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HomeMy WebLinkAboutSTEPHENS SUBDIVISION PARCEL D PINE CREEK AT VAIL.pdf � , , � . , � / . � � ^ I y �� �! . . � � � " � � � ����` ' _ , � ew- ��� L� � �� ' v � � v , , > � � ` '� � � QI . ' ' , _ ' ` , . , 't�, � Z a] t,�y . , _ � _ . , � ` C —_ _ .��. '�'��iG J � � � ��'J ` �__! Town uf Vall Communiry � �, , r, � _� � ,,�� � ,E�,�N7- � Develoqment , 'ld� �,\�� , �,o , , - s . �Ib r ' . ' P{an duild Health Fire " - _ � . ,� � . _ t '���roved ❑ � ❑ , , � � � � _ r � _ ' , �' � ,��i�T7�V W�G� � L�n�ed ❑ !± .� ` , : -- / � . � } . ' � �lalidity of Permit �� � ' � • � Sec 3.�3 (c) 19 U 8 C , , , � _ � ' � J � � * � fh� ;�:�.w�.nc� or granting of a ps;mit or ap�rn.�al of �l�ns un� / � ,,,,v '�catio�,s shail n�t .he constru�d to be a ���rri'. f�r, ar an � a•s.�r�:�l of, ary vial6tion of ary of tne p�t��is�ons ofi this codE � � �, " �� �� . ar �i uny� ottrer c�din�nc� of the �urisdication Tne assuance of / a „��r;E��t baaud upon �lans, specifications and other Cata shai' � v �� / / , • r, ! ;�r�ver�t th2 buildi�g ofticial fram thereafter requinng the �J , � , C/�� _ I , c����c i i o n o f e r rors m said plans, s pecificatiAns and othe� , U 1 ��x3 �� � , � ` � � �J�� ° _ «nT� � � � � � � � � �Gf�G��-_"I_�''-. = � 2 r?'q- � w "' _ � , - � � °N° , ` , �� , ' , � � . � , .. , � O _ � � � � �.� � . ° Q - ' ,/ � � �`� �� � , � lL � ` \ , �.. �l ' _/ ���-� -__ -�_.,_��. • �'�� _ , ...-�-'-�E!'JT.=1�GY C�'l.�"-z�G " � O � � '_' w . ,� � � --� � -__` �� __ ,- --� � o � ►� LL � ` y ' • r '.. . / / t' `- � - ' ' �' ' Q `n � ° � , / , / ` �� � / ..r�..•-.^""_' \ • � , � � � � � Q ¢ ` , - � /� ✓�y �_ /�..".`` �._-_-�..G'� (��_G�?��I�.'-----�-.�. � O � (� W ti " . __/� ,�,� /`Q/ O _7�,/`�'"JN.QN+�I.�J.� ' .� � .i ��- " � �� -`-�""�..°.� � � O � m o ` � ` F� - / ,�'` � � m " � � .�` � �_„�,,, „�� .�--^- � U � � a � �-�D1.��1'�.��7�= �^�h'z� G��-K / / / r �' - �__.._.��. , � =1 '- W � o S . �/� - /� �' ' , , �=t� ~� i�...� � _ —'_'�, .�i ' � � � O � � �-` �---_ ' . 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' �q , � �/ • • , , =/ - , _..._�- �� • /°,�.taC��4G� h � a� \\ , �-� �� _ • �----�- '—_ _�_ -�---�' ° I-_� --�_ -� /'✓Uaa�`TEJ`�T ,¢��� � .� y �'�� , ' � ' _ � ' �, . J , • � �"�-- ------ —_ _.._.�-- _ _�!'� r-.�r'//�'� � / �/ N , � '� , � _ p�-- ..-- �` -- � / Z � �,�_7YJ�CiS`�.7N�5 / f'` , - 7� , ._.�-- �1 \ . . , , � , - � � — --�"� ' ---- 0��/ � -� � .�, / / -� �� > � . , . � � ,� �„ � � . - _ . , . �, ,� . , ,� , . _ . = ti � � � , - , s����'�"MANNs2�� ,,,_`� � / �� . . . , i �� O�L�cr.�rc�taNhnL� , , - . � n � r , . _ , I" `l%� �� � -� � � - . � _ � � - � � . � - o�'�� � N� � _ . , __ z . �I � � : � . . . � : . � � . � . - . �� ���-- � �s � � T � , � , - � � - �, ` GENERAL NOTES B t DING DEPARTMENT INFORMATION � � - ` �, � _ _ � � ` _ _ ' ' _ _ _ - , (,��J��� w �.��*,�s - � � � , ' � 1. DO NOT SCALE DtAWINGS __ Leqal Description: _j�l'I'��� � - , � � , • � , , - , �. . � . r T_ST'E1/�iS —��g1�1 l►��5�Ar��T _ �_ - p '\ � -- �F �� �� �p���� `2. Thoroughly revieN ali drawings and information � _ - __ ` - �4 Ec ' M " f ,_ . , _ , - .. -- ,- __ - - - _ .. �! ` � ��^ conta�ned hereR prior tc� commencement of . � A � . �- _� - - -�� - - � work. Adv�se ths Owner upon recognition of pny Owner.Y" �/�Z�_�^��- • � � ' - . __ inconsistencies and/or in'accuracies and sawait � ' y � � rt ' � . � ciarification pnorto commencement of work. � �Contractor. C.M Dietz Construction Management,P.O. '`°�. � _ , - 3. All trade sub co�tractors shall thoroughiy rev�ew Box�, ?..c»�t ,__ �G-,L�� C.� $'/63 l -�� - , • = the existing constuction,work by other trodes and � � , p � �_ ' � � . � ' ' substrotes upon Nhich work shall be performed. Architect: Robin Molny, 835 E Hyman, Apt E Aspen, � ' � � � � � Adv�se the O�,ner upon recogn�fion of any i Co 8161 l tel.(303)925-�404 � O �; � , - ' ` ' , conditions which'would preclude work from being � � ` ` � w �!�` " , ' ' , ^ accomplished Nithout compromis�. Await , Structural Engineer: Pe�ghtai, Guy Eng�neers, P O. Box ct �� - , � � j = resolution of such cond�tions prior to � 164p Bosalt,CO 81621 tel <303)927-9510 , � � ' ` � commencement Commencement of wo►k shall , ` � Z � ' � - , � be taken as cc�eptance of all substrates, Construction Type: V � � Z , � - � , , �nterfaces and ccnditions affecting the work to be ' � 1� , , ` � ` , ' , performed. Occupancy Cipssification:" R•3 ,��� qf��� � a � - ` f ` 4. The d�awings art� information contained herein � . .� . . _ are recognized �s diagrammafic in nature and Buiiding Height: 33' '� ���V � • therefore are nc� intended to resent al( work 0����d� � h� � . _ , , - ' and/or maferia� necessary forp a completed Number of stories: Two ' ' `Y ` ^► � product. Each trade subcontractor, however, � � shal! be respon�ble for work (and as defined Gross Square Feet: 2,4D6 N.S.F , , , " ' , , matenals) necesary for a completed product +485 S F Garage � _ � ' - regardless of wh�ther ali efements of that,product r� � . are defined herein. In the event of alternat�ve Occupant Load: 8 ' ' � .� � ` � means of acconplishing the work, the trade sub � - _ ���' .� ` contractor shall rave anticipafied the more costly � � y � ,' t � , ' - - , � option unless soch alternative to be used is . � ; � � specificaily appr<ved by the Owner. � � � ``'' � • , - , , ` `� �� I - , ' � — ._ - - ._._� _ -�--�-- � �� - . �u ^- � • �!/ _ �� �', I ► �i����a `--- � =�i;:� Q1X2/, -�X.:! � _ �r/ ��"d �-=r' —-�_#�5,�Jbi/�LS -- �. �2-��GONT, STRUCTURAL NOTES AND SPECIFICATIONS STRUCTURAL NOTES AND SPECIFICATIONS , V� ��'{�s ������ 2X g !�v v"✓�-GL �-� � � ' _ �Yi°, � � G�v���T . — 1. Live Loads used in Design 6. W o o d �/,Vd�,�;� ���� � _���✓ /2��0..1. , 1 1 Flat Roof. . .. .. .. 100 PSF 6.1 S�II plates and other wood installed against ` . �7+�y�� Y 4� - � jF , - 1 2 Slop�ng Roof. . . , ... . 80 PSF concrete shali be preservative treated or of a � � `� i �S�r,,,���,s � � � ' -%2���yMIcN.�.�; 1 3 Floor . . . ., - ����/' �;1,1�7'�:� ' e �� ' e . ...,.. . . 40 PSF specie resistant to decay. , �r ` „ *� ' � -_� �L o,G, � �, �nGrs�gB!'o �. * 14 Wind. . .. ......... . .. . . 30 PSF 62 Solid Stock Beams to be Douglas Fir Larch � / �� � > ¢" " _ ¢" � 2��, ��'" �'" � `�'� r� �`` i Yy° __ � - - - - - ` 1 5 Seismic Zone..,...... ... .. 1 dense select structural. _� - -•, 1� ; � =- i---� �,.,. 6 3 Parallel veneer laminated joists, beams and ---�-, ( 3 ;� . �„ . ' I ' � l 2. Soils and Foundation Investigation posts shall be as manufactured by Trus Joist •I I 2,1 Review and consult w�th the Owner's Soils Corporation, Boise, Idaho. instaliation shail be ,� , , _ \ � ,����.. ,��., ,� - - Engineer, as necessary: CTL/Thompson, Inc., 234 in strict compl�ance with the Manufacturers - `°- � +�- ° � ; - � - � --v - - � �" � ' ' '� � �` � - - �'NGtr', - � � . , _ , , �� � �� Center Drive,Glenwood Springs,CO 81601 tel, (303) recommendation and instructions. -� - ; ��;�' _ ;' ,-;----�= ,; _ _ �...yP _ ,,.;r� v' ` = o ,_ +�_�/ ��,� 94�2809 64 Metal framing connectors shall be as - `"' � • 22 Comply wrth ail requirements and recommenda- ' manufactured by the Simpson Strong-Tie � � , � 9 ��, � � , ,� ��� 9%�� �;v�r t�ons of the report. Company, Inc. San Leandro CA. Installation A � � d � - -g �,�' ��� ��� shall be in strict compliance with the 2 � 2 ' , � � � 3. Concrete Manufacturers recommendations and _ — ' 31 Design and Construct�on shall be in instructions. , , � .� , � accordance wrth the Amencan Concrete 65 Studs at ali headers, beams and �Y/�/GL�� ���7��n�G.%- ` r - - ,� f - - 2 - -- - - Instrtute Building Code CA.0 b 318-83) and concentrated loads shali be Hem Fir stud , ���/�4�� c �,5•i2'�� sof�1-/�8r"-/"'f.�,� (A C I 301-72) Specifications for Structural grade or STD & better over 8'-0". 5'-if�1..�N.�lMi�rnN-2�''x-2?��xio''�t� � , Concrete for Buildings All concrete shall be 66 Sheathing and decking shall be as follows iN,N� --��=W�N � ` ► ���•����+ ;n�fy�'orv� ��,�re ' C�_=:�.� Li�'✓:�/Nd/- stone a re ate concrete developin a • - 5�''� ��`��N`�� �� �� P�.�S DIVSOLiD �EAIe/N��-_ ' �� �;,� ;��ti>i2�ic��Y�- ��v gg g g Floor decking; 3/4" A.P,A Sturd-I-Floor, ,�� i�p �� � „ ��,� G�� ��,���,�� G��y���,� ,e�. minimum of the follow�ng compressive 24" o c., 23/32, Exposure 1, t + g edges / �t1" 'T°�s 6 f+�°% rt ,- , ,- /� ,-.;, E� � �a �4�,:� x,:-� {�`�G�'r'�7 .- strengths at 28 days from piacement ° Attach to froming wrth 8d nads Q 6" o.c. at � � • =- / � � � �.�-�-�, ��,�y;���,�,�, , � -� • Foot�ngs , . 3,500 P S I panel edges and 12" o c at intermediate '�4 , , , -,f�•�.�4%�� T��=�;` ��; � �.r� ' � �¢co��� - / • Foundation Walls . 3,500 P S I, supports. Install with long dimension ,� /�� �� --., _ UNIT �%� � �'° � � � • Intenor Flatwork . 3,500 P.S i i� � - � � ��} N perpend�cular to supporfs and continuous 30 ; , � � � � • �xterior Flatwork . . . ,. .. 4,000 P S I over two or more spans. Stagger end e �� / � (� �� I �, ' � � � � � � �,. � � o � ;� 32 Separate all slab to foundat�on wall �oints Giue to framing according to APA /P �� - � �,� - ` J - —�—�--►� , � - � , � ���� � �,.� , 4 -�,�; �ntersections and all slab penetrations in Specifications accordance with the so�is report • Exterior wali sheathing 5/8" onented � T�vf. 9-�=�' ' � �� � � Q strand board. Attach to froming w/8d /"-� � � � --f�"-�1`' -° -:'-��L � � -'�l��� � '� ��� � � �' //�_ / ♦ /f r /' �� i � � � w 4. Reinforcing Steel na�ls Q 6" o c at panel edges and 12" o.c i� u �� --�-i� _ g��-r•-xi2 Ni�r ��,-,-,r,��c.,.�-r- ti, O �� '_���lii.a-��'� �2 / ! ip � a /O ,� � S F- � 4,1 Design, deta�ling fabr�c at�on and placement at intermediate supports, , __ � �. �%���'-" --� -�=='� � ��S's� . � 0 � � o = , shali be in accordance with ACI codes and • Roof sheathing: 3/�3" A P.A. rated _ _ . , - -•. - .- � � r . ,,� r -rt r - -7 � � ao N o Q manuals(ACI 318-83,315-74), sheathing 24 o c , 48/24; exposure 1. �� � � � cv a� 3 W . 42 Re�nforcement shall be new billet steel Attach to framing w/ 8d nads � 6" o.c. at � � � / / ����,,,A� ��� ��'� ; (� � i ` \ I �� I � � `'� ° _ A S T M A615,grade 60 � I � -TO,� �'� � -�-o,4°!.�.�rid � � � q -6 � 2 �- --�- I-- --� � O o � J o p a n e l e d g e s a n d 1 2" o.c. a t i n t e r m e d i a t e ,� � + � � + c� o = LL ° ` �' �T,OL, 95'_��` �t'�wac.L � �� �'7"� W, 95�/T/��iJ M' � o U r� � m Z '� 43 Reinforcement in all wails shall be contmuous supports Install with long dimension �; �9 tl. - To�Y 9.�,����r� � � '� �� T Z Z � around corners or corner bars prov�ded. perpendicular to supports and cont�nuous .; i�1 , p��� �� . � J T- (� co = o � 4 4 L a p a l i s p l�c e s 3 6 b a r d�a m e t er s over two or more spans. S tagger en d �'� � f ' + � �� „ ���� � �' Q � W o� ? W � 4 5 Provide a minimum of 2-#4 bars around all jo�nts Foilow A P.A. s pec�f�cations. � ,� ,�,_ ; ' � ' � n% � �'D ' � �° y � J "�� � -/ � > � F- O z � I openings, extend 2'-0" beyond openmgs, 67 Provide solid blocking under fuli area of all ��f 5��`�`1�S�,fl, S, o �;�� ►�a�� � ,r L ,r , , � , , G����/6�= G'rfj���YY� i� .t�T t?-��� �,� �, r� ��/t � .. - _, �., �A ���u ri��t�-o��r'`-�,�J�/ 7�I'�T.� � = U � W 4 6 P r o v i d e c o n c r e t e p r o t e c t i o n f o r p o s t s m a d e u p o f 2•2 x 4 a n d l a r g e r. �� __ r . �v <�� �F�'z'f'`'� ` �7 T� � Z � V z W � reinforc�ment as foilows, � . '�t �` � `� � �:� � C� W w � a Concrete against earth ,. .,,, . 3" //2 % � , _<<y� / ' _ i���� _ ��, ; �'' � � ,�,'' ' ��� > � � � cai� Z ~ Concrete placed m forms but exposed to � - -�-p,�C�� -�;J +�o - � ,z � �' � � ' �._E_ `7._} t� j Q Q Q � W ground or weather(#5's or smalier) „ 1-1/2" m ° i _ �;' �-�F �'O'-%" -!� �`� �i' � � r w W o ' 4 7 T a c k w e l d i n g o r w e l d�n g o f r e b a r s h a l l n o t b e � o �' ' - � �� m 8� �/a ' � ''-- -� �, m �, �' � = N permitted, p� 4 8 Weided w�re fabric to be b x 6 WI 4 x WI 4 // ��' � � � � /-� � ���, �U✓, 95-io� � � `O � c� W W o � � � � o _ �r 0 !L_ �. . �'/,?+ .� �O r'A.'J Y��'� / _� lf \ �� � Cn O J Z W _-!'¢1�f�'X}��� ..f7�GL��� �G/GC��1,a� / I � i � _ � �p � �, � Cl� X � a m � 5. Steel _ P_��T"tt/EL-J��D ��G-��"�M�rJ,� �L�'/�,) / ��1 -� � � + _ W O < _ _/ �i � � > > �� i/o'-9�z'� `� t � z � � LLJ � °w 5 1 All structural steel shall conform to ASTM =_.W-��J�'��'/ ��7�:f %2�r:�g��X/O/ ,,,; �O-9/_z �-�/2 �.� W 11.1 00 � Q Q I ��_� a - � `' / i N--�-. ��r > y Q w ° �Gl1.�LU5-=_ = i�J� / s-'"��'"'�' O ' � i 3�lI � , i r� � , :r O !� I— = Z � � , sena l designation A-36 Z �'� � i �� � W 5 2 Cold-Formed Steel Tubing � �� , � i2-o/L � , � z m Q Z W �-a � __�_ ,� l���r�_��M � � � � �� -r,o• f-/d w ANSI/ASTM A500.Grade B % _ � " ..��°�\ k 2 D / J , �U ' � � � . 'G q ,� �,� -t �� , � � � � Q o 5 3 Steei P� e ANSI/ASTM A53 T e E ���F_�;�Ylvt____.�,. . ��, �Q �T.o , �` �f a To� qo-�� �i_r:�=�-r�, 7'D,W✓.-�.�-lD � � .-�1 � >- 3 p Yp l�d� �'LAN1_ �' :� � � y�j���p'� i I � Q W � _ > or S Grade B � i- , �;�F'.'T' ' �--• -� � � �' ? � , 5 4 Unf,n�shed Bolts and Nuts ' ���--� - - ` �� , � 'J � � ' � W z Q = Z ANSI/ASTM A307,Grade A � � . 5 5 Electrodes for Weldin Com I w AWS a 9 P Y / -� 2x�; �bST , _ lt � , „ �-}� � i `� �..TF�;�,�:.!.�� � U� ¢ � o ~ �; Codes(E-70 electrodes) � :��� p���'� .� — , � G-7��2 N' � � � +> _���` � ¢ z �`' , ¢ S�-�/.1 " 5 6 Shop Paint Strctl Steei Pnmer SSPC-Paint 13 ��.�=G-" �N� - To''C' �1 F'���i �, , ' � b� ,r� �-_��� ' �- O � � a � 5,7 Grout Non-shrink Non Metall�c �_`'�'�/4�'I� S�f1�iN�-�i`�c"�T "��� ` '7'0'� 92;2`;�, \ ��,F�, - , r+'� ��' �- .. �- ' � � � ' f- ,' � � � _-�-, �ra w, � z�� �� ���,1�;T � , �� ; � — � � � v � �� .... � � � 4 � �-..,�.�. ` - � i , - ii ' q � i ` ' \ I ;�47 rJ �= --t � - ���� ,��p � ( o r�' .�'1'F'T� — _� i � � ~ � � � /' �t`��-UVAt�' � ' � � -��_��1� � ��' � �-,� P�lp ` ' ZX6L'/�"O.G. �</�� `� .4,_ .l-� � I � O ,�E.,-�/�1__ �1_GO�U/1/15� ��l�4�,�� I�JCJ/� - - „ �;'f� - � ABBREVIATIONS SYMBOLS ----� �'.= � �/ -- t,� y . _ ._.__ o -- - - a ---- ' `l2'-N 1 ,��1�'��,� w�L w-r%t������_ . T�,� Q -�� ;o ._� U --- -/�- I rJ" __� S/�� 4� � ` .Y ,-� ' ,, ,� � � & qndie tAV �avatory 101 Room Number �, � �,� � Wu ��=���L SP_.�c� \ � �� � /f/ g , ( � i �0 �� I OF �� -lo ►� �� W @ At MATL Matenal �0,�1/�W LL. �� � � .`.� \\ �� � �- �7.G'✓ q� c c L !y� „ � � Center�ne MAX Maximum � � , � � Keynote a � �� �� . � �� `� � ,�.