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HomeMy WebLinkAboutVail Village Filing 1 Block 5E Lot K Village Center La Tour tA � n � � � � � � U � � � Q • � e,. fA c. 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PA6E 707 ( �,_ P�A \ � l-�_ % � �,_ C6= N 68°57' 16" W � O O 6A \� P � �� �� � �� � � M E _---- __--- � -- -- - \ \ � __ _ ,,,� �E � � \ --- �.s• ,.s� � � / � � � _ _"-- `.- -� � , _-_ �-- - ,00 ^� � � ,..5 i �� , � /�- io.z � `` \ �r wwoaws / � �_ ��.� q � \ I ' , � �� _ :� � � � �-_ � , ,a� ��� i �\ ��� �_ = 14° 00 ' 55" _, 1 SCALE: 1 " = 10 ' ' � j - � ,.5 . e., - �-, � � -�� DATE OF SURVEY: 1 1 /8/93 \``� ;� _ ��' � � � � � °� _ - - -_- = = L-- i , �1� � \ � R = 145J7 j , `�=' :- - � � ,se 'B.� �-- - -__ - _�_-_ _� � � \ � �� ,�X. ��,,� � L=35 . 66 / 40' UMM EASFIAEM (� / \/ COMMON WMX % � . 18.8 3.6 � / �� ` .�9/� � 9 \� ( PER IMP OF NLIACE CEMER. T� � � .G�7 � � � •B \ BOOK 246, PAGE 624, NOT DIMENSIONED ON PUT ). 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' - - ._ J _ '�` O , F \ " __- � 0J' { I \ � - O.Y' N ' � _ _ _ . Q' \ i BLDG. � �'T � ; \ ` / y 'I ' _ ` � OVHG. o I NoLY CNOSS 0.EC1R�C ACCE55 � I ��\.__-_- �� � I \ o FASF)AEHf `! \ __ � ` ` � pECORDED BOOK 442. PACE 645 � � I � I \ � U 4F �-� � m l l Z � � .p m w j � N � N j L Q = I JJ 1 JJ ' I A 0 I J I � p � m \ ' � � + I 1 1 �� ,_ _ BLDG OVFICS _�-- � "� � i � ; � ' ' 1 / i � - - - I 1 $ri ` \ / , \\ \ 4L � \ _ - - - s�oc rnmc GI °. �\ ` ____ 72A -. _ 4J �1.4 - _ N n' ro ` ` - WAtF _ . i � _ __ � - � c � � _ - - - 15.2 i,. � - - ' ___------- uL. Ji a C _ " ___�-- - 3.4 � ry� �v SA u - 11.�_ - � ks ' � \ _ _._ ' � - - - - -- __ . .. - - --- ---`-- �- - - ---��.\�a � � � / ' _ � J � O C___ - � ' � \ v \� "\ / I O � � 3E \ o.� srucco ww� ��`,\ � \ �.3 � ^ � as.o - � (11 � � 41 � t .e m � ` J � \ V / �� � � � �• ��i ��S � \�-\ ` � , _ ,8.9 _ _ / z,:J _ _ �, � � �, ; ;, � � �� \ 3.0 / j8 / - __' 12.9 �r1 ' / _- _- -_ y\� �. � `-Jti _ " -.. \ � z ) �3'D __ �G \ ! 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' �I cD - � 58 ' ' � � � i �� �a ' � � - - 1 `--- _ -- - �_� ss � _ ewe ovr�c /� � ure� ^ � -T e .s' - Z - o. �_�- _ z \ / : 56 ��' / `' / - --- "-_ ---- - . . . - -� - �.o• -- - --- _ _ '- i .s -- o � _ _ _ _ - �-- � `` �',� � i v carc� ow� 5E `� �/ � � - ie�--- � " � --- - -- - _ _ �: ��Z -- ' �`- 4H 1� I �o:s�� i � 'r � � - -- -- - _ ��/ � ---- -� --' � ` \ ,� \ _, � . � i / ,,- �- --- 1 N e`a4a•is-� - ��= � � .o Koac w � � � �j / � -� ' � ! j :a fT1 � \ ' - �\ \ \ \ 4K � /{3:.1 . -�� / � _ -__- � N 76�6'S5 F 69.00. 4.' __ _�_ E 47.00 "_' _'_ '__ - __.'� ` ,/ � PIANTE��_ � _____-- yU1JC � 1 � � � � � � ' e� � --��� 3D ---- - -�-� � \ _ ��j / _ �� � `� z � �\. 10. 1 ' L -' �- - -�- - -� \ � sc � � ..z � ,- __--_�- o.� 5,�,��o / - - --- - N 78°53'00" E - 49 . 10 N 8� � » � I i D � � G-- -' _ ww� / 3A \ � �t � �ea �= _ � � . _ � � �- - � � NorE: 48 04 ----' • � ; � \ _ � _ _ � __ / LOCATION OF HOLY CROSS ELECTRIC E 35, SD s.°°� 5.x� r \ ' - _ � i EASEMENT FOLLOWS BURIED EXIS?ING LWES IN V � - - - --- __ - - - -�" '""11 - - - - j � THis nREO.. � NOT PLOTTABLE ) � N 81 ° 02 '23" E - 68. 