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VAIL INTERMOUNTAIN BLOCK 9 LOT 4.PDF
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(5D� , -- - , �1� I � 1 1�6� � � 6� I I EDGE OF ASPHAL T 0�'V 5/94 �4� 2w 2~ 2~ G 1 L p 2p I p G p L n C p G p 2� 2p G� L� 2p 2� 1M, W � I � I � � ' 4" 4" 4" 4 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" -�-4" 4" I I EDGE OF AI SPHAL l ON 5/94 � BAS/S OF ELEVA T/ON.' � EDGE OF ASPHAL T ON 10/89 � � � I �8 MANHOLE 107.4 �_ d' s RlM = 7863.76 ��, I ��� � � � lN V. lN(W) = 7860.07 � MANHOLE 107.5 — — —lN{�-OU�fS) =-78&Q 07 � J� l � � � ►� � _ INV. OUT(E) = 7860.04 S � � � t VE '- — _ � � ._ — � . � — _ � � �- — — — — — — � � — _� �. � — — � � -� � — — — — — — — — � � � — — � — — — _ � � � � � � � � � _ � � � � ' � ` _ _ � — VE _ — — _ — — — — — — — — — — — - — \ � \ � \�8� � � unurr PocE 7880 — — — — — v� — — — — — — — — — — — — — — — — — — — vE _ — — — — — — _ — _' — — — _ — � � \ ���"" — — ,� � � . ; �,— — — _ _ — __—, — — — _ — — — — . � — _— � � � L � 102.89' �- � _ � — — -- — — — — — lV� QQ 00 E � � 115.34 — — — p = 05,3�52 R — 1040. 7 — � � � i / � � - - \ o\ _ ' _ FO D 5/8" REBAR & AL UM. CAP, � \ \ � � �s i — — — � — — — — ._ � ._�„ �- ► _'� • P.E. L.S. 5933 — �' _ � � � ` e• � 7890 � � �'4 — –�° � \ _ � � � — ��r� � � — _' � i — — � �`so. _ � _ � -_ _ \ � � � — � � � i �� — — _\ / s � � ` 6""\ � ` � � \ \ ' i / — � � p � O, � � ` ?S� � ' � � � \ � / � — — 6 ti � � � ` � `SO' 6.. 6"' �r / � � � S � � S°� � � � � � � � 1 , � ' � ..,.---- ,F� �6", — — — — ` �� ` 6 ry \ \ \ i � � � _ � � � � � � � � — _ � — � � � � � � \ � \ � ' / � � � � � � ` � � � �� �� �� �� ��y- � � � � � �4 ` �h � � \ \ \ \ \ \ � 0 ___ _ '! _ ` �� � �4 � � � � \ � � \ ` \ \ \ \ \ � � / - \ � � � • � � ` � � � � � � � � J O � � � � � � — — — — — — _ _ ` � ` 6'� \ � \ \ / � / � � � — � _ � � � V ry - - � � \ ` \ � \ �y \ \ / � ` \ �' ' O � � � � �(+., \ � \ � � _ � O _ — — — � \ � � � \ / / � — — � — — — � � � � 7900�— — — — — _ � � � � \ — � � � _ _ _ _ . c / � _ � y � _ — — — — � � � � � \ \ \ � � \ � � _, i � � � � _'` � _ � � ��� �¢� ` � \ � \ � � ` \ \ � / / � _ \ � \ � � �_ — `.J _ — — — -_ _ � � \ � � � • � � � —�'� � � N� — — - ; � _ — — � � \ ` ' Ir �� � — — �o. � � ¢�, � \ \ � ,�90 / � -�sb � \ � � � _ �-_��� � L O l 4 _ — — — � — — — '°� � � _ � � � � ` � � 8�� 8� � � � ` � �� — _ \ � � � � — — — _�890 '� - � — � � — — s� � � � � � � � � � � � � — — — — — � 28,039 SQUARE FEET � � � \ — — — — ' �-�_,,. _ � � � �" \ � � � — � � � �'�a� a 0.644 ACRES — — — — _ _ — � � � � � — � / / � ' � _ ° ' � � � — — — — � ��� \ � — — — — — � � �o., � \ � � / ` � � � 4p• 6" 6,° � `)� � � �O° � � � � � / / � � \ Z N � 7910- — — _ ._ ,_ _ — — � � _ �� " - � � — ` — m — — — — — � � � � � � � / — _ _ _ _ pp � — — � � � � � — ._ � 8� / � � � ��4„ � � � , � � � � / � � _ � �'¢O--- — — — — — — — — ` � � \ � � � sti � � � � � � — — — — — — - � � � � � � � \ � � 790� � ' �� / � s° — — � � — ��24_ _ � — _ � \ - - \ � �'oy � � � � -u' — — _ J900 — — — — — — — — � � � ` � � � / � � � � �. � \ � � — � ` m �o• � _ � \ � � \ `� � � ` -- -- — —'� — _ ._ _ k� — _ — — � � \ \ � \ � i \ r � � — � srp- � � i � � � � � �2�\ \ � \ _ — \ ` � ` -- — — — ._ _ _ ' � � _ _ — � — � — _ s•• _ _,-� �o � ��2,.� \ \ \ � _ — � � \ / � ` ` — � � � ��- " _ � � � � � � _ � - _ _ _ _ o — _ � � � � , � � � _ — — � -� • �. ' � � �.",�?a \ � / � f ��' _ - _ \ l� \ \ \ � �- ' / / ~1� �� _ � - -_ V • �920 _ � \ / �. — — — — — — \ S S70'10'19"W 69. 79' '�ry � ' � � 24 , � � � � IMANHOLE 107.51 � � � � � � � � 7910 • _ � � 8•' � / / f � � � ` � — — — — \ � — — \ � � � � � � — / , , � � _ _ — � �7910 I � � � _ _ _ _ � _ � _ �., _ _ _ — \ � �r2p p �i,2 h _ � ' _ _ �- \ �\ - LOT2 I L07' b �'�� ' - - - - _ _ _ _ � � _ _ _ � w 11 �'�" — � � ---�8y \ � � � 8�`• `� � _ ' 2S� _ _ 7920 _ � I �,, � — — , . � — _, � _ _--. — � _ — �r LEGEND P ' _ � . � � �--�� EX/S71NG GROUND CONTOUR FOUND 5/8" REBAR & ALUM. CAP, �P.� & L.S. 5933 � 2� c � � • O SANITARY SEWER MANHOLE / l, Duane l=ehringe�, r dul� registered lond surveyor in the � � SANITARY SEWER L1�1/E ��� Stofe of Colo�adc�, do hereby ca�tify that the su�vey shown hereon / . j�, wos done by me or under my di�ect supervision ond fhe horizontal and ve�fical meosu�ement occu�ote to e best f my ' —ryATER UEI/CSD WATER L/NE knowledge ond belief. �. GRAPHIC SCALE � �-� ���;'�°�'+`�'�"' ,� � 5 ,� Z� 40 L 0 T 7 2° BUR/ED 2" PUBLIC SERl9CE NATURAL GAS LINE / - Duone Fehrmge� PE & P.L.S 26626 / • ( IN FEET ) 4" BUR/ED 4" PUBLIC SERI/lCE NATURAL GAS LINE 1 inch = 10 ft NOTE-UTILIrY LOCATIONS ARE APPROXIMATE & ARE TAKEN FROM BASIS OF ELEI/,4 TlOIV.' —°��— OIiERHEAD ELECTR/C, CABLE TV, & �TELEPHONE LINES • FROM "LISTED" UTILITY AS-BUIL T MAPS , DATE REVISIONS � MANHOLE 107.4 HOL Y CROSS ELECTRIC ASSOC. a o eox s�a �I��. �On��� suirE �o� �' S•13�4 SHOW SOUTH EDGE OF ASPHALT. 077 METCALF ROAD ' �42�� VANCE S7REET � RlM = 7863.76 - � LODGEPOLE PINE HER/TAGE CABLEI/lSION *�� auoN coco a�s2o • • LAKEWOOD, coco B0215 .� �� $r INV. lN(W) = 7860.07 U S WEST COMMUNICA Tl0/VS �" (303) 949-5072 ee�n ��. (303) 232-0158 � lN V OU T(S) = 7860.07 PUBLIC SER I/lCE CO. ' �� PRO✓ECr NO INV. OUT(E) = 7860.04 � ASPEN UEI/CSD � ���� � , DESIGNED BY ' TOPOGRAPHIC M�f P 94356S ` + ' � � DRAWN BY DA7E'/SSUED � NOACE.• According to Co%rodo low }rou must commence � �� �� � - an le al action bosed u on ony defect in this survey MFD L L 1 4, BL OCK 9, 5 12 ,�4 � y 9 P within three y�a�s ofter }rou first discover such defec t. CHECKED BY ►/A l L l N T E R M O U N T,A I N S � ln no even t, mo y a n y a c f i o n b o s e d u p o n o n y d e f e c t i n OD F ��� — ��f this su�rey be commenced more than ten y�o�s from �ECO eooK DISK D E l/E L O P M E�i T S U B D I I/l S I O N� S N E E T N O the dote of certi f ica tion s hown he�eon. �A��C OUN T Y, COL ORA � � o - I , �, � , , �,�,, �,�,., _ ;— � �� �.--��.� _ - - �--��-'- _ r m VAIL INT�RMC�UNTAIN DEV�LOPME�IT SU�DIVISION � FiESU�C.�I�ISION �� LOT 4, �LC�CK 9, CQlJNT1� �� ��GLE, STATE O� C�L�RADO Z 0 � � W � � w � � 0 a z n N �b Q�00 V 7 T U � COUNTY COMM/SSIO/VERS' CERTIFICA TE CERTIFICA TE OF DEDICA Tl0/V AND OWNERSHIP• �o R=1040. 