�1� � � `� � �+�' ��'����/ �+�, ���� # Pound or Number MECH Mechanical ,. , A B Anchor Boit M D F Medium Density .� /� ' � 5_�'� � ° � �� 7'�''" �f ' ' � t A D Area Drain Fiberboard R@vlSiOn � ��l i r / , _� _l nJ ADD Addition(al) MTL Metal � � I �I _ / � - � - _� yf �q.. MFR Manufacturer ( —~�OF ���� � � p a 1 �1 �' �i � /� � <, o, i ADJ Ad�ustable O Opening Mark ' , � T��-=�t� /2� 2�� 8-/O �'' ;�' I�%-.:.::�,r- � � � «; A F F Above Finished Floor MIN Minimum t ALT Aiternate M O Masonry,�Per,�r,g - Center Line �i 1� � , 4 � /1 �� �'r ��� ' � � ALUM Alummum N Norfh , ARCH Architect(ural) PP Property Line �IJ¢ - "�-- t� � � � N A Not A Itcable i � � � � r Z_ 2�. //-//-<t T ; A� � � , t��� APPROX A roximate N�C Not in Contract ,�,�� ' T�J^f �lN �� �' ' ' BD Board NO or# Number «— Break L�ne g w��� �/� ��� q� y � � �� BLDG Budding N T S Not to Scole ="`'�'°-�-��� I � ^ � -�� �B�-l0�� �S�f✓�YY� f177��f< � J � �,� --��FT,� N ��, ' BOT Bottom� O C On Center - -- -- - Lme AbOVe,Beyond � � � ' - � '� ` i°. B O Bottom of O H Overhead � ' � � � _ , ' � , � �`� �,, � ' CAB Cabinet OPP Opposrte '�/' Spot Elevation ' � ,i C � CER Ceramic P-LAM Piastic Laminate '1` - � , � ., �-5��'DN �/�A�� � � �k� s - , _ C M U Concrete Masonry Urnt PLWD Plywood ¢ � - � O �' 2 ,,�GON_G�-1�1'/_Cox�/1�?<l.'-� N/WP Z?/''r�' 2 m � i _. �'1�' ' Z ul � � � CONC Concrete PR Pair � New Finish Spot Elevation � ' ' ,-�-r � S�GU � J- . �� f� �1X2=��X/O'�P.�'.D � � ` � .1 �`T��� ; 0 � � � , CONSTR Construction PT Paint ' � � �pGEQF� � °�'r`�'`•'�l''����^�olE'f'�V/G/a�C�ji� �1'�l' ���OF5L�7F � "� R� 1/vy 3,tl.�r' �,Gtij:y � � N � -` CONT Continuous(ly) � ; � � �.� �,o � �} RAD Radius � ✓ O�-{ I� � ���' 'O � 1 w`� �7�G� �`!/��'�' �JIS`C,�, /��1�'L?< � N . ;� , � �,J. �+� Q � � ,f �, CPT Carpet R C Roof Drain 101° Elevation Height, Bldg Sect ,Wall SeCt , Elev ' �=6�� _ � �/ ' � � ��„ ��0 � _ .- r;�� ��'S� /,�1�' �� '� � : LLI Q :�� DN Down R O Rough Opening �� �� � T_,di . 4�t- �--- U -S7F��T 6 i---� , i, . � � Q ��9 E East RE or REF Reference � EA Each REQ Reqwred e-.—� De#ad � �/ � +�3���/cG 3/¢�X�/p��t� ' N � i l ��- � � ;� u � Q ,�`'' E I F S Exterior Insulation RES�L Resdient A' I � :9 �f10�Gq"f 2����X/O�� ' ,' � �/'g � /Q- �'� `� ^� `� 1 and Finish System S South f(� O ��I�j��,�; /t , � � �� � �'✓ '� i � � EL Elevation s F Square Foot � Wood Stud Partition or Concrete Section � � Tp�,F �� ' / �%U��°�� �+ �,� ., 2 � ?' ��� � +' :.-r � d� t�" ��..r--'7��� � � (P M`i" � 1� Qj �l� �li�. ELEC Electncal S G Semi Gloss , EQ Equai,Eqwvalent �SHT Sheet � Concrete Masonry Section - _ � EXT Exterior SIM Simdar . � ��-�J•+�-�� � c� m \ � U FDN Foundation STD Standard � Masonry Section �� ��'T'�v ���lJ} ��j, / �;O,NJ��-�t���_.---` � +� ��,T�L _ _ �N � ,� ��� FIN Fin�sh STRUCT Structural � StOfl@ � I (2�) ���7�� �/� ` FLR Floor S O G Slab on Grade ' / , 2 ( �,�9 � �� ����= � I � N �P Fireplace TEMP Tempered ���� PO�OUS Ftll � � ` � � �> � : ' �� � `�\ FT Foot,Feet � T &B Top and Bottom � � / TD,� 9s-�0 � � W �� �, GA Gauge T &G Tongue and Groove _ EC�rfh � �� /� 7�I''� �Q'a�=u {p � 7�.� ��=s%�� �' � � GALV Galvanized T O P Top of Parapet � �-��' @ /�'� � n,j" , Q �1 �` -� GEN General T O W Top of Wall � Metal(large Scale) � 0 �� � 4i � ' � � �� �, G M M U Glass Mesh Morfar Unit n'P Typical(ly) , � � � �� r r � ,,.,,� // , , �� � "\ � \ T.�._. � , ,� \ \ ��� 1'� �-�i ��f,�J/�/ �1���-,� GYP Gypsum VERT Verfical (� Rough Wood � � L T��j__9g���✓�� \�� C�f�`�� �S����/ '� HDR Header W West , � HDWR Hardware W/ W�th ' [� Blocking � E h • �_ _ . _ , � - , , - _ , p� HGT He�ght W C Water Closet � � 1Y --� � I � HORIZ Honzontal WD Wood � Finish Wood � �� r � � � r ' INSUL Insulotion W/O Without � - �� I � � ' r� � JST Joist W R Water Resistant � Plywood Q � =�r��=� � � I ` LAM Laminate W W F Weided Wire Fabnc �� � '�7`�f3(,1� �0�77lUG(T,��=� G���D�� � � � - Glass � ��I �O,w, 99-'9%� �7D/°O�LCI��:(TO.L.� 9y;CJ�� -r��,ra; �`-�''�, � -�-� � ,.. � (�� Batt Insulation � � 7"'rJf"Or Wf��L(�'O.tN.�___��-9�2��-----' ' O � ; � W l � � Rigid Insulation - - � � �' � G 2��f � � �'�� � �. .� EIFS 2��i� - r0/ 9�if�/ �� - �'-G'r�� ' ,�EPT�l✓ ���p/� /O�-/..3" q � � z �� - A .i G.M M U L � �, � � �U�T � �� � 1 Z \) 2�_o Town Of 11l� �_ � � 2�-0 '' !' � a � �..� Ceramic Tde Section(large scale) � ;j� \ � � _�� Gypsum Board(large scale> � � --�1�,�"�-D�� �'��� �� � 1 _ � ,� ��1 �, , / � ,� _�.. . . _,._,. ,-° ��c � �, �� + / \ � — , � `J . 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Live loads used in pesign , 6. - 1�l o Q d , - . - �/,��� s�.�� -��, _ `,� � : °. � � c� � .� , i.l Flat Roof............. ................ .... 100 PSF 6.1 S�II piates and other wood installed, against ° ' ' � �� ; � ' ; �.�- z � o� .T � � - � ," 1 2 Stoping Roof:........... . ...... 80 PSF ,. Concrete shdll be preservative treafied or of a ` � �� '� �, � . � ,� , T.3 Floor....... .. ....... ............. ... .. 40 PSF� ° - ' specie resistant to decay. ` � �" ,v ` �'°.'''- � _ t �o������. � ° m �I . , � " - �l� _ , r i li rf p � �� ' `l � c� 1.4 Wind................ ...... ...... .......... 30 PSF 62 Solid Stack geams-fio be Doug(as Fir Larch , ��� yD� � � ¢ �.•` 4 ' 4" �`�3 ¢ 4 4�' ' , . ' �',(�, �" . - l,5 Se�sm�c Zone�............... ........... 1 � dense select sttucturai. � ` . ° - - ' ��%��. tW ° � .�..�' � . � _ ' 6 3 Parallei veneer laminated joists, beams anci ` -�;'�"'r"'`"' �5,�a,es-.-- �� j � , � 2x�'�`�' -� - , 2. Soiis and Foundotion (nvesti ation � " y �• µ� � � `. A t �Cu `��` I � �`" ' � g posts shali be as m�,nufactured b Trus Joi�t � �,� "�p� , , �,�� , 2 1 Review and consult� with #h� Owner's Soils , Corporation, �oise.Idoho. Instailatlon shail be � ., ; _, - ,� � , , \ _ • . � ` " � {\• �ta u � �\ _ "` � ' i�'� e _ � - Engineer, as necessary: CTL/Thornpson Inc., 234 ir� strict compliqnce with the Mpnufacfurers ° � � `y. � , i � ' ° � �, � � ,, � � '-_ � t'Y � ; „� ; � , " , � CenterDrive,Gienwood Springs,CO 81601 tel.(303) -cecommendc,tion and instructions. � �,x ' ;'•w�- " r-�---�--�=°"n '=--, �' �,� `` .°�' r*� �� �:,,? �w '" ,:• _-=�25%�, ' //- 945-2809. � - � 6.a -�Met i, fr �f+►yy� , n -',._ � �,..� • •� , , - ��w.�..� �'� �� , ,_ a aming connectors shali be as � , � . , 2 2 Comply with ali requirements and recommenda- , � -manufpctured by the Simpson Strong-Tie � ' � , ' ' � • � , ��j 9 ,,L ; q �r _ _�=��,�� ' « � tions of the report. . , � C�mpany, lnc. San Leandro CA. Instailation � � - —_----�-y����L �����-' �- -T..�_ �,/'� - � / /�r> ,� t-� - � shall be in 'strict compHance with the . � � � - ______ _ �/����r,oi�^ � .^ . _ � ' ' . 3. Concrete � ' � ' � � Manufacturers recommendations and ' � - . �"�` ' , ° � . ' 3.1 Design `and Construction shall be in � � instruc#ions. ,+, � � ` _ _ ' _ ' � accordan�e w�th the American Concrete • 6,5' Studs at - ali headers, beams and . • •r% � __ _ � _ - - � Insfitute Building Code (R.C.i> 318-83> and � } concentrated toads shall be Hem Fir stud , , . 5,_/2'J�,,��f�����L--p�,���; ` ` (A.C.1. 3Q1-72) Specifications for Structural � grade or STD &better over S'-0". � , . ` 5=��GoN�li�N)on��!?x-2.���xi0''�'�t� ' ' � , ' Concrete for Buiidin�s, All c�ncrete shail be � b.6 Sheathing and decking shall be as follows: ' � � � ' � ��-#.��fi�, w�Y L�T7'"dM,t��iaK' ' -�A�"P L.��'✓=`lNd�'" � !�. �°�4t�5 ONSDL,l1 BEA1C'IIUa�-:.-_`--- � I; �4T ��f!)/2���GYL� stone, aggregafie concrete developing a ' �� ..i � Floor deckfng: 3/4" A.P.A. Sturd-I-Floor: - !l��,Q �of°s 6�'�P��,� �t�.G�&- � a' //�✓��i�i��l`'i=��� , minimum of the followang compressive' , � . 24" o.c., 23/32; Exposure 1, t + g edg�s � � , ' r� �4��x�"_X/�`�l''��`=�7� . � � � - ' � strengths at 26 days from placement: �� ` Attach to froming with 8d nails C�6' o.c. at _ � , , � f.�r= , �y�y�p,! o / r..1i U✓ ' , � • Footmgs. ... . .......... ..... „ .... 3,500 P.S.L �� ' , panei edges �nd 12" o.c. at intermed�ate , � � , ����z�`�������'•`, � . � � ... � / , , _ • Foundation Walls....:..... . �. 3,50Q P.S.I, � � , supports , fnstcall with long dimension � . � � � , ' , UN/T�� --�� ' �� � � � ao � ,t}� N ^ � • intenor Flatv;rork.....�........:....... 3,500 P.S1. , � � perpendic�lar td supports and continuous � , �. - -� � r ;-� , i -� �----� � ' ; ' W � - , ' • Exterior Fiatwo�k..................... 4,OQ0 P.S i. � over two or more spans. Stagger end ' � . . - , `� , / � i � , , 32,Separate oli stab -to foundation wall,. � � , .Joints. Glue-to framing according to A�A � � . � � ' - .,t, - ` � ' --{--� , I �' l ` � � � c°� , intersections ar�d ali slab penetrations in Specifications. , , � , - , -'�' �__ �_ � ° � accordance w�th the sails report. � , , u .` � ' ' _ g � -- ' ��-� x Exterior wall sheathing: 5/8" oriented , � r ` . � strand bodrd:�� Attach to framlrrg w/8d - ; ��!-� � � -LL-----f��'����� _ __:.�'�.G����L�.: �'�� - � _��`�����'�. , �1 , � � � � 4. Reinforcingr Steef ' , � � - nai[s �b" o.c. at panei edges and 12" o c: ; , ' � ` � �+i� � i2�' ; . Y ; � ' ` � � °o °v = � , 4.1 Design, detailing fabric�fion and placement at irttermediate supports ' . - ' _ , _ y , _ , - � � 0 � � LL � - � ' shall be �n accordan�e with ACI codes and . ' � �� - • Roof sheathing: 3/4" A.P.A, ra#ed � . � - - - , a r - �T�<` `" � � ` _ . , , , � , - �_ _ , .� r-- -rt r - -7 , � � �o N o � r ,.., z^��`�. 5 Q manualsCACl318-83,315-74). . � , ` � + � sh�c�thing 24° o.c., a8/24; expo5ure 1, � / �} c �Y=�.�~,��� ��j � Y �- - �� _ l � �_ f �' �4 ° 0 � � W = 42 R��nforcemenf shaft, be new biilet steel , � Atfach to framin w/ $d naiis�� b` o.c. at ' - � ,. z� � R � � ' -��"r��`'w��- � , , " i I � I � � o = LL 615 ade 60. ,' � ' ' panel e ge 9 e , , ` \ � / �� w•ar� , -� 9��'��� __ -� 9.o'•-id '" t . �'=�'' � -�- �-- , O ' ' • A S T.M.� A ,gr d s and 12" o c. at int rmediate ° � 4� ����� � fl"� t�ti� � ; �- - _-� � o c*� � ° ' � � �� N' `� �; _ . -- ,O L,�g5-3 r{e- -- - � �7G t.u�rttr .�"f1�W. 95_'/0`��� d � � ` U m � T � W 43 Reinforcement in alI walis shali be continuous � � supports. Insfiall with lon a�mension � � %1 � , , � T a � �. g , q `� �' , `a Y -�7:��1/. 9�`-.��/ " �' ��'�`7''� ' .."� �r .� , , � Z Z _ around corners or corner ba�s provided: � Y � � , � , perpendicular tp supports and confiinuous - � � - � ' ; - - , � �1� `� , _i T- V � = o ' � � " � ; I r'� =7� �f0��--Q � �. r' T ° ° 4 4 Lap ali spiices 36 bar d�ameters. ` � � , bver two 'or more spans. Stagger end , �� ;`� ' „ , ._,� , ,.�� � � � Q c� W co a W 4 5 �Provide a minimum of 2-#4 ba�s around aQ � ; jqir�ts. Follow A.P.A, specificc,t�ons ` � � � i � r �~A'���`°"°` � , j J > � H O Z � � openings, extend 2'-0" beyond openings. 3 67 Provide sqlid blockin under full area of al! ` ° F � - � ' �' 1..����A�c�r/�-�� ,�-' ��-� A ` � � = U � 3 � 46 Pravide concrete' protection �for posts made up of 2•2g4 and larger. � , � °p _ S " ��°1`i'�r=l-- � - -�4���='�° `��- ''' � Z U ° _ - reinforcemenf as folfows: � � � `� - - - � •�� `" '�_ - � ° - � � ~y ' � \ � - ~ � T�"" a \� � � O � � W � 7 - Concrete against earth..:....... ...........:........3" � � ; � , k� �, ! � � � ,r �, . � �� � i��—1 ; � C� � � � Z 3 � !� � � `�^ ..—L{ `7.-� , > a Q Q � o � Concrete placed in forms but exposed to , - ry� --Tp,lsr��;.✓ Z � - � ground ot weafiher(#5's or smaller)...,..1-1/2" ' , ' , K r �;0,�_yt�=U�r:_ � � � f" � _� , ~ � w � w � ° �' 47 Tack weiding or welding of rebar shalt not be ' � � , �� � M� - -_ g�py��r N•rg. � ' . , ' �"' � CD �; � = y . permitted. - - � � ' .;� r"a,�,���! � , � ' � o � Z � �,� � " � 4 8 Welded wire fabric to be b x 6 WL 4 x Wl. 4 " . `� ��;�- -��'✓, 95'-lQ�� ' _ 'e � . � � N "� W a W � � � a' j - T �� r �t f!� X � � a � � 5. St@@� , , , � � t, , �° 7 I __ " �,� � // � / l/// . �� ;� N r � Z Q� � W ` w � 5.1 All structural steei shall conform to ASTM � � � � � �� � �=��-�- � r�z � ��� �lo -9,� I� . �� � � � � � , � � , � serial desfgnation A-36. � � � ` , � � , 5.2 Cold-Formed Sfieef Tubing• , - � , � � � ' �'2°'�'� �--��- �«� , f���D�2� _ � � � � m � � ° : - � - - � �r''�`t�� �" � , , . ` p Aa�? . ,T.CO�_�92-`f/a �--- --f- � � ' � ♦ U) w � � m ANSI/ASTM A500,Grade B , ' ; T' �,�_ ' I 5 3 Ste�l Pipe: ANSI/ASTM A53 Type E ' � - - ' � � i � �r ���O�f -� , - ��� �A.1-� ���/ � �j� � � W p W � = o = - or S Grade B � � � � � Y � �� �L 1 � � � g 5 4 Unfinished Botts and Nuts: ' , a , � _ � � , 4 � ' \ �� � _ , 'a . � � � � W Q � � � � ' ��`F�6 � - • - ANSI/ASTM A307,Grade A � � , , o ' � z a ? � � ! - U a W 3 u a w 5 5 Electrodes far Welding: Comply w/AWS � - � �, „ �` � � , a � � �n o = ' � ' Cod'es(E-70 electrodes) ' _ " 1 � � , � ' ,G�7�J2 N.�:s. �� . � � :7��� �, � Q zO � � Q , • � � 5 6 Shop Pamt:Strctf Steei Pnmer. SSPC-Paint ]3 � ' - � �p`�' 9¢� i`i°��. ;' a . � � ; ; q�'a f � a' ' ' �.X Grout•Nan-sh�nk Non Metall�c ^ � ' � - ' • ` � ��`�"`�'L�9�,� ��r ' T - � ��� � `� � � � �. �r- ,O.i1/,-'y� �3`� �� � � � � � � � U � ". : , �h � << �'tt,h?-q�`-9f,��`� ��J p � ( ' '��, �- � � � � � ' ' � ` � ti � � —-t _y,� a� � �y�q � �� , ' � �O = ' � � �� t i ' ��ti`� � - ���r�l� _ . � � i ��� � � � ` � � � � z , „ , ,n r -- _ ��P �� ' \ � ~ 1"!��lp .. ' ' `t �1-- '--! ; �e Q . , � , , , � �'� ,,,_� _ .�x�,� F_ .a�.g.�..m �,�,_x�, � _ _ . t_ %7 Da -�1�v�l�G•��'�X.ID�'�117 a +� , s � U ABBREVIATI�NS , SYMBOLS , � , "+� �, -�,�,,,,, ` p ,� ; N ' & And � ' - i `� ( � � � , . � 1�.�tL !G -�j'4-�5ra4', . � - � . � , , , � � �CS �� ___ . . ?..�77'aiS�=S P� � "TO,t/✓,9ti�5�� TD,F. ff'������ t� r °, �j.l � .� Angle, u�v. �avatory � , 101 Room N�mber , � �=�-� -.� - � -� � , , � MATI Material �' ���$`� t' ^ L � / � � L - i --.;��_.t_°_b Jil ,� �U.L.� C7 � Center ne MAX Maximum , ,° �� :_ "• _ i � �j 774t7�i��Z- d�d) � � � � ' � � %.�.4Y 99=9�2/! # Pound or Number MECH MechanicaF ' � KeynOfB , ``` � �. _ ' `� � � A B Anchor Bolt M D F. Medium Densrty " � , _ ' � � � O ' � �/ � � _STi� 7.�L,= \ �` A,D Area Drain � Rberboard ' Q Revision � \�L,Q � � ---� " a� - �� _ ; W ADD Addrfion(al)r MTL.. Metai , � - ; � , I j D�9ii a� , � ' � f � � ADJ, Adjustable MFR � Manufacturer i � A Opening Mark , � , ( � _. , . * a / � � � A F F Above Fmished Floor M(N Mmimum y O - � � � � / �2!2 n � g'/o�� 1_�-2?;���- r ALT, Altemate ' M O. Masonry Openin� �Y . - , Center Line " , � , , _ � � - �� y - _ T PAG, n \'!. ` ,ALUM Aluminum N Norfh ��i �, , u 23�, 1 ��! �� - 5`r��/ �`_ , ; _� ARCH Archrfect(ural) N A ' Not Applicabie ! ' Property Line , 3 � � , � I���j,,�W__ _ ���������� � � .