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Th�issuancQ or granUng of a permit shall �� � d' not be constn:od t�!��u permit fcr,cr an approval of,any violation ot � �'$_� � any of the provis�o�:,cf this code cr cf any other ordmance of the F� � � Junsdiction. Permits presuming to give authoriry to v�olate cr cancel the " Q provisions of this code or other ordinances cf the�u�isd�c�ion shail not be � " O O valid. 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' ` , , , ' � _ � X .� � � • �r�� ,i� f� f/'��� �� ,�, " ' ' - - _ ",' r :.� ' , , t ' � , _ , � � ���111��� ° � r/�, � .__.. r�' � ,....._.._..�....._ �^' ,. � " � � F � � r ` ` � � • a � J / > !�� ���n✓� wwnr.H�{ i��i`w� � � � - . � J ��'�G I ��EG�TI �1�15 , � � . = G�1��i��1�. �107�5 , � � � � 6 . ._ _u.. " ' � � � � � - p �.. � J� .+ � � ' ' � 1 . - , - � '� .w i ✓f....r��....� � �� ' ` r ' - , � " - ��� sk j t' � ,�1�.,� }��,�y�''��` � ,/ �` � - AII framin tumber to be #2 Dou -Fir or better. � 7'his atructure has b�en designed to m�et the requtrementg of the 2003 � � �%� E < � �� � � ,fF � `� , ' � ' � � ' - �' � �, ��.5� � � � � � d � g ' g Internatlona) Residenttal Gode with dmencments as adopted by the Town of Vaii. � .� � � ,.. �' �1 �-' t�-.--,- � �,�� ' " AII Stf'UGtUI"QI. IOC�9 5I'idll G011fOf'YYI,to TPI ES-LP-AF 5elect Grade standardg. � , � , �coc� � c;a�� �— - �°"— - � � . " �` r � ��yfu� ' , • � . . � � � , . . �. ' �. - - , � �, ., ,,,°` , , � � � � � � I � ����. ` �� _ /' � � � � � � AII Micro=lam's to be manufa�tured by TruS Joist MacMtllan pnd conform to the AII omi�stons or conflicts between variou� etemenka oF the worktng drawfngs ' , ��� w��, � ��R�b7�� �a. � � . atlowable stress reqytrements for a I 3/4" 1.8DF Micr'o=Lam LVL. ' and/or speciftcations shall be brouc�ht tothe attent(on of the Structur�al 6�glneer , ° � � � , ` �D�, �_ � , _ � ,� ��� _ , before proceeding with any wor�k so invoved. The General Gontractor 5hall verify � ' , ; ,AII TJI JOIStS t0 b9 I'11C�f1VfQGttX'6d I� TI"V5 .b15t MQGMIIIQII. , alt dimenslons and condltlons at the�ob ste and shdll be respongtble for the � � r """""°'° �'°""T�"`" ' "h �` "°"""'"��j`°"'—' � ' � { Y�� ` � �� �"� � , O �'l6QCI8 methoda t9GG}'q'11 UBS 5�s U011G@5 QIC� ro�eclures associated wtth thts �r--°----^ �� �"-' "` - � " "°""""" `"""'—^' � °�� •� � �` +,M� � "'�' � . - � , +�11 connectfon hardwa^e to b� by the 5lmpson Gompany. ' � • � �l , q , p _ ___ _ � � (�/ � , � � " '. - pro�Js�t. Fvrthermore, he shall be resporstbie for Goordlnatlan of all'work and � -� � � � r •�,; �' � . � `� �"� ; Y " d materials Inaludtn those furnished sub�ontractors.� The 5tructurat ineer � � �� ���`" � ; '� �r ;'�` - � {��` ;,��� �� �=�''� + � , . Alt roof decking to be 5/8 G-G Ext-APA� 32/I6 pfywood, Natt with 9 �! �9 ti� , ���' �,, �'� �,� , .,,�-, `f � .�(r�} � � � t ' " , ', I�G1 A 6" O.G. Qt'panel ed'ges and � 12' o�c In the fteid � ` , SIIQII E'�6 GOn�QGt@L� C�Uf'111C� tF'iP. GOYIStP'UGtl01 pFiQ59 tp ITIQkB tJ'iB JDE� 5it9 (115p8G�1Ot15 �� �' -..-�.L '�.