTRACTOR SHALL RETAIN A LICENSED SOILS ENCINEER TO �NSPECT THE 4, INSTAt� SUITABLf EDGE SUPPORt BY USE OF PLYCLIPS, TONGUE AND • , fOUNDAT10N EXCAVATION. SOILS ENCINEER SHALL VERIFY IN MRITING THE ACTUAL CROQVE PANEI.S OR SOLID Yr00D BLOCKINC SUPPORTS. � ' ' f SOILS CAPACITY 15 EOUAL TO OR qtEATER THAN ASSU4IED. E WOOD DECK (XXX'-XX") ==5 AT �'-O" X ry (XXX'-XX") #5 P.T �'-Q" X � H � , B ALL FOOTINC BEARING ELEVATiONS SMOWN ARE ASSUMEp. EXACT BEARINC �• � -.. � ELEVATIONS SHALL 9E VERIFIED iN THE FIELD WITH ACTUAL CONOITIONS BY yrpOp DECKINC SHALL BE 3" NOMINAL TEtG DOUGLAS-FIR LARCH (E=1 .700.000 PSt, � 6�� b" ` � CONTRACTOR WITH APPROVAL OF SdILS ENCINEER ANp ALL BOTTOMS OF FOOTtNCS Fb�1,450 PSI) WITH RAN0041 LENC7H CONTINUOUS LAY-UP ALL PLANKS SHALL BE END SHALL 8E A �11NIAAUbi OF 48� BELOW EXTERIOR CRADE. MATCHED AND ALL PLANKS SHALL 8E NAILE� TOGE7HER WI'fHIN ONE FpOT OF EACH' • _ _ _ � '` SIDE OF THE END JOINT. END JOINTS IN ADJACENT PLANKS SHALL BE AT LEA5T 4 FEET d C. ALL FOOTINGS ARE TO BE PLACED �ON FIRM. UNDISTURBED, NATURAt SOIL OR APART. AND END JOINTS IN ALTERNATE PLANKS SHALt BE AAORE TNAN 1 f00T APART ' .°• � � � , PROPERLY�CO�IPACFED BACKFILL, APPROVED BY TME SOILS ENGiNEER BACKFILL WMEN MEASURED ALONG THE SPAN OF OECKINC. EACH DECK COURSE SHALL BE � ' ° ' . � SHALL BE CWdPACTED TO 95R (Ad�N 1h,UAd) AApp IF IED PROCTOR DENS ITY PER ASTM `-" SUNT-NA ItED TO TNE TONCUE OF THE ADJOIN INC COURSE WtTH Sd NA ILS AT 24" ON Q � • . , � • • , Df557 LINLESS OTHERWISE REC044IENDED IN THE SOILS REPORT IF SOFT SPpTS ARE CENTER WITH NAILING IN ALTERNATE COURSES OFFSET 15� NAlL EACH DECKING �� �`�—� . '" . �3�'#5 - t-I �-a-�— Q� (3)-�5 ENCOUNTEREO REMOVE SOIL AND RECOf„�ACT WITH APPROVED PILL (RE: SOIL COURSE TO THE SUPPORT WITH 2 NAILS-1 STRAICHT. 1SLANTED Y100D OECKING SFiALL - r - • � REPORT FOR pESCR lPT�ON OF BEAR INC 50�L). BE CLUED iN THE GROOVE ,10 iNT PER THE 4U+NUFACTURER'S RECOMMENDAT�ON Wi TM �T1 ITI= II I` -(r � 4Q PECENT CLUE COVERACE. II=T il=ll=1 i���� �- =j D. CONTRACTOR SHALL BACKF ILL EOUALLY ON EACH S tDE OP FOUNDAT IQN WALLS IN 12 , RE� PLAN RE: PLAN INCH MAXI►�11M VERTICA� LIFT5 OR AS REC049�tENDED IN THE S�ILS REPORT, REFER F, LA41iNATED VENEER LUMBER 1�EMBERS SHALL HAVE THE FOLLOWINC STRESS ' Tp SOILS REPORT FOR BACKFILL IdWTER