`� � ,` , APPROx Approximate ' N I C Not in Contract : , / � ' BD Board NO or# Number` ` ' , --�) Break Line ' � " �1'`-FpN�f�" '; -' ° 1 ' BLDG Buiiding N T S Not to Scale . � - 1 - ��� �'=��� //�� �NL.���-�J��' � .y sof. 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' � `�a �`°�°1 ¢r;'� •'� ' T' - - � ` ' � �� � �^� �7 ��'� ���.� ��' ��.,�. > , �" ��-;� � �J �•�.`✓ ��� �, �� ��'n"� �'�°�', � �'^r'. A �� �l� y i ��. � � 6 "y 2'1 7'^ � , ' �� � ��� �rw � � � � i � �Y � "''�o�F � Tj M L�� �J� ���'��� '4.s' �~ ��; +�+�� 7 7 n ' . � •� L t ��sm I � i i }1� /'1 I., 1.......... .... . / ��1 ''�-' , , , - ------..___--------------� �E�_�__� , i � . F � � , , � � ' - � � I , • } � - z i , , � • k �` � - ,�� , - � � �y - , _, � � � r�*- .v , , , w - , , ., . . � . �i � � ; PLUMBING FIXTURE SCHEDULE ` , PLUMBING�f�TES AND SPECIFICATIONS , T � � , , � �...� � "?� o , ° � m ` � , Mark Fixture " fittings,Trim + Accessories " , ' •�' � � ; , 1. Informaior� contained herein is limited t,o Iocation \��, ���'�` � of fixtures. , . , •(� ��G SH-1 Master Bath Shower � • , - , � !• 2 Fixture and trim selecfion shall be by the Owner. ` -� � , , � �'— ; , , WG1 Powder and Master Bath Review al{ fittings, fixtures, trim and accessories � . � . Water Closet tilong wth routing of ail piping with the Owner pnor � , � � , 5t1 Kitchen Sink to comnenCement of work. ' , ^ ' � , , 3 Routingof all drain, waste, vent and supply piping ; - Y µ � L-1 BR 2,3 +4+ Powder Bath , shall becon�ealed within finished walis, floars and ' � , , � ; tavataries ` ' ceilings. As pracficable, do not run any piping in ; s , � unheatEd spaces or locations subject to freezing. ° ' - ' • , L-2 Master Bath Lavatories � � ' � , 4. Alt wate supply lines shall be sloped for continuous � _ , T-}� BR 2,3 +4 Bath - � Tubs - , - pasitive drainage fio valves located tadjacent to ; the wat�r heater in the garage. Avoid water lines � _ � T-2 Master Bath � " , running lower than th�s elevation and as � , � approp�ate,allow for grav�ty dra�nage at the f�xture , . � Tub and/or hose bib location when drainage to this low , . � � ' � ' , point is �ot possible. � � � , c°� PLUMBING FIXTURE SCHEDUEE ROOF DRAIt1AGE NOTES AND SPECIFICA'TIONS � ' N � � ` ' , �1O � Mark Fixture Fittings,Trim + Accessories 1, Roof drainage layout as shown on these draw�ngs ' ,� �`�' � �� � `� (� �? � is schematic and should be verified dunng � �O � G � O ` � o SH-1 Master Bc,th Shower , ' constructian. Review f�nal layout with the Owner � � � � c� " prior to :ommencement of work. ' `� j �� ,� ��, ��� x WC-1 Powder and Mosfier Bath - � � � Water Cfoset . ' 2. Roof drainage layout, capacities and resultant � � • sizes sh]II be the responsibil�ty of the piumbing � °� ° � � � S-1 Kitchen Sink � f' 0� - - � c� • r� LL W , _ � trader Contractor. Design shall compiy with all �� �,� �,Y �J���� � Q � � Y U applicabie codes, regulations and the - � - � � � � N � � L-1 B R 2,3+4+ Pow der Ba t h � " recammendations of the Sheet Metal and Air � ���� � N � 3 W Lavatones ` - — ��./09-3 � � c� � W � . . , Conditiming Contrdctors Natlonai Associat�on Inc. __ _ � o = LL - O o c� ; � L-2 Master Bath Lavatories - 3. Review md consUlt w�th the 7wner'S Soiis Engineer, __ - _ _______- _-____=_ _ -__ __ __ � � O U `'� � � a � T-] BR 2,3 +4 Bath as nec�ssary, C�L/Thompson; Inc.< 234 Center _ -� � V � � � ' Tubs � Drive,G�nwood Springs.CO 81 bOl;(303)945-2809. � � - � � � � � � U W oo < _ ,� _ �,_ , ,_, _ _ _w ..Y_ __ , ___ -, __--___ . ._ __._.___---- _ 0 h� ` � �` / O , °0 W 1 T O a � �1 � U � 3 T-2 Master Bath - � ' ' ' = Q Z � z W � � � i � / � - , Tub ° _ . , , � / � / \ / / / �. ` � � �.Lj W � o . - _ / � � � \ � � � � , � �- � _ � ' DOORS ANC WINDOWS NOTES AND SPECIFICATIONS � � OO � � Q � _-__ '� ___�- � � C'3 � 0 3 I � , , ; � � Q Q <C � W � TQ�°_J�_ �� �� � ��'pl�' � ; � w �• u� � g � WOOD DOORS i � ' � � ` , Q m �i � _ � -_ a�,��.r-� Y , � 0 � , �� ���.��a� � � � � z , 1. Packa�ed wood door assemblies for 'exterior � i ' � o Z � d o o r s t� b e S e m c o 6'-8", c l a d h e r i t a g e b l u e. �� � ' � ' � � _;, ' � � x O � W N SmartR high-performance argon-f�lled insulafing -��-�'S � / �-�" `��-� -- - . W Z O Z < ' , glass. ' w op � W a W 2. Interior daors to be flush solid core hardboard face ��?>;_S_��FL��} � ? W > Z Q W � with pai�ted fmish. - �L, �!/�r - _ f � � t-. - Z g ; � z m ¢ W W SPECIAL DO�RS , � ' { ' � � � � m , 1. Shower door to be, clear laminoted safety or _ ` � Q } � o _ tempered glass in polished aluminum frame. � - ; W � W � = o Z 2. Overhead garage doors to be 7° 18°a�d 9°smooth -� ; � F- < o � f�nish wood with insulating rigid foam core CRaynor Z W z � Z a � ' Regenci or equivatent). 1/2 h p. electr(c operator ; � C� Q w Q W ' with twCCOntrol units. n�� � � � �n o = WOOD WIf�DOWS _�v_.ci I_`��� __�Lr�f��I�� ' 1. Awningtype, casement-type and fixed-glass ' �' z � � � O � window� to be �e�n�a� SmartR high-performance - � '� U argon-f�led insulat�ng glass - , � . � � � HARDWARE � 1. W�th th� exception of the �mco doors, ail cn � z hardwa�e to be selected by Owner. " , — � � 2 Butts to be Stanley or Lawrence, rad�us corners, 1- U ' 1/2 pr. Ker 6'-8" doors. � Z N 3. Passage and privacy sets to be Schlage 'A' series, � � � W � Orbit. � � � \ , � - -C�er�e�ey-Egr2ss-+�e�#ise-Ea , a , , - , , 5 Exterior door hardware to be as supplied on r ;� � � Semco door units at entry, patio and decks - 6 Ali exteror doors/doors to garages to have Pemko _�i`<YG,�GfIT ' 0 � siils and nrhite Q-lon weatherstripping, i � FINISHES NOrES AND SPECIFICATIGNS - � GYPSUM W,�LLBOAf�D _ 1. All wallsand ceilings shall be 1/2" gyp board , � � � f�n�shed�v�th shght fexture. i N 2. 1'hour fin rated walis to be sheathed with 5/8"type ,, Z - _ 'X' gypsum board: �� ` � TILE � � � � � N ' i. Ceramictde shall be installed as defined in the ' � , drawfng,. Shower wails to be fin�shed with ceram�c �' `� �,��f�� G �,���,��o,y� i �� ; w � � , , t�ie All tle to be instailec� over gloss mesh mortar � �y \ , Bt�T1- NrN�S" TC�"l'�- L \ -_, � � Un�t. Re�r to draw�ngs for{ocations,areas and , � uantitiES. � � , , � , ��L� 2o�yv X��j�r�-lp,v6 � i , a . \ / �-f��GC.-6Yl/1f.r�'<11�V�`�l�fa'�;�,:_'"....l.° �� � 7< ' SPECIALTIES VOT�S AND SPECIFICATIONS N1 TA' � � FIREPLACES 4ND STOVES � �p �� -��I.�`�.. ��Nt�f-� M 1. L R. Unit• Gas-fired as selected by Owner -2N0 �G,_�'/�,FL�� ' � � L ' ' ` GENERAL NOTES , �1': /�'����--- -- � - ---- -- - ---- G W 1 , r �- - � T � , Q ,a 1. DO NOT�CALE'DRAWINGS . I ► i _, 0 � 2. 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' �L ic��o�� \� i � � �� � � `t � � 7� �Pt�• i �� �f , „ �1� � � - i �� �L 99-b � , � / _ • �o.C�/.v� F�� / � . ` _ ,c�irv�.C/l'a�i�t / \ �r� ' - � �� / � � - �� 97-/ . , _ ' , � . �vo��J� � ,, , G.�iN� .��{ ,�s p ' � � ____ ____._ _ _ �f � -- _ � � �� V _ ,�, � �;` � � ' � � z � , _ � Z `� . � � � �l � °- �� 4 ' - \ � . J ' ' ' /��/Q� � � J � �..�'//_ � �' • i " 'b a �y � �l /� /_—� �i �^'Y�1 C�. aj �J � �`' � ��_ `� F'•�` �,j� ��� � 'J ��my �r 1 p .� i t 'e4 �� 1 �t°� p1� � y �`j' 2�'�"��✓ 9 l ..1 fit if6 1n..y'.F,�"^' �y'�-� ...�j �r� � � � F iu ��! �:���=� ���V� `{�� �� �w e, � r`� '� � `# 1 \,.rdr .. � � �` �.,`"� L ,�,,..,. � I /� , �, E;y C - --•-----•- --- -- ---•--•-•-• •-------�,iT�_ � ---__..__ � � a , � _ -- - ------ � . . ` r ' . — -- �; . . , � , - , -- _ ; ��__... , Eiec#rica) Notes and Specifications ELECTRICAL FIXTURE SCHEDULE � , -, � � i. Mark Fixture Type . Center fixt�res and � dev�ces on walis. doors, openings, ceifings, etc. O Surface MountEd Lensed �' � where not otherwise ind(cated. , 2 InstaU receptactes at 12' AFF ond switches at 48' O Recessed Dowrlight above sub-fioor except as indicated on the drrnvings (To top oi rough-in box} Ail devices are to O Recessed Dowrl�ght,C� � � _ be �nstalled verflcaily unless noted otherwise. (nsulated Ce�ling 3. Where f�xtures or devices confllct with froming, � � �otrfy Generai Contractor of r�quired od�ustment tU � _� 'TR�c� ��t�r'i�vG - ` froming. No f�xture or device shatl deujate from location indicoted without express approval from E-1 Exter�or Site L�gt� � , the Arcnitect. � , 4. W►nng sha�{ be enClosed within finish wafls and �F Bathroom Exhaust Fan ceilin�s ex�ept in unf�nished basements and - � mechanicaf equipment rooms. �G Under.Cabinet�trip Light 5 Electnccl informat�on presented in theSe dra�r�ings �s for the purpose of focct�ng and fdentifyinq f;�ures ` - � and devices only. Routing, c�rcu�try, code , � J-Box for hardw�e connection compl�ance and COQrdinat�On w�th other irades ,,� ��G�S��I��mN/NL/HHT-DrtM� shcll b� the responsib�f�ty of the electrical trade 'L;j �.,�..r�pN�@INSUL,RT�D G'�L`6 con�racror_ 6 Venfy requirements for iixtures rated for direct M� Monopoint Base+Spot � ° � contact with insutat�on and prov�de such f�xture frome-in krts as requ�red NO Recessed Dow�i�ght o , 7. Verrfy requirements for and as required provide p.a�r�r�LocAT��N ' � ,�n° , GFCI receptacles O Wall Sconce � � 8 Sw�tches and recep'acle5 and device cover � d - , � c� p(ates to be Lev,ton Decora White, Commercial - ���f F�h= _ o � . Specif�cotion Grode ' ` `� � r� 9 Sw�tChes to b� CataiOg NO. 5601-W. 5b02-W, 5603- � X � — —�� - --- ----------- . J � W, 5604-W or ofher 5600 series switches as ' oPPropr,ate. � -— — - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - ->{- l0. Receptacles to be Duplex,Cotolog No 16252, 1b352 � � J �rLtts� �; ��' w� �� � � O o � � � ' or 6 5 9 a-W for G F C t. 2 2 a 2 5 0 V r ecep tac les nee d no t - --� ~'� --- N � � p � I ` � I . ¢ ° � o � match Lev�ton Decora Senes � \ � � � 1 � � N ¢ � �� 11. Dev�ce Cover Plates to be Catoiog No. 80401-W, '� " d� N � 3 ` ;' � 80409-W, 8�41 1-W, 80�12 (or other appropriate � \ i ' � `� ° _ � � ' � J ('� o i a ' number for ganged sw�tch banks greater than � � O o � m = �� four) � � �� � ' � C,) �"' '- � W T– a N � 1 2 D�mmer Cr heos ta te d) switc hes to be Levi ton � d ,� � � � � V � o � W � aW Decora No. 6646-W and 6607-W. � � , ` � c'� Q o J ? ' 13 Telephone modular Jacks to be Leviton Decora � - - i 8 I � � > ao F' O Z � ' Wh�te No 40b49-W w�th match�ng cover plote Or � � \ W'P� �j � �/ , � — -O = U � W � g a n g e d w�t h C A N o u t 1 e t ; � � � � � � i / h1 � I � � z U (� Z W � � � � / � �� / \ �' � � w � � � o� � � � � � , > � J � _ � � '2 M � I �1 / i � � � •Q Q o � Q U W , I � I � I � � I I .� , � � I �— _> = N . 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' , - _ , . ; � � � � t , ; ' , � ', � _�` �. � � ; � � - � FORMERLY PARCEL D OF STEPHENS SUBDIVISI�N � � � � - � � � - - � � � � r � w �� � � r �� � ��� F `t � � ' � • + • < _ �� i � . . _ , i � � �� ` V ' t. + n . . ' °� . � � .. ' . . f . ' ° UNE OIREC110N OISTANCE � - ' � � � � , } ' a �4 ,�`'� � � . E-6 N 87'09 00 E 46.31 � _ � ` � . � � � ° ��, ' � , � ' E-7 N 01'31 00 W 37.58 � � , > ' � ' _ , - ` ' ' ` -, : � . � � E-9 N 88'29 00 E 10.00 � � , , � � ° ' '�' "` '� - - E-10 S 01'31 00 E 64.72 . , � � � , ' . , � c � � , rp ' , , ' `� " -_ x h`A ^ F *Kl = a , s-r�PHeNS . __ , , � - SUBpIVISION � - STEPHENS , , . ' � '. � - � � � PARCEL B - SUBpIVISION , , . , - , �_� � _ CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA I PARCEL C , � � . � . . , } , �� x � C-6 277.00 10.28 5.14 10.28 N 78'13 21 W 02'07 32 � ' - . � � ' " `� ' � " " � • . - • � C-7 - 277.00 ' 28.15 14.09 28.14 N 74'14 53 W 05'49 24 � ' t ` � , ' � ° . � � � _ � , ��� ` ' , _ � ' I � ��� � --`'� S 88'33' 1" E , , /�� • , � .. � ' . ` � �, I �" �--- • _ - ----� 178.33 287 16 - � � . � . ' ' _ � � �. ' . � � � i ' � ��� � � �� , � �- 14.85' �9.84, ' ° � � , , . , .. - °A "� a � - � �� • �. � , � _ , , . .0 , �---Center of Creek � � . ` ° ° � � ��g �� �- �`�. � �� . �, �.-. .� �� ��_ . ;� s ., . ;� ; = t ° STEPHENS .- _._-_,�, �� , � �_ _ - -.r.--�- - Iw j3 `� - " ' -• ' ~ ' `� , � '� ` ` � SUBDIVISION ,�.�� �_ . �. . _" ,--`� a. •`, . j o �-z '10 , , " � � " . �� w . { ` �, � � PARCEL A / • � � � Approxlmate 100 Year � �..� �� , o v w !o �OO � - . , ' . ' , ' i -� " E ' Flood Plan ' • � , ,.�,• ,� ' - J° o ry O - , , ; , .� . �' '�--- ��� 1 ' - . .3•36�53 i Per ftecordcsd Plat �. - _ _ - - - - _ - - �,_r,'Edga of Creek �p e� Q •O��, ' .� / '�► � � � W j n �� r` , � � � / .•' - _ _ � -..,�_ ,,�•_�_ _.__ ��= - - - - - - - - - - - - - - - - - - �z 3� �� � � ' .. , � . �. . ,� . � , .w � ' � _ . � / / . / ��' . . � . -- - , _ .� ..1 _ _. _ _ + � � -, �r � ; � � �- . �--Center of Creak ,� '- - - • • - • • .� . , _ , S 87'44 00 E 1 ' - � ' • . � :, . ,� , �' . , _ _ , . � - , , • _� � - _ • - • _ . . - • . . _._. , ._ , '� � - ,_ �� �SEWER MANHOLE 192.08' � � , .�---- �f' � ..- / �� 961 / RIM ELEVAT10N 7823.9' ' '"" • - . . �. . t ` . . 4.57'• - ':4 �% ` , 1' � `_ � �_� _ _____-- -' � ' ''�� -_T=-_ G� • BENCHMARK ` - - - - - - - - - -- - � _ a ` , ,. � , � � � • ` _ , � / � /�i ry�,� QP�--�'.�� - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - ' . - , , ' r� ' , . ' .a „ . �� f- , � _� �� oo�'� ��� - _ _ _ _ _ _ _ _ _L _ _ _ -- - > ' , � � ' ' - ;°F • � `� • / //� '� /V '// ` .... .1 � " � x ` ' „ � 'a ~ e `� , . '"--Edge of Creek . - ' � ' � „ ' " � _-- ,� S��- ,� � -T PoRnort oF , • � � � .�`�� � � �$ �� • FF'/ � � � __ __ --'" , 1 WAIER DISTRICT - . - t `. `` ' ' � � �2� � �� �.t1�-�. �� ',� � u, EASEMENT � ' '. , , ; ' �, � '"�� , �� .�`� / � � �_50' Setback From o, �a4 �+ •p Q 2ts' � w =TO BE VACA'I�0 ,' � ' , " , ` � ' ° �� / �� ���P�. � Center of Gore Creek .... . . .. .. ar 4.� I � � . ` , > " � - , , ' , � . Y, � � ••`..� . ` _+ g E i �� � S� / ��� ....: "'. .: .'. a Q , - � - �` � �_ � ; " i _ Q ��� ' � �. ' � APProximate 100 YQar ,� , � �� �j, �'% �� : '.. '' . '.:''. t'�v�7totr� � � � � , �' - _ � � - � . FOt1N0 • .' .•.: • .--::••: o �+ MEADOW CREEK , � 625 � . � �--- Flood Plan _/ �� � �� ,,,,,,, , � ��T �o � �i�� CONDOMINIUMS £ .' 's' � " 30 W.C. � Per Recorded Plat ��� . � � � . . . ,.. 