77 Based upon the rewew ond recommendotion of the Eogle County V G R A P I I I C S C A L E Known o// men by these p�esents that Don F�ederick ond the Morigoge • pC x � Direc tor o f Commun�ty Dev e l o p m e n t, t h e B o o r d o{ C a u n t y Compony b�mg sole owne�s in fee simple, mortgogee or leinho l de� o f � N� L=102.89 / Commissione�s of Eog/e County, Co/orodo he�eby app�oved the finol 20 0 �o zo ao 80 d=5'39s52r� o// thot �eo/ property situofed m Eog/e Counl}; Co/orodo described os �o plot this doy of , A D, 2002, fo� filing � �ao with the Clerk and Reco�der of Eagle County and fo� conveyance to follows � � T-51. '¢9 FOUND 5/8" REBAR & ALUM. CAP, the county of the pub/ic dedicotions shawn l�e�eon, sub�ect to the � o0 rowsions thot o �ovol in no wo obli otes Ea le Count far Lat 4, BlpCk 9, Va�/ /ntermountom Developn�rnt Subdiws�on, under � z z ( I N F E F T ) O / �'B=N 6 8'1 0�0 4�E P.E. cQC L.$. 5933 (BENT) mamtenance of oods dedicoted to the public �td construction of RecePtion 'Number 121108, m Book 225 at Pnge 335, County of Eogle, � �� im rovements thereon s ho l l h o v e b e e n c o mp l e t e d i n o c c o r d o n c e w�t h Sfote of CO�orodo, contoming 0 640 ocres n�o�e o� less, � d� 1 inch = 2� ft � � Eo le Count s ecificotions and the Boa�d of Coun ty Commissioners h o v e b y t h�s e p r e s e n t s l a i d o u t, p l o t t e d ond subdrwded fhe some into � �� �� ( _ 9 Y P � °i R D CH- 102.85 /o t s o n d b l p c k s o s s h o w n o n t h i s f i n o l p l o t r�n d e� t h e n a m e o n d s t y l e � of Ea le Count hos b a subse uent resolution a reed to undertoke A maintenance of the some This opprovol does not guorantee thot the of �od /nte�mountom Oevelopment Subdiwsion, o Resubd�wsion of Lot 4, � p o E v size, sorl conditions, subsurface eolo raun d wo ter con di tions, o r Block 9, o subdiwsion m the County of Eogle, ond do hereby occepf �'-' � EXISTING � � floodmg condrtions of ony lof shown hereon ore such thot a building t h e r e s p o n s i b i l i t y f o r t h e c o m p l e t i o n o f �e q u�r P d i m p r o v e m e n t s, o n d d o � � a� � D� GARAGE permi t, sewoge di s p o s o l p e�m i t o� a n y o t h e r r e q u i r e d p e r m i t w i l l b e hereby dedicate ond set oport oll of the puhl�r_ roods ond other publ�c � �� / issued Th�s opproval is wifh the understondmg thot all expenses imp�ovemenfs ond ploces os shown on fhe accomponying p lo t to t he q FOUND 5 8�� REBAR & ALUM. CAP, � involwng required imp�ovements fo� o// utility serwces, poving, use of the public fo�ever, ond do hereby ded�cote those portions of � �� �W � I-�ES \ groding, londscoprng curbs guffers srdewolks, �ood lightmg, rood said reol prope�fy which o�e c�eoted os eosements an the � E PE & L.S 5933 E �TI� � signs t/ood protection devices drainoge strucfures, and oll ofher accomponymg plof to the public {orever os easements for the � v> /�� A P R��AT � improvements fhot moy be �equired shall be the responsibility of the pu�poses shown herem, un/ess otherwise exp�essly prnvided thereon, � W A ( .� D / su b divi der an d n o t t h e C o u n t y o f E o g l e ond do hereby qront fhe righf fo instol/ and mointoin necessory � �� \1 I N ��C AN / Q the easemenfst�oreees/to/sh d s�b/e for p�ov�dmg fhe serwces for w hic h � � �z A S P�B � v�. °� H z .�A� PARK�NG� / / �, �� Executed this doy of , A !7, 2002 � p `' LOT 5 '�1� E S, 8 4 0 A �� C h a i r m o n, B o a r d o f C o u n t y C a m m i s s i o n e r s � � >> T v R E a q/e C o u n t y C o l o r a d o � �� oO � � R�JCi / � Owper ppn Freder�ck � �O AY 51 � � �'' T61/O—STORY G� � Attest ` '��� p1N / � �� Vo BColorodo781658 �I 7 RDA / �• - WOOD FRAME �`� �j F�R / � � � Witness my hond ond seo/ of fhe County oi Eogle SET 5/8" REBAR & PLAS CAP ENT / �- \ •6' P.E. & P.L.S. 26626 5, E�SEM/ / � � �000 ]� d "'� oa�°��o L O! �/�1 � �o u� v � ¢� y � � O Clerk to the Boo�d of County Commissione�s By Dan F��derick e a� o.,, , \ i � (�� � �c� 16,909 SQUARE F�CT 840B � � ��gc° � 0 388 A CRES ° u `�a ` N / Qr o �,w �, �� "� �,o� �a � COMMUNITY DE�EL OPMEN T CER TlFICA TE.• c ` �c F � � � va � ot� .Z �+ s C� P u�s u o n t t o t h e E o gl e Count y Lond Use Re gulations, the Directo� of STATE OF �OLORADO ) � o t �� °�' � A sO \ Eo le Count Communit Develo ment he�eb o �oves the finol lot ) SS � U� o ° c� N C L O T Y'B �'� 9 Y Y P �' PP P � ��oo° p � � t his doy o f , A D, 2 0 0 2 C D U N T Y O F E A G L E ) Y °o a'� o � �j � � U � E ��t � Q � ��,957 SQUARE FEET s��� \s The foregoi�g Cerfificote of Dedicotion ond Oi�nership wos ocknowledged � '�� �, o�o before me �his doy of , A D, 2002, by Dan W � ��� � F °�' � ?� `o��i � � 0.2�1 A C R E S �� �� Director, Communi ty Deve lopmen t Fre denc k ` c V � �j, C o u n f y of Eo gle, Colorado M y Commi55ion expires W k���. 3 - �, � � �� o O FOUIVD 5�8" REBAR & ALUM. CAP, witr�ess my hond and otfc�ol seo� � ` � j U��� � y STA TE OF COL ORADO C= ,� � LOT 1 � �' P.E. & L.S. 5933 ) �votory u6�ic Q � �°� ° o•o Z � SS 0 �� ��t� a�i `o � O O h h+.. � � COUNTYOFEAGLE ) �t � �,h ; � � r � � �� N 85.25�7 The foregoing instrument wos acknow/edged before me this doy a'`�' � ° � � 6g. �4" w � � � 14' of , A D. 2002, by � � °' � ��' 1� 3 y ` N-�C-c� �. 19' � ° `�~� � � �BAS/S My Commission expires °�'� o b o a� �\ �1 9 �F BEAR/NGS� � Wifness m hond ond officio/ seal Mor(eogee; a �� Q` N v � �p•1 � �o r s 8�05�0 6�, � y , o a� � � � o � o a� . � � � v �, �a�� S 10325' Nofory Publ,c W ,�.°ic o `o o�u° 'o J FOUND 5/8" REBAR & AL UM. CAP, " - P.E. & L.S. 5933 SET 5/8" REBAR & PLAS. CAP � �� L 0 T 2 P.E. & P.L.S. 26626 Tl rLE CER TlFICA TE.• BY LOT 7 z LOT 8 /, da he�eby ce�tify tho! l � hove exomined the Title to oll londs shown upon this Plot and thot Title to (n � such /onds is vested m � � Q � � m O STATE OF COLORADO ) � Q , ) SS � U free ond c/eo� of all liens, toxes ond encumb�onces, except as follows COUNTY OF EAGLE ) Z �.' The forego�ng Certificate of Dedicofion ond O�+�nership ivos acknowledqed l� � � z before me th�s day of , A D, 2002, by I' Doted this doy of , A D, 2002 as �` Y � O My Commission expires � (, J U Witness my hond ond olficio/ seo/ (1 Q � I.L Agen t � m � � 0 o�y u ic < Add�ess Q � a W SITE � � - L O � J N N ...�.� � ".� \ \5` `L � 1 1 SUR�EYOR'S CERTIFICA TE CERTIFICA TE OF TAXES PAID �"L J O ) �; NO TES P _ � s� � l, the undersiqned, do hereby cert�fy fhat fhe en(ire omoun t o f taxes � � 1) PUIiPOSE OF THIS PLAT lS TO SUBDIVIDE LOT 4 r0 CREATE !_OT 4A AND LOT 4B AS SINGLE FAMILY LOTS scAC£ �•- �ono ��� � l, Duone D Fehringer, do hereby certiFy thot / om o Registe�ed Lond ond assessmenfs due ond poyoble as of upon all fY p � ` ,,e• .. �N Surveyor /icensed under the lows of the Stote oF Colorodo, thot this parcels of real estate described on this plaf are poid in full w �; s ,y �R M p u t s P p/ot is o true, correct and complete Plnt of �oil lntermountom � � 2) SET 5/8" REBAR W/PLAS CAP P E & P L S 26626 Dated this doy of , A D, 2002 z � C\ —�-9 + .. 5 �� � E M E N N Deve/opment Subdiwsion, o Resubdivision of Lot 4, Block 9, Eogle — � • 3 FOUND 5 8" REBAR 6V ALUM CAP PE & L S 5933 ' ' � �� `5�� County, Co/arodo os /oid out, p/otted, dedicoted ond shown hereon, J O O J / / � 1 " ' � , s thot such lot wos mode fram an occu�ate surve af soid ro e�t b ~ 'x ` � r a fi 5 p y p P Y Y Treosurer ot Eoqle Counfy 4) BASIS OF BEARINGS 58525;34'E BETWEEN A FOUND 5/8" REBAR WITH ALU�t4 CAP PE & L S 5933 r � � `° me ond/or under my superwsion ond correctly shows the locotion ond a i � � � AND A FOUND 5 8" REBAR WITH ALUM CAP PE & L S 5933 ALONG THE SOUTHERLY LOT L/NE OF LOT ,� , dimensions of the lots; easements and streets of said subdiwsion os � 4, BLOCK 9, �!�lL INTERMOU/VTAIN DE�ELOPMENT SUBD/lilSlON �,�` S� the same are staked upon the ground in complionce with opplicoble \ regulotions qove�ning the subdiws�on of land `�� t�, BUREAU OF LAN � MAN AGElAEN T � 5) DA TE OF SUR�EY ✓UL Y 16, 2002 ` ----- J P ln wrtness whereof, l hove set my hand and seol this day ot CLERK AND RECORDER'S CERTIFICA TE. DESIGNED v i; Z 6) ADDRESSES �1 RE FOR /NFORMA TIONAL PURPOSES ONL Y AND MA Y BE SUBJECT 70 CHANGE �ERIFY FINAL , A D, STREET ADIJRESS W/TH THE E�1GLE COUNTY DEPARTMENT OF COMMUN/TY DE�ELOPMENT T/�is P/at was fi/ed {or record m !he Office of fhe C/erk DRAWN BY � �f: � of , 2002 ond is duly �ecorded ot Reception TV � 7) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY onq' Recarder ot a clock an fh�s doy � DEFECT lN THIS SUR�F_Y !�lTFfIN THR E E Y E A R S A F T E R Y O U F I R S T D I S C O�E R S U C H D E F E C T l N N O E V E N T, CHECKED BY D D F C\ Number � � MAY ANY ACTION BASED UPON ANY DEFECT lN THIS SUR�EY BE COMMENCED MORE THAN TEN YEARS FROM �/C/�/ T y MA P DATE ISSUED � THE DATE OF C_FRrIFICATION SHOWN HEREOIV Duone D Fehringe� �/18/�Z Registe�ed Lond Su�ve}or No 26626 , Cle�k ond Recarde� PROJECT NO By� , Depufy 02-0051 S LAND USE SUMMARY ADDRESS SFIEET NO LOT 4A 1G,909 SOU�IRE FEET SINGLE FAMILY, RESIDENTIAL 2840�1 l3ASlNGDALE BL�D LOT 4B 10.957 SCJUARE FEET SINGLE FAMIL Y. RES/DENTIAL 2840B BASINGDALE BL�D 1 oF TOTAL AREA LOT 4 = 27,566 SOUARE FEET (0640 AC) , _ � ' -- - � . --- - � - - - ' - -- r- - -- --_ - " - __ _ 1 �,�.,J .---�--�----��_ �__ r�,- � _` _ , - <..._, J _ - � , "A A A A A A ,4 A A A A A A A .4 A A BA SINGDALE BL !/D. (50� . , �1h � � � ���°'S I � 69 � EDGE OF ASPHAL T 0�1/ 5/94 �� � 1 2 L+ 2• 2� 2w Gp I p Cp 2p 2w 2~ G~ L~ 2~ 2~ G~ 2p W � i � I . � � � 4' 4" 4' 4'� 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" � i � I I BASI,� OF ELEVA TION: EDGE OF ASPHAL T ON 5/94 � � � � EDGE OF ASPHAL T�ON 10/89 � �� MANHOLE 107 4 � � � _{_ � 'd' I S RlM = 7863.76 �. � INV. lN(W) = 7860.07 MANHOLE 107.5 — — —lN�`-OU�S') =-78fzQ 07 S � �_- �� � i � � ����-�--�� � _ _ INV. OUT(E) = 7860.04 R-=- � � -- _.__ � � — — — — — — — = -- — — � -6y€ � � — � — � � — — — — — — — — ____� -- 1/E � — — � — — — ._._ _ _ � � � � � ` � � , ` � — — _ _ _ _ , _.... � _ � — — ,_. _ _ —' — — — — — — _... _ _ _ _-_- \ � \ � \ �,8, � �. uricirr PocE 7880 — — — — v� — — — — — — — — — — — — — �— — � _ — — — — -- _ _ — — _ _ � — _ � � � '8•• ___-- — -_ � � � _- — — _ _ ,� — — _ _ — -- _ ._._ — — — — — _ _ — — _ _ _ — — — _' J _ _ � � , � ,- — — — — — � N�'QQ'00"E � — � — 115.34' — — -- _ � ' — — -� � = 05'3g'S2� R = 1040. 7' L 102.89 J �- � � -- � i � � � FO D 5/8" REBAR & AL UM. CAP, � � . �►'' � � � � ' , � --` � e N — — -- � � � � '¢'• � — — � 7890 � � _ � �.. � � � �.. � � \ � � � \ _ P.E. L.S 59,33 � ��„� _ � _ � i � _ ""' ` �s � ` � ` — — ' \ � � _ _ -, — � / -��_ � - �' \ / \ _ _ � �^p' � 6�� � �� '_ \ \ ' 2 \ / � ' �. S� �- �'� ` � / � — — �_� 6" � � ` — `S�, E' �6,,, \ \` � � / �' � ` S, � — — 6., — �- � ` �`• —� �— � � \ \ \ — � -- ` �— ,! at — — \ / l�� � \ 6.. \ / \ � - - - -- - �. � \ � � \ � / � - � � - . — — — — — -- —' -� � \ "� � � "" -� � _ — .-- — — � r- � � Q _ � � � � .� ��„� — — — — ' _ ' `�4 ` �p \ \ \ \ UVO ' � ` ' — ` �, \ 1 � �" , � � — — � _ �.J' � \ � �` ` \ \ \ � / ' � — � \ (,1� � � � � � ---- • — — — — � � � ' � � — � O — _ _ — — — -_ _ _- � � � \ \ � \ \ \ / � � _ � �1 O � � 6'� � ""' ___ C3� � � � � ` V � 6" � � \ � \ � � � / � � � _�. � �� � 6'� 25" � � _ O — — — r — � — ` � \ � � � \ \ \ / / _ � ' _ - � \ � � � � � � � � 7900�— -- — — — — -- . � � � \ � � � � --� _.. _ � _ _ �— _ � � � � � � � _, � — .�„ � -� — lj�+'.��� " � � '� � � �_ � r— — — — -— __ ,_---- -- - sr0•� � � \ �� � 1.� \ � \ \ \ \ � \ \ / / �_ r \ � -'�- �� -..,._ , 1 � _� -- � �' ` � __ \ \ � \ \ \ � � �_ / � �, � \ w,y � _ �d �_ \�r `� � — -- — -- ¢p• _ � _ � ¢1. � � \ \ �`90 / � --�Sa ,., �� ,� �' � Ol4 _ - - - � — _ .�'°� _ � — _ � � ° � � � 8� ey � � � � -- � �� _ , � � ` � � - - - _�aso -.. L _ — _ � \ � \ � � \ ` / � \ , � _" — — � 28,039 SQUARE fEET ` ! � s 4 ' � — — � -� � � � ��� � � � � � � ` � �- � � -- - — a((�� 0.644 ACRES — — — _ � `� � -- __ 1. � ` �\ \ \ \ ' � � ?•. / � � � � �� � � �� �.� �_ � /O y _� / _ 1_` � W rn �•• 6� _' � �lp+ -\� �,y4,'D � \ \ \ _ � '� � ' _� �. `\ �� � __ — — N r� ?910- — — — _,_. _ _. — — ��e — �� — � � � �` � \ � ` ' -- ._._ �` / � - - _ � — — — — — 00 �' � � �� \ � — � 8� � � ,� � ��¢,. � � ¢O_ _ — — — — — — .—. ` ` \ � \ � \ � s• � � �� � � � � -'_ — — — --- — .— _ , � \ �j � Z ' � � � � `~� 7900 -� � � � I � — ' � '2" c1�y� � � \ \ t \ �OH � \ � J�1Sq � t � � �� " �� � \ / �� �� ��� ��. _ _ _ _ _ _ � � � � � � � � ` � __ � .7900 _' -- _ _ � \ \ � � \ � -- � � � � � ` m �ro. � � \ � `� � '-� ` _' — — � _ — — � — i�r � \ \ � � i \ / r � �- — — — -- — -- sr0' � � � i � � ` ` \ ` — � � , � � �?" � � � \ � � � � — — � 6° — — —��N ` \ � ,?~\ \ ` -- -_ / � ` ` ' � � � � � � � ` � � \ / J � � _ — --- .— _ O � � , � � � �, \ � � .. / � — — — \ � , '� � _ \ ���' \ \ � \ ' � � / 1- ,� - _ -- � \ - , � • �. � _ \ \ � � � _ .. — — — — — — S S70'10'19"W 69. 79' 7s2O , � �2� � \ � ?� \ — — .� ` — — — — — — — — � U� � � � � MANHOLE 107.51 � � � � \ 7910 • — � 8" � � / � � ~ � — � � --- � I \ � � � _ .�. .. � � � � � � � � — � � � � � _ — � \7910 I � � � _ _ _ _ , ,2a _ _ _ ._ — ` ��O p ���H � �� �� � � � or2 �► L � Tb ��8y -�- .- __ _ _ _ - _ - -- � � � � ' � W.. I � _ , ��y �� -` \ N8 _ _ �8.. — ' `S2S��,, _ _. 792� ��� �L _ — — , , — � — _. --, � I — _ — LEGEND ' _ --� �--�� EX/S11NC GROUND CONTOUR FOUND 5/8" REBAR & ALUM. CAP, �P.E. & L.S 5933 � ?� O SANITARY SEWER MANHOLE � / l, Duone Fehringer, o duly regisfered land surve}ror in the ��j Stote o! Colorodo, do he�eby certily thaf the survey shown hereon SANITARY SEWER LINE / • J9, was done by me or under my direct supe�wsion ond the honzontol and verfica/ meosu�ement occu�ate to e best f my GRAPHIC SCALE —i'ATER UE�CSD WATER LINE / knowledge ond bebe/ � ,o 0 5 ,0 20 40 / L O T 7 . _ 2� BUR/ED 2" PUBLIC SERNCE NATURAL GAS LINE Duone Fehnnger PE & P.L.S 26626 4' BUR/ED 4" PUBUC SERVICE NA TURAL GAS LINE / ( IN FEET ) 1 inch = io ft. NOTE-UTILITY LOCA TIONS ARE APPROXIMA TE & ARE TAKEN FROM BASIS OF ELEVA TION: °��- O►iERHEAD ELECTRIC, CABLE N, dr TELEPHONE LINES FROM "LISTED" UTILITY AS-BUIL T MAPS DATE REVISIONS � MANHOLE 107.4 HOL Y CROSS ELECTRIC ASSOC. P o eox 9�a ' su�r� �c� . �. 5�3�94 SHbW SOUTH ED�E OF ASPHALT. 077 METCALF ROAD IT�el'-MOII�1tA111 �4ao VANC£ STRE£T R/M = 7863.76 � HERITAGE CABLEl9SlON AVON, co�o e,ezo • • LAKEWOOD, coc� aoz�� INV. lN(W� = 7860.07 LODGEPOLE PINE (30J) 949-5072 U.S. WEST COMMUNICA TIONS . �111eC1'lI1�L�d. (J03J �.�2-c,se lNV OUT(S� = 7860.07 PUBLIC SERt/lCE CO. DES/CNEG BY PRO✓FCr,vo �'� INV. OUT(E) = 7860.04 � ASPEN U£I/CSD lOPOGRA PH/C MA P 94356� u must commence � I� ORAWN BY 0�7E'ISSUF' N07'CE. According to Co/oraoo low }ro MFD L� T 4, BL OCK 9, 5��� � ony /e�o/ oction based upon a�y defect in this survey . CHECKEG BY with�n tn�ee years after you first discover such defect. VAIL lN TERMOJN TAIN "4 ` _ !n no event, moy any action �ascd upon anyQdsfe��n DOF 1'� - 1C' th�s su►vey be commenced mo�e than ten y� �E�o eooK oisK DE�EL OPMEN T SUBDI��lSIOI`��� :�EE7 the dot of certrficotion shown hereon. EA GL E COUN Y L A t� � - � _ _ _ ___ - --��wr+.s�«:.. _ ar�r-y',.F24••" - "f�a.pYC£'°x�i'rl#Lf5FAiffi+'r2`�Fv'IrL7p�+'iGK�t�9k`.s^�e.:F.IW[&�ES�"-�SCT',k.! �1Gx'FX,'�.'4E1'.34'-"...`7.7�9E�@.,^'.x'a�q$FX.3".Li:E:�'.cLN':$4t➢.' 3$'Iffivc�a,ic, i�"7^h^T.9:�'i+ �1I-Y•'"_�'�°n'�°,'K'.fi's^�• '�IF'�• 1,.., ___ ,,,c�..��. -..r: . — — �'S.w \ � �°„ '.Y3'�'1.� � ,. ,w .. �..f..e..Y..r"i9".'JL`8.',�%'�?C�° . . . i � r m V�IL IN �E�r��u�T�ir� D�v��o►�r���T �uB�ivi�io� A f���IJBDIVI�I�N C�F J LOT 4, E3L.Q�1� �, ; � GOIJI�TY �� E�GLE STATE O� CC�LORADC� Z 0 � � � � w , � � � � fi ' , ; � � � W � � � , a 0 i �, c"� . , � I , i � � N O � 0 a� � � �� �� � �� i � � ,\ — � CO(�NTY COMM/SSIONERS' CERTIFICA TE.• CE�.TIFIC�TE OF DEDICA Tl0/V AND OWNERSHIP � R- 1040. 77 Based upon the rewew ond recommendotion of the EaglP County �M � � Knq n oll �en by these p�esenfs thot Oon Fredenck ond fhe Morigoge • a� � � C����-Ij�' Sc�L��' L=102.89� Directo� of Community Development, the Boo�d of County � Comm�ssione�s of Eag/e County, Co/o�odo he�eby app�oved the fina/ Cornpony be�ng sole owne�s in fee simp/e, mortgogee o� leinho/de� of Q 40 80 . / oll �hot �epl prope�ty situofed in Eogle County, Colorodo descnbed os �o ; z o o �o ? d=5 3 9�5 2�� plot this doy of , AD, 2002, fo� filing F� w r t h f h e C l e�k o n d R e c o r d e r o f E a g l e C o u n t y a n d f o� c o n v e y a n c e to fo//a�s �� � the county of the public dedications shawn he�eon, sub�ect to the Lo� 4, BlaGk 9, I/oil lnte�mountain Developmenf Subdivrsion, under � � o 0 � T-51. '¢9� � FOUND 5/8" REBAR & ALUM. CAP, prowsions that opp�oval in no woy abligafes Eogle County fo� • � �o � ( IN fFG'1' ) 0 / �`B=N 6 8'1 0��,¢'E P.E. cPC L.$. 5933 (BENT) mamtenonce of roads dedicated to the public untd construction of RecePtion Number 121108, in Book 225 ot Poge 335, County ot EaglP, 5 imp�ovements thereon sholl have been comple te d in acco�donce wi t h Store of Cplo�odo, containmg 0 640 ac�es mo�e o� /ess, �� 1 irich = 2� [t ( _ � hove b}� th�se p�esents /aid out, plofted ond subdrvided the same mto �� �� ' D �u �O��� Eogle County specilicofions ond the Boord of County Lommissioners �� /7 of Eog/e Counfy has by o subsequent �esolution ogreed to unde�take lafs ond b/pcks os shown on this final plot unde� the nome ond style R of �/p�l /nt��mounfoin Deve/opmenf Subdivision, a Resubdivis�on of Lot 4, � � O S V n mamtenance of the some This opproval does not guoranfee that the , ��' r� E siz e, s o i l c o n d i t i o n s, s u b s u�f o c e g e o l o g y g r o u n d w a t e� c o n d i t i o n s, or Block 9. 4 subdivision in the County ot Eogle, ond do hereby occep E X I S T I N G � � floodin condifions of on lof shown hereon a�e such that o budding fhe� respons�bi/i ty for t he comp le hon o f �e q u i r e d i m p�o v e m e n t s, a n d d o � � a.WF", (� U � 9 }' hereb y ded�Gote ond set oport oll of the public roods ond other publrc Q q� ; O GARAG j permi t, sew o g e d i s p o s o l p e r m i t o r o n y o t h e r r e q u i r e d p e r m i t w i l l b e 6 r) issued This approvol is wifh tl�e unde�stonding thot oll expenses improveme�ts on d p loces os s hown on t he o c c�m p o n y i n g p l o t t o t h e ; V „ � involwng required imp�ovements fo� 0/1 utihty serwces, povmg, use of fhe public foreve� ond do he�eby dedicote those portions of � �� �W FOUND 5/8 REBAR & ALUM. CAP, I�ES \ soid �eol p�operty ivhich ore creoted os eosements on the P.E �C �.5. 5933 T�� groding, landscaprng, cu�bs, gutters, srdewalks, road light�ng, �ood � U signs, flood p�otection dewces, droinoge structures, and oll ofhe� occomponymg p/at to the public foreve� as easemenfs fo� the � � v? � A �� ATE imp�ovements thot moy be �equired sholl be the �esponsibility of fhe purposes shown he�ein, unless othe�wise exp�essly p�ovided the�eon, � �� � / ' �� subd�wde� and not the County of Eogle and do hereby qront the right fo �nsta// ond mointo�n necessa� �! G O PR ls st�ucfures to fhe enfity responsible fo� prowdmg fhe serwces fo� which � � �� I � � AN� / � \ � the eosemenfs ore esfablished � z� � S� �-� , H � A � -� �� Executed lhis doy of , A D, 2002 � p � / �� 5.3 �`�`"� S P � .�` � 840A �s_ �� LOT 5 � � � � �� Chai�mon, Boo�d of County Commissioners ° � �� � �R U C / � � � Eogle Coun ty, Colo�oda �� � � O S G Attest P O Box 2557 � � ' � O AY � � �� �' O TWO—STORY ], Owner pon Frederick f 1 O DW / � � � Va�l, Colorado 81658 ' R � 7 FO� OA / / 0 -� WOOD FRAME �'� �jO � N / � � r Witness my hand and seol of the County of Eagle SET 5/8 REBAR �'c , �..�5 CAP , '�'J � \ P.E. & P.L.S. 26626 � �oo .��� ��� ��� ; � �. , � �or 4A � � � � � � � / / n��A� � p�c� = Clerk to tire Boo�d of Coun ty Comm�ss�one�s By Don Frederick a�O a� o�'. " � i 840B � � � 16,909 SQUARE f EET � e ��� c� � � � � � o � 0 388 A CRES u ��� ` �-� \ ar � �,w � a� �� �o, � a .� (� � O rT � � �� COMMUIVITY DEI/EL OPMENT CERTIFICA TE.• °' c � ° °�`� � � ��� �'�� � z- �- � � � \�� Eogle CotuntytCommu/nity Developmenfshe eby/opprovesthth�/fino/ plat STATE OF COLORADO ot � � °i a� v �..' ° o �y. � SS � ¢�oo° p ; I ' this doy of , A D, 2002 CDU�1l TY OF EAGLE ) U � F u,c.°� c J � N � LOT 4B " ��, <r -� d s�, \ � p � 10,957 SQUARE F� `� , � The jpregoil�g Cert�ficote of Dedicohon ond Ownership �ios acknow/edged � �,o� � a�o � �s 0 � 0 2 5 1 A C � � ��� befa�e m� /his doy of , A D, 2002, by Dan W � ��� c F °�' � D i r e c t o r, C o m m u n i t y D e v e/o pment F�ed�nck � �� G o�.�r Q 2 C o u n t y o 1 E o g l e, C o l o r o d o M y �ommi.�5ian ex pires � ,�, o ti c 3 �o I ' O � �� \� Witn" ss m hond and offival seol �, � � � �� o Q6, FOUIVD 5/8" REBAR & ALUM. CAP, � � � � `�` 'b � " � LOT 1 �"L � ' P.E. cPC' �.S. 5933 STA TE OF COL ORADO z ° ' °� ° o� ; ) otory ublic Q u�. ,�h� o , Z SS � `a ��`� � o y oo , � � � � \ COUNTYOFEAGLE ) v� �y� � � , - -� ��� a° o N � The fo�ego�ng instrumenf wos ocknourledged before me this doy y o� o � , c A � 6 g �9 N g5 2 5'3 4" W 147. ' tJ� \ of , A D, 2002, by ° " °i °' '' c m �� �9 M Commission expi�es °'� o a o o,� I, � � W (BAS/S O F B E A R/N G S y Y c � y � 3 i Z � O � 9 ) A, D,� � " W i tness m han d on d o f f i c i o l s e a/ Mor�Bogee: E � Q� �,o � y �� ` ha, � 7p1 cor s '� � 0506 � � N � �� �� �t t a , S 70325� Noto�y Pub/ic U �-�'c o 0 0�u° o i FdUND 5/8" REBAR & ALUM. CAP, � • P.E. & L.S. 5933 , SET 5/8" REBAR & PLAS. CAP L O T 2 P.E. & P.L.S. 26626 TITLE CER TlFICA Tc: � LOT 7 BY ' z � LOT 8 /, do he�eby certify thot l � � hove examined the Title to oll londs shawn upon this Plot ond thot Title fo (!� Q I ��, ' � _ such londs rs vested m � � Q $d �.D��c�r�.��s�, � � m O i STATE OF �'OLORADD ) (� O � c ' I ) SS � 7-- 2O Cpl-p rj�fU(.''� free ond cleor of o/l liens, toxes and encumb�onces, except os follows COUNTY OF EAGLE ) ~ � {��(�� � Z r ' \ ��" ��J� befoferme/ 9�S e�tificot�O�f�Dedicot�on and OwneA O, 2002,cby �vledged �,_, � � Z � Y� ��" Dated this doy of , A D, 2 0 0 2 Q � � �� e�S �t� os Y o 0 My �'ommrssion expi�es � U U � O �j� - �(� �' Witness my hond ond officio/ seol � p � w _ t..h"""r'',�+ J m 0 � I a� ;, � o (� „'. � �� ?��,� �� ��,.�� Agent o ory u ic Q� �,,.�yrt�''r�~�y`�5'�' - a d" z � K w o �?�`•'�z ••'" A ddress � � Q ! / �.,,». _ cT ..... F— �/ S��'Je c.�. ��;r��.� `a����.�.� J ( I j'� � N N � � Z J � ' � � �5` f CERTIFICA TE OF TAXES PAID. � j � � Pt _ .� �; NO TES �S 1 . SUR l/EYOR'S CER TlFICA TE• ` l, the undersigned, do hereby cerfify that the entire amount o{ toxes � � ( c; ' � 1) PURPOSE OF THIS PL�1 T lS TO SUf�DIVIDE LOT 4 TO CREATE LOT �lA AND LOT 4B AS SINGLE FAMILY LOTS SCALE r-s �aoo• �,t� � l, Duone D Feh�inger, do he�eby certify thnt l am o Registe�ed Lond p y � \ and assessments due and o oble os of upon oll • � � � N Su�veyor /rcensed under the /ows o{ the Stote o{ Co/o�odo, thot lhis porce/s of reo/ estate descnbed on this p/ot ore paid m fu// � z i � � 2) SET 5/8" REBAR Vv/PLAS CAP P E & P L S 26626 ��1 I ; ' � sR M�N 1 t P\ plot is o t�ue, correct ond complete P/ot of Voil lntermoun toin Doted th�s day of , A D, 2002 z ! —�9 � E M Deve/opment Subdiws�an, o Resubdiwsion of Lot 4, Block 9, Eogle — � i . � , v5 '`�" E�- �s�°N County, C o/o�o d o o s /a i d o u t, p l o t ted, dedicoted ond shown hereon. J � � � � 3) FOUND 5/8' REBAR W/ALUh4 CAP PE & L S 5933 � � ° ' n , s� that such plot wos mode f�om on occurate survey of said property by T�easure� of Eogle County Q � � � � � „ �° '° " me an d/or un der my supervi si o n o n d c o r r e c f l y s h o w s t h e l o c o l i o n a n d � i �x, , 4) BAS/S OF BEAR/NGS S85 25 34'E OETIti'EEN A FOUP✓D 5/8" REBAR WITH ALUA4 CAP P E & L S 5933 �� � 1� '° ° � AND �1 FOUND 5/8" REBAR W/TH ALUM CAP PE & L S 5933 ALONG THE SOUTHERLY LOT LINE OF LOT dimensions of the lots, eosements cnd sfreets of said sub ivision os i �% 4, BLOCII 9, t/.4/L /NTERMOUNTAIN OEVELOPMENT SUBDIIiISION E� So the some are stoked upon the qround m complionce with app/icoble ( ` regulotions governmg the subdivision of lond � `', F, B U R E A U O F L A N D M A N A G E M E N T i 3 5) DA TE OF SUR�EY ✓u�Y �6, 2002 0� CLERK AND RECORDER S CER TlFICA TE DESIGNED BY __ , ln w�fness whe�eof, l hove set my hand ond seol this day of --- t; ��'% 6� ADORESSES ARE FOR /NFORM�I TIONAL PURPOSES ONL Y AND MA Y BE SUBJECT TD CHANGE �ERIFY FINAL , A D, 2002 ' � STREET ADDRESS WITN THE EAGLE COUNTY DEPARTMENT OF COMMUNITY DE�ELOPMENT This Plof wos filed for record in the Office of the Clerk DRAWN BY TV � and Reco�der ot —o clock , on lhis day � �r � 7) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY L E G A L A C T I O N B A S E D U P O N A N Y of , 2002 ond is duly �ecorded of Reception CHECK D �" FECT lN THIS SUR�EY WITHIN THREE YEARS AFTER YOU FIRST DISCO�ER SUCH DEFECT lN NO E�ENT, D D F c. DE Nurp6e� i MAY ANY 11C1/ON BASED UPON ANY DErECT 1N THIS SUR�EY BE COMMENCED MORE THAN TEN YEARS FROM V/C/�l/ T Y M�l P DATE ISSUED �'' THE DATE OF CERTIFICATIO/V SHOwN HEREON Duone D Fehnnge� 7/18/02 i Registered Lond Surveyor No 26626 , Cle�k ond Recorder � PROJECT NO ` � By , Deputy 02-0051 S � � ���, � �' LAND USE SUMMARY ADDR�SS SHEET NO LOT 4A 16,909 SOUARE !-EET SINGLE FAMIL Y, RESIDENTIAL 2840A BASINGDALE BL I/D LOT 4B 10.957 SOU�'RE FEET SlNGLE FAMIL Y. R_FSIDENTIAL 2840B E3ASlNGDALE BL�D 1 OF � t s TOTAL ARCA LOT 4 = 27,866 SCJU�IRE rEET (0640 AC) � , � , �----�_� � - -� _ ��- ��_ _ �_ -��,.��._a a._._.a,�.._._.,,._ �., _,,,. � _ - -�.ox-- , >r_ _ _ � C - - � ; T ; � ���. �n�.,� T.._ � _._._�_.____. *`` ° ` - , � , ° _ f �_ ' ' � � � � ° � . ° ' _ . 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"_' , -'` --- — _ - — - - ,_ __�-n'.'_ __ � , r � __ . _ , _`" ._� _ y�� _„-_ -- .__r _---- r . �� - :___ _ -- '� _�_ -- � - -- - — ___ ' � •-*� , ___ __- _ . �'��S ��`"r 0� 'f'L,_ —_n _" ' i � r", � _i"_."."-_ ; — -__► . -____ �_ �__,• � � � � f � � '_ � � ...�` � __Y..�� _/� '_'.- � '_ �. ry 'i �_ � ,_R r'•_--.�._ —^ ` .� _ ;���2 2 to� I �"`_ h _ �`� ' ''�_ � _ _ �� ` __ ��°1��1"Cla � - -----�---- l�J I � � - - - -- --- - � __ __ ' - _ � � ' � __ ' � � � � � ' 4 � �' ' � � � � ' .�� T �N ���0 ; - - '_ - �� � ��-�� �.�b�� 1 . ��� k,�� � �. _ _ �',6•�a-1- _� +I oco'�� ►-��L, _ �E � o'�� � � _ _ �.� ...._... __� <�$ a�� ; � O ^ A � APPROVED BY TH� __ _��__,�.____ ` ; �-�--=-_-� - TOWN OF VAIL � __ - , � � -'" �� �� `- DESIGN REVIEW �OA��� - � � n � �u� - � � �-� � ; Q O � Q ' , - �. ; DATE: � � �_�- _ Nj . � PLANi���: �- `•/ _ , • , ,�� 9"7� � L - - - --- - - ---- - - - - - -- -- - - - - - - ---'( ' _ __ ---- - -�- ����o��� �� �ra�� � --__�=���_-��..;:�-�� --==���:-=_=-=_ "__�= �_ ___ - - . �.��� oF ���L ( - ---__-- �----___________�.�---_ - � � - � ������ ��o -- � . ��� � - � , � _ -�—� � . - . - �"� � ��-r�L co�����s�o�v ---- Q �-- , : . _ � ���'IRO�� _ � f , � Y� ` ', � ' _ ` `j C _,__._._�----- � �, � , ��1� � � ___ 5_ � � DATE: r - P�,���R: -- i--- -_� � � _ j ; , �- �� �.�. - . _ . _ � � . � - - �a�,,�-}- ,� �.�:�- __ _ __ _ , -_ __ _ _ -_�_�___.. _ .___�____�_ _____ � - _ _ _ ___- _ ._ __ __ �� �,,�._�-��,��� _ _____ _--_- _ _ _ _ _ _ _ , _�_ _ _ ____._ __ . _ __ -�- _ __ . ..� - _ _ ____ .� __. _ __ _ _ _ _ __ ___ __ _ __ _. _-�- - � _ _ _ _ ___ __ _. ___ _____._____ _ T�._ , __ _ __ __ _ ___ . V �� 22X12+ � M L I��4 x l I�/s3 N 00 +� +� � • � STRUCTURAL SPECIFICATI�NS � ; �; , �,'� ; � �, o � � � � � ' ) Foundation design based Lpon as�umed maxlmum soils beari.�g 8) TJZ's and Microlams are as manufactured by TRUSS-JOIST � . � ' capacity of 3000 psf, equivalent fluid pressure of 45 pcf CORPORATION, see sho drawin s. All built-u Microlam beams n i � i � (level backfill condition) and coefficient of friction for must be glued with PL400 and nailed with 2 r ws of 16d spikes 2 � �� @ 2- � G, ; 2 X �Q 'C �, �� O,C„ I- sliding of 0 50 to be verified by a soils engineer at time of @ 9n oc. Microlams deeper than 11 7/8" must be bolted together ' , W excavation. Znstallation of perimeter drain to conform with with 2 rows of 3/4" diameter bolts @ 48" oc top and bottom � � „ �� � � � � ' �� soils report by engineer. All footings are to bear upon Metal X-Bracing required 8�-0" on center in all diaphragms _ I �� natural undisturbed soil or compacted structural fill as All alternates to be reviewed by engineer. 2 Z X �Q 2 2 X �(� A\ approved by the soils engineer. Provide drainage mitigation g) Sheath floors with 3/4" T and G plywood with minimum span ( � �♦ for existing below qrade run-off ditch that presently crosses rating of 40/20 or better and glue with PL400, except storage �" � rear corner of garage. Garage excavation and foundation room floor above garage (see plans). Hail plywood with lOd @ - - ---- -- ------ -- - ------ - - - - --- -- ---- -— process to be completed during the months of July, August, 6" oc to all 7oists, field coordinate screw option Cover x September and October. Submit copy of soils report to decks with 2x6 Redwood with 2 screws per bearing point. � � �j � � structural engineer. l0) Sheath roofs with 5/8" plywood with minimum span rating of \� � 2) All foundation around perimeter of structure shall have minimum 40/20 or better. Nail plywood with ed @ 6" oc at panel edges � � �, � �� �� frost protection of 48" to bottom of footinq. All foundation and 12" oc at intermediate members ' -' -- - - - - - ' (y � walls and columns to be centered on concrete footings unless 11) Sheath all exterior walls witt� 1/2" plyvood or oriented strand _ � shown otherwise on plans. board with minimum span rating of 24/0 or better. Nail with X ^ 3) All cast in place concrate must be made with Portland Cement 8d @ 6" oc at panel edges and 12" oc at intermediate studs _ / �' ��� �F � � and attain minimum compressive strength of 3000 psi after 28 12) Live loads used for design- I _ � _ _ �J _ __N ___ _ _ _ __ ¢�� � �Q (� days. Design based upon BUZLDING CODE REQUIREMENTS FOR -Roof-80 psf snow. N � .. REINFORCED CONCRETE (ACZ 318), 1992. All concrete slabs on -Floor-40 psf residentlal. grade must be provided control 7oints (scored or cut) in -Deck-100 psf. � •� accordance with soils report Al1 exposed edqes of concrete -Wind-25 psf. I � a � � � a � shnll hava 1/2" champfer. Concrate work shall not have any -Earthquake-Zone 1 UBC. - - - - - - horizontal cold joints unless authorized by the structural 13) All construction must comply with the 1991 Uniform Building enqineer. Field coordinate all vertical cold 7oints with Code as adopted by the Town of Vail Building Department and the -�}� I structural engineer ��General Conditions of the Contract for Construction" (AIA � Q � 0 4) Reinforcing steel is ASTM Grade 40 for #4 and #5 bars, #6 and Document A2o1). � greater to be Grade 60. All welded wire Pabric must conform 14) Construct walls as follows- N� - x with ASTM A185. Reinforcement placement shall con;orm with -Exterior-2x6 @ 16" oc. � I MANUAL OF STANDARD PRACTICE, 1990 as prepared by CRSI. All lap -Interior-2x4 @ 16" oc., unless noted otherwise m X ¢ X splices to be minimum 36 bar diameters, all horizontal 15) All beams, 7oists and rafters are to bear upon walls or beams � reinforcing steel to ba continuous around corners and at wall OR be hung with SIMPSON Stronq-Tie hangers or approved equals _ __ __ __ __ _ _ _� _ __ _________ � _ __ _ __ _ _ ___ __� intersections. Minimum reinforcement protection: All connection hardware as manufactured by SIMPSON Strong-Tie �2Y0� N -Concrete poured aqalnst earth 3" or approved equals. OF -ConcTete poured in forms 2° 16) All structural members are shown in their final positions -� � -Slaba 1" properly braced and supported, during construction it may be �� � 5) All lumber shall be Doug-Fir #2 S4S or better, all wolmanized necessary to shore portions of the structure while other � ----- - -- --- --- — - - -- — �-� lumber shall be Hem-Fir #2 S4S or better Provide solid portions a=e being constructed. Contact the structural � blocking at 8'-0" on center in all diaphraqms. All colwans to engineer for consultation as required. m be continuous bearinq to foundation. 17) Contractor is responsible for all non-specified connections, /z - /L X 1� 2 � /� X '� 6) Glulam materials, manufacture and quality control shall conform contact structural enqineer for details as required. Engineer �-� with AITC Product Standard PS 56-73, STRUCTURAL GLUED LAMINATED to approve all structural substitutions. � i � '— ' � I TIMHER and LAMINATING SPECZFICATIONS, AITC 117-84 DESIGN. 18) Floor framing and concrete basement slabs must be complete and � /L �� �I� � /L[},�� O,L� I � � ' 2 �x �0� � I ��� O C, , Simple span beams shall be Combination Symbol 24F-V4 with no ln place prior to backfilling cured foundation walls, unless cambar. Continuous or cantllevered beams shall be Combination adequate bracing is in place. ' ' + 2 -2 ��e I2 -�' � , I Sylnbol 24F-V8 wlth no camber. Adhesives shall conform with the 19) Contractor is to coordinate all diaphragm penetrations (ie, I ■ �{ I requlrettents for wet conditlons of service. chimneys, plumbing sewers, etc.) through floors, roofs and � ; � �-1L 13��}� I X �I�� 7y All Trubolt wodqe Anchors and Ramsets to be installed according foundation walls with appropriate sub-contractors. General � � � �- ' t �j � � �J I � _�� to manufaCturers specificatlons Contractor is responsible for means, methods, techniques, , , sequences and procedures associated with this pro7ect. General n/ � p,� Contractor to verify all dimensions with architectural drawings. Notify engineer of all conflicts or omissions G A R AG� RO O F F R A nll I N G between various elements of the working drawings and the exlstinq conditions before commencing with that portion of the pro j ect e Got�tTRRGTC�S OP'fl . � � J/1 I I _ � I_O I I _. 20) All materials exposed to exterior and/or moisture conditions 01�� �'JUBS��TE ��2.5 �-o(�- 2x�O / `t shall be treated for these conditions (ie, chemical treatment, ��fE�S ��C.1�1�D �°� �hISULRSIOTI �L1R.pOS�S, staining, painting, etc ) as required by code. �t�,!��1 L1/ ���, �,� ,�„ I�� �o �� , 3u �=d12 lo'i �'--� - - -���- - - - - -- - - - - - --1-�-°-=-- - ---- - -- - —�-.t--- � - ; - - - - --- - -- -- ' - ----------- - - ---- ----- -- ----- � F�-- r _ _ � -row z 7oF�� �,!ou i 1 .�,��� � t� +� � +1O - �"6 � o ,�,+ ,�y ,`� ,'L+ �'� .�, _° I � „ -ro,� „ S -��, I I -° � _ O ti �'��p �,�rp rL -b-I � i�- 6�-4 ��� i �-d- � � Q 3-M� 13/� x I(� aR l�L 5'�� _ x �6'/Z _ _ i I -- - � � � sw� � - � z p - - - -- ---- -- �,�, J , � s-rF� �F „ s�P � - - I � 16„ - - - Z�i �ror� 6���,� 16 To�! 2��� � 0` - -- - - - � U sT� Y _T l� I� '; To F T� T� - U � -f"oP oF Sl.AB - � O j o�oF Uf�a�v - -- -0 � � �9�� _ �g-o�� i J �7�1072" � - - I � � 16'� 6 57/g�� � � � m 5 � A� � �c � 5�- � � � p ��i �N�`i"'� S(,ftP�'ot•l'l�F�D� T°;� ,� � � �"_ U 0 � -�-oW �i�1�D Ic�f �t�� ��' Ir1�.1F ��''��g ( � � � -- -- - -- - -- - -- - N _ _ - - - - - -- - � 8��" -ro �o�o�rv x�n c�r�� ���-" �p .� 2- M� �3�4 X I�- � ' t--- s,r� ��u�, #����-c� a�� '12:' �P�NS io�► To�► T J 7°w - _ l� At, � '�W I P oF Ly4JOVD � �'o„ ' ' '�p �F Mf��W a� ND M��. 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COC� ,._... / - ;i or equ�volen t c �/ ° '',^r \ I � ^ � �b� � �� _ �---. _ , � '` ���� ���' . . � � ,��yI ,Q �l �` .�.=� "'�' ` � ,� o � %t�!<�i,'��i,'��i,'�'ii.'<�i.� � L,"" (��1 � � , d � � � j:� _ \� .--- f�lb�� �� ,�" � ` Compacted Bockfill �.{ �-- NO�ES � I � � .�4'.�� � . ..i�^.� •� _(v __ ' ' � _ �� ..�-� '` rjp _ ` -'`'� 1 THE 60ULDER RETAINIr✓G 61%1LL SHALL BE CONSTRUCTED t�✓1TH ROUGHLY RECTANGULAR � "`` � �`� - ROCKS, lylTN AS MUCH FLAT SURFACE AREA AS POSSl6LE, IN ORDER TO INCREASE THE � .,�'72'�e: �\ �` � �� � --~ .�_�-74,..�.- -''"' � FRICTION SURFACE BETWEEN THE 80ULDERS � .,,,,,,,a�"�"�'� � ���,,,_,� - •.� \ i i s�'` / '� �� ...•r 2 T Hc B O T T O M B O U L D E R S S H A L L 6 E T h'E L A R G E S T A N D S H A L L B E P L A C E D O N N a T I V E, � N �+'°rP'� "�4 � �- /' UNDISTUREED SOrL FREE FROM i0,AS0IL AND ORGANICS �• � "� �, �" � ,.-A" �oY� — `rj(p� --"' � 3 THE SUCCES51UE EOULDER LAYERS SHALL BE OFFSET HORIZONTALLY BY A A4/�JIA4UM GF 1 I '� i -''' l � ��� �� � �` FOUR INCHES FOR EACH �rRTICaL r00t \J � k� � -i ,� �--^ ,�g� 4 FILTER FABRIC, A4IRAFl 140N OR EQUtVALENT SHALL BE PLACEO AGAINST THE CUT � l _ �,,. ' -�'`7 1 � ` � � � / _--- -7� '"'� '"� - SLOPE SURFACE TO PREUENT SOIL 11�ASHING THROUGH THE ROCKS � � ✓�,. � l ,.,..- y� a �, ��,� � � 5 A MlNIn�UM OF FOUR FEr i OF FROSi DEPTH SHALL BE PRO�IDED TO PREUENT HEA�/NG � � OF THE RETAfNlNG INALL /� / '� ✓ �'",,; '�,,, � /'�,�7 � � / � J �,/. �O �;, � — � � / '- ./�f �� �.�,"" �,a� � '"� `/, ��� a j)�i� � ' .� �� ,� t ` ���y '`�� �'� J� � � ��� 2tl � � �_„ ..-.+ - PRO/rC7 NO 9530 `� � / /'~ �,,,,. '"'� ��.-�' �� '"�O � \ / � f�'�'' �,�,r., •--- "� ` �— — CI11L/GEOTECH�ICAL SCALE / ,/'� �� � !/ - � "'� � C'�...� � ._-- �„ ..�-' �. 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( I y ��,,��i I I , , ,, � � n _� � t(,�` , . 8 b 4 3��2 6 �6iD�I,oGKiF� r♦ ♦ � -.x .. d '�o,G.�oK� R5'r �C `� Il�' sLAc�7 � ��pF t,00� :�ri i O' �"'�� < �-N cor�cP� sc.RB-�1 I I n; � �A��H. 4 �: � � ��, - y �� I IJRa�t RE+tifoRcED 4� _� �tG�E'� W/� bx �oxl r �j ( „G � u� �►�,���hM���s�� �� —J � N {�� �'' � , . — H��Pd. h� f�W , I 2X e16°cc, (� , , _ I h� D fo�'l1tJ(o'QkD "TaF o = �P-1Nb�lkti, x ■ � � _o � � 2��X2,o,,x$,, a�-3" q3 b�� _ � N c� f--. ( �13-�58� � -� 3 � � m � u�. ���,. � � � � � �,,+ ,,,�,, � � r` . T . 7bF `� N .�7�PoFPvlu000 3T RS �` � c+J3 16„ _ ToF � ,Ls��i" d �" � . 16" � _ � ..� , � ' - o(o S b �3��r � ��tb � , 4 �L 1' F ti� � _ � � 5����� I r , 1 I 2Xf0 �2-ML�' t[ - �, � -�� � � � � �---. � _ �a v _ r -� ` I x � N 0 8��� 3 � �%�' u� -a � - � " ,�' � � � I � � , m � N � � � � � , , -�- ���'' ( s� ►b'' � �'i i , = a� � 8q-�' �r .�. E. o� � � � � � �� � b �� !d- � S� ����� � �x2=o S" _P �?i� (y� R'� � � - m $' ,,�t , S3 � w 3-�S s� �' ( � � . - _ i Q���+ w�1 �Q, ~ � � N �''� � N �' �� T f 1 . � L J L � ',4�° __ � �oo+F .r : �~` 12' " (o=2" �! � n `` � � _ , . � :.. � ��.� ,� � : �� � MAIN LEVEL� FRAMING- � � � � �� � o . Mn�N I.�t,��N�?o accAMw+avxr� � /4,�, _ 1 �_��� � �'�i .��,�,a,,;�,.,�.�,r, . _ _ ', - �'/2° Lo�.1cRF� �PPINCa. / - � VF� '4 ' . , � 4 FOUNDATION PLAN � � � � - � , i��� � � � � , � � . � .�, �,,�-�o�S � �P� 1 �4�� _ � �_��� � � � � �� � 1 M 2x10 �RA'MiN� aP-nc�ri- � ' . , . � � „ k ^ ' \ � i � • � y �� ' '' 2-2x�2+ , , M� 13/4 X li�/S � '� �� to � : � � +� ,�`° + - o � � � STRUCTURAL_ SPECIFICATIONS � �-� � . � � `) Foundation deaiqn based upon as.,umed maximum soils beari:�g e) TJI�s and Microlams are as manufactured by TRUSS-JOIST ' � capacity of 3000 psf, equivalent fluid pressure of 45 pcf CORPORATION, see shop drawings. All built-up Microlam beams /L x Q �� O G /L X � � �� D�G, � (level backfill condition) and coefficient of friation for must ba qlued with PL400 and nailed with 2 rovs oP 16d spikes , , sl id inq o f 0.50 to be verified by a soils en qineax at time of @ 9■ oc. Microlams deeper than 11 7/8" must be bolted together ` -.�` excavation. Installation of perimeter drain to conform with with 2 rows of 3/4" diameter bolts @ 48" oc top and bottom. ' 'O n — n � � _ ^ � ' soils report by enginear. All footinqs are to bear upon Matal X-Bracing required e'-o" on center in all diaphraqms. I /L_ Z x X � natural undisturbed soil or compacted structural fill as All alternates to be reviewed by enqineer. 1n G� � approvefl by the soils enqinaer. Provide drainage mitiqation gj Sheath floors with 3/4° T and G plywood with minimum span u• , � _ , !or axistinq below qrade run-off ditch that presently crosaes rating of 40/20 or better and glue with PL400, except storage rear corner of garaqe. Garage excavation and foundation room Eloor a�ve garaga (aea plans). Nail plywood with 10d @ - process to be completed during tha months of July, August, 6" oc to all joists, field coordinate screw option. Cover X � � O Saptember and October. submit copy of soils report to decks with 2x6 Redwood with 2 screwa per bearinq point. �j �� U structural enqineer. 10) Sheath roofs with 5/8° plywood with minimum span rating of O. � 0� 2) All foundation around perimeter of structure shall have minimum 40/20 or better. Nail plywood with 8d @ 6" oc at panel edges �.�1 ��t ~ � frost protaction of a8" to bottom of footinq. All Poundation and 12" oc at intermediate members. � � N �" walla and columns to be centared on concrete lootinqs unless il) Sheath all exterior walls witt� 1/2" plywood or oriented strand ' ,_ � shown otherwise on plans. board wlth minimum span rating of a4/0 or better. Nail with -� ��p� OF Q Q 3) All cast in place concrate must be made with Portland Cement Sd @ 6" oc at panel edges and 12" oc at intermediate studs. I = and attain minimum compressive strength of 3000 psi after 28 12) Live loads used for design- `�, ¢�� � � }� days. Deaign based upon BUILDING CODE REQOIREMENTS FOR -Roof-80 psf snow. (�/ v w REINFORCED CONCRETE (ACI 318), 1992. All concrata slabs on -Floor-40 psf residential. � O grada must be provided control 7oints (scored or cut) in -Deck-100 psf. ( � �j � a r1 accordance with soils report. All exposed edges of concrata -Wind-25 psf. (� ° shall hava 1/2° champfer. Concreta work shall not have any -Earthqnake-2one 1 UBC. ' horizontal cold joints unless authorized by the structural 13) All construction must comply with the 1991 Uniform Building I enqlneer. Field coordinate all vertical cold joints with Code as adopted by the Town of Vail Building Department and the ,,/� � O I structural engineer. "General Conditions of the Contract for Construction" (AIA W Q � 4) Reinforcing steel is ASTM Grade 40 for N4 and #5 bars, #6 and Document A201). X ` qreater to be Grade 60. All welded wira fabric must conform 14) Constzuct walls as follows- x k with ASTM A185. Reinforcement placement shall con#orm with -Exterior-2x6 @ 16" oc. � �. � MANUAL OF STANDARD PRACTZCE, 1990 as preparad by CRSI. All lap -Interior-2x4 @ 16" oc., unless noted otherwise. X �' X I y splices to be minimum 36 bar diameters, all hori2ontal 15) All beams, 7oists and rafters are to bear upon walls or beams � �(i :��� �Q reiaforcinq steel to be continuous around corners and at wall OR be hunq with SIMPSON Stronq-Tie hangers or approved equals. ��� � ��+ intarsections. Minimum reinforcement protection: All connection hardware as manufactured by SI2�SON Stronq-Tie �0� N � -Concrete pourad aqainsY earth 3" or approved equals. OF � J _ �� •�, -COncrete poured in fozms 2" 16) All structural members are shown in their final positions �,pp T � -Slaba 1" properly braced and supported, during construction it may be L �� a�� 5) All lumbar shall be Doug-Fir #2 S4S or better, all wolmanized necessary to shore portions of the structure whila other 1 �� ��� � lumber shall be Hem-Fir �iZ S4S or better. Provida solid portions are beinq constructed. Contact tha structural � � � �� `�� blocking at 8'-0" on center in all diaphragms. All colwpns to engineer for consultation as required. �i:. CJ i , be continuous bearinq to foundation. 17) Contractor is responsible for all non-specified connections, !L — /L x '(f 2 � 2 k �Q 6) Glulam matarials, manufacture and quality control shall conform contact structural engineer for details as required. Engineer � •� `�, �� r �M� wlth AITC Product Standard PS 56-T3, STRUCTURAL GLUED LAMINATED to approve all structural substitutions. /� x IQ Ly �� p , C, TIlSBER and LAIiINATING SPECIFICATSONS, AITC 117-B4 DESIGN. 18) Floor framinq and concrete basement slabs must be complete and /L K I� 2,��� O.Li , Simple span beams shall be Combination Symbol 24F-V4 with no in place prior to backPillinq cured foundation walls, unless _ _ camber. Continuous or cantilevered beams shall be Combination adequate bracinq is in placa. 2 -2 �` � + -_ Symbol 24F-V8 with no camber. Adhesives shall conform with tha 19) Contractor is to coordinate all diaphraqm penetrations (ie, ' � requiremants for wet conditions of service. chimneys, plumbing severs, etc.) through floors, rooEs and � M� �3�+(p (�� � 7) All Trubolt Wedga Anchors and Ramsets to be installed according foundation walls with appropriate sub-contractors. General t to manufacturers specifications. Contractor is responsible for means, methods, techniques, � /y� � sequences and procedures associated with this project. General ___ _.___ Contractor to verify all dimensions with architectural rG A R AG� R4 O F F R A i1�i N G dravings. Notify enqineer of all conflicts or omissions between various elements of the working drawings and the , existing conditions before commencing vith that portion of the n� pro j ect. I (�OrJ'f(t.prCjO�S OP"(ON: nJU'85`I TIJTE ��2�S � 'Lr��O � �/1 I t _ � �_O 1 I 20) All materials exposed to exterior and/or moisture conditions ��,r�rro �f ___ _ ,.,_' shall be treated for these conditions (ie, chemical treatment, �'r'"-'S c`���� �� ��V��� �u��S�S� staining, paintinq, etc.) as required by code. ���4 � '� � u �.�,o' �'� ���� ►O�I�o� � b�-3'� � �p ��� z �� � � z� � roW�► ���� 7�.=p° I �'"� Q , � - � co I 'o O Q + � ,� n%ry+,� Iy�'10,� � --�� , ,� �°.�'q„�� ��" ,�-d- r� �, p . � � � � Za4t LL �Q r 3-r�►�. �3�4 x 16 �� l��= 5"�a x I6'IZ I ; ; � W � -- --:- — _ I a� � � ?° �° - � t — � -- �(�n �L i� � b�'�6'� ((°° Totd � 2.��� � _ � O o• � ., � U _ ,., � � �� U Q � � , � � ,b� -�P�F su� - Mr o �i �F n �` oPoF wcov 0 6�=9 16�� �� � o" -►� � � Y TIX . , „ _� I �b_5,r8�� cJ L. A� � � d=� � . !� aQ � � � a 54- . �." coN�R� sc,ae�-o►,t-� "�'� � �, =o -�w �u ►� �� �R W�F �6�5��' I � � W, o � _, ���� � I �o�o�►o x i o c�►Tr.i� w� �� � ,— . 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