66 � / J�- � = �- _ D. PI & CA LS. No. 256 -_ ._ SD -�' � �� \\ �- -- -- f j 4a \E A S E M E N T R E C O R D E D B O O K 4 4 2. P A G E E 4 5. FN N P 6 � � \ J \�--- - - - - _' _ _-_---_- "-- � -� � R � z°•'s°aao- R - Ze.ao ` __ - :f� 3C f ����� � / � _ se.se I L � 7q.2i� 38 � E PI.pKING � �E55 _ _-_- � � _ . - _ __` I` � �/ 4.\ F� ,�t� ��°� S - P�KN�� ,�E=� - -� ! _� � � 3 N 78° 53'00" E - 31 . 30 , n \ CONCRETE DRNE\ �.a �.m \ EM - - --� - �� W� To ��o!�lF� --�'-��-= - - _ � �`� , �fJ � E ' I �`-- �-' 4�0._ _ _ - f ' \/ \- � __ ----C _ -�N 9qT15 E 2� ` - � ��016 � - � _ _- _ CONDOMINIUM ASSOCIATION �� �-_-_ �,,,,�, w� __ - -- - "o E _ 6� ,00 LINE BEARING DISTANCE I �� N 71° 53' 00" ,.o RocK r�u � - - - r~ PROPERTY DESCRIPTIUN L 1 S 1 8° 0 7 ' 0 0" E 1 0 . 0 5 NOTE: 8.0' WIDE HOLY CROSS " = 2�xr r • �e d s�e.oc a ..a ue x, n..ti s-s, au �uus•, n�.� ni�s, re� ae asi. L2 N 18° 07 ' 00" W 6 . 00 ELECTRIC ACCESS EASEMEM. � - zb_�z W duseli�l � to3lowt o , ,. RECORDEO BOOK 238. PAGE 501 . Oa� at a �olwt $ M!4y�f O taar�Mew tla uorehv.�e eorur ot L�e b, L3 N � 8 �7 0 � W � � . �� •LNc l�! i� !s� ��J! S6" Ore l�.W LMet � � �'+_ �" y� n• �� L4 N 11 ° 07 ' 00" W 16 . 00 w..o. �eur .�r�a• ,w.e ur.00 t..o: - 6 .67 PARCEL UNES PER SECOND SUPPLEMENT TO MAP OF VILLAGE CENTER � �� ����a� � �'� Lwt to tM 'hw Yo3at of !�{lYt�i � (� E - 2 ewr.. Mas7� a�ft�y�• i�.e La.N e«o, . N "j1o5�� 0" tl�w Motl� 71y7'00� it� 7.40 LMk m tM bueMut aorn�c o! Nt� Let L� . � OM�a� aesettiaL/ /s�Y 11 f]`00' i�t �.l0 frt Qoos e� twtLK17 lia� _..- --- �A�GEL �- _- --- ----�'L+BCEL�-- - --- _. ._. . . -- - PAftC L_5_-- --------- - PARCEL 6 ------ ai wii LK �i a� i - ssrss•s� u, s sr4�•ss w m.ao SA 5 2T1Y25 E ,s.n � �� ����� �� p'h ��� IMPROVEMENT LOCATION CERTIFICATE L � 37.46 6A N R4T35 E 38.00 �N � 7;��� � n�� �N� j CH a 5 7J00'33' E }6 a8 S 4T7745 E 5.0 5B 1 � 9P � � 1�,�� �� �•� �w'� , ' e = .�e.w ac s s2s�•s5 w �e.es � � �aq� �r � no���w � u.y t�{ I hereby certify thot this Improvement Location Certificate was prepared NOTE LEGAL DESCRIPTION AND EASEMENTS SHOWN ARE PER TITLE COMMRMENT No. 4A54a38C- C< q S a+ = s iTS�•a5 w a.ie tJrw �tq y�M�00• YYR 10.00 lrtl for FRED HIBBERD JR. , that it is not a lond survey p!at or improvement BY TICOR TITLE �NSURANCF COMPANY DATED OCTOBER 7, 1987. �a E � �J� " 4D 5 7Y�7'3S W 99.96 � ae i a eroe•av R - 6.50 �� IkarJ� �l�!'00' twt 63.00 lpei survey plot, and that it is not to be relied upon for estoblishment of fence, 7 ,�o53�Qv � = u.�a se N BP12'25 w 9a.iz tl�e� lkatti N�1!'07" ItK 43.I! E�att N cH - s Tr�rso' e u_oa SC 5 2T7Y'2S E 1�.00 � N building or other future improvement lines. R = 13.00 4F N B'17'35 E 52.00 elra� wetl� Y�lf 00 iwc A.�O LMt� +c s aais•as• E 4.0 50 I � 1T{2'OU� dw� 1Yeqi 11�OT'00" Mwt 3�•00 RMtt x N �4r25 e �z.ea � a 2,oi � �p ���ppw � +��� �K�i I further certify thot the improvements on the obove described porcel on aH n B'47'35 E e.ao CH � 5 39'03'25 E 2.00 � ��y psW��� � n,� �+ this date, 11 /8/93, except utility connections, are entirely within the � 3D I = 875�'S0" a s eai2•zS E ».00 R ° 6�� ��p /�q p,���r �� q,{� l�L� boundaries of the parcel, except as shown, that there are no encroachments CM = N22T50'00' E 20J7 w N �po•}s e n.00 � � - �ff4rso� ti1w� rior�Y 91�St�!)" IMC ff.�! tMt eo a pfac oo � cnerra; upon the described premises by improvements on any adjoining premises, R ` is-5° 4K N 87�775 E 82.00 � - 39.03 t1�ND �, a am�� aq fM teJ�6t. Mw� eMtn� S� 1lS.77 tuc , uMU M�ts�t CM � N 69'S9'00' W 37.8Y �� y ��pp��w �} �� �� � �q 47'�47 'S7" �N�e. � dl�qlw a! except as indicated, and thot there is no apparent evidence or- sign of_ any � N it�ir25 w e.00 4L S 2T11'25 E 55.00 R ° �5�� �y,» �� �- �p W�� � �y�� �� �p- � �� pi � ��= eosement crossing or burdening any part of said parcel, sxcept qs noted_ � SF I ° 7T77'OY ��� M � �Ww W W� Mh� w�w� �4.� l� {�.(� �••w .M.� wwwM�1 i _ izzs �W � N�11 i!". �rl sMN aMN Ws� Moesl it"!1 16 W�e. .a asa �NaM� cx = q s.,^ss•o6 e n .as K �1•1T lNC1 R = 9.08 eWU Na� 7Nt1't!" -Mrs !l.�i !we u a peaae et c��a� ot a wa+r m �t Date: -_/.,2_-Z13--- -�� ��-'- i�Lt� �hw� iWW �pp lMt. NN� wp�al aKL L 70 W'ff"� W �� Stan Hogfe�dt - sc i = sraz•ao' �Me� Ma� �Mt! � 32" MNeI Colorodo P.L$. �598 L - 24.4J 1MM� �Y Ms Mtiw rd� a�. f.�7 LN a � ptse et rann� �ns� . . CH � 3737'35 E Y3.52 �� a � _��� �� �� 376. �: (N{� MM � NOTICE: R � 25.67 ,y,, ,.�„'h,�r"„� „�,.. .,�,, ,,,„, .,,�, �,�M.�,,. �..�, ., .K ,,.a,.. According to �o�o�ado �aW Yo� m�st commence a�y �e9a�-- o�;an- baee�- -� IMPROVEMENT LOCATION CERTIFICATE � n'� �� upon any defect in this survey within three years after you �'tret YM�M a N tls 1�lC� A�N wRlr� i� 0.00 tpe, NoN discover such defect. In no event, ma an action based u on an �« ��s��":,'� .�.. w«i w�. «.a :�i��io�� W..� u�.+s��+ Y Y a v VI LLAGE CEN TER NOTE: PARCEL 4 AFFECTS LOWER PARKING LEVEL ONLY. � � � � �1 � � defect in this survey be commenced more thon ten years from the A PART OF TRACT C & A PART OF LOT K � t1MN rwq� Y�00"' �t lp,Of Nrt t� tl� Saw eoiat e! lqLrLy. date ot the certification shown hereon. BLOCK 5E , VAIL VILLAGE , FIRST FILING P'o9B0�2� 6 � 24, EAEiLE-VAIL , EAGLE COUNTY COLORADO TOWN OF VAIL , EDWARDS. C0. 81632 303 949-1406 M. POST 11 72 93 JOB No 2 . ��4�'.��y ° � � " .. '�.:�j� a�T��'' ' �,� .. �`(f', �•,�\ T'n + , ae�� � . �� '� � � TOWN OF YAIL ��, -� Department oj Communiry Development � • D , 75 Sauth Fronrage Road � Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 �M Octobcr 2, 1993 � PERMIT #B98-0266 .. LA TOUR RGSTAURANT SEATING/�VAITING AREA/ENTRY ADDITION . ADDRESS : 126 EAST MEADO�V DRIVE ARCHITECT: SNONDON & HOPKIA;S ARCHITECTS ENGINEE2: `M.J. MUELLER CO, INC., ENGINEERS CONTRACTOR: HASELHORST CARPENTRY PLAN REVIEWER: GARY GOODELL Occupancy: "A3 ," Asscmbly (50 or more, but Iess than 300 persons) Type of Construction: Assumc Typc V 1 -Hour ( I -hr-ratcd combustiblc construction). As such, all ncw wall, ceilin; and floor assemblies are to be approvcd 1 -hour fire-resistive assemblies and the addition to the existing roof is ro be an approved Class "B" fire- resistive roof assembly. , Location on property: This is an addition that does not pirotrude closer [o property lines or other buildings than other existing portions of the building. Thus , there are no special requirements for exterior wall or opening protectioa Allowablc floor arca: This is an approximately 463-sq.-ft. addition to an existing building and will not significantly add to the occupant load, area on c�ight of the existing multi-use i commercial and residential structure. Hcight & nwnber of srorics : This is a grade level addition [o an existing building containing 4 storics and a basement and will not incrcase the height or number of srorics of thc cxisting building. "A" occupancy requirements: -All exit doors must be equipped with panic hardware (Sec. 3317(d) for all "A" occupancies �vith an occupant load oT 50 or more). -The 2 existing paths of egress through the kitchcn and beyond thc restrooms must be properly identified and maintained cicar and unobstructed. -The proposed new operable doors/movcable wall system, whcn in placc, must have all doors that are easily opcnable for potential use as emcrgency � esits. , Maximum Occupan[ Load: -The maximum occupant load permitted for thc cxisting and ncw scating . and waiting areas is 100 PGRSONS. Accessibility/Restroonu: -The facility must be accessiUle for persons wid� disabilities. It would bc acceptable to convert the existing men's and �.:o::e.'s restrooms to accessible restrooms with as litUe as one toilet each. Firc uc�,uriment : AI � constn�ction is also required to bc re��ie�ved, insp;, �.� u� �� approved by the Town of Vail Fire Department. For any questions regarding rirc depanment requirements, plcase contact Mike McGee at 479-2135 or Jeff Atencio at 479-2462 . •� � � p Q 8EC}'CLF.D7'AFf.R ` dp � GRAND VALLEY CONSULTING ENGINEERS� INC. CHARlENE80CEK �� 827 ROOD AVENUE ounrueloesw.w � GRAND JUNCTION, COLORADO 81501 BILLMARSTON (970) 245-3177 FAX: (970) 245-4450 CLINT RALSTON , E-MAIL: gvice 8 rmi.net RANUV RE%WINKLE RHONDAREXWINKLE I(AREN TNEOBOLD LEZLIE WALLACE • November 23, 1998 MNE WILLIS Garrick Stone Stone Mechanical, Inc. 1111 South 9th Grand Junction, CO 81501 Subject: LaTaur Restaurant A<Idition OurJob #8191 Dear Garrick: Per your request, we reviewed the drawings and design your office produced on the above referenced project. Our review was limited to the sheet metal work being provided by your office. The accuracy of the data provided by Stone Mechanical has not been verified, and we did not visit the job site to verify exisfing conditions. " In general, the mechanical design for the project appeared to be a reasonable mothod of providing heating and ventilation to the new building space. Following are speciflc comments for your consideration: 1 . The design has adequate outdoor air ventilation for twelve (12) people in the seating area and four (4) people in the waiting room. If more occupants are expected, the outdoor air ventilation will need to be increased. 2. A method for reiieving the minimum outdoor air ventilation from the space needs to be defined. In addition, consideration should be given to the relief of the combustion air 'rf it does not exactly match the power venter airflow. 3. The type "B" vent downsVeam of the power venter needs to be sealed and its use approved by the authority with jurisdiction. If not approved , a positive pressure venting system will need to be installed. If you have any questions or comments, please don't hesitate to call. Sincerely, ��� � � � � Grand Valley Consulting Engineers, Inc. �p�p REG/Sr� r �� � o�Q� at. Ma �9 i ; " .�'1' �� `-� • : . :; � 4 g z: � . , Dane S. Willis, P.E. ; 'O9• , I1�8 �'"�= Mechanical Engineer ����`�SSIONA� ���`� ' I:\8191M\DW81123.WPD I � � � � "��``