1 M p � , , , . � , ` ALUMINUM CAP & ' ' -- � � ---"� � 'y • o � '"'.: . '.' ... ...... i , ° � ; - 4 . REBAR � �~ �'�-`" ' -- - �-_ - • - -�' ' �� � ,�`Lj� / o. � � SHARED • ,,-, , •�, 2 STORY ° �ase.s ' ��� � tPHASE III ` ` . � � � ___---= . PRIVATE , ... .. ... � � � " t �� 4. - LS 16827 ---��` - � . � .. '.' .. � FRAME 5. ��� - a , � ' _ ` � - __ �' , ,� DRIVES •...:. • :••... " EtFV�notr oF �a , � ' _ , r � ' - �„__ 5d' Setback From � � �� .: ..':' .....: t�acE _ �s4as' , . , . , t � � Center of Gore Creek � / � ':':. '.�' ''.� '. �v�nort oF ;r � ' ' ' ' '� PlYW000---s '' '4 IQiJ� � � � i .. . . . . - . PARAPET� 7837.4' �r O � `� ���•�•� .� ' , , ' i � / . i . ''. ,:''.' .'�. . p�uP eOARD-�� ' 15. • Qf�' �• ` " � , '' i � . . .. ... . ►a 10.0' � " 6 ' . /� � .. . ... .. � 13.0' p � � / • . ., . . � i � ' .'. :.. ... '. , � �� �� ` ' � / i 20 po R - � � �� .:.. . .. :.. : p ,. CONCRETE g 1 , � , °� . j ` � .. � / ' � ..... .... -t p 20.7 Qa�. PATIO � o - � , , , � , . � � .... . . .. Z o.��R - - -� � � w �� / �� ' .':....:.:.'.: ' . FOUNOAl10N 2ao' � 3 W _ ' . . � ; ° -� � , � � i�// / ii�/ .;..: . .':.:..' ." � p 0' � ' . , , - + . , • } , : � � ' �� i� / / i � / ' .. ..:..+..•:.: � O ' n � � -' `:`, F� y�0 � ��/ . F./ ��' DRIVEWAY .f. ..�.'..::'.' ' 1 Z o , ` , /' • . ^ � � ,.�0 � �� UNOER - � ' �� � � i' � � � ' ���06j ��� CONS7RUC110N '' '.'.... • '.:....::...... �' �' '. ' .':... .. ' "� � � '� � /I '"�. . . :.. ` . �.;.�... �� ... . .�.�•. � .. ..� . . � _ - _ • � 4� AI '= N �� �' / ��� / '' '':...' ':.'_'...:'.'..'....:....... ... ....'• '...•. '... ..•.:.. :..'..'.'. . � �„ CEN'iEF2UNE OF ACC�SS� EASMENT� � . � ' � � , � � . �. , . /� / . / � .......':. '.':.'. '.'. '.' :''. '.':: .'..' :'. :' ... .: I. (BOQK 378 PAGE 789), � • , . , , � _ � ' :'.:.... . ... .... .. '....'...'...':: ...J'. '... ' �p �,,` -- . / ,; 4 , , ,�O '' � / // � .... ',:. '..., .•:..:........:..:.. ''�•',•15.00'' N �`�` ,� , � � . , , , 'OD �� � ' � .. .. . .. ::':' :'' ..'.' '. •N �''� � / , ' Y '� / � ' , '� / 310.00' ���` ' ... .;::.•.::.•.•::.•:.:..: •�,. �• �...64�°��o• • �� R T ' _ : ' '' ' ' ` 87'09'00„ w � �` .. . . ... ..:��k.' �.•..::• �Sg• w � � �, ' , , � �, ,, �� / , �� S / �\ ... ..:•..:-:�o .•.-.:. •: .• .: •.. . ,:;. .� � � ' � : . � � .' . .' , " � , _ ..•,� .. :... . .... .... . � � . �.� scA� : �� = Zo' .� . � .� FOUND � � • '�� � ..��.:�. ... .. � . � ���-� . � � . . , �� � .00� ALUMINUM CAP & � ��� � �..'. , .,: ' `.�: ` � � i ' MEADOW CREEK �':�•�•�• � , o� ,o�` zo� � ��� • � � �� �56 RESwt CONDOMINIUMS . � . •• .. .�� a r ,� ' � ' , .63• , " LS 16827 � '' �� F � � 'EOGE QF 40 R.O.W. '.. w '� �._._,,. t5 S 83•32 00 W LEGAL DESCRIPT10N PHASE II ;' ��\ ��-�"KINNIKINNICK i�OAD � �-` . � � , '�, a �, _ � . , 1 / . � . _ _ ,_ �� -, � � Parcel D of the Amended Final Plat of STEPHENS SUBDIVISION, Town of Vail, Coun� � � ' -� � '`' "'' � i FOUND MEADOW CREEK y ' " - ' ; � 0 / ALUMINUM CAP ac\ CONDOMINIUMS of Eagle, State of Colorada � � " _ ` ., � ' , R �, N�i REBAR � PHASE I � / ' � f L � � ' 1. DATE OF SURVEY: NOVEMBER 8, 1993 �516827 _ * * * * * * * * * * * * * * * * * * * * ` � ` , � ° ' ,." r . • - . � 5 � ' 2. MONUMENTATION AS NOTED \ , ti ' w � , \ 1 hereby certify that this Improvement Location Certi�cate was prepared for Carl , � / ` � � � _ � �w w � � ° - � � COLUMBINE D(etz ond the Town of Vail; that it is not a land survey piat or improvement . • Y � ° � ' ' ' " � 3. BASIS OF B�ARINGS FOR THIS SURVEY NORTH � survey plat; and that it is not to be relied upon for the estabiishment of fence, � _ � ' , ' � � , ` r < < � . ' r ,` - � "�� ;�. � - WAS THE NORTH L1NE- OF MEADOW CREEK building or other future improvement lines. � . � - ' . - . '� ` " . ,' � ' , CONDOMINIUMS PHASE I - S 87'09'00" W ` . I � ° � �r� . � BETWEEN THE MONUMENTS AS SHOWN. I further certify that the improvements on the above �described parcel, as of - " / ' ' ' ' " ' »'` � ° , . November 8� 1993, except utility connections, are entirely within the boundaries , . � ' ' �' � - • ° '; ; ' ' ,. , - - , of the parcel. except� as shown; that there are no enc.rodchments-upon the , ` . � z ' � � - � described premises by improvements on any adJaining premises, except as - � � - � ' ` '� `" u - - • , . . � , 5 `�, ` , ' indicated; and that there is no apparent evidence or sign of ony easement �� � - � ' , ' � � '_ � ' � { t , ` ' , . , , crossing or burdening' any part of said parcel, except as noted. _ ^ / � , , � - ,_ , . ' � � , � j ,�, , _ . .z - � a � Based on FEMA mapping (Community Panel Number 080054 00018 dated May 1, 1385), � � , _ - � . , , � u , � , ��. . �� , e sub ject property is located in Zone C. � 1 /, � C� �C/� r � , , _ -�_ , ' � ' _ � � . � a F 9 � i . . F . h , , , . Note: There was no final title policy ovailable for this survey, so 'there may be � ' � � ' � ' ` � � � , � � � , , easements or rlghts-of-way of record other than what is shawn on this ` � , - . ,� - ' r � � q ' � . � , , � certi#icate. , ' , . LL , � f `, , ` Y , , _ � '� z. - - . . , � , ' _ , � . . . - , � � ; ' - Note: Elevations are based on an elevation of 7823.9' for the rim of the sewer � ` � � ` ' r � ` � � " - ` a , _ . , . � _ , . > . _. ' � � manhole in the center of Parcel D as shawn. ' y " ' � � � ' �- � � � � , � . � ° �. � , .a _ _ . . t r • � ` ° M y . � , � , � � � _ � Notice: According to Colorado law, you must comm�nce any legal action based �on _ � _ , a - - � , any defect in this certificate within three years after you first discover such � Starbuek Surveqors' & EngineeTS � ' � � . � ` defect. In no event may any action based upon any defect in this�certificate be . � � 5 � ;� , � 9 ' � , commence d more t han ten years from t he do te o f cer ti fica tion s hown hereon. p.o. Hoz-1584�205 F!. CLe�abern Ave.. �ag1e.�CQ 818$1•(�os)sze-rzoe � , ' � ' � � . ,, ' : ` , . , � -� RIT , ' , � • . 'IMPROVEMENT IACA�TI�ONw, CERTIFICATE -; ° , , ,.; � , , DC�l�� /'l.���%�'+�`�/ �//./�/� Qj 1STER ' , - ,PINECREEK 3 1 V IIl�1,i7Ory�P•S , 'd " r " � - � � � Herbert A. chard� P.E. 6826 TOWN OF 'VAtL`- �� � , � . F � , , 0 6�2� � � � - - ° a Eacr.� covrrrY, cor�oRana , ;� . 't ,_; , ° ° � 4 � , �- ,, , ~ � oy *fi% , � ' �- - ' •.� �, � ` r . � � " ` ° ° � > ' . �' DRN. 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Specificat)ons. � � ` 1�� �x� • 1'` � ' --t ^ ' � '/ � ` { ' . � x ',+l'. ;t .n , �'�A��, s.l� �.. i t � � � ,4 •�4 � \ � _ � ���_ r _ - � , , �°,� . � Ea��--�:- '��`,�oc�c�i'�os��e�rr�h the soit�report.� .� � �;. � ', �. �xteric►r wall sheathing: 5/8" or(ented � , � ��;�_ " � '� �w.�'-�'' '�_ ' � � - , , Q � .}�s . _ _ st �,� ��,.��`_ .���_��;���;� ��,�� .. . �-� `_, , � � � _ ` � strand�board. _Attach #o fromir�g w/$d = °�;� ���' " �"--� � R � =�"'=�-�---�`` -� ����- �� .y1=2� �� ' � , � � �- � . � t�"� x. � �W r, � z � _ ._ � ,� , � `noAs �6"o.c, at a I e e . _ �; � ,� ,¢ � o w yx- ��. _ � .�, � - ,�}�'�4e�., bes�r�r�detail�r� ` .- < < p ne dg s ond 12"o.�, �� ,�i� M-�t��'�::.s i� � 2-- � .�. 1� �r � � � p � � - - _; 1 , �} g fabric;:atibn arid p(acerxaent _ , at fntermediate supports.' `"' � _ , k ,/ �r � � ���� � � ° � � � � - .. ..T . �, .�� a � ''1 � �; �` � �,: ' r , � s:,,: •ro•.. 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Afi MATL Matenal q , �1 9�/�%�/ � �r ; ��� � ?� � --- � # ` � � Centeriine MAX Max�mum � , t� "' Ke nOte • • "� _ _ � a ��' } ��4"`'�. +� } � y"- � {, a� ' Pound or Number MEGH Mechan�cal � F y. . � I H � �� '7�n' S.T�i�, TO, ' `\ ' r, / ��' '�' � �' - � A B Anchor Bolt M D F Med�um Density �. � � -�..r '�' �"" � N �' ` �r �' � � ° F�berboard ' \ _ � ., A.[7 ''Areo Drain � ,Q Revision { � ��� Vl � ,�, ,�,._� ., � � � � �l d. ��" ° ' , , 'a ADD. Addrtion(aq MTI. Metal � � � - " .�1,��`--� ��. ,�..s.. �A�-.; r �y. � `~ , i � ADJ. Adjuslabie MFR Manufacfurer z ' > " � � ' N � � . �j„ _ , ` - ' '` A�F Above Flrasned Floor _ O Opening Mark i ` � � � 7; �- i a ,� � � �, , MIN. Mi�imum ' � � � � /2' �L• Y� �� wl ;L /G- '�% ' � { � \ \ � �,` " ALT, 141ter'nate M O Masonry Openmg ; ,--- Center Line i �S ` ��� - � , � ; , �, i _ ��.AIUM. 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M . .s ' ` e �// �\ J� a� e y .i4� . .,, � °�8�1K� .�+ y .. , r � ^� ,t_ y f Y ' a t , � �c..,;.w. ---..,3�.....�..�..........m..�,;i..t�.. c....� ..o...`�'�......,....,.s�e...aa.� '�'~ �zre. _ ...yt..�..�_a�....�.._ ' -' -- ° • � , . , 1 _ �__ —'-- - - - . - ' ' - - - - - ' — ' -- - r — s , �s ±^i !# ;s , ` r� � ` �w,., ' ; � ; �",`b"'t.•,�.. , '� . ` �' � - -- - � --s-- - -- -'- � _ .._�.� . - - - 2�. . .r . z � �-,-- -� � - - � . ..� _ _ ,-�- -- - - � � v 7 --_...- ; __• - - - ---- - •--'T--- K � , rv ' ` , �` '-' 1 -r,. 4 , . } \ "i- i rr f ...1� � r�... t�. " � , � �' ' • ` "- �� ��` f � . � � ' � � i i � � i hv v ' ! . � i t V _ � s , 4 1 �j� ' V•_5 � ' " t r� aw � � { �`� ' � � ° ' ' y �'F'4����P���7�����R� ��� � _ � � � � � 3i . �� � ,- __` . , _,�� _ _ _ � - i „ ; _ , _ a � SCHEDULE PLUMBNG N�TE�AND SPECIFICATIONS ` "`��, �� ��.; - � � - i f 3 i �i,,.�"' 4 i.. . , � � Y _ f . ' E , � _ , � ' � ''11��rk F1Xf�re , , . FitFtngs,Trim + Accessories � 1, ' tnf�rmation contalned herefn is�llmited to locatlon � f . , � _ � � f' of fixtures. � ' , , , . __ -. � � . , � � SH-1 �M�ster Bath Shower � � � ` , • . _. �_� . , � a , ; 1 � � WG1 Powder and Master Bqth 2. Fixure and trim select�on shatl be by the-Owner. { �k -� . ' ' f r � Reiiew all fittings, fix�ures, frim and accessorles f ,� � . Water Cioset � � t; _ _ , � x , , , , " alcng wifh routing of all piping with the Owner prior i j - K ; __. S-i, 'Kifchen Sink . to�ommencement of work. � � �� � � ' - " � ` , - t-1 �' - 'BR 2,3+4,+Pcwvdec Bath � 3. Rating of all drain, waste, vent and supply_piping sh (I be conceal � r , � ' ' , � , ed within finish � � � � `;� = lavatorle5 , � ed w411s, floors and � � lings. As practicable, do not rr�n any plping in i ` � � � � � 3 4 heated spaces or locations subject to freezing. 1 � � � , ' �;� "�1;2, Masfier Bc�th Lavator�es y � » � k , ' ' ' ; ' � .` r� ' BR 2 �f 4 Bath � 4. All water supply lines shall be sloped for continuous j ' � � " ' ° � K � ' � po�itive drainage to valves located odjacent to � � � � _ � r�bs � � : �'^ ths water heater In the garage. Avoid water lines `�^` e� � r . y � � � � �y � " rurning Iower thon this elevation ond as v - - : - � _ . , � ,. T-2 Master Bath � ` f � ` � ' ' ' ap�ropriate,allow forgravity drofnage at the fixture J + � Tub < , � � 'E�� ` . - ' , � - � � ' . ` � _ , and/or hose bib location when drainage to this low � ; , , �, � . ➢ ��e - � -� ` � ` poht is not possible. i _ � - - . , �� r ' ` - � �, r ' ' � �PlU�tABING F�XTURE SCHEDUL� ' ROOF DRAINAGE NOTES AND SPECIFICATIONS o � � ' �� �. . , ,� , _ ` i � � � ' I CO ' - , - , - . t L�/lark'� y�ixture , , � Fittings,Trim+�Aecessories 4" ��- -~° - ,�. �n . ' y E� ! � � 5� _ � ° , , , � � , � 1. Roof drainage fdyout as show� on these dr�win s � °` _ t � . . 9 �F F�G:4.���M_- ° - €' � ,� , i `� , � W c� - . �' � � � " k �f SH-1 � Master Bdfih Show�� � f5 �chematic and shouf�i be verified t�uring ' Evi��S �/-l��_� , �� � � < �- �,,� � � � � ' " - F .� . _ - coostruction. Review final layout with the bwner , � k � � � � � o ' ° = , , _ � � ' ` , �`z l�'2-�'f�--:-__ __ __ , � , -- . , WC-1 , Powder and Master�ath _ p�icr to commencement of work. �r ¢ �\ �� \ O } t �,,� / , � � ,�� ` / \ � � � x � !'� 4 Water Closet � � - , _ ¢ ;F � � � , � * � � ` 4 ,° ° _ 2. Roof drainage layout, capacities and rAsultant ' F J � ti - ` � � S-1 Kitchen Sink - siz�s shall be the responsibihty of the plumbing � f � O o o u _ trade contractor. Desi�}n shall comply with all � � D� Q o � F ;t, ' � : . E , ;, � - '� , `� � . � � � _ ` .. a , ' , }_ I:1 BR 2,3+4+Powder Bath ap�licable codes, regulations and the _ ; • < �' 1//� �G, SrJ�J-�L�l,f2 , Q Q � � c t - � � � �N ° reqmmendations of the Sheet Metal and Air / N � c �� ` � � ° tavatori�s � �� , � � r � , ;•��� _ ' Coaditioning Contractors National As$ociation Inc. �L �09�3��, � , 3 i � (� u � � 0 O � u I �� . ` , , r , � ;�'' � Master Bath LavatorleS 3. Revew and consult with the 7wner's Soils Engineer, � � � `'. � � , ' + Y � ' � _ T-1' BR 2 3+�4 Bt�th ,as �ecessary, CTL/Thompson. Inc.. 234 Center -- - --------- --------- --- --- - � - - y , U � .- � ���- �� ' � { ° �� � , � ` � � ` �� ', ' Tubs , � ; Driw,Glenwood Springs,CO 81601.C303)945-2809, � � � � °__ �` � , . �. � ` , E.. _ _ __, _ _ ' ., � - - � � =� ('0 � r- c W = �� � , F < , T•2- Master Bath �' . -•-° - - _ _ �-_-_ _ -- O O O � /� � N l� - j `D � 0°` a r � ' ' ' ' Tub , - 1� � O J � � 0 Z , . ' . ` _ � O , (� � u' , - _ � / � / � � _ f = a �t � � � . ,� " . , . ° r }� -w - � , , , , , _ , . � a Z c.� V z W ' / \ / � � / \ A 3 O �'. ! . - - r � t � � t ' 4 , � l ° DOORSAND WINDOWS NOTES AND SPECIFICATIONS � � O \ � � / �` ' W , W j t � �\ O �_ � � � � � C� � � � Z -�j� � N � L.(L�_�/� � � � � ___ ___ . � \ Q Q Q O �t _ .� � �, �'� � � ; ' WOOD�OORS d J2,�iB��� i � � � � ; - Z 1. Packo ed wood door assemblies for exterior i � � � �,�o,� - . aoW ,. w � h j' " ' � � � �j,�'��f��t-'/�•�"LC.YJ__-� � � z � � - �_��=�-- � �_-�OG b -T�Rd 2J f��AZ�p_ _ __ ______ _. _- -- --g�D��t�Y X �a_=8i2�ff g � � � � ° r� doQS to be Semco 6'-8`, clad herita e blue. F' r y T��� � ����-2 --- -� -- V � ����---- ---�-,-- �=.$�'W X��'fl"'tf SmcrtR high-performance argon-filled nsulating Y ����'S'� � � � � � � c°� -� w g �Qld Q.� � � �L� 9�/�`.�-'�, _ W Z � O z a ;� � _�'`` gla;s. N ' " � 2. Inteior doors to be flush sol�d core hardboard face _��R, SUd•FL�,� � W ? m �,�j � ' ; _ �-- -_ j "�"_z'-.O� �aG��� p� ___-_- ^-- -,- - -- -- 2��!�~ t� X b=8��t'! wrthpainted fmish. r ` � W -- �LE�da-/'hY/�b'r��'!E't�i7' ` ��b/g� {'►�X �=�%¢�� H SPECIALDOORS -�L J7�/�r _ �r w � Z .- , li �, Z ' mZ¢ � � � � � ' 1. Shover door to be clear laminated safety or -� W � F � � . , � � - ���1�� .`" tem�ered glass in polished atuminum frame. � � p ,. Q � �° --��-��-'-=-=====-� � ==-==-=.� ,� � _'.�__ _. .�__� _ �---�/1�yN ytf�_(���;�'�y_` __ 2. Ovehead garoge doors to be 7° 18°and 9°smooth (,u p w � = o � � i � , a fmist wood with insulafiin n �d foam core (Ra nor d � C7 = 3 cv�-�r���,�- g g' y Z J a � � l �-~" � �'-�A� �� ��'�`��= - -�Y--��-� r �+��w x ¢-�'� � Regancy or equivalent). 1/2 h p. electric operator � W Z Q : - ����O.0/1� + � - -- w i t h�v v o c o n t r o l u n i t s U Q W ` � '� � - - -_�--_-- ---__ .___ � � ¢ i � ir , . � WOOD V1/INDOWS •? �-, , � ,; � � o . . '�-��.