UL. CAPACITiES' F8 � 28Q0 pSi. E = 2,000.000 PS1. PC � 750 PSI, FV = 285 PSI - 99BU ILT UP 4►EI�ERS SHALL 8E CONNECTED IN ACCQRDANCE WITH 6AANUFACTURERS� �� C � ' �� � �� � � I O I V � E. CENTER ALL FOOTINCS (DRILLED PIERS) UNDER WALLS, COLU49JS OR CRID LINES REC04MIENQATIpN5. CONTRACTOR SHALL HAVE THE OPTION OF USINC 3 1/2� OR � UNLESS OTHERWISE NOTED ON PLANS. 5 1/4" WiDE ME4BERS. ' � 3/4" = 1'-O" 3/4" = I'-O" ' i REV'IS1011S: � F. CONTRACTpFt TO PRQV IDE, AT H I$ EXPENSE, F I ELD DENS I TY TESTS ON COMPACTED 1p NON-STRUCTURAL ELEIAENTS 4'-D" � � F I LL UNUER P00T INCS ANO INtER IOR SLA85-ON-CRADE. A M tN IA�1M OF 2 � � ' REPRESENTAT IVE TESTS SHALL BE TAKEN FOR EAGH f00T ING AND SLAB ON GRADE. A. ELE4IENTS SUCH A5 NON-BEAR ING PART tT IQNS. ETC ATtACHED TO AND/OR P8I'1111t St't 4-I O-C�J SUPPORTEb BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTfONS AND � i G. NOTIFY SOILS ENGINEER NHEN EXCAVATION IS COA�LETED SO THAT CONDITIONS MAY OTHER STRUCTURAL AA�VEMENTS. DeCIC RGV1S10I1 4-Z����J 8E INSPECTED PR IOR TQ PLACEIAENT OF ANY F ILL OR CONCRETE � EXTERIOR STUD WALL B f1RE PROTECTION FOR ALt STRUCTURAL PART5 SHALL BE PROVIDED AND SHAII, MEET �i WITH SHEATHING 4 SLAB DN CRADE ALL CODE REOUIRENIENTS fOR THE TYPE Of CONSTRUCTtON SPECiF1ED BY THE ' ` ARCHITECTURAL DRAWINCS. STRUCTURAL STEEL MEI�ERS SHALL 9E CONSiDERED ZX6 TREATED PLATE � A. THE PREPARATION OF THE SUBCRADE fOR THE SLAB ON GRADE SHALL BE IN STRICT UNRESTRAtNED UNLE55 OTHERWISE NOTED L6X4X3/B WITH i/�" d> X 6" '� ' ACCORDANCE WITH THE PROJECT 50�L5 REPORT REFERENCED A80VE. THE - EDGE ANGLE ANGHOR BOL7' AT I'-4" , CONTRACTOR SHALL D IRECT pUEST IONS REGARD INC THE SUBGRADE PREPARAT ION 1 1, CENERAL 3/8'� X 4" X I'-O° STEEL ` REQUIREMENTS TO THE GEOTECHNICAL ENG�NEER, ' n ENC iNEER�S ACCEPTANCE MuST BE SECURED fOR aLL STRUCTURaL Su85T�tuT iONS «�'#4 PLATE WITH (�)-#5 X 8'-O" 8, AAOVEAAENT OF THE SLAB ON GRADE I�MY CAUSE DAAMCE TO ANYTHING CONNECTED 3/I6" X 2" AT 6" GONTINUOUS WELDED EAGw SIDE . TO B�TH 7HE SLAB AND OTHER PpRTiONS OF THE SUPERSTRUCTURE ISOlAT10N B, VERIFY ALL OPENINGS THROUGN FLOORS, ROpF AND WALLS WITH ►AECHANICAL AND �4 AT 10" X 6" GDNGRETE SLAB ON t t/�" 14 GR, ' DETA It5 fOR PART IT ION WALIS. BASEBOARDS, P IP INC ANb 07HER ITEMS A�AY BE ELEGTR ICAL CONTRACTORS VER IF ICAT tON OP LOCAT IONS, S IZES, I.iNTELS AND METAL D�GK WfTH 6X6 W2.IXhi�.l W.W.F r REQU iREO. REFER TO THE APPROPR IATE DRAWiNCS OR CONSULT Wl7H THE RfOU iRED CONNECT IONS ARE CONTRACTOR?S C04PLETE RESPONS�B iL ITY, L4X4X3/8 �'-6" a5 )t 12'-O" AT b" RESPON5181E ME46ER OF THE DESICN TEAM PRIOR TO CONNECTINC iTEMS TO BOTH GONTINUOUS 3�� THE SLAB ON GRADE XND OTHER PORTIONS OF THE SUPERSTRUCTURE. C PRIOR TQ INSTALlAT10N OF MECHANICAL AND ELECTRICAL EOUtPMENT OR OTHER �I IJ� X I V2 X I/4 a ITE1„�, TO BE ATTACNED TO THE STRUCTURE. ENGINEER�S APPROYAL OF CONNECTIONS EDGE ANGLE I 1/2" METAL ��_��� 5 AT 1'-4' 5. CONCRETE AND SUPPOFtTS SHALL BE OBTAtNED UNLESS SPEC�FICALLY OETAiLED ON GRA7E � ARCHITECTURAL AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR , � A. ALI. CAST- IN-PLACE CONCRETE SNALL BE MADE WtTH tYPE i/11 PORTLAND CE4IENT, SHALL FURNiSH ALL HANCER5, CONNECTIONS, ETC. , REQUIRED FOR INSTALLATION OF � �Q���,Sl� , STONE,AGCRECATE AND SHALI SATISFY THE FOLLOWING REOUIREA�ENTS H!5 iTElY1S x �' � ":Y'����"'x CONCRETE iTEM F'C M IX TYPE 41AX W/C RAT 10 X A IR REO D. PRDV 1DE ALL EA�EDDED ITEMS iN STRUCTURE AS NOTED ON ARCH 1TECTURAL, MG 8X8.5 • •0�:0 °•0•' �' �F MECHAN ICAL. ELEC7R ICAL ANd STftUCTURAL DRAWINGS AIISCELLANE0U5 EMBEDDED ,Oo.°.O�O�Qoo . , : � - �G '9 FOOT INCS 3000 p�i STD - - - - - - tTE41S AND ANCHOR BOLTS SHALL BE fURN ISHED 6Y STEEL SUPPL IER AND INSTALLED L3 I/2" X 3 I/2" X � ��'W� - -� � "�- � ��S s FOUNDAT ION WALLS 3000 psi S7D - - - - - - BY CONCRETE CONTRACTpR, STEEL SHALL FUIF ILL ASTI� A36. 3/8" X 6" GLIP , -�� I- V -�- - - � • ���� � ; �NTER IOR SLABS ON CRADE(•) 4000 psi STD 0.50 - - - ANGLE - ' XXX'-X?C"] � i = � ' EXTER�OR CONCRETE •• 4500 si STD 0 ♦5 6X-B� 3/Ib �� �0 �� t� ( � P E. PROVIDE A5PHAL7IC AaASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH, �� ��\ . _ _ � ` 3/16 ' - ` �" � ` . FOR ALL CONCRETE SUBJECT TO 5ULFATE ATTACK OR POSStBLE CONtACT W�TH ROAD F SU9A�IT SHOP AND ERECTION pRAWINGS TO ENGtNEER FOR REYIEW OF ALL STRUCTURAL W$X�4 �� �� � �_ (2)-�5 SALTS W/C RAT 10 SHALL NOT EXCEED 0.4, STEEL. THE 6MNUFACTUR ING OR FABR�CAT ION OF ANY ITEMS PR IOR i0 NR ITTEN REY�EW OF STEEL BEAM `�`� �� � SNOP DRAWINGS W�LL BE ENT IRELY AT THE R ISK OF 7HE CONTRACTOR. r � �� �--T . - Z•, t "� „� 2„ ry �/ l� A�' •• 41AX IbU1A SLUA�P SHALL NOT EXCEED 4" � � ` - I- I TI+ I � /��l�ti � C. WATERPROOF INC. VAP�2 BARR IERS, ETC., SHALL 8E A5 SH01M4 ON THE ���-3/b" �� �� ��ITf • � B, IF CONCRETE SUPPL�ER PROPOSES USE OF FLYASH HE SHALL PRQVIDE OKNER WITH ARCHITECTURAL DRAWINCS AND A5 �ND�CATED IN THE SPECIFICATIONS. STIFFENERS �\�� �m . 3/8" X 10" X 1'-D" ` LETTER IND tCAT ING COSS REDUCT ION AT T IAAE Of B ID TME i,�OULUS OF ELAST IC ITY EAGH 51DE � � 1"- STEEL ENp PLATE ff OF ALL CONCRETE SHAI.L ExCEED NC1.5 33 ?F'C (OR 57,000 ?F'G NORA�1Al WEIGHT H ALL MASONRY AND STONE VENEERS SHALL BE ATTACHEb TO INTERIOR AND EXTERIOR � � ° "" � � � WITH (4)-3/4" � X 6" _ CONCRETE) WALlS AS SPEC IF IED iN SECT�ONS ta03 6.4.2 AND taQ3.6.4 3 OF THE UN IFORM BU ILD ING �- ��\ \�\ � �XPANSION ANGHORS Date. 04/02/U� C. CON7RACTOR SHALL SAWCUT qR TROWELCUT JO�NTS iN SLABS ON CRADE JOINTS C�E' �—�mT � � � _ � SHALL BE SPACED 10 FEET AND SANCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" I pLl D 11AENS IONS ON S7RUCTURAL pRAWINCS SHALL BE CHECKED ACA INST F IELD ���� , ' �a �'-O" ; . WIDE WITHIH 12 HOURS AfTER POURING, CARRY ALL SLAB REINFORCEMENT THROUGH CONDITIONS AND ARCHlTEC7URAL DRAWINCS. �2 � �� ��� 8� � :, JOINT. ' ` ` ' 0 Project Na: 6417 r D. SLA85, TOPPING, FOOTINCS, 8EA41S ANO WALLS SHALL NOT HAVE JOINTS IN A �• CONTRAC70R SHALL YERIfY ALl ASSUIdED EXISTING CONDITIDNS IF CONDITIONS �V I2 ��\� � tt5 AT I'-4" X � ARE DIFFEREN7 THAN ASSUA�ED, NOTIFY ENCINEER �. �� `� tV ' HpRtZONTAL PLANE. ANY STOP IN CONCRETE NORK bUST BE MADE AT THIRD PO�NT QF - T5 4X4X3/8 \��\� � � $PAN WITH VERtICAL BUIKHEADS ANO HORIZONTAL SHEAR KEYS IAJLE55 OTHERWISE , 5 faT i�-$" VERTIGAL � SHQWN. ALL CONSTRUCTION JQINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE � STEEL BRAGE ��\ ;�\ � ` AND HORIZONTAL Drawn by; T�i�I ENGiNEER. (ASPHALT MASTIX � � E ALL CONCRETE WORK AND RE�NFORCEMENT DETA IL INC SHALL BE tN ACCORDANCE � � PAINTED� `� � ' WiTH AC� BU ILD INC CODE 318 LATEST ED IT ION, UNLESS NOTED OTHERWISE. USE " , `9 � �` ■ (XXX'-XX") STANDARD HOOKS FOR DOV4ELS UNLESS OTHERWISE N�TEb, ALL EXPOSED EDCES OF - 3/8" STEEL PLATE �5 AT 1'-4" X � — Checked by ]-�� ' CONCRETE VWRK SHALL HAVE 3/4 INCH CHAIAFER. � � � � WITH (8)-314" � X 6" c N � � 6. RE�NFORCEMENT _ _ EXPANSION ANGHORS '�� ' � Sheet' � � A, ALL REINfORCING SHALL BE HICH-STRENCTH DEFORI,AED 6ARS CbNFOR411NC TO ASTM � � � � • �� A615, CRAQE 60 EXCEPT TIES, STIRRUPS AND PlATE ANCNORS Wi�CH SHALL BE �V + � � DEFORMED BARS. ASTM DESIGNATION A615, GRADE 40 OR ASTM A70B CRADE 60 � ° • 4• ° � � , 2•, 4�• 4., �• I-I O i� � I- O � B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL 8E � � • � , LAPPED ONE FULL 41ESH AT SIDE AND END SPLICES AND WIRED TOCETHER. �- - ' � " ` � C. RE INfORCE1�ENT PR�TECT ION• I� I� � I�11=i s � "� 1 CONCRETE POURED ACA iNST EAFtTH 3" RE� PLAN k ^ 2. CONCRETE POURED IN FORMS (EXPOSEO TO WEATHER OR EARTH) 2" ; , t 3 COLUtieJS AND 9EAM5 (T I E 6AR5) t -t/Z" - , � 4 SLA9S AND WALLS (NOT EXP05ED TO WEATHER} 3/4" �� C � I O� � r ^ _ y, _ 3,4° _ ��_o� c(�a000 s� �~ 0 � ' a�=o �a> r Yoa k _ , , � ` i '/i i . -� � � _---" � Segerberg Mayhew -''!� f &Associates Architects � �_ � ' P.C.-A.I.A. . /�J `'Qr��� � /` —�"� � A ��'�' E>CISTING ASPEN P�� � ' ,�' tREES t0 REM,41N � � ,/ " ���' ARCHtTECTURE, �/ ��� PLANNING, INTERZORS �''� EXISTINCa SPRUC� ''� ' '� /� TREE TO REMA�IN ,�• � Main Office:�*Vail, CO /� etoe� PROYIpE COLORADO .�• '� = ` �� .�,• ' 1000 S Frontage Rd W, #360 � - �� � SPRUCE TREE �A .�• ppE � � va�►, co 8��57 ` /� �D `' ,�''�� EN�� ' Tel. 974.476 4433 �-- �kG � ° �.• S�Tg pCK �,,� I 0 .�. m Fax• 97b.476.4608 , /�� . •�QN� •-�' g�l�a� �-�'� j � / ' (�p��`� �••''� �-- ( Denver Office - ',_ /� ��p ,�v'� ,�••�� ��' 1617 Wazee Street, Suite C2 W 1 .�,,,!�-�" ;�:.- , �s �� ��-�' � : Denver, CO 80202 . /" � J .�,,.�' `�' } r f �` ��.-�� � ' Tel: 303.623.3355 � � _�• , � �,K- � �,� � + : Fax: 303 623 2262 ..-- ^" _ .'••�� � -l*'' '�y� ��,✓`!.:�``s � ' ' � ` .�••�• �.�� �-.�'""� < <1 �r r `l `- ( w mfa@smazchs com -''.•�' ��,�-''" .-� { ' ; ',� , , � � I s I h wtivw smarchs com � L� •�� �'' - ,� ' ' ` �� R •�� .-�' � ,� �, �� ` �c , _ � � f i , �.�-'' �� �: � �+ < ' + � � � r � ' S`o4- �'• '�� �R�f'r�CE �XIStING� WItH NEW aMOGO SICxN�t t'',' �j \+ 'F `�w �N � I � ,......-�a�a�' a ,. � ,— �, � � 4 � `, '� r�,* ; GRAPHIC SCALE , , _ e�o' ,i .--t'' . < ''' �' '� .�i Y-�i ' 4 � � ` q0 E`S' .I 8�' ,�„,1 r%.��1 a,, q�`� �� �.c l I 20 Q 70 20 40 80 ��, �� ,�'�''� ,s�'r`� �O� �, t ' ` r r%1 , �, _ , '" � � ��` ` �- CURB DE7AIL TYP. `, .,--'� , ��:�'-;`, ,�. < . t{ L °YJ I -- , -,'°, �, /�,,,,� aa3 �` CRE: 2/S-t� ,,,...- , , ,,; ,� ,t�� A' � � ° - � ' , ° � '�,'...� � `�g09�' \ � � �r •. 6 6"�{r� ' ��1• `�~� ' � IN �' +'� � - ,,,• �. / � sr � , fl�.,-�`" � � ,•-r,,.r•-�'..�- ` f 1 inch = 20 f� ,,' � , '"�' �� � 1, �..�-,_ � '.\ ' �, �, ��`,�'i �;4 �'.° � �t SINCxLE-S70R1' , ..�_ " ��,,���k,��° I , - � � ~�`'�� P E � ' H 1-1 ° �`\�� �' �`�� � : �j SL 4CK STRUGtU - '�� � � ������ �. 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CuRB R DEtA 2 1 � � WATER LIPIE ' I � I � � BoBO, � ,,�e2A�� �. -_ . , I 1 , ,�,/� e%9 � q ° WOOD FfNC� � ( i eoy�� � � � � _ � ,� Q�, ❑n� T�LEPI-{ONE PEDESTAL : :I I j'�' �-� ,,$s,.. ~ PROYIDE EROSIOI�I.- � CtPED) � 1 a /e•�b CoNtROL F�TtC-� ' �r�., � -'� /� .� . � I 1 1 � � -�-� Q,�� � .,/�� I ,- � UTILITY POLE � � � ' L1GNT POLE � � ` �t i / _---ocar _ ��`�/ ,� � � � � � � i ___-- � � � FIR� I-i1'DRANT � ; , �a8� /�� --'_i•'� �.- �. '.�- � .'.i � � ` / �� i.•�' �' ' ��` � � , --�' � _ EXI9TIPlCs COLORADO � • t � // .��. ._.�. --• '�� - ''� sr�uce �e ro �aix � / \ \ i � /� �.,.-�•— `�'� Revisions: " \+��� ' / ' � eoao• / � " � � � � i� �'' /�' / � DRB APPROVaL �' EXISTtNG GOLORADO � � � ' , � ��� �� � ��. s�uc� t�� to a� , � 1 \ i �•` �� /� 3-21-m3 RELOCAtED : .��. � �__ _ _ � ,' ,i' -,--�� � PE RM I T SE T ' j '` �-22-2�3 \ ,�i _/ ,..-, , r�w co�o�o sr�uc� � • � �� �� � �'� ' ' tREE ll2'-0" NIGN) � f ' -�-- f^. ' ,� ...---" -��� ,ir''/•/ / �'^ .,�-•'� � � N�W DOCsWOOD TREE ` �--— • , � ` ° C6'-0" HIGN) ! .�•'�• / � .� � / �. •�� ,C' . '' .j. . / ,�..��' / /" /,�• .�-• NEW ARTIG IUiLLOW TREE � ��....••-..�••�' �' � �� E6'-0" NICsN) /•� / �� ' ,�• �' � .�� // i / I � /' � , f / �' �xisrintG �P�N T�� ro , _.. ,�� ��,� �• �a�� � � _ �—� _ G� �� —` �� cot �—� � �-� �. o �� � o ►�w asr�rt rr�� {r� �_ ' _._._- ----" . � `'� � cat.iP�w �.._ -----" �'� .�' � `�� � � ��----''� �. �� I : K o , NATIVE GRASSES Wltl-I ~�1 --'�� •�� 1 � � �� �1 �� T PERENiALS +�_ � '� � SE RG � I —�� . _, _ ,,� � S-1 SCALE: 1/2��� = 1�_m�� , . 9 � rtorEs al.� or+��R a�as ' --�� — • —' � ' �'� s �� , � e�ror,t� asPN.at..r '' � . � — � � �T����ass�s�aix -- —`'' — -' ' -^ \ . _.,_ ,. .._.__. FD A���� ,. � � � , �R Date: 4/1Q/03 1' Project No: 26Qq9.00 - � Drawn by:- JEG� ' Checked by: KS , Sheet: �`� � , , ; � - { ;�• � . ' A ' �ZOOO sNrA