�,•- ----- - -_- - - ----...�� -- 4"��' "'^'�� ' O ^ � , - necessary to conftrm tha� the actual ftelc condittons are cons►Stenet with the ' /,;�`�, � ( � , , � ' " Ail floor decking to ba 3/4" G-D int-APA 4Z/20-�'QG piywood. Glve sheathing to design assumptlons and that the construG(on Is proceeding according to the _ � ( �'" 1 V : - Jolsts wtth PL400 and nail,wtth IOd � 6" O.G. at panei edges and �2' O.G. pians and speciftcations. ~ ' �;> � "'— � � , .. ` in the f(e�d � ' ' _ � . ' � � , , - � , , � � '� � � � AII wall sheathing to be I/'2" 0.58. Nall with 8d � b° o.c. at panel edges L1ve Loads Used tn Design� , ` + , � n/ f , �. � . � and 12" o.c. in the ft8�d. J � r Roof , 80 psf - , � � ��— � , � " ' � , � � � - , ,• ' � , All can�raEe to a�tatn�Q GOfTipf'b581Y9 5t!"BnC�tf'1 Of �ODO P91 Ifl 28 dQyS. Plaors 40 psF O Dec)cy IOC� psf , � ` w ' 4 4 AII reMfor�ing b� to be Grade 60. Earthc�vake 5e1�m1� Zone G , �, Wfnd 90 mph, 3 Second Gust � O � � , _ _ All steel bolts shall conform ta ASTM Fk30'1 specificattons. _ . � , � R • ' , � � � � - �, ' � - ' AII steel beams,p�late_and c�SgCes shall conForm ta ASTM A36 speciflcationg. - rn�+ f�atton desfgn for thts rastdence s based upon 5oil and Foundatlon � � � � ,� �- ! � _ 1r�vestlgation No. 05D82 prepared by LK� En9�neering, Inc. on May 31, 20D5 - �� � � � ��� f ,��� �� ��, - \ � � � � � The Solig Engtneer shaU be contacted du�Ing excavat�on to SGALE I/4"=1'-O" � ' � m � ' r � � � . in5pe�t the 51te"and conflrm that condltfois are congtstent With this lrivestigatlon. - ti� _ F" ♦� {r'�"' � � � r r� �'�~`` T t � � ' , . , , � , � _ • The Generat Gontractor shovld revtew tha 5otts Engineer'S report ,�"—'`� � � `� ;,;��,�.�-3"`�� ,�,� ��.G��`'�`�Uy� ��.- /j� �� j;,��'�:s R' .�;� ��,� ��* Q L:=� _ � '-- E �� � " ' • ' , � ' � ' and fallow Its re�ommendatlons for exccratlon, ba�kftliing,grading . - �' � � �� ' � � � ' _ ' � . � � � and dra�nage systems. - - . �� i"-i��`'t,.�✓j '�U �� 1 O ��:,l�"�� �� � �'`�� �`� �M`' 1� �� � ��t ` r« ��` � � � \ V � � ,. � ° - �. ,` � ; ` -�; � � ' . . . , � � , ' - � _ � ' , � ` f� �r.� �l �� � � - ! ��'# � l,,��� Ga fi-�'�� �� t��..�� e�1 ��?. 1��.�,.. �.,��� �"`� ��-i� � � , � , � � . , '�� . � . ' � : - , ` , _ . _ . � , , , ` , � ` , - , . _ � . � � `, ' � ' � � _ . � � - , � _ , _ . ¢ . , ,_,, _< < �. � .. , . ' � „ ` - - - - � „ , , , � _ - � - � � f � , , _ , , . . � .. . , ` � , � , Y . . . , . _ � , , , � , - _ � � , � , � , � _� � � ` � � � . _ . . . _ _ . . . . � _ . a e , .. _. � � i _ .. , . ._ . .. � .. .. .. _ Y ` . ...._ � ... . � . h ��_.� s _ T _ �.T _.� . _.F-----n- -...- � ,--.. n_._T�_.-_-.-.T _ � .� T .f,-e -�_. .�...._ .__ �,.. ��. .�. _ �-, �_ � � A-.�-.,�� : _ _ � .� _ . . _ ,� ..T . � , . -, _ . _ i �, � - � , , f , _ ♦ � f � k � ' . pATc: Od/23/OS ` � �" A.B. � 2 #5 GONT. ` a � ± 4' O,G. TOP d BOT �ILE: Ogil - ' �a - _ REVI ED�TMB � , �" EXPAN510N 4 SLAB . MATERI�L A �� rcEYIS�D: 4" SLAB ` � � �� _ ,f. .� �• � , . • . , . T] �'„ . 7 . .;, ' ' • o' / � • .• 4 GRAVEL� � L� , . � , �f� � � �� ' ,� � �� �� POUR SLAB � 4 GRAVEL 4 4 QVER WRLL 18 iN/ #4 DOWELS � � i� 70P � BOT � C� 24" O.G. Ig 4 �}, ' Q k o a ` � _ Q.. � � , #4 � 24" O.G. 18 , � #4,� 24° O.G. _ N � � ' ` #4 � 24�� �.G. � �P�p R E 6/STF 6 , n 18 �o�••�,1CHqF�.�9� ..... B � � #4 � 24 O.G. o;r-+ • 6 K � - � :" °; � � :° 14965 �; - m� I � e � � � • • • r ' , 2 #5 GONT. p , = � .ss/0 N A� .• � ••.... � - O � � i - � 2 #5 GONT. [ -�.I 8�� �- DRAIN - 5EE 8" ' 501L5 REPORT � - _ � 4" 4" i- � `�'�� 4�� DRAIN - 5EE Q) � - � � 501L5 REPORT '''' i ���� I � I �l � - , . U i� , ���� I � I �1 � . y, ' , NO SGALE ' U ,, � l I I� � �� ; � NO SGALE � I �i.�t i (�1-f,� Gl � � U '� , � � r � ' , -- ` �1 L ��4 � , x ' , � � � � � � � STONE GAP � O N � � � ��� A.B. � ` STONE VENEER � �1 � � � N � 4' O.G. i � � � � � � k - • 1�11 l- / � � � � � � � � � , , � III_I �, s _ � � , i—i i i- t i {� .,,� � � cn � � � � � � m � — � ` . 4 ` ' - � ? � � U > 6� � ° , 2 #5 GONT. � #5 c� 12" O.G. , - -__.__.�...._ _._.._.....___---_ - --w- � _ __ �� ____ � �_ � -�: � � ' � TOP d BOT � � ___._....,.. � ��i� _t � 4 , , . s r� � � �-- _�__..__ __.__.� � � � � � � , � - � � � f bu 2n , � . - , - � - G` � G I , # ,� � �1 � � � i ❑ � y � , , z 5 � 18 O.G. , � i � _(,� 3 ` � � � k � � � V n -2" 6�� Q- 4x4x��. STEEL � ' ,� � � }, ,;,� 'C� � #4 � 18 O.G. w � � �r � � ,�� ,.�,�,°,; a�r r�w � LEDGER ANGLE #5 � I6" O.G. � t!1 V,u �,e"�x4" E.B. � � � ��;;i}-'°� � , � 24" D G. � _ _ _ „�_ _ � i8 E � � � � ' , #4 � I b" O.G. ° +, __.�._�___� , . L i . . _ .-_,_..�. � b � 1 � ' i t! �! i! � !�" EXPANSION � ` � 24 � � , , MATERIAL � ` � � �j- -7� �. ��U '��� t-- E ' � i t i�— �5 � 12" O.G. , , r s -�-+-�''�y s F - % ! � � 4" SLAB —� 12 � . '�%�" �.� ✓y-� � � l_ � � � �, � - � �— - � , �� � .i , � � � � . . " = J 4 #5 GONT. , � ' � � ' `' � � 2�� x�''� `��� �� �'�'��� �-- E , , ',*-' '. . 1 ','. . # �� � � ` � �'� � � 1 .,� r '�"' , � .. � � : � , :.. . ._'` � _ � , 5 � 12 O.G. y �� I�l � �-� � ✓ � !, � G-�-� t.-- � � „ � (I � 1� , ' � ��j � � • • • `, � i � ! i, ', � � � ,/,� � p �,�, •�;;,� G� �,� ��i��j`,�`�p�, ° r 4 GRAVEL - �,' _�t� #��.t � � � '�- t i � _ � ; „� . � ' q � x � r � -�'� � � f- , � � � O ` i `` " }w� !K,��y�� ` t � � ' � a (/"- �"I k ` � � � -t.�_�� . `� � 2 5 GON7. � 8 � _ , � E�Y t �D � t� i��, . ! �,, } DRAIN 5EE � ,�' � � !._� ( "�` ;� ��j ��a;,�1. ��.,.� � �� � M 501 L5 R�PORT �� � � .L � � ,` f. . � , 4 , 4 4 � PVG DRAIN _. „ �� � � G � � i , — , � 8�� 8�� ��_2�� _ TO DAYLIGHT _ "" 1 ',\ . . ,,,,� � < <Y j r�� / 5� SOILS � �:, •,r.?,.� �, i {,- ;.... .,-• �4 *t° (� � 'k,��,,. 4 '}�� � � � `.�, r�.,,,,;, , �; � �! � � � � L� � �:..� � ' ���� I � 1 � � REPORT {�� z �_�_______. � �� 6`''-� � �`�-. � ' �V '� �� �/r � 1 ��"4 i��,'� . S `-- i ,. �10 SGAL� � � �a�'' �� �! �----�- I � �� �^���it./ t'�� � � � � � i � � � �F � _ � . STONE GAP . ���� I � I �► � ' / ��,, ,� , \ r-_' � � � �� � f ,� r`� � , . STONE VENE�R NO SGALE ' � �` `` �" �`� � � � .� C , , � � _! APPLIES TO 4' OR GREATER DIFFERENTIALRETENTION. � '' �`� � _ � o ' , �—� ��- - � � � �, ��,` � ' � , � ,. _ ,����,�! . f �� -f � �. � � . �a I � 1 f , � � t . - i � " ,, � ! � �'' n e'/(�t' � � . � . \ ✓ �» � _ S � � , , � \ , � U l � , . � ° w � , ; , � � ' � ;-°'� `� � ` �� . M ,.✓ � � � �4 � 12 O.G, r � /� �( �r � � `� �'� � • ,, , , , I � - � .�...�.. � w � � � . , ,. . � � , � . , . ' ' � • , � � if � ,:� ! . ' • , � � �' 6�� ; 2�� �----- _ _�� �. ,.._...�...._,.. � G , , - � _, �,�_ _ `�- � � � #5 � 18" O.G. ; _ ..�. _..,_.. � �. w._._....� -�--- -,-�----� ° � � � l-�-- �- , � ' , . . _ ����� __,_ �� � � �' SDt�S , � � � 4x4xi4 STEEL. . 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BOX 614 �• FRISCO� C0. 80443 � PHONE (970) 668-3730 03728-9 , IMPR�VEMENT L�CATIDPJ CERTI�ICATE B U I � D I N � P E R M I T N 0 , B 0 S - 017 3 EXEMPTI�R1 PARCEL ❑N `/AIL INTEI�MOUNTAIN S�/IM AND TENNIS CLUB C❑NDOMINIUMS P_HASE II, T�WN OF V�4I_ � � �_, � EAGLE CCIUNTY, C❑L�RA�'� � � �- f : 2883 KINNICKINNICK RD, �� � 4 ; `�=' � � � � � , � � ` , �� i � � r` , i SOUTH FR�NTAGE R�AD � � � � � EDGE OF ASPHALT I � I �— / / MONUMENT ROW , J FND PIN/CAP �VERHEAD UTILITY LINES / LS 10847 N58•11'06'E 17500 I --- 153 \ 17.0 40.4 \ _15_SETBACK _ _ — ...— — — —' — � ^ — — — — — BUILDING ENVELOPE r — I ' --��SbE� -- ` ��•� --- 32,4 cn N ��� � 80 0 1 O ,N T , A ` ���� I A o 2 STORY LOG Iy m r� W/WALKOUT t+� ' � o � ° UNDER CONS7 � � W ` r�i S� 1a N � � � ��J� x GAR SLAB x oa -� � EL 7805 0 i 1` �''' ��pGP��9' �/ � 250 � I I , .�'� �.�1P'� �NO � DECK �� _�� _1 9R�J � �--�� `- B�UNDARY OF FLOUD HAZARD AREA ����'' PJ��. �.�J �� SCALED FROM PROPOSED 9-25-3 \ '��� 1 � ——� � 15 SE�BA�-'�� — � _ � _ — 'INTERMOUNTAIN' FIRM FROM TOWN � � _ OF VAII '� � // ` � �' �_—— — .�'� VAIL INTERM❑UNTAIN .�'�� � / '! SWIM & TENNIS CLUB ` ��'���' , C�NDOMINIUMS PHASE II � ` � `� �N��j� Z � �%�' 164 43 1 �- ?, S53'17'26'W G ` — Z � VRL INTERMOUNTAIN WATER DISTRICT M GR��/ , � � EAEMENT BOOK 334 PAGES 66-71 FR� \ ' � , S��g� � � \>>���llllllllltiip/���', I, ` �,�� � •� 15�t� �� o � ` �/ /��� ,``������BR��'�G2; GRAPHIC SCALE 0 1 1 � , � i � ; � � � .a . � d ` � - / -- - �` _ ` / , — : : = 20 0 �o zo ao eo � � /� — = • � , � � / /� �REE� , - '�� ��t: �Q847 :�r_ , / �-% , _ � �_ :,f-� o�: � � ` �� RE ,, -/ : J',�•;��uR��;�p4�: ( IN FEET ) � , /�// GO -�� /���i�j��OF CO�d�P��`�` 1 inch = 20 ft i � \ ` ,�,i' , ���ii�.pinuu�a����\� i VA�ER VALVE \ 1 ' / / 1 ��� i 1�'/ / / / � \ / / / / � � I HEREBY CERTIFY THAT THIS IMPR❑VEMEK L❑CATI❑N CERTIFICATE WAS PREPARED F�R � . � TOWN �F VAIL THAT IT IS N❑T A LAND SURVEY PLAT ❑R IMPROVEMENT SURVEY PLAT AND THAT IT IS NOT T❑ BE RELIED UP❑N F❑R THE i '� /VAIL INTERM�UNTAIN ESTABLISHMENT ❑F FENCE, BUILDING �R 0'HER FUTURE BUILDING ❑R ❑THER FUTURE IMPR�VEMENT � � SWIM & TENNIS CLUB LINES. � C�ND❑MINIUMS PHASE I I FURTHER CERTIFY THAT THE IMPR❑VEME�TS ON THE ABOVE DESCRIBED PARCEL ❑N THIS DATE, � ' / MAY 24, 2006, EXCEPT UTILITY CONNECTIINS, ARE ENTIRELY WITHIN THE B�UNDARIES ❑F THE � / PARCEL, EXCEPT AS INDICATED, THAT THEI� ARE ND ENCROACHMENTS �N THE DESCRIBED PREMISES BY ' � NOTES� IMPR❑VEMENTS ❑N ANY ADJDINING PREMIS�, EXCEPT AS SHOWN AND THAT THERE IS N❑ APPARENT / EVIDENCE ❑R SIGN ❑F ANY EASEMENT CR�:SING ❑R BURDENING ANY PART ❑F SAID PARCEL, EXCEPT AS 1) PARCEL C�NTAINS 12229 SRFT �R 0281 ACRES, MORE OR LESS N�TED. 2) BUILDING HEIGHT—GARAGE SLAB 70 HIGHEST RIDGE 306 ` � �� ��� � � DATE �'�`� �'uX1� BY � � i I N❑TICE� ACC�RDING T� C❑LORAD� LAW YOU MUST C❑MMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AF1ER Y❑U FIRST DISC❑VER SUCH DEFECT. IN N❑ EVENT, MAY I ANY ACTI�N BASED UPON ANY DEFECT IN 1HIS SURVEY BE C�MMENCED M�RE THAN TEN YEARS FR�M THE ' DATE �F THE CERTIFICATION SH�WN HERE[N. � BACKLUND LAND SURVEYS P.O. BOX 614 FRISCO, C0. 80443 I PHONE (970) 668-3730 t13728-9 � � IMPR❑�/ EMENT LOCATI❑N CERTI�ICATE B U I � D I N C� P E R M I T N � , B 0 5 - 017 3 � EXEMPTI�N PARCEL DN �/AIL INTERMDUl�TAI�! ; SWIM A�4D TENNIS CLUB CONDOMINIUMS �����,�E�;���E2��-� PHASE II, TC]WN ❑F V �IL o � � � EAGLE CCIUNTY, C�LCIRfi�D� S�P z0°� ; ����—���b�.���. � 2883 KINNICKINNICK RD, S❑UTH FR❑NTAGE ROAD EDGE OF ASPHALT � _ / / rNn cnar Rav IQQIIEM / FND PIN/CAP LS 10847 N58'll'06'E 175 00 mruncnn uTU�Tr uaEs ----------- i / 15.3 \ T AINING W ALL �3• HIGH� 1�0 6. �pNGRETE RE — 40 4� \ IS' SETBALK _ _ — — — — — — — — — — — — BUILDING ENVEL�PE z5.0 N I N 32 4 N 1 N POINTS STAKED 8•Q o Z W ON CONCRETE IN p� W ` .00 FOOTERS W pj , b IN ' 0 4 , 8 0 I9 c�n n b � � \ N � O ; W I VAIL INTERMOUNTAIN ' o X � ' 25'° I SWIM & TENNIS CLUB , � _ _�— J C�ND�MINIUMS PHASE II \ 1 ———— — �� � ��--� � BOUNDARY OF FLOOD HAZARD AREA — SCALED FROM PR�POSED 9-25-3 ` �15' SE�BA�K 'INTERMOUNTAIN' FIRM FROM TOWN OF VAIL --- - \ - /� ��'_- / '/ - - ` �' / � � `� � - Z G� N�/ , __ _-- ?+ � S53']7'26'�► 164 43 N,��� — '� VAIL INTERMOUNTAIN WATER DISTRICT GR��/ 1 _ � � � EASEMENT BDOK 334 PAGES 66-71 �FRO� ` /� � � 5���/ � � 1 � �l,���� � GRAPHIC SCALE � � 1 � �� �� _ ._ .—" \ , / � 20 0 �o so ao ao � /� — 1 / � �� � ` — �,� � �� �R �K � / �/' ` f.� GpRE ,, � � ' ( IN FEET ) \ , i' ,�� i inch = 20 ft. � � ��� �. VATER Y6LYE \ 1 �/ / �/ \ �� / ��/� / / / � \ / i �i � � I HEREBY CERTIFY THAT THIS IMPROVE�ENT LOCATI�N CERTIFICATE WAS PREPARED FOR � l T�WN ❑F VAIL THAT IT IS N❑T 4 LAND SURVEY PLAT ❑R IMPR❑VEMENT SURVEY P�AT AJD THAT IT""TS��T T�BE REL-IED UP❑N F�R THE 'l /VAIL INTERM❑UNTAIN ESTABLISHMENT ❑F FENCE, BUILDING�❑R OTMER FUTURE BUIL`DING-�R�.uQTF�ER�,,FUTURE IMPR❑VEMENT � SWIM & TENNIS CLUB LINES, `� '°°" �� �,..�- �` ��.w_,_.�..�___�_���'°'-°+-�,,.,,,,� �,, C�ND❑MINIUMS PHASE I I FURTHER CERTIFY THAT THE��IMPR V� EIENTS ❑N THE AB�VE DESCRIBE�P"A�L'���THIS DATE, / AUGUST 9, 2005, EXCEP,�T--�UTILITY C�N�ECTI❑NS, ARE ENTIRELY WITHIN THE�-B.pL7NDARIES ❑F THE / PARCEL, EXCEPT�S,�INDICATED, THAT T�ERE ARE N❑ ENCR❑ACHMENTS ❑N THE DESCR�I��D PREMISES BY NOTES� IMPR❑VEMENTS ON'ANY ADJ❑INING PREMSES, EXCEPT AS SH❑WN AND THAT THERE IS�`1Vfl�'APPARENT EVIDENCE°i7R SIGN ❑F ANY EASEMENT CZ❑SSING ❑R BURDENING ANY PART ❑F SAID PARCEL'� EXCEPT AS ; / �� 1) PARCEL CONTAINS 12229 SQFT OR D.281 ACRES, MORE OR IESS N❑TED F�r ' � / b �� � / � �� DATE;� BY f �'� '� < � �� �.,�-�°°,'.,.-� ��, N❑TICE+'''AC,CORDING T❑ C�L�RAD❑ LAW 'DU MUST C❑MMENCE�ANY�GAL ACTI�N BASED UP�N A(VY DEFECT IN THIS��SU�'C/EY�,WITHIN THREE YEARS 1FTER Y�U�FIRST"�DISC�VER SUCH DEFECT. IN N❑ EVENT, MAY ANY ACTI❑N"`BASED�P❑N ANY--DEFECT'�`I�S SURYEY--BE'�C�MMENCED M�RE THAN TEN YEARS FROM THE DATE ❑F THE CERTIFICATI�N SHaWN HEtE�N.`�- BACKLUND LP►ND SURVEYS P.O. BOX 614 FRISCO, C0. 80443 PHONE (970) 668=3730 � a3728-9 _ - ' _ i ��p��� � /��"� � ~ � � �� Q f^��'+ � �� � � �' "'y M �a� w � p � O � �� � � � O �"��.�} N O ^ i �.. � � � �� � � � � � � O � ; � , � � SOUTH �RONT�C�� RO/�D � ��� � ��, EDC�E OF ASPHALT ��, `\_ ---- -_______- � —-— � � � �� � � j � \ � ^� �� � FLOW LINE i �� '- �� � � � LIMITS OF D15TURBANGE FENGING • FND GDOT ROW ` � �' -- �y i'/ UTLITY POLE MONUMENT ., � ��- �/ LIMIT50� DISTURSANGE ____-- - - - - -- _ � � /� r � _ ____ � �VERHEAD UTILITY LINES ---P� ����E _----a16 '� ,- _ — J PN E PN-E�---E �- E � � t�� --_ __------ - _ -- _ 816 � � — — � � � _ � _ - -E E E ; �r� PIN/G --� — — _ "_ —-E_ � � E -� � -�_ �� ���� �� � � L�084 — � = � / // r� / I`}I -��_,��—g' \ ,� C? I GONSTRUGTION --- - A �� 3� � • -- \\ f' \ � ( STAGINGAREA _ _ ---______ - -- - _- � 12 I STREET LI6HT _ � �-1\ F'ORTIO�O� GONGRET� -- __ ���_� LOGATIONR 4" ASPEN ��� RETAINIK� WALL TO BE ��GN) — - - � 1 _� �16 � ABAND�fL--_-- �p,����--� \ . - i ' -- y \ I '-'�� /,�_� � 6,-G0=R�TE R=�N�N�_ s_ - - _ — 7`L 813-15' SETBAGK — - - \ Z 0 N I N G STAT I S T I C S I � �-— 814 \ _ __ _ _ _ ,_ _ _ --, 3�� ASPEN � � ---i d \ / � _ _ — �— �__ — — �`� ,�,���`��-�L �I� ��� � r ) LOT AREA = 12,230 S F '�� � � � � � � ��' �f8�6�-0' � ��G 3 - � �' � I / � � � � N� � �Pp�R LEVEL �I a � F =� BUILDIN6 ENVELOPE - 120C �� F � � � � 14 �� 42-� I � � �826'-0" � N 0 / _ � _ _ - � � ,� \ � � 1 6ARA6E LEVEL � � ( 51TE GOVERA6E = IGio � 1 7P�06'-C" I RID6�ELEV = �8 8 5 �I I l� � � - (� Cs 1 � 807'-3° � N� � � i _ � ts ` � T O W/�LL . m - I � � 14' �812'-O" � � �� �6 12 � � --l�� I � � \\ � � 1 Q � � -�- �-� �- � � � 6 12 '=-- � N � � � -I-I-I-I-I- -I-I 1 1 I � I-I-I-I I-I-I-I-I-I 4" ASPEN � m �— W / � _ � I I Z � � � -I-I-I-�I-I-I-I-I-I 811 I � / � C� � � ' ,� I 1 � _ _ iil-i-i� -i���ii�i� � I I � ` W �_ N � I � � rn �� � 14 -I-I- - -I- �- -I-I-I I I I � t � I I I��� � I I-i I 412 > � � + _JI I ° ~ � � \ -I-I-I-I-I-I-I I-I- - 2% ���- W � _ _ J I � � 1 � / � � 1 I-I-I-I-I-I-I-I-I-I- �805'-8 � � - � � i-i-i-i-i-i-i i-i- ro WALL �� � w � -- � � -I-I-I-I-I -I '�, � ��~#t'• ,� � I-I - 181I'-O�� � �� 6 �2 � 6 12 \� I I . � � � ;Q � ��� � �q �� � ► `- - UTILITY LEGEND o 1 �y I 781 I'-O" 1 � � � � �\ � A EA N I �l/ � r l l '° � I �8 0�'-O° I 1 �� 325 5 S SEWER ALL U71�I �" ,_�JCf�TICNS, v �,Q�n�x • 1 %``�,�;�=I I ASPHALT 1 ���� � 26 � i i t�AMMERHEA� T O WALL '� �� __ __�� � � � , W WATER ME�R���L����E�I,�-�LL BE � '�"� �I v I I TURNAROUND 1 181 '-O" T O WALL � _ __ _ ___ __ _- \ ,� 7811 6 � ___ L-- _ --- � 6 6A5 � 1 � ���y � 1 • 780a'-O" T O FIN � � . i � \ I � �80� _O — FIELD \�E21FI�G BY / � I 1 N ' � � — J / � ELEGTRIGITY GONT��-��T�� BEFORE= �� � O � � � /� pEGK 1�EV��- / _ � / /� GOMME�lC,=P�1�NT O� • �� ` 1 ` .^ � II� rn y �,� ,/ �g15'� —� '� SETB p`G � � �� TV GABLE T��� GON4 rFu_ rlCl l � �� / � 1 � _ �� � I � �_�� �/ P�{ TELEPHONE � � �°' ^ 1 � Y ..-- I / , \ l� �810'-6" � , I �f808'-O" ,/� _ _ '� / � � / I � D — • � / / � � �.� � � _ � - / ----- I 1 � .� _ � ���"`'�,�-'' � �'`��'`�. Jl o _— �� - J� :- � / � • � _ _ _ I , � a� — ,8oq�-6° ARDEN - _--- -- �' ,' GENERAL NOTES. = � �ABANDON EXIST �I_ � ASPHALT DRIVE � T O FIN � _ --� -- � ' BTM D� WALL AREA - -� -- -- � � , �� � 10 - __.----- � / � � �� \ �80q'-O 7808'-O 180�� l5 5F �- _ �- -- � _ � /� ol Do not 5cale drawin � `�" �"`� � cJ ��-W �� ��- --" - - - _ �08 -- � __--- - -- -, g � - S06 — � k'' � � \ w f, f,��� �, � _-—--� __ - -- — i 02 Verify all dimensions cond�t�cn� �nd vh��ty Iccct�ons on � �:,,>� rn q� �"��,4,,,,,�~"" �,�""'°' --�� � ��- � the�ob site prior to beginnin� �rvi work or ordenna �� J �b10'-O" T O FI T O FIN � BOUNDARYOF FLOOD HAZARD AREA � � ��.:'� � X 1 \ � I J �� � � any materials NotiFy Architect , � any �onfl�c.s or � � � �" _ _� 78,N'`-O° 7812'-6" _��� SGALED �FOM PROPOSED q-25-3 _ ——�i discrepancies in the dou�rnent4 ���med�a;�ly � � ,�12 0, ^ q� -I�I-I-_�_ y / / / __� "INTERMOU�fAIN" �IRM �ROM TOWN �" ,��„ -I-I-I-I-I- � , � - O� YAIL _--� 03 Areas of conflicts or discre��r ���� m�st be fully � 0 -P -�- � �� NON-HEATED I-I--I-I-I-I-I-I- ,�/�' DRAIN TO � __—� resoived with written a rova� r cni thz �rchitect before � � � 8% �1811 -O I-I-I-I-I-I-I-I-I-I i PP � � � 0 � ASPHALT � I-I-I-I--I-I-I-I-I-I I- � LEAGH FIELD �� �--- �- construction continues in thos� ;reas -� � = DRIVE I-I-I-I-I-I-I-I-I- �/ / i � .� �.�--- � -I I-I-I-I--_ -I -I I- �� i __�. � I- -I-I- ,-�( I � /� � \ �---� 04 Plan dimensions are to fa�e :f st��c' � � - I-_ _ - -I-I--I-I-I- I-��I-I � /�C� �� ___ �.� -I-I-I-I-I-I-I- -I- -I-I- � /�(Z�- i � or face of concrete unless ��therw�se noted I-I- I-I-I-I-I--I-I- -I- -I-I-I �N'� � , Section and elevatien d�n�en��ia�s ore to top of � -I-I- - - - -I-I-I-I-I- -I -I-I-I � ' G� ,� � concrete, to of I wood ^� �f wail lates - - -I-I-I- - -$ - - - �� / \ '�i _ P Py �°f� p - -I-I-L--I-"f"-I-I-I-I-I-I-I�I - -I-�I .� / � or top of wall plates cr oenr� �niess otherwise ---- =1-I-I-I-I-I-I-I-I-I-I-I-�-I -I-I- I-I �c � noted I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-II-I I I j� l I �� / � , -I-I-I-I-I-I-I-I-I-I-I-I-I-I-I � I�I- I I I I I / �� � I-I-I-I-I-I-I-I-I-I-I-I-I-I-I I I-I-I-I�I-I-I i OS Provide all necessary �:�o�kr�� n s�u� ��alls and .�, /� —�—�—�—�—�—�—�—�—�—�—�—�—�— ��—,—�—� �—�—� /�-� / L�NDSG��� C��N�R�L NOT�S: O �� � I RE-VE6ETATE ALL DISTURBFF�ARFAS ceilin s Loc,ations �ncluae r _ ar� nc�t lirruted �:�� 0 ' I-I-I- I-I-I- I-I- �I�I-I-I-I�-I �� � TURB � �� -I-I- lf �q�Elf� I°rl- I-I-I- I � i to ceilin and wail-movnt�� �i�cCure� toi�ets, ��,a � � � - yp - i � 2 ALL SODDED AREAS t P1.AN782 BEDS TO HAVE EDFaE STRIPS AD BE MAINfAIt�WITH g @ � -I-I- - - 9 I -I- -I- -I-�I-I-I-I-Y- i � �� `= -' c_� -I-I-I-I-I-��I-I-I-I- -I- -I--I-I- , ANALTOMATIG.�PWNKIB25YSTH•1 toilet accessories, cab�netr � -curt��t�ps shelves, �,� ,,, �� � I-I-I-I-I-I-I-I-I-I- -I -I-I- I � � 3 ALL UNSODDED AREAS ARE To BE SffDF�hUTH NATIVE 6RA566 UNI.E�.�6 No'rt�o'f}�RNUSE c l oset rods and Pake br.am� � I-I-I-I-I-I-I-I-I-I -I -I-I- / Of� i� / _ 4 ALL SITE LI6HTIN6 TO BE DETERMI�D,BIJT YVILL GOMPLY NUTH TO^N OF VAIL STANDARD�a �� ; "W�`.> f� I-I-I-I-I-I-I-I-I I -I � � i+i " 1 I-I-I-I-I-I-I-I � -I- � � � �� � 5 MAX.SLOPES FoR t�^4 6RADE To BE 2�I MAX. O6 Goordinate al l eiectrical nnd r a.hani��l f xt�.res to ? ,�,t' ,� �` I-I-I-I-I-I-I -I�I � � � � / fit within ceiling, Floor and wal I =pace5 �e�iFy with � ;' `` �• � I-I-I-I-I-I-I I-I / / i� / Gontractor when d�vertin Fr�� c1�af�i��� ��`='� � V@ \ I-I-I-I-I-I-I I- i- / / �scn��cer G _ q���; � �. I-I-I-I-I- I- / G� L_ � n -I-I-I-I I- I i / / �� ` �^� � � \ `1 1 -I-I-I-�t�Iy- I � � / � srr� aunrmnr� cohraar rur� ear�,wicn�v� si� ��� f� � V I I I I I -I i T`�I / � / O7 In Lhe event that additional ���a G c�� �viao��ce is � � -I- -I -I �� � �� � Ib GOLORADO BI.IJESPRUGE PIGEAPUN6E5 8'-14'TALL needed by the Gontractor r�r ���,t�_�hc�� :r" any -I -I- \� / aspec ts o f t his pro�ec t,he 4 h�.�� �nme d a t�w no ti ty t he i � y -� �_�- / � � /� � Architect Failure to give �m� I� ��ctve ����a� relie�e /� � ,\ / // bo� / /� � q A.SPEN POPU.LS TRE�IILOIDES 3'-4'DIA Architect oP re5ponsibility V+ � / / / � � � �g The 6eneral Gontractor shall �e �esp,�ns�bl_o for ate• / \ y / / �/ �/ // � � ' SermFts and Irepp red � Gr� �I and hobf arnir2/ails � �`\ � , � �� p a ��- p n� 04-21-2005 I v+ � / � �� / / governed by the Uniferrr� B�ilon°o ..od� ItiG� Ed�tion � � i� Gode compliance is mandatory The �anstru�tion I � � , � Documents shall not permit wc.�r K that does n�t Revised� fj \ 1 / / /// �'/ / /„O�� / conform to all relevant codeo �r� lu�mo� loc�f and • I � � /� / � �J , regional codes WI TER �/A E \ 1 � � / // ��� �q The General Gontractcr and �s,bc�ntr,actcrs shall field 0������oo� � coordinate and obtain appro a� From the �,rchitact/ I � / � � ,� � Engineer before any cutting no�:ning or dr�lling of �n � / 1 �1 ,�„ / � / � any cast-in-place concrete staE I fromina or cany other � �� / / � // / structural elements which r�ay .��ecl tl�e str�ctural Sheet Number � e � . � / / � � integrity of the buildinq - � �I / � � � �� Substitutions of "Eo�ual" prcd�c.t� �,��� br a<ceptable / / � � � only with Owner's written a���re�a' I_h��c���e specified / / items are intended as c�val�ty s��;�r�c�t�ons oriy ' � � SITE PLAN � II It is the intent and meanirq cf �F�5� aacurr�nts that �/ // / / � the Gontractor and 2ach Sur _��tra�t�� pr o���de all � SCALE 1�� = 1�� labor,materials, transportat��n s��ppi�es eq�ipment,etc, / � to obtain a compiete�ob �aitl�r �I e re og��ized / / � standards of the industry / � _ � \ - _ �,=__ ��" `_ ,�,-r�.^�-_ ' - _ - .� ' - � - - ---� - --- - \ _ _ - �