�.��EIG�j��4-/_�i�rf.MULLJU�rs1�C.C�I�E�4 __ _ __ _ �o-OfL yv X 4-o� r� _ �f�%`.. ,'-,` ��� � ,-� -r-i' ,,,� r! Q Z � J �' 1. A w n n g-t y p e, c a s e m en t-type an d f�xe d-glass � � m . ` � �.�1�-���--�-- - __... wincows to be gean� SmartR high-pertormance � k ` ar m-filled insulatin � � U , ,_ �'�-��:.�-�._w_�_._ �_ _ _ _ -- -_¢.=Q%1'_�fN X ¢��?i��fr` HARDWARE g 9�ass. � � , � ; � f ` -�=r;r��.OG�--�-_��- � ___ _ � : _ - � ��/���W x ��9�8'�H 1. W�th the exception of the 5�e�r�cv doors, all � � � , d harr�vare to be selected by Owner. � f ~ . - � - _�::GG�" ��cl�T'OArt. ��vi�'W �C 2=0%2 H c� Z . " � � � � 2 Buttsto be Stanley or Lawrence, radius corners, 1- � �-� ' • , ' _ � • - -- �G�_.f,.�S_?�./I�t _ _ _ --- - �f=���_'��Y=?� ��-P..�L° t� 1/2 Kr. per 6'-8" doors � O � Z " ' �����-- 3 Passage and privacy sets to be Schlage 'A' series, N > , , � _ _ Orbrf � -- - ;qca82o=-rl �- _ _- _ - __ -��.�s��.�� x 7'9�° � -- � , ' = w � , ��� � � �' . - � 5. Exteror door hardware to be as supplied on W �€'� � , ; .�_'� ___A�,322Q_yll~���:�.M,-__ ; _ ��-- - _ " 4- " _ ° _��P�'�YX /=9�� .f� S�mco door units at ent � t ___� �--- - - - �� - � ry, patio and decks. � � . � 6. All e�terior doors/doors to ara es to have Pemko , ����������_� _.._....___ g g ' SKY.:.��NT a �` , s�lls aid white Q-lon weatherstnpping, o r, . ' ' � - � __ I �=�' rr� X lo�6%2Ut/ � � p , { - ..__ _=�D.2-�8--,-�_- �_---- � - - - /a _ r_, - � FINISHfS VOTES AND SPECIFICATICINS � ' , ' , - - -�'�=� G:�� _ _ _-- --- lv��d W X ¢����N � t GYPSUM WALLBOARD � �� ___ . __�,��_�...___ l, All walls and cedings shall be 1/2" board � - , � ' ' ' - _ �V± JYP _� � �7�` ��:- r�C - G�2�4�y� � _ �__- --- - -- �- - - � � � � � a finished with sli ht texture. E„� , 9 w � _.�_G� - _- _- - �_ _ �� 4,���„w x ��0� � 2. 1 ho��fire rated walls to be sheathed with 5/8"type LL - �t � �'�--°2;�-.J-3X�D__.. -- -- - _..._ �-O�2 �V � 4 D�L' N X . � ' ' gy�sum board � N Z g „° r __�`Gr'/'� _48/���`G�$TG3'f�?�' 1_°�ZD/f�4G�/� �'O�,�W x 1'4�2�H 7�3�D%Z�rfl TI L E � p � � � .� - ° ��..I� 1 Ceramic tile shall be insta►led as defined in the � N ' � � � - -`�"--- drawngs Shower walls to be finished with ceramic �� �� � � _ i � �t1/F/�l�G N �'� w/NDU�YS � ; > K� R , - � -� �_ GG 249��2 - ,,, tile �'ll tile to be �nsfialled over glass mesh mortar �� W , � � - �t�i�� v�/ X ��D 2 N , unit zefer to drawings for locat�ons, areo,�and ' �K t�7 81��?" HiN _� �O !�- � � Q " � . � , �=` _E- _GG �--�_�IX�I�_ -- �=4i2_"W 7C_�z2�/�'"f�__ ' quanittes. � i�, � �- ' �\ , 1��0� 20 ✓'✓ x 4.�/�r N�P.� � i # . , � / Lf��GL �Yti'l�OWS �,�,�'�i;'..=:=:_ � � -7 . _ � . ,�����Z _` SPECIALTt:S NOTES AND SPECIFICATIONS / _, � ' __:___ - - 2'-O%�'�tN X .¢�p���N �f' p,�' � M T.4 � � -��_��� �� ���T � FIREPLACES AND STOVES _ � ; , 4 _'__� __ „__._' _' ' , � 'LNO GG, r-�'/� �i p - �,,! � �. �'iN/�/-�; z` , ,� h , �'�� " ��� �� ��� 2����� W X 9�D�°H 1, L R Ur�it: Gas-fired as selected by Owner L� ` ' ` GENERAL NOTES Y _I-"L• /09=�8 �� L � � . � :f�E/eT/G�i�G lQDUGf-! 01°E/_�"L��__��..�-��1/1/G�5 r /� ��.�niD � � H � �t� o� 1 DO NOT SCALE DRAWINGS �-�---------1 T'- ----� k , � ,. � - w f ���_=8i���A�t���rN�.sr�t�f�-!i�`1.�s5� I � � � 2. 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E--9 N 88'29 00 E 10.00 � - ' , E-10 S 01'31 00 E 64.72 ' , , , ' , E-11 S 88'29 00 W- 10.00' � � ' � _ ' ° E-12 S 01 31 00 E - 60.38 ° - � - , ` � E-13 N 67'09 00 E 19.26� - � - , f � ` - ` � t` , , - ' - ' � , ', � � , � � , ° ` STEPHENS ' � ° CURVE RADIUS LENGTH TANGENT CHORD BEARING oE�TA STEPHENS ' ' ' C-1 20.00' 31.42' 20.00 28.28 N 38'32'00" E 90'00 00 SUBDIVI510N � SUBDIVISION � / � , C-2 20.00 30.15 18.78 27.38 S 49'39 30 E 86'23 00 PARCEL B , ' _ - � - ' C-3 40.00 �3��8 7.88' 1�.89 N 77'09 00" E 20'00 00" ` , � PARCEL C � � F - C-4 - 23�.00 209 90 18�.98 196.0� S 83'38�� W �a'30�9 , . / ' - C-5 -23�.00' 10 2@ � 5.10 'OQ29 N 88'�@ g�" W 02"�a2" �--_._ _ _`__ < ' � • r � C-6 235.00 10 37 5.19 10.37 N 76'11 13 W 02'31'42 �/ '' S 8$'33'21» E � " C-7 235.00 38.44 19.26' 38.40 N 70'14'13 W 09'22'19" � � / , i-- • - �_ ""'--�-� „� 178.33 287.�6� � - � , � '' �' 74.14' � ' 19.84' k , � � ` � � � ' .��•_ � � ` 14.85 � - � � , / _ � � ----Center of Creek 108.$3� � � ' ,-`„ I�r . , . 9 f � � _ � ,.,.�._� �. � co i� � ° . . "STEPHENS � � ��� � �� � '`�., " '�, ° -- + °i..' �� � ' SUBDiViSION � ,� '_' '"...,.'`" ' - _,�+ � �`_'_ _ _ �--- - �;' � i 3 r . /""' o PARCEL A - i4 . `� � „ � � . / �_ Approximate 100 Year �� � _ � . � � �' �o° c�'.>W j o ,O • Flood Plan ~__+ �' �' • Ed e of Creek - .-�-' "� �^ t o° ��� 1° •Ory �� � , , a �,3•�j6'S3 i Per Recorded Plat ��- - _ _ - - - - - - _ -,- _��_'9 • - - - �- �^ 3�a !i� tij� Oc�� _ E /� / � ='"'�"' ,�,r-_ - - - - - _ -_" �o c�� �° Gj . S , \ 1 / , � .�. • N � �. � � � �. � ..� � .� � .... � .� ^ _. .� � � ._. �. � Z ' - +� - / m -- -r �„ � / t ' , ' 1 ' 1- ` 1 �---Center of Creek .r �, / � �� r • - • - -�- . - . . _ , ^, ,S 87'44'00" E � � � � r � -._ / � SEW�R MANHOLE -' ' - -- - • _. _ , ^ 192.08 ( ' ' _ �� '� �--__.__ - / � "--�^ PG�, BENCHMARK i , , -� _. ..---- " - .� �� g6l / RIM ELEVATiON - 7823.9' ' -" - - ' - � t - . 4.57'� - - -----'�'� � .- _ ' / -�''� '� 1� Q / � - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 50.00' WC. � � ` \� � • � f� ./ ��� l�p��/ ��/ 50' Seback From - '_ - - - - - - - - - - - - - - - - - - - - -i - - - - _ . ' � �� .� • �� Center of Gora Creek � . � ' ' ` , . -� ' ��`'_Edge of Creek • ��� ��Mk},, � � �� �� _ -;---. , � 21 �$ �� �� ��c-P/ �� __ __ '" ! , � ° ' , \ � ` • � �.� ' �S��j �' � r� LoN �n.e 74s' r - � - - - � � -. - - - - ^ � i ` ' , ' ` � , • ��_ �. �i �� p. �i ~ � a E-11 E-9 � i L J i � - ^ ' - � ' �' o �G / i � SP� / � _ r .. y , ' Q ���� -`� • -� +Ar9 Approximate 100 Year i � o ry0 • �� �vanoN a�n- }' � � . . •�l SHARED � - �_ � ' MEADOW CREEK � FOUND • �-6rL5 � �--- Flood Plan ' � � � � °' � �.' Q o SKYLIGHT �t � } PRIVATE 1 ��o ' CONDOMINIUMS , 30� W.C. � � -_ -�" • -� _�` � Per Recorded Plat '���' . � � � � / �p /� 7859�' � . . . � D��V�S � �� O ALUMINUM CAP & o -r ' z REBAR �'oa. ---`".-- • - _,_. - • - _.---- ' '_ �'� �' o,��'� °°. .' 2 STORY � � 1 . ' ,. � i � i °, PHASE III ' LS 16827 � , ---`�_' _-__�_--�"- '�� 'S � '� FOUNDATION- �AME � � � • ' . � � � � � _ / � � 4 I c*�",', �. � I ' L _ _ � , , �_ 5D' Setback From � � � ,�r �vnnoN oF ! r., . 1 , � i - RfDGE �+ 7848 0 N '' l Q i � ' � � Center of Gore Creek �� / �� _ p�ywppp - �vp7tota � . _� . E--3 �� � � � a � �G� a�iPAeonR�ass a' � � � �' �J i � - --I , , �. LOT 1 r � A . � f _ -� . � � ' i .• »��,�� I .. .: °• .1� � 0,339 ACRE � - - - -r i .� . -' -� REMAINING PORTION Q (ONCRETE Q ��� �� i -. � � -- I _ _ _ _-� � - � ` ` i' Im� �� fA110:,,v a��i 0.r � ' ... . � ' `� -' L, _ J � : I, - � .� , - OF PARCEL D �� -� - � 3 . � . i � � i � ...._ . � 2 �. 'm , I � . ' 1.649 ACRES ..r� �"_ - - - _�' `��_� C, . I �o C !g � i N i �''� . .d� i M _ - F � � / . r : � , = 3� '' � . ' / � � _ �. � . �c, ! ° � o � -� z , � . � � ` . ' . �,i � ' � I ♦ !y � 6�� �� ��� DRIVEWAY ' ••• � ��-6� � " � � -,'O/ /1 v' � / C' + �. � � ' / � � . ' � / \� �'3 PRIVATE ROAD AND UTIUTY EASEVIENT � . ' . �� : .� • , .' � / .' � i/ � �.'- - E=5' -'� -�� � -rv ' • Pf�IV{�,T�. ROA� A�D tJTiLf'il'. �ASEMEN7 f . r / � N � CENTERLINE OF ACCESS EASMENT� � � � ' "' ' � (BOOK 378 PAGE 789) r � •' / ��/.� _ . .. .. . , �' - ,' �` - o � / ��D � �' _ / _ .r �� � 8�.'{9� ' .-._ - { 15.00' . �`�' \��� / , � E � � � 68.19'. . � _ .. � _ - � / �� 35 4. . . .. . '. . . . N �.` � � ss�o ao; ,y � � 310.00' , SET �� .` ' ' '' . . _ . _ . ' . i .' 226.81 • .. : ... . •: . Y // • ' • .. . .. . , .. ' ' ' / / / � i S 87.09��0" w ALUMINUM CAP & �'� � �.' 4�Sg• K' � / 5/8" REBAR �� . . . o . ...� > � �� i � � L S. 6826 �� ai . • ... . '.. . , , , ��, � � � , � � FOUND . TYPICAL �`\ N . . . , :. . ,_ � � � � � � ALUMINUM CAP & � ��\ I - ' � � i . �56.00 � �.. - . , � �� � REBAR . - 15.63' LS 16827 � . g 83 32 �� W �� EDGE OF 40' R.O.W. . , „ � � LEGAL DESCRIPTION � �'� �```-�KINNIKINNICK ROAD - �� / i FOUND \ • Parcel D of the Amended Final Piat of STEPHENS SUBDIVISION, Town of Vail, Cointy MEADOW CREEK � � ALUMINUM CAP &\ MEADOW CREEK of Eagle, State of Colorado. CONDOMINIUMS ( / '- � REBAR CONDOMINIUMS PHASE II �s �ss27 � PHASE ! � � � � � ; • - * * * * * * * * * * * * * * * * � * * * . • A �� ���r �� � ��� �{' � ..��+."'t. �P�~�� ��+ + r . / �� � �, �vi' � , � . . . . l � �,,;�,� I hereby certify that this Improvement Location Certificate was prepared for Carl - / '� a``�k�' , COLUMBINE Dietz and the Town of Vai(; that it is not a land survey plat or improvement � ' ° `�'fi n � 199� ;; NORTH survey plat; and that it is nat to be relied upon for the establishment of fence ' � �C ? � building or other future improvement lines. LG �,�'i�.�v`� � / ��• �.�',���/� t � . " , I I. ,��.�F��.�� i further certify tha� the improvements on the above described Qarcei, as of � � / ; � _ September 28� 1994, except utility connectio�s� are entirely within the boundari� � ?��� � 'V-� � . / , - of the parcei. except as shown; that there are no encroachments upon the ,° • : ' , described premises by improvements on any ad joining, premises, except as � � ,- `, � indicated; and that_there is no apparent evidence or sign of any easement �.� � - ' � � crossing or burdening any�part of said parcel, except as noted. � � � ���� 9 ' , ° _ N r + z�fi3u=� t� � / � � . SCALE : 1 = 20 Based on FEMA mapping (Community Panel Number 080054 0001B dated May 1, 1985), . ' , � sub ject property is located in Zone C. ° " " / - � ' o' �o• 20' 40' ^ � + � � � - Note: There was no �nat title policy available for this survey� so there may be ` : ' . ��"� �"� �'�-' easements or rights-of-way of record other than what is shown on this � ' � ' certificate. � ' Notice� According to Colorado low, you must commence any legal action based ,_ , � � � ' � ` upon any defect in this survey within three years after you first discover ` Note: Elevations _ore based Ofl atl elevation of 7823.g' for tfle I'ir1'1 of the S@WE' such defect. In no event may any action based upon any defect in this � ��s manhole It1 the center of Parcel D as ShOWt1. ' survey be commenced more than ten years from the date of certiflcation , F � 1. DATE OF SURVEY: SEPTEMBER 28, 1994 � ° - � �� shown hereon. � , Notice: According to Colorado law� you �must commence any legal action basec upon 4 2. MONUMENTATION AS NOTED . any defect-in this certificate within three years after you �rst discover such t- Starbuek Surveyors �& Engineers ` ; � defect. In no event may any� action based upon any defect in this certificate Ee , � S S� 3. BASIS OF BEARINGS FOR THIS SURVEY commenced more than ten years �from the date of certification shown hereon. , ��... P.o. ao: 1584�205 E. ch�bers Aoa., Eagle, CO 81831�(3o3)aze-7208 � _ . � � WAS THE NORTH- LINE OF MEADOW CREEK - " ° ' ` � - CONDOMINIUMS PHASE I -- S 87'09'00" W v R! ' ° � � ;, "� r T 'S IMPR�VEMENT LOCATION 'CERTIFICATE % # BETWEEN THE MONUMENTS AS SHOWN. � Date: , 3� / 99� � � . ' �� PINECREEK AT VAIL, PHASE I � � , . - Herbert �schard, P. Q S. 6826 t TOWN OF VAIL � � - � . � � ���� � � � � .EAGLE COUNTY, COLORADO � � _ ' _ � � ��'tF � �,�� - , I V � DRN. R.B. 93-066L2.DWG ° ' ' � � �9 '�� �� ' ` � . , � , ; - �?�r �� ,���,`� ��� / CHK. H.A.R. SHEET 1 OF 1 , �, - - � v/ (Q �� DATE 09 27 94 JOB N0.93-466 �r � � ' . . _ , � ' /� �,� . � �� �, �. _ � _ _ � --�_�__.�� �., �.�__ _ �. �`\ H i � �..��_ - - ,. � = .- � � v _a+c.- n � R .�.�..- . -- y . r Y _ � . � V Y � � 4 � ~ _ • ' � p `' ` � � , - . . � � � � � r . IMPR� VEMENT- LO C ATI�N C ERTIFIC ATE � � � : � � � LtNE DIREC110N DISTANCE � ' _ ' : � � E_, N 83�32 00� E ,20.,5� P I N E C R E E K A T VA I L P H A S E I � � - ` E-2 N 06'28 00 W 35.00 � , E-3 N 83'32 00' E 24.00 � > E-4 S 06'28 00 E 3�.63' t . � E=6 N a��o9 00� E ��� TD WN � F VAIL E AG LE C 0 UNTY C 0 L� RAD 0 � � - E-7 N 01'31 00 W 43.75 � � ; E-8 N 01'31 00 W 62.35 , E-9 N 88�29 0o E ,o.00 F�RMERLY PARCEL D OF STEPHENS SUBDIVISION E-10 S 01'31 0� E 64 72 � 1 ' " E-11 S 88'29 00 W 10.00' � E-12 S 01'31 00 E 60.38 � E-13 N 67'09 00 E 19.26' i , p s _ � ' ` ` , STEPHENS , CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA STEPHENS C-1 - 20.00 31.42' 20.00' 28.28 N 38'32 00" E 90'00 00" SUBDIVISlON � SUBDIVISION / � - C-2 20.00 30 15 18.78 27.38 S 49'39 30 E 86'23 00 PARCEL B � PARCEL C � ' C-3 40.00 �3��6 7.88� 1 g.89' N 77'09 00" E 20'00 00" ` C-4 23�.0�' 20�.90 16�.98' 196 08 S 83'3�'��F W 3a'S0�9 / C-5 23�.00' 70.2@ 5.10 �aae N 86'�0�0�" W 02�'62" I �_ � . � C-6 23500 10.37 5.19 10.37 N 76'1113 W 02'3142° , /�. � _ -_� S $8'33'21» E 287.�6 / ' � - C-7 235.00' 38.44' 19.26 38 40 N 70'14'13 W 09'22'19" � r-- __� -' '�--�. 1 178.33 � '� 74.14' � � � �' � ~ `"_� � � �. � � 14.85' f 19.84' ` �,/ � / -.�� d----Center of Creek 10$.83 �a. N � I 1�3•92 -- - ► `° � , STEPHENS � � �� �� � ��i-' ►; y� SUBDIVISION • - 1 • � , � �--- - - ----- � `� �3 � . � / �'- -�.`_ _ � t� � \` ` PARCEL A „ � � -� . , �_ Approximate 100 Year � � ��� � ' \� _ __ _ _ �,00° � c_.�'i� 1 o ti p ' �j•36 5 � P'e�R clorded Plat _� � `- ._._ J • �r� Q�� �� � h + 3 / 1` r--Edge of Creek - . -- Q ; � _ . i- - - - - - - - - - - - -- - - - - - � 3 �' lo ~j pc / � �+.�.. ,�,r-� ~- � �W �� � ' _ � � � / . / ' / � . _:- - - _ � - - - - - - - - - - - - - - - - - - - - - - -�Z - - - rcn S 87'44 00 E � � � � � 1 �--Center of Creek f // � i - • . ..._ � » � - � �� � � � . rSEWER MANHOLE � - - � - _... 192.08' 4 , � � � L�---- � '�`� ,_.. � ' • ' �_ , ����_ G�g61 / BENCHM RKON = 7823.9' _' ' _ - -- _... . } _ 4.57'* `'�- �-- - - - - - - � � _,'` `� � ��� QP � � _ _ _ - ^ - - -- - - - - - - - - - - - - - - - - - - 50.00' WC � f � � '\ � � -/ .� � � � 1�0��� �� / 50' Seback From - - - - - - - - - - - - - - - - - - - - - - -� - - - - _ � � � � Center of Gore Creek � ( � \`$ J ��-Edge of Creek ��� P��M��� � / �� � �� ---i--� i � �� �� � 4, / � __ __ -- -' � Z ��/ � �,E� , • � , � ` 1 • � ' � �( 5�� �'� �,.� ;o ,. ,a.� � �49� r - - - - - � � - - - - - - � � k \ �� �� � � ���P� �� '' a E-11 E-9 I � J � I � Q �` ' "- _ . � r E / � �p o `�P � ' r � � � SHARED � 1 �� � � 9 Approximote 100 Year i � �, � EL.EVA110N � FOUND 625 ,�� Flood Plan �' � � ��' �°' � .' 6� o SKYIJGHT C � PRIVATE � �o � MEADOW CREEK a ►�- Per Recorded P(at _� � � 4 ' ' • � D IVES � o CONDOMINIUMS � .3�� W.Ci \ l.� .. • -�1 � � � �O � �' 78�J9.�{� R �f7 � ; REBAR UM CAP & �O o, �. -_ . � - • . � �� � . � ,y�y oo, � � � , � t. i �r- � PHASE III � LS 16827 -.�` __-------� --- �� � 'S��� � � FOUNDATION---- �A ORY j . � � � � _ � -" � � / � � i , 4 [t7 Z I L _ _ � i i ��y EIEVATiON OF � � I � �_ 50' Setback From � m 1 Center of Gore Creek � � � / � � � �PL�YWOOD7848� ��AT10N OF ��' � Q � i , ` 3 � � Q PARAPET= 7856 9' � ` � � E- --�- CHIP BOARD E -� �' LOT 1 � _ , , � / / •' ,� } � 1� � 0.339 ACRE - - - -r - - � � � - ' � � � � � -'�� REMAINING PORTION 4C�NCRETEs� Q ��� N �'� i - � I _ - - - - , � � ' � i � '�'� � � � P4T10uv �' n ar Za ' ' � � L _ ...J � -� I, � .� , , OF PARCEL D �� _ _ i , � � 3 ' 2 '� ' ' 1.649 ACRES �� �� �' �-l�C-� - 1 ( o � -. •' ` � • ' � F � � � N � � C:� 1 � „ �^ ,� � � / �� � .- t ; �3� / / � � / / � ' / � ' `c`, ' Z , . v � � . F,/ �� � . • \ � / ^ <y � �� � �� DRIVEWAY ' � 6T � ' c � � p6/ � ` ��� � . _.-�- 1 /� �� / � �\ A .. . k � ' � � ' � ��3� PRIVATE ROAD AND UTILITY EASENENT � m . .. • . . � • � / � . / / � . i/ \ �_ �_ E-5 ____ _--�-- �r Pi�1VaT�. R�A4 .A�`1D W�ILf�fY_ �ASEMENT � o / , � �, CENTERLlNE OF ACCESS EASMENT� g � � �' � • • ' : �. " � (800K 378 PAGE 789) . � �� � .' � / � _ /� .�-' '�r � � S�.i9' - ' . . .- . i .00' � �v ``�'` � / ,, �p� ET� -- , �� 88.19' •- 15 � �,` . t - �'� � i � i ". ' . - r / � 35 4' � � � �\ N ss 3 � � � i . ' 226.81' 310.00 s�T � . . .. �oo„ . 7 . � _. , . ` � � � S 87�09'OO„ W / 5/8M'REBARAP & `���., o' . . �S9. LY , . . � � / � . . . , .. � � / � / � L S. 6826 �� � ' �� � � �� FOUND . � TYPICAL ��` N • , ` , . . '. . _ - � �� i i � � ALUMINUM CAP & � � � • , • � � � � � � 156.00 REBAR �•� . . . � S 83 32 LS 16827 `�'�` ���EDGE OF 40' R.O.W. 1 � 15 63' • '00" W � LEGAL DESCRIPTION � � KINNIKINNICK ROAO � � �� / i ouNO • MEADOW CREEK Parcel D of the Amended Final Plat of STEPHENS SUBDIVISION, Town of Vail, Co�nty MEADOW CREEK � � ALUMINUM CAP &\ of Eagle, State of Colorado. CONDOMINIUMS � / �-� �H-������_���.F��'`��,�r�, � / \ CONDOMINIUMS � � � � '� ,,3 . Rsg ss2� PHASE 1 PHASE il �� �'��;,;��:�`���; '�"��; !;:�; '��,� , .� , • * * * * * * * * * * * * * * * * * * * * , ����� � ��.`..,.,. R s+ � ���� ,K,�' � � �CT � � i��4 ���>� _ I hereby certify that this Improvement Location Certificate was prepared for Carl � / - : � COLUMBINE Dietz and the Town of Vaif; fhat it is not a land survey plat or improvement � �� NORTH survey plat; and that it is not to be relied upon for the establishment of fence, / �`��j�� - ���j`la��F ���of� {,�����`�' ' buiiding or other future improvement lines. I r I further certify that the improvemer�ts on the above described parcel, as of / September 28� 1994, except utility connections� are entirely within the boundorie� / " of the parcel, except as shown; that there are no encroachments upon the � described premises by improvements on any ad joining premises, except as � , indicated; and that there is no apparent evidence or sign of any easement / � crossing or burdening any part of said parcel� except as noted. / ' SCALE : 1" = 20� Based on FEMA mapping (Community Panel Number 080054 0001B dated May 1, 1985), . � subject property Is located in Zone C. � o' �o• 20' 40' � ' Note: There was no �nal title policy available for this survey, so there may be � �`���� ��^ easements or rights-of-way of record other than what is shown on this ` certificate. Notice• According to Colorado (aw, you must commence any legal action based _ . upon any defect in this survey within three years after you first discover Note: Elevations ore based on an elevation of 7823.9' for the rim of the sewei such defect. in no event moy any action based upon any defect in tnis N�TES; survey be commenced more than ten years from the date of certification 1. DATE OF SURVEY: SEPTEMBER 28, 1994 manhole in the center of Parcel D as shown. shown hereon. Notice: According" to Colorado (aw, you must commence any legal action based upon �� 2. MONUMENTATION AS NOTED any defect in this certificate within three years after you first discover such � Starbuek Surveqors & Engineers defect. fn no event may any action based upon any defect in this certificate b; S � 3. BASIS OF BEARINGS FOR THIS SURVEY commenced more than ten years from the date of certi�cation shown hereon. P.o. sog isa4•zo5 E chamber9 noe., Eagle, co eisai•(303)328-7208 � WAS THE NORTH LINE OF MEADOW CREEK ' � CONDOMINIUMS PHASE 1 - S 87'09 00 W � R/r - BETWEEN THE MONUMENTS AS SHOWN. � �d TE IMPROVEMENT LOCATION CERTIFICATE Date:_ d,.. ,. . PINECREEK AT VAIL, PHASE I � Herbert A �'" chard� P.� . 6826 TOWN OF VAIL � �' EAGLE COUNTY, COLORADO � � ���� ; � ` � � � • �J''t F�'C1N��ER b'���0 DRN. R.B. 93-066L2.DWG '��'� aF Ca�O��` CHK• H.A.R. � SHEET 1 OF 1 � � - DATE 09 27 94 JOB N0. 93-066 � � ____ _- - -- __ _ _ _ _ - ., - � . � � . �> , ,. ,� � �� : /j 4 L � � 1 � // � . �� ' � ,,�I.�t�T ��.c c�'�-e �-�G�(�� ; � _ � ✓� � � � .- 1 . -� � � , � 3 � � � ���— ���� �.,�.d- ; � � Z�eJ� �'" � �� ✓� 3 k 1 S S ��` �' ��,\� �.r- �,.9 � g �,� p� ,,g-e�_ �i�•d- C� k-'u''-e � f � �, d�z-- � �� ��Q,`� �' "L - -- -- �--- �.C'X�C G, �/�. � 11`�� f " � � -- "" ��.�t: �..-'}�MF�t/T �. 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' GENERAL NOTES BUILDING DEPARTMENT INFORMATION ' � , � 1. DO NOT SCALE DCAWINGS Legal DescrPption: Porcel D,Stevens Subdivision, Vail, 1-W- � ' Colorado � ' r � � i � -- 2 Thoroughly reviev all draw�ngs ond (nformation � P - _ S��T��LAN contained herefi prior to commencemen#-,of Owner. Dietz,Inc. • ' �Q�� � work. Advise theOwner upon recogn�tion of any � �'��`� `� - �� inconsistencles md/or inaccurac(es and await Contractor: C M. Dietz Constructian Management,P.O. ' ��� --- � ' clarification prior n commencement of work. Box 2072,Eagie,CO 81631. , i . �- � ��- u°°�3°" � �3�� � 3. All trode sub cortractors shali ihoroughly review ' � � � ( the existing constuction,work by other trades and Architect: .Rob(n.Molny, 835 E. Hyman, Apt. E Aspen, ` � � ' , ` substrates upon vhich work shvll be pertormed. Co.81611 tei (303)925-7404 ; � \ � Advfse the Owter upon �ecognition of any - U � � �_ , 3 � �(� 3c�3 3 =�3 S� � condrtions whlch Nould preclude work from being � Structural Engineer: Pe(ghtai, Guy Engfneers, P.O. Box � W , , � �2- � � accompiished vithout comprom1se. Awa�t . 1640 Basatt,CO 81621 teL(303)927-95i0 � � resolution o� such conditions prfor to ' ' E commencement. Commencement of work shall Cbnst�uctfon Type: V ; � Z ' � be taken as a:ceptance of all substrates, � � � 1= � _ . intertaces and crnditions affecting the wark to be Occupancy Classification: R•3 , .\ Z � pertoYmed. � � � Town �fi Vail °' 4. The drawings,and information contained herein BuUdmg Height: 33' � , • � �' � are recognized cs diagrammatic in nature and � � � therefore are noi intended to represent aA work Number of startes: Two ���`��� � ��� .' y=.:- . and/or materiai; necessary for a.compieted -- :• � ._:_, � � product. Each rade subcontroctor, however. Gross Square Feet: 2A�6 N.S.F. � ' - `� ���-� ; r - shall be responsble for work (and as�defined +485 S F. Garage � """`�'" ,� �� � `�, _ matenals) necesary for a completed product � • _� �r ��-�^- � � , regardiess of wheher all elements of that product Occupant load: 8 �` � � � �" � `� � , are defined heren, in the event of aiternative � ' � , • � �� � ���� L , � means of caccorrulishing the woric, the trade sub , ; c�, � ' ��� �. contractor shan h�ve anticipated the more costly � � � �,�� option unless sLCh alternative to be used (s ` m'�'` �° �-� ,� �` �s}, . , spec�flcaliy approred by the Owner. � �,y�' ��vY �,,���Y � . � � � `* � � r;����� � � ' � � ` . f • ,. � _� . � � _ _ _,_ -y- _ �� - --- - � - � -_ _ _- - - _...�_. .�.. _ _ ..... _ _ -_ _ , -- - -_ - _ � � � ,� , � . � _ � - - - - - __ ,..- ._ . .___ - F _ . _ . � �+ ,n � '_ !,"_ _ � , �!�,���-= =,�.!G Qx�l,�x5" �'� '`�" "� -�" � ��r'�'� ��_ "' � � �Il,l�j �+ J �.�� � `��� �:i/, ��±��! ^= f�t.-.. � 3 „ _-� �_ � 4" +� i i ��`'J- �i�(l�.I.J I ��,r�1•' .l"i�/�!_ ��� I _ .. . --- ���ej.- w7����5 7�Jt'Sf�1�% � , TRUCTURAI NOTES AND SPEC�IFICAtIONS � STRUC�URAL N4TES AND SPECIFICATIONS - 2x� /,�/ r,a/�-LG j � .� �! � =-_ �L�. --- < c� G/,-���T Q � , L Live Locads used in Design ` 6. W o o d � � �,Vd 5 � ' �Lz�t�/ ,-�� � . ; , -�-�'`�'' r��,2 ' � " � . . �- " 1.1 FlatRoc�...... ... ......... ... ......... i00PSF 61 Sill piafies and other wqod installed against � +�� ��FE - , . � • � , 1.2 Slopin� Roof.............. . . . conCrete shatf be preservative treated or of a , � - �v,���,� � ~ � � � r e �,�,����o� j 8�PSF � � ' S ✓v'�.t-� • 13 Floor............................ ............. 40 PSF specie resistant to decay. y - � -- yL��o� � ^ � � _ 1,4 Wind....................................... . 30PSF 62 Solid Stock Beams to be Douglas Fir Larch �} � �/ � ^ � ¢" ¢�' 4"-��=`_,, �' � �'r y` �,, �����'a•�, { �.5 Selsmic Zone........... ................ 1 dense select structural. � - - , - w 2�' '�� ��2� _ , _- ,� -� --- - � - , , ..-• M-'` �G. . - 6.3 Parailef veneer laminafied joists, beams and � � ° - � � - -�a�r ; . 2. Soils and Foundation Investigation posts shai! be as manufacfiured by Trus Joist ; ( � F ; r ��� , � � I� � y r 2.1 Review and consult with the Owner's Soils Corporation,Boise, iddho. Installation shall be z ���� Engineer, as necessary: CTL/Thompson, Inc., 234 in strict compliance with the Manufacturers - ' , o - .�� j � Center Drive,Glenwood Spnngs,CQ 81601 tel C303) recommendation and instructions. ., , -;----;_ ; � � _�=� ���' _ L.,_ , _ o _ �,`/�%�� E � 945-2809• 6A Metat framing connectors shail be as - `�- � ,,. 2,2 Comply w�th alf requirements and reaommenda- manufacfured by fihe Simpson Strong-Tie � g G � � �,_'�',,, �,/j,�„ �=�y�" �'✓" tions of the reporf. Company, Inc. Sdn Leandro CA Installation 2 � � ���T,� PA� � shali be �n strict compl�ance with the , 2 � � � � o r � ��RS N n'f� 3. Concrete Manufacturers recommendations and , ' � � �i_N� vo!/�?"5 �3��¢ , 3.1 Design and Construction shail be in instructlons. � 4 � � accordance with the American Concrete 65 Studs at all headers, beams and �Y�,��� �0������� - - � - " �� Instrtute Buiidmg Code CA.0 i> 318-83) and ' concentroted loac�s shall be Hem Fir stud , �i�/!pi� � �i 2 �{' • �.,� 5•/2 ,� �O�TGit3�-�;�y�'` (A.C.I 301-72) Specifications for Structural grade or STD & better over 8'-0". � �'-����Na l'iriN)-ON L,¢f'X?.^.��x/D''�G� � Concrete for Bu�idings, All concrete shdli be 66 Sheathing and decking shall be as follows. � ���' --- ���-�� � ����1 �iAY �� � ' ; stone a re ate concrete develo in a • �N `���G� 5�� '"��C����� ��� �-�� %_,A� � gg g p' g Floor deck�ng: 3/4" A.P.A. Sturd-I-Floor, F�1t�S �f�sG��v .P�EA�ir�/� minimum of the foliowing compressive 24' o c., 23/32; Exposure 1, t + g edges . Tai°� 6����vE �r� G�� � � strengths at 28 days from piaeement: � Attach to framing with 8d nails�b" o.c. at � • • ' -- r' ' • Footings, .. ,. . ,. . ..,.. 3,500 P S I pr�nel edges and 12" o.c, at intermediate t� � � , • Foundation Wails. , ,. .. .. .,. 3,500 P S I, supports. Ins#ali with long dimension � ' � � � , N � ' • interior Fiatwork... . , ..... . 3,500 P,S i perpendicular to supports and continuous ' - ' � �' �� � � • Exterior Fiatwork . , ...... ... 4,000 P S.I over two or more spans Stagger end � ,� • / � o 3,2 Separate all slab to foundation �,vail joints. Glue to framing according to APA -�-8--� �� _ _ intersections and ail siab penetrations in Specifications. w - � �" - _ / � `"� accordance with the so�ls report. • Exterior wall sheathing: 5/8" oriented � � -r�vr, 9.�=!�� � � � � � ` Q -.vi_;�L � ��1��� . ;/ � LL strand board. Attach to framing w/8d � 6'!` �J � -�,��- !�f!� L � � ` � � 4. Reinforcing Steei ` na�is � 6" ac. at panel edges and 12° o.c, ¢i+ ����6 __���,�,��� ��i' �� ,.,,�_;�PU ,�� , - o � o = � 4 1 Des�gn, deta�ling fabnc�t�on and placement • at intermediate supports. w� - - _ "s.v _ �_ ' _J _ _�'"� ` V �---` ^- � p � � 0 2 shail be in accordance wrth ACI codes and Roof sheathtng 3/4" A.P.A rated f �.,. k -- L" � � _ _ , h�,�,.�4 _ __.. �� �___._ T,� --�--- � � oNO � o � _ marluals(AC1318-83,315-74). sheathing 24" o.c., 48/24; exposure 1. c ~ e ,� � 42 Re�nforcement shall be new b�lJet steel Attach to framing w/ 8d nails � 6" o c. at C �rr � �"� ' /- �➢ �� � c�? � W � A S T.M. A615, grade 60 panel edges and 12" o.c. at intermediate � ; � �% ��� `! �� Td���� ���� ��4•1 �� '��� �+ � ,•,;- ' �i + _, � o N o a � � �'C' � 'TO L, -g5-; 'r ../. � -.:, i , tj,.r �- P 9;4 �,2 .�`� � O O c'� � . - 4 3 R e i n f o r c e m e n t m a l l w a l i s s h a l i b e c o n t i n u o u s s u � Q; � �.: - �,�G�,���,o� ���j� � ,f✓ 9 �� � , 0 W. 9�i„.,-, -�' � U �'`� F- � p p o rt s. I n s t a i i wi t h long dimension - ,.�A, ��w,,n�r_ '� -� �- a � a r o u n d c o m e r s o r c o m e r b a r s p r o v i d e d. p e r p e n d i c u l a r t o s u p p o rt s a n d c o n tinuous -�� �,� , �4y� ���,,,�yyy�� c�,�� � � � _ ��`,�� / i _ / y�` � � � W � o 0 44 L a p a l l s p i i c e s 3 6 b a r d i a m e t e r s o v e r t w o o r m o r e s p a n s. S t a g g e r e n d � Q � � Q h 4 5 P r o v i d e a m�n i m u m o f 2-#4 b o r s a ro u n d a l l J o i n t s. F o l i o w A.P A s p eci flca tions. , ,, ,_.. ' � rv' � f �. �+�' ' �' < �. � � � � F„� � Z Q , op�nings, e x ten d 2'-0" beyon d openings 6 7 Provide sohd blocking under full area of ail /-� S T�F t=�'�"�` s/�`= - ,, ° ��r' ��"� ' �- G�����^c ��,,:�ii yy� �\ t� _ ' r�1 '.� f, / ,o Q = U :� ; � 46 Proyide concrete protection for posts made up of 2•2 x 4 and larger .�'l � ,�' fr� ���;^� � � - , / � Z U z o = � rem��orc�ment as foliows. �� ,� � � - - - . _ �;' t �� .,�- �D � '�+0 4 (,� W > j - Concrete against earth ..... ... . . . ..... .. 3" �/ �� � � A T 4 ' �` � �+� / - W (� a � _ � Concrete piaced in forms but exposed to � • � �;.��t,,�,;,; - ,o�-��-���J" � ,� _ ��-�' 2�-� t� f� �"��� '' � � � � � o � � � > � z � �;r � ground or weather(#5's or smaller) . .1-1/2" � ° i / j Tp,,,�--,�,.��,D1� ti� �,,f ' ,�. �� � � � Q Q 4 7 Tack weld�ng or weid�ng of rebar shall not be \ o ' '� . , .� , „��� m' w W � o �� � � .- �O;{��_O _ �s,�� g� //i� / � m N � _ `�, , ' permitted. � � - - �/ ; / v� -- ,,�_ �r � �, o .� �r�, , �9�f- • _ � r� Z 4 8 Welded w�re fabnc to be 6 x 6 WI 4 x WI 4. �' ��' � ,2 ` � �� � „ f� � � � � o � g -±�//� /��/� �/ � c � r �/��Q � Gj � � �:D Pi40iB'�a �T,O,v/ 9�-�/� /� \1 � � N � W a o �--f�z���l��= �.17�EL��fV�' Y��C".L/•,J��. � J ��' � � a f � �a - / �� � � X O � a m � 5. �Steel _ -.a..z�'l�"�t/�7D �VG,�r-��MirJ� �L.�,/�J) /' L � 0 x q+ i �� I � Z Z a ' � J ` ,r /s�//Y /J �,// - �1 �1 1� / !� � i � L / �� i/ i/i N f O � � � w 5 1 All structural steei shall conform to ASTM - �-���Y� � ��-� �� .� r�� � � �'9� '�� �-•��� "" - �'7 i � W m ���- �w'',:��';=r:.. � � �' , �l. - � � > > s ` serial designation A-36, =--,__ � � p .� , , �-� _ , ; � <c W � 5.2 Cold-Formed Steel Tubin � � � r - 5r�'PFT� � �,�r � , , , „�„ , � W < a g• d�t.t3-��1 , �� C� G ��' �0.1G 89-' r �-3%a- 3 I h ) "� '-,� i 1/ � j F- Z m Q W �° ANSI/ASTM A500.Grade B � - , �1 . -�,� , - �-�I°-f''-� / �` 0 � P � � �r 7'J��g-� -� m ' ��' ,C/� W � � m 5 3 Steel P�pe: ANSI/ASTM A53 Type E ���_ --^� � / _,0��/�5 �3-�y'� f �r'� �'T' �� ��� 89�a���' T�'�y ����� - N � � � � � � ° �`` or S Grade B ��'�--��/�!�` , , _ �_ m �,�,t��. T0,w r�-'B��'' � � (p W � = z Q ' 5,4 Unfmished Bolts and Nuts, � � --- , � -` r � , � J Q � � _ ` ANSf/ASTM A307,Grade A � � p, - d / � L , _ / j � U Q w Q W ' 5 5 Electrodes for Weld�ng: Comply w/AWS � � -�T, fi � - Codes(E-70 electrodes) ����,,�� �,q,�� �� .�� ���//�" r�� / / � �� Q � � � � �y^`� �� G � _ 4 . '' ' ,_ ' , �_ / -- 0 00 < .� 5 6 Shop Paint: Strcti Steel Pnmer SSPC-Paint 13 �"N _ 'T �'" '' `v �' 0 ��T � � J 5 7 Grout Non-shrink Non Metall�c �/*'"/� =t��'�i��; �i'�7" `� �� � :�' ' , � � 1 � _ � �' �% � � T,OL. ��.��� 'd �� 7_°A�_ � � � _ � , � �' �`� � yvr��� _- ;- ro �i. �-'�:j�'" �+ 92=0�' � �'� �, � - � ` U �' p 7%Cl,W, ����,t \ , � � � ' i �� � , � � �E,, M• �__ . ---- - - -- � " , � �� ' �,�„ �Q � � �' � •�1I _ '�� :� �-�-, , � ', ,�1� � � ' �� c --_� , P�Gf' a�'_ � n � � � (n � .. . - _.�� �l GO�U�I�1� G� � =� I�D�f� i � `' - �° - � � ,,. , ' 'f / � z / .� �/Y1 l/ �2 i(J,! b� �.. TO L�6 /�.> O G �;lf��.=� � 1 i �. , _ ABBREVIATIONS SYMBOLS �- ���,�_ �,rl� �L R� ', � �'�4�`�`j� ������f`� s�v��,'��,,t�r`1�;�'= . ' 'a � _y , „ ��� - 0 N • & And / ,!, �'V � � � W ` - � - �,� � � � i� ---� ��1� I' b f f v•:�' f<j� ^/L Sf�_:� i �fliy��i�'�` /)� �2/��/ `�` �� � ' L Angle LAV Lavatory 101 Room Number � O � � �. �-- � � k - � - G - � .��`� � ,�� lA✓ � � � - `^ Q "- T.D,c� ��r �� -�-�. 1�-_��.,� ' � At MATL MuLenal - �� � ' �.�, ' � . t '\ � i „ t/A-4 , ;a�� �t � Center Une MAX Maximum 1 K@ nOt2 � � ��'�' ` � ' `' -�� �a`� TC,F Q:�0�� � ���y��i ' � � � �; �� � � , # Pound or Number MECH Mechanical � v � It � � �- �r �L ��� ' 9H'-//%r � ', ' 3 �- �.}.ti ;� � ' A B Anchor Bolt M D F Medium Density � � � l�, ,� V � ST=�' � �L- , i � ! �, ��� i�; � A D Area Drain Fiberboard Q Revision �/ . I �g lO � , __ '�!` ___ _ � , W � �,.. � ;� � " � ADD Addrtion(ai) MTL Metal /V�T� � �. �� __ _ - -7,'p�Z�O� y t� � E-- �.. Z' ,-� � �. ADJ Ad�ustable MFR Manufacturer � --- � A F F Above Firnshed Floor MIN Minimum Q Opening Mark �Q�-j--�G pv�rNG�. �qv /�✓�/��;�;�`% ��f �R�G� - _ � � ° � '� ' � ;� a �j �.' ^ ��' N ' ALT Alternate M O Masonry Opening _ � T��9�-O ;�� '-�� __ih_�O�� r'�—- - i%�` '''� / � �; �* �� � �" Center Lme ��GS 1� �O SD�/o �3Cf�/2/�t1Gf�SPE�'�S���S � � ALUM Aluminum N North i i, � � �� ���� �5, , � ` ARCH Archrtect(uraq N A Not Apphcabie Pro pe rt y tine R��i� f'�?'�N�S ��t Y �c s i��4T L CSSG=� � �� �L� `� /� : - (t t � '� , APPROX Approximate N I C Not in Contract ' ,�r�Wf ' -= �'�,"s��=":`�"=- 7;1� /°f� �% ;� � �� '�� � BD Board rvo o�# Number r,� Break Line 'OEf�-'S WNE�2� .5r�.�J �E��/N� �Y�ST.�..�T I ' i N�• �^���=�, �-��i�=� �. q�=p�� �_ 1 �} �� �' � BLDG Bwlding` N T S No t to Sca le ' I � � �� � ,-- � ,, � � f rr , f�t��� /'✓.tr�.�� , X p / �, ; � �s � aor sottom o c On Center -- - - - - L�ne AbOVe, Beyond �N /�D :.1�� G�SS i�l,�N �-O �,�1 �'7c/S7�- _ � ,G� �"D. P�.G- . _ ,_ , ` o B O Bottom of O H Overhead ` � �1 2 =O�� � `� 2 'z '�`' �S y ,� CAB Cabinet OPP Opposite �+�' � � � . ��jy, � �7',� � �'✓6 !�DE ,QT.�XT�f�,dr� t�v�:�S�ND NOG��f � � �i , �^. ; i� �`� � S ot Elevation �� ( � ✓��• .� ,,,y CER Ceramic P-LAM Plastic Laminate . .�� p �TH•9i�/ ���� ��LO�4� '� � SUg�L�i� /�'T � � � .� ��L�1.��/`✓ ��'L{✓C -� ., ` � i �,,� , � �' �� � � i � C NC Concrete Masonry Unit p�WD P�la ood � .�� !D . '- /� \1 r i�� ` a � �, � 1 �I � �, � z ��` � � ' � ¢ �-- New Finish Spot Elevation � '"�J" � p,�+D� �iND Cc�r/N�5 , � '�' G � $ oN�, bt�7_ ���//'�x/.� W N✓� a/� 2 �v i ' � , ,� ..�'�c�r'x/c ' �� Td/�✓,�'/��a , ` i O � � � C O N S T R C o n s fi r u c t i o n PT Paint -� - c� J - � �/"✓�'/'"�'.'► ..-.`�",.�''✓ .!�/r`r�`i/J,%4�'�.�fl=�Glr.�/I�� ���� � � � � .Q�=�2�tJ 1� CONT Continuous(I r RAD Radius �� '~ ' �"• ' � '^ � _ , + ' �� , �� ; � �pGEO�= � SLs�� � � �- �o��3-�tr� �, :�✓r'�� � � � I �'� ��� ��, y ioi o � ?l�,"�,. �,t�'"'p,,� ,,���.,,'�5_ -- /��i �, lG�_p���- . i �'7 ��..,��'' l��I/,�✓�� •�, Q ! N �1 ��� ��F ((1 � CPT Carpet ' " R C Roof Dra�n -�--- Elevation Height, Bldg Sect ,Wall Sect , Elev � �=b'� � � ,� `� �D DN Down R O Rough Opening , I �� � � ' i ��.�-r^%° �A r� �'��=� ^: i' �,� �� �S +` E East RE q�t2E-�'Reference - � "�� �„r'� r Td� `� W '` \� �C � � J A �` , ' .� .s-r`�=, �T, Fr��.,..;� �� �; , � �pr�.5� >.:" � ` ; , � Ca ,�,; oii �;a EA Each RE9 Reqwred A� Detail /�`� � , + ��/`'! 3/,t x-'� �`� ; � .-,• . �57�;" W1�� � Q ��"' �� ` v�j E I F S Extenor Insulation RESIL Resilient � 1 ' #�D���2_��i ���r ��_� ' t�I ,/'%'-(��;,,' ;f � , "� � } `c t� �� '� a and Finish System S South �/1��� l o � I� , - � � <, �. EL Elevahon S F S uare Foot CT� Wood Stud Partition o,r Concrete Section � N=t'��'�'���1� � i/ r a l� , ,��, �i,� ' � I .� ti\� V p i ELEC E�ectncal S G Semi Gloss ��Y/" ���� j � � f 7'pe y=� - Q / � �G�'��'r .--. m��, �L-f- / �-�' n� � ,l ''�e� �, � �l EQ Equal,Eqwvalent SHT Sheet � Concrete Masonry Sect�on � � _(�`� + � / L�y��Q��f2� � � � ' ' N !� j �� �� I -� ���` �� t � �..��r� � `�� f y, • 7!p�% � l`� ��� �_ ,J, � � EXT Extenor SIM Similar � Masonry Section � � _ � � '� � v F[�N Foundation STD Standard _ F R Floor� S G T Slab on Grade � SfOn� � ��'' � �)l �T�' � !6 ' w � j�� � � � 'd � � I I �_— — (�. .-�) f� \n �1� �,�a � �1 F P Fueplace TEMP Tempered �� i � � T�s ��9 i� ,2� -` � � \ � � ' , Ff Foot,Feet T &B Top and Bottom F�� Porous Fill i � / /T�� �,n�O„ � �TfJ , _92_J ,n � ` N ; W � � GA Gauge T &G Tongue and Groove Earth � � � , � � ' GALV Galvan2ed T O P Top of Parapet �� ���,/✓ �J,N! ��� ,f'��� , ; � ' �y ' � �' ` ~ �. � � �1 i , l � � � GEN Generai T O W Top of Wall � Metal(targe scale> , � � � � ,�� N� l7"`?r 9��-O��'� � N � �U1 � 1 p �N, ^' --' � , G M M U Glass Mesh Morfar Unit TYP TypicalQy) ` � � Z � � '� � ; .,� Qr ' ` GYP Gypsum ''^- VERT Verticai `~'" q - � / ,� n,f'�' 'r%�-yy� , �;cj�f �- , � �� �, � . �i n /-/i , � , � �� � ,-� I � _ � HDR Header W West (� Rough Wood '� � � r � � , HDWR Hardware W/ Wrfh � Blockmg i °� � ` ; , � Z'D,l�if ��-��� , , CSL.f�:`�f�-.�t'y'��"f=,, " �-�- , `��-//r�,., r � r ri 1 ; �`. •, � -- . _ . ,/� T,O,�:A,' D —�.� ;� ,� ` ; � � HGT Hei ht WC WaterCloset d '' Z -�//' �i N .� \1 r HORIZ Honzontal WD Wood � Finish Wood z / / �� �,,-�' 4 , INSUL Insulation W/O Without � ' h� � JST Joist W f, Water Resistant - - PIyWOOd p � Q �v ��y ���� � 2 /� ��, � � } ; � . / LAM Laminate W W F'� Welded Wire Fabric Glass � 7°Ui��� �1�D77l���,(T,.��'_� / `�x- , { �D6_" -~" � �, ~ � , � �' � - TD,�v y�-'9%:�/ °Tp/°D�L-.:�a:�T�J.G,�= , / , _ � � � � Batt insulation � � TJF o�= wf,;�L��lJ-.✓✓� - — -- - — --- - - -- -- -- - ----� �/ � � �% %�� �' � `� , � �� Rigid Insulation - -- /�i „ _._�._ _�_,___ _ -� -:- � � �, _ U � � /u � � .� �\ ,, i � E I.F S , � f . 2�_O,! �O! �/'f``, fi - ,/r ` �4;, ------ - -- ---- --- - ; _-,r -- --- - •------- - - J�, � , � z ,`� U � _ , � GMMU �,/�p - f � , /1,� `" ' � 'r ' � _i, � Z ,� , Ceramic Tile Section (large scale> �'r//�(� -� `� --_ _ -/ -, � � a � ' , � � ;p � Gypsum Board(large scale) ��IV � � �l!n ° , �.l � _ , , , - ___—"—_'._' _____—_ _________ `__"__�_____ _ ' _ "'____ ______' __'_ _' _ _ ' _ _ __�.__ '_ __ 1 s ` i ^ � ______ _� — � M� �� � f _' ,� , ` � �V� //fjy�f � � w - ` ���v- � � � � , � ,�',/�.. /�,1�-'/�T������� f'L r'� i l . , . , � � _ � - � �. � ���� � � � � � � , �, . , . . • , ` ' , �"�3 �� � ' � "� ` '� ����`�`� ��I I � � ` � . ��` ; �_---._,_! � f � � � ' � ` - T � , � `f - I - - - - - - -- - ----- --f - - - -- - � - � - - -- - .,. ��----��.- �_.__.r,r_..�----. 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'.-m >��.,e... a.r-.- _-s- �� _ - . �.s�_ - . _ - �,.�...w..wf. ,. +m- �__.-. �....�.... -.�--�—o.. ...+-._�_�i__` _ _ ' _ ��.�.. __ _ �i`__ _�_ <�.�_�. _—. � �_ t I 1 _� _ ��a. 1� � .� .._F__\_ aw�..m*-r-.�'m �.-ti. �r ' t _ „ � 1'". _ �A^�f � ' SF 0 ��� � � 1 � i � � � � . PLUMBING FIXTURE SCHEDULE PLUMBING�OTES AND SPECIFICATIONS -. � . Mark Fixture Fittings,Trim + ACCessories 1 Informction contained herein is limited to location � of fixtu�es , _ SH-1 Master Bath Shower f y 2 Fixture and tnm selection shall be by the Owner - WC-1 Powder and Master Bath Review all f�tt�ngs, fixtures, tnm and accessones Water Closet along vitn routing of all piping with the Owner pnor to comnencement of work �- S-1 Kitchen Sink 3 Rout�nc, of all drain, waste, vent and supply pip�ng ' L-1 BR 2,3 +4 +Powder Bath shall be concealed within f�n�shed walls, floors and Lavatones ceil�ng� As practicable, do not run any piping in � unheai�d spaces or locat�ons sub�ect to freez�ng. " L-2 Master Both Lavatones 4 All watar supply I�nes shall be sloped for continuous \ T-1 BR 2,3 +4 Bath positive dra�nage to valves located ad�acent to , ' Tubs the waer heater in the garage Avoid water I�nes running lower than this elevation and as T-2 Master Bath approKnate, allow for gravity drainage at the fixture ' Tub and/orhose bib location when drainage to this low , point isnot possible ' � , � PLUMBING FIXTURE SCHEDULE ROOF DRANAGE NOTES AND SPECIFICATIONS 1 � - � `n _ � � . Mark Fixture Fittings, Trim + Accessories 1 Roof da�nage layout as shown on these drawmgs ,� �` � \� �. � , � � as schemat�c and should be venfied dunng %� � =- ' f - �O �` � � O �° , o � SH-1 Master Bath Shower constr�cfion Review final layout with the Owner ��� ���'- =- ��-- ,- _- �\ �i � / �i � X � � pnor tocommencement of work _ � , � , � WC-1 Powder and Master Bath � � � �, Water Closet 2 Roof aamage layout, capacrt�es and resultant � 'a' �� S-1 Kitchen Smk sizes shall be the responsibil�ty of the plumbing � trade :ontractor Design shall comply w�th all i „ fa G� �,� _�� F � � � � � o �� � appl�ca b le co des, regu la tions an d t he ', �� �� � f` } � � oo cv o L-1 BR 2,3 +4 + Powder Bath recomnendations of the Sheet Metal and Air � �L./09�3��a!' � � � a � L a v a t o n e s r Con di t�rnng Con trac tors Na tiona l Associa tion Inc _ _ -- � � W �, N U O � M m � L-2 Master Bath Lavatones 3 Rev�ew and consult w�th the �wner's Soils Eng�neer, -- - - -------- � --- ---- - ' - -- ----- � � � U � � � , .._ � � T-1 BR 2,3 +4 BatYr as necessary, CTL/Thompson, Inc , 234 Center _ _ _ _ � � M � � o c°� -� r � � < w Dr�,ve,Clenwood Sprmgs,CO 81601,(303)945-2809 - Tubs . , V` �.-/ O � � i l� ` f1 �I � O � � > � ~ o � � T-2 Master Bath _ i i � , // - � O O � w 5 � Tub , - / �� / � � � / ` i �. w� - W �' a C o � �� �� - �- / C!) -� � z �' , � \ � \ �� ��" O % \\� O � � /-__ - /__- > � � 'Q � o DOORS Af�D WINDOWS NOTES AND SPECIFICATIONS � - 4 � � h'�6�' Of'`c✓i//l�I6� TO`p Jr .- � �� � 2 4 WOOD DCORS � �'��� � � W �- W � � i � ' � � � m c�i � _ _ - p,�',�-�✓✓P �=L�Yih � � � � � �j,�:,�.�,-��-,'.f i'j��G G��? _ � r�. � � a � 1 Packa�ed wood door assemblies for extenor � i o . ��✓4 f� �jD�o 0 G�AG'' G���O _ ���� W X lo=B%2�ft ----_ i ___ _�.�_. _ �r�..�....,�. . � � .� ___ �_ -� - . '� � Cf3 N �.I < o �1 3 doors to be Semco b'-8", clad her�tage blue �i �' -'-1- �� , �c,�' I � x o � � � �-�A. �/ r GG 3�8-2 _-.��_-__ 5=��WX ¢�;�"ff � SmartF high-performance argon-filled insulating '�� �r5 ��,�� �` �/ ` ,� f '�' �'��" � Z ` W 4 = o � � � glass �.fZ, Sri��FLG�,�' ° � � �- .� a� '_ � LLJ 0� ] a � , ! �T��� � �,k � � �� 2 Intenordoors to be flush sol�d core hardboard face '� r r-- — W � Q � , 1!� � !� G�F vC�G�' 2-G�� LY X ��f/2 tf with pcinted finish. -�L j7�/�r f .� � - - - -- � F- -�- Z � m � / , p , /' �� 1PESho eo dR or to be clear lam�nated safety or - �- - --- -- - -- - _ �...._�.__. _,.r �,_ _� _ _ , _ __ - � � � >- � Z ��f�- GG /�3t'a-/ HfNG... �V !�/«r`T /'�/ W x ��/¢ ff -. w � r .- �1��J��A�T�i�Z7,�J/LZ ___ tempeed glass in pol�shed aluminum frame , � - W � � � �j W � = o .� �� - ��C �6� - �%�����y�-� �%�P-�r.- 2 OverhEad garage doors to be 7° 18°and 9° smooth - �j`��::,;�, ~ ' ` � J Q � � q � � , , � f�nish �nood w�th insulating ngid foam core (Raynor ;�� , .---^�;"-� � W Z Q = �" ��A , � �!G' 3�24/� W�Mt/�-�-/U� �olrC,�2 (e-U12�vt/ X �-D/2 f� Regency or equivalent) 1/2 h p electric operator * .� °, .A` �1 �,_ T • U Q W � � � L�/�/NG_ /�'O�M � _ with tw�control units, - � „ �.,.� ,._.�.r-� ' , ` :1 '� �`'�, �'- �� �', ' - �' - Q � --� � a . �. �tc�r��-i2 mrruu��,U c,�ow�r�z _ �=o�"U/ X 4'-o%z k WOOD WI�IDOWS __ �� �� , , , = ,'r -=,7�� . .f , o < a Q- .� � � 1 Awnmg-type, casement-type and fixed-glass , ..�-�" � .- �������Q� :.-+__i w�ndovs to be �em�o SmarfR high-performance °�"" U ' , , � � � � � � argon-illed insulating glass ��� � - = A�G ���-!? _ _ ¢-+��' W X �'t-9� ff HARDWA(E • � � � r..-.' � _ � _ �5���, _ _ �������,vx ��9/�H 1, W�th t�e exception of the Se:a�nc�� doors, all � �-- �� '� harciware to be selected by Owner � O y ��,4 .�-� - GG�' �'�f cUST"OA/l �f�oi�"yY }C 2�0%2�� H 2 Butts tc be Stanley or Lawrence, radius corners, 1- °1�' U � -�f]- �- G� f..G+� l,a�`� G�'J57�1V1 , g�//i�"!N X 2�0,�" � 1/2 pr �er 6'-8" doors � � f 3 Passa� and pr�vacy sets to be Schlage 'A' senes, - W � L��J���� .1_Q��— Orbit. »� � ���_�-- .�e 28�-i/ _ �,5%�� w x �=9%�° t� ��er�e��e�,��� ����wr, , , __,-- � # ar�ge-�+�--Pde--6��A-- W � , ���----, 5 Exter�o door hardware to be as suppl�ed on � 2'�A , O AG 3220// _ _ 2�_Q/�¢��Yli X /=0��� H S�mcodoor units at entry, patio and decks � Q m � ,» � 6 All extEnor doors/doors to garages to have Pem�ko _ 5i`<}=-,��f'T � a . 13�����/_��� ___ _.___ _ s�lls anc white Q-lon weatherstnpp�ng � � ,� �!Q: -G�/� 2�� - - Y���Z I/w X lo�e�L��h� , .� - � FINISHfS NOTES AND SPECIFICATIJNS � , -1---_ _ --��9D�$=!2 -wl/tdG�G,�/ON COtf� - lo'-�°W >C 4����/f `.. � , ' GYPSUM V�ALLBOARD � � � ,_ � .� ������!�l�_�_�� � 1 All wal6 and ce�l�ngs shall be 1/2" 9Yp board� i � � , fmishec with sfi ht texture N � � � � �/�A . �C __ GG 2�4�-2 � �t�D���yV X ��O�i�f1 2 1 hour 1re rated walls to be sheathed with 5/8"type Z � � �' O � -�.- --- - .__GG ?�4�--2 ,�f_XF�G 4=o/2"W X �4=0i��/�( 'X' 9Yp�um board � � � u i , // TILE � ~f - 7-���__- -..�fG/`�_4�/23�v-Gl�S�T'p�l 7�f:��i.�-�G�1X�D �¢-O�Z W x /-D!2 H�`��O%2,"H 1 Ceram�t�le shall be insfalled as defined �n the � N { �� - drawmgs Shower walls to be fmished wrth ceram�c i� �� f- �G , i ��\ _ � , j����������?� � __' i � _r�'/`�N�...N, k W�NI10.3�5 � _ , , ,� � /�� t�le A�Itile to be installed over glass mesh mortar � �,...� ,�,,y7�. �-J�/�/�� TC� /�- ��19�__ GG 249�-2 �-di�l v✓ X ��2 N unit Refer to drawmgs for locat�ons, areas and � � ,. , � � � , , , , , N - � , �tft�� Za°y�✓ x 4��,� ��N�p� � i E l� '� ��A •" L GG �-2�lX�l? �-p�'l` rti X 4-Ca/� �L-- quant�tes, � � G' , ,�� � ��� � � � � Q - ��.�L �v;-rf�ows �o �,.:_,.. ; �, �. � �n - � �` �� �f���-f _#2 _ SPECIALTIE; NOTES AND SPECIFICATIONS /�9 T�' � ��'-'" � � ` � � . n i � ir 7-O!' OF _ � ' � ' I i ' �r� s p - - _ _G� 2l{*�8_ ___ _ _ ' _ _____ 2-D� !N X �f�4�2 /'f FIREPLACE; AND STOVES _ �;�, � .:1, L ! , � � �� - _ -G� 2�� ��,�'� _ 2�02� UI,� X ��D�2AH 1 L R Un�• Gas-fired as selected by Owner ��� �G' �� ��� �/�/�y� L � � GENERAL �OTES �" ���'��� � � � ��r✓p G � �` k � � � `liEi2�ri��t�. �ov�H c���t_�.,N���.I�1�NR��vS _ __ r-—�—--——-----� 1-— ———--� ' � \ ,' 7�����r����v���N/�� �,������ 1 DO NO�SCALE DRAWINGS I ` I i ----- - Q � � � � , 2 Coordnate w�th and accommodate owner's � ;� � ! ����E�i.�E No�,� a�n�reAw_�,rv�s , indepe�dent subcontroctors and vendors as ���� /�✓ �/�L�G'° � ��� ��� ;i� � �� � � i i �p ' �� , � i definec in the contract documents - � �.f \ r� ti ! / / --- - ��� � ,.I i� �;� � I � � � � - / r I �� �!�_h'N/SN �Irv1NDc�t�YS 1�v1T,ff P/_�'_7"H_iNGES_7U , � tY ` v � /� � �� � � �iV � � � I nl i� ' � � �av�D� __ wiA� x 3¢.�2 �vi�N ���'�i�rr�Er� � , y� �yi �' � � GGEA�2 D�°EN/N� W/TN �B�L �O/� �'F/��"�.,5 � � � I�I � - � � � �r�_GG�V�Of�AN� WrrN U�tli,�p��t ,�Urt D1N� ��� �� � ' ��IV i\ , q ` J,i � � ,,- GQyD� I99/ /��J��.,M�7V'r"5 �G�`c �/p�55, _ _ � I���/ il��l � I ` � � '' _�'��?F- � � ' ft-�G GC,�Z/Nf-SfIALL 6,.� /It/ GpN�O/�Nts�it/G� _ , _ _ t7 � �� � I i — ---� ��7"'�'G,_�'1,��C-~"ry-.1?..� i` U , 1�tTH_U�BG /�i C-DrTioN_��¢�/R�M�tTs. � . - j \ � � - -- -�---- - - ` .. � -���)C��2��tN/.D� - , - ; _ ' ' =f/P�'G�'� Gu'f��! ` . � _L=��•GAf �R�V -- � -�-�' `��--- i j - -�"O. 2 x/O�f�A���=..^. _ ' / , _ /j/ ��-�r�i!>� M�77a L ' , � , , _ {� � � _ ' ���f�.'S ' ;� / � ���� . i� � � � �,���:�p�/,9„ I , \ i Q� �� � I � O �� f.t�X- .�'� _ � � �1�1°�"7`"Tr�Gff __- , , N I �,� / Z��i7�'T"`f�1�-1"l�l�=- _ -�t°or� �7� � � 7 �ii���p�! --- � `� � i~ - - - - �1�1t/IT� ; �'�"� .�"�/ � I M ► � .� - ,l � A ' O �-'�2 -� i ' � . — — — _ — t�;Yr�'��2�t��) � � — — — -1=— �/}y=�!'___-,/- } •, � -GUT �1�'�A�! 2X,;� y,•r� .�1 -� y�p�s? ��;�.�� � � � ' —,�fl�_`� �! / i .� � � � � GK � ,r�' ,��'��� `i� ��'�,�N - �\ - � ���.� ��, �,���..•� . �, , � � �1��r�'��� ��, -��9=9 f�� o , � ����-�-€-- x .. 1 � ¢ , � �1�� _� � Q o o Y � � �ER_NOE�itt qL O / � � � � LL � �Z�D�/NG � t I i � � � �� � CL co N o � • �\ ' =���i�?G�N1 \ i I i � � I , � M � W � �� �� -•Z•'�1�1t1�, �4 - t ' �� I � .�l-'/� ��I���r'� � � =p1lfiLT_ �v�� `,`, I��� _ 0 O � � °,�y, . ��.�,-� --�°�r'�' �X 4' I � (7//t/,7��"j-�f -�� �_�f�-✓'� \ � // \� �/ \\ ��1z� #/'� �#��----- U `� �° tr'-- a x � � qie-- � I I i � / J •- U � o � �� �-� - �i����' ��v-i-���� � — — - ' �7"5 -�2��g � � - --- -- - � �#� :�'y��-� G �, fi - � _ � ¢ � � � a � �- , ��.��-1r- _ Q �_ , i, � � � , ,� � °° �° � � $ - � �.,/o�-O < . � � � n � �..._ � � z � � z w � r r C �,';�, J�, aU�'/'"`t-C�'/�' � � J � a � � � . / L.► / �! ` ,(� �J t, fi' I �' _ ' �i L7�.(O/� � ' ya� �r // �/��.`Y.•--`�` � Q � � O � � `1►' �V � Ci -'1�__ \ t { 5 � Q W �/W C -7�GJ1 �� _ _ 4 ,,,�;�Y A-�°' � � N � � Z � � � � — -- —— — � ��`.'� `=�- :=L� i/�4�'"/��^�l � _ _. _ ___ �_ . _ , ` �� � ? c�n ° � z � , . � ` _ �__�__ r , - '��'� �'� N °"j Llj 4 c - J � _° _"_ ��,�,.. 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F .d � " f / � i fG� �'�.-��'�� ,. -�ji-,J 1�;:�C'�y,�''�,►�;r—C� � ' � , r i c"� � ,( � i -, , \ � y' [ . .' � ; I � � � �� ` " I � I I I � I II I I I I I I 1 � I I I � ��, i�:- � � , Tpp��, � � a , �� ; � � ` � i � � �� �; ! � � - , � i I �' � , ; „ � i / i � �� � , � , I � t / '� �� � ' �� � � � � � � � � �' � ,j ` i ; ; ! �� � T- � o _� /�2��vl`' _ � jl �, i ' '� � �I ; � , -?DP D�GU =- A t � I �� � �L����N � � � � j � � � � \ ( , ;�i�OF/°.�f�"!".�T �G_!28�8�rr / �, �, � ' �/ I r � cv • ��a'?"M Gl-f..�e`.�:/'r' �: /�-5 � f � � -� � � O � ��'� �����= ,�� �- 1 � I I I I I � T 1 I I � I I I I I ��.��"�T ; � � r � x , , �f,�,� �, ���- r � J � , � c� /o��-ii5/8�� , ----------- ----- � f� /�7��U - �_//�'�3'�''� _ �,.7-O�f�,�r��,, __ -,_____-�----_ 4 'y v :r' rv+.�. y ^ ` ya_ . * �a . ` . , Y \ \ ^� �.w �_ I � , � � � ___� . ' � � � , � ' � � . _ ; � Electrical Notes and �pecifications ELECTRiCA! FIXTJRE SCHEDULE � ; , , . r : , � Mark yp � t. ' Fi�ure T e � - � . Center fixtures and � _ ' ` davices on woits, doors, openings, ceiiings, eic. ` �B , Surfoce Mourted I.ensed , � � wnere not otherwise indicated. � � 2 )n�tal! receptacles at 12' AFF ond switches at 48' � OC Recessed Downlight � � �; � rsbove sub-floor except as indicated an the � , ~ - drawings Cfo top of rough-in box)Atl davices are to C�- Recessecf dovnNght� , be insta�ed verticaity unless �oteci otherwise. ' Insulated Ceiing r • a Where fixtures or deuices confltCi wlth #raming; T � not,ty Generot Controctor of required odjustment t� ° , � `r�tc✓� r�c�riN� _ _ ' , framing. No fxture or dQvlCe sholl deviate ftom , � �, � ' - locotion lndscrated without express approvai from . E•] Exterior Site Llghf �� the ArChiteCt. , ' � '' ' d. Wirmg sha�l be enClosed within finish walls and k F� Bathroom Ext�ust Fan w� ceilings except in unf,nished basements ond . s mechanica! equipment roams. �G Under�Cc,binEtStrip Light � 5� Electr�cc! info�mot�on presented (n ihese drov��=ngs ' ' is for the purpose of locoting ond identifyin�fx;ures - � " and devices onfy. Rouring, c�rcuitry, code � w � ' J•Box for hardn�ire connec�ioh . _ c o m p l�o n c e a n d C o o r d�n o ti o n w i t h o t h e r t ro d e s ,,%1 �,�G��S�p D�,..�/iStG�6H7=AM�ff° shail be the respons�bitity of the eteciricai trade " iCJ �.��-T-jONf.?��/NSULJ�T�D G�L�6 contracior. 6. Verify reqvirements for fixtures rated for direct � � M� rlytonopoint BCSe+Spot r contact with insvication and provide Suc� fixture - � T frome-in krts os required. N� ReCessed Dovniight . � ° 7. Verify reGufrements for and as required•provide •, 5 ° oQ�rt�tt'Lo�CA''foN . � � "�' GFCI receptacles. � �Na���conce C° 8. Sw�tche5 and recepfacle5 and device cover " � „ � �° � ' W `':' • � _ �t� �.rrr�v� � o , plotes to be Leviton Decoro White, Commercioi , - - Q Specif�cat�on Grade � t ~ ' � F � �� `� 9 Switches to b� Catato9 No. 5b01•W. 5602-W, 5�3- ; —� __ __ _ Q W, 5604-W or other 5600 ser(es sw�tches cas '' —— — — — — — — — — — — — —— --.- — — — — — — �— — — — — — — — — — — J � appropr=ate. � ea=rn�v � ��J ��� � Q ° ° _ 10. Recepbcles to be Ouptex,Cota�og No. 16252, 16352 I \ J �. � N W.1° � i a � p �' � LL or 6598-W for GFCi. 224�250v receptacies need not � \ �"`"� � I Q � �, ° '' _ motch Levdon Decoro Seriss. i � I � V � C4 �" ¢ N d� ; ' ll Dev�ce Cover Plotes to be Cotolog No. 8Ek�01-W. � \ i � � �? � o A 80409-W. 84411-W, 80412 (or 03her appropriote � � j � � O o � � number tor ganged swdch banks greater than \ , U � , i � 0 �' T m fOUT.� r i , � �' � r- a U � � ` 12 D�mmer (rheostoted) switches to De Levifon � � � �"� �, � ; � � � W � Z _^ — _ � � � �l � � � � z Oecara No 66C36-W and 6601-W. 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' � = `� _ _ _ � - - - - - - - - - - - - - - - - - - - - �- - \ _ _/ � � �� � / ,,,,.````\ J - _ _ ��` � � _ � � ___,. ���--Edge of Creek . ��'�' / / �P�'�� � � ' / / � � \\� 50' Setback From � ---� �—�~ ' "-i- a� Z �� / � � �� / / � ? � \ J��____� 121 O� / / � � S� / � ' � � v � \ _� _Center cf Gore Creek^ i = ----`"" _ ^ - - - - - _ _ - � \ y_ _ _ _ -�-�1~ E-9 I Q- . � � ,� � - - � c� -- � r' ` -- --1 r � r - � � � �_ 50' Setbcck From -� �� p? / LOT 4 / / ' �C,\�P ' • / / \ � / �� L � � � 1 � � , � t � '' r �c, Center of Gore Creek _� � � �� � (� � � � � � � PGR110�2 1 � *Q �`'�� �r_1 ' � � �g Approximate 100 Year � p . � � ' �o �" � / � LOT 3 � � � ' OF I � � FOUND �\ 25 �, Flood Plain ���� � �- " � � �, i � � �RT _ � � ° 30' W C \ N - � Per Recorded Plot '� '� 0 426 ACRE � � � � '� �� 0 347 ACR� > f ' � , �JlSTRiC� ; '. 1 ' � � � ;Q � MEADOJJ CREErC , � `� -'"""-��.. , _ � � 2675 4 � � : � � � ��� � � ' `1� � � � i EASEM�NT ;,.°y o COPJDO�a(NIUMS REBAR p. - __,-r_ , _ �.--- • � --�`_ � � ��'S oo, �a� C � \ 2675-3 � > ,�06 � SHARtv � f � 1 'JACATED � ; `� �� PHASE Ifl � D .�, �"�'--�. . -�"�� i O / � < � A�UMINUM CAP & O � -50/ o,y� oe. � � 5 , I � � � _..� 1 � ii! BCGK 629 I ( LS 16827 � ' -_� 1 �___._----"`--� 75 00' W C i ,� G�G`f� \ \ ' � �j� � �'��'�N��� � AT PAGE 605 � m -- `�---------"- __r- � � � / °s. `�, `'� -�.� � � �\ �l � � ,�0� - - J LOT 2 DRI���ES l �,�' � � I � R�CEPz�Or� �525665 `" _ _ � � .-�� �`� � � '� 0.282 ACRE � �� � � � � � o. � � \F � � � � z � i I � ° � � � � � 3 � � � � ti�� \ �� c" \l6� � � � �. � ! �675-2 � � � �m ' � E-20 �r2� � ' � � � 2 STORY ' � �� � � i .� i � , -� L�T 1 y \ � � i i � FRAME �'i. ��t�` '-� � i � (r� L _ I � la � - - --� � / � � ELEVAT10N OF �j � ,• .-• - -L _ _ � � - � 0.339 ACRE - -r � , � TOP OF _��� �� �� � ° , - - - t� , I r - sx�'ucHT � I "' -t ; s � - - - - ! i � � �/ � � = 7855 7 \� EIEVATION OF � s r � �,f- - -1 i � 1 � � � PARAPET - 78532' � � � SHARED �-- - _J � I � �- - -� i � � � �- �. CHIP BOARD �6 � PRIVATE ` ____ �-�2 I � �E?5-i i ' o I � . 2\ � � '�' � rn . ' \ 6.. \DRIVES �- --" C-4 — "-- _...yC_s � �''_ , o 0 �� LOT 5 � i N� CO i � / / RDGEn�78 0' \ � \� �9 ,� �+ C,.6 i r O G� �� M �- 0 593 ACRE - ° � � � ' / � � ,p PLYWOOD .�O (', n Q ��i � '� ���� � � z�_5 / � ' n � / � � � O. Ci�B � � � � `y � O � 6 _ / � � �,�06� / � ' � \ ,�. � 1�L9 0' �'y �1� Z � � � / � � �, � � r� �� �o� o. � m Oo i / / � � / � / �./ � -o--- �' �� � c�n Q � oo � PR1`JF+1E ROAD AND UT{Llil' EF,SEMENT i . / � � ' � � � Gi a --� - � cn ' � CEPJTERLINE OF ACCESS EASEME?dTj � UNPLATTED � � � cn � � �� (eooK 378 PAGE �ss) (2103-143-00-007) � � � � � � u y � � -.. / ��� � � � .— • - � N - � 83 19' � ry�' �'-. / DO �� � � - � � � OI —_ �- / 15 00' ... � � PRlVP,TE ROAD AND UTILITY EASEPAENT 68.19' .� - . , 73.95' � - ' \`\ / `�ss3 ` � � ' 106.92 � o• ��'7 45.93 —' � � / / / � ' / / 24 9' �5 4' S 87�09�0�» W 310.00 / ALUMItdU".q CAP & ��� l 41 s9o�" ;y 5/8" REBaR � � `'� � � � � �' . " 2p.56' � �s sa2s �' , �°' '�'� / TYPICAL \ �` ��� � �T � * ` , ��. � . ' � � � � ' � 135.44�i9 81 FOUND � , - � � � � 156.��� ALUMINUM CAP & � `� � � � / - REBAR � � / S 83�32�00» W LS 16827 �\ �' �,` / EDGE OF 40' R 0 W 15 63� � LEGAL DESCRlPTION � �\ ����KINNIKINNICK ROAD - � � � � MEADOW CREEK �'� � Four�o CONDOMINIUMS LOT 4, PINECREEK AT VAIL, PHASE 111. TOWN OF VAlL, EAGLE COUNTY, COLORADO MEADOW CREEK � ALUMINUM cAP & � PHASE I CONDOMINIUMS 1 / REBAR �s �ss27 � PNASE il � � * * * * * * � * * * * * * * * * * * * * � � / � I hereby certify that this Improvement Location Certificate was prepared for Carl � / COLUMBINE Dietz and the Town of Vaii; that it is not a land survey plat or improvement NORTH survey plat; and that it is not to be relied upon for the establishment of fence, / building or other future improvement lines. � r� NOTES: I further certify that the improvements on the above described parcel, as of / June 6, 1995, except utility connections, are entirely within the boundaries / 1. DATE OF SURVEY. JUNE, 1995 of the parcel, except as shown; that there are no encroochments upon the � ?_. MONUMENTATION AS NOTED described premises by improvements on any ad joining premises, except as � ; indicated; and that there is no apparent evidence or sign of any easement / 3. BASIS OF BEARINGS FOR THIS SURVEY WAS crossing or burdening any part of said paFCe{, except as noted / , / N 67'25 59 W BETWEEN 1NE FOUND MONUMENTS 8ased on FEMA mapping (Community Panei Number 080054 0001B dated May 1, 1985), � AS SNOWN AND INDICATED BY *. subject property is located in Zone C. i SCALE : 1" = 20' / 4 FOR ZONfNG PURP�SES, THE TWO LOTS - LOT 4 & LOT 5 - Note: There was no final title palicy avoilable for this survey, so there may be `. CREATED BY THIS SUBDIVISION ARE TO BE TREATED AS ONE easements or rights-of-way of record other than what is shown on this a• ,o• Zo� 40� LOT WITH NO MOftE THAN TWO DWELLfNG UNITS LOCATED ON IT. �ertificate. Not�ce According to Colorado law, you must commence any legal act�on based r DEVELOPMENT STANDARDS ARE TO BE DETERMINED FOR THE upon any defect in #his certiflcate within three years after you tirst discaver ENTIRE PINECREEK DEVELOPMENT PER THE DRB APPROVAL OF 7.?.93 tJote: Elevotions are based on an elevatian of 7823.9' for the rim o# the sewer such defect in no event may any act�on based upon any defect �n th�s manhole in the center of Pareel D OS ShOwf1 certtficate be commenced more than ten years from the date of certificotiort 5 THE LOCATION OF THE 100 YEAR FLOOD PLAIN, LEGEtJD s own ereon 1"HE CENTERLINE, AND EDGE OF GORE CREEK, AS Notice: According to Colorado lav�, you must commence any legal action based upon (e� INDICATES FOUND ALUMINUM CAP & REBAR HEaEON SHOWN, ARE AS SHOWN ON "TOPOGRAPHIC SURVEY, any defect in this certi�cate within three years after you first discover such MARKED "LS 16827" � � � Starbuek Surveyors & Engin,eers PARCEL D, STEVENS SUBDIVISIOP�, TOWN OF VAIL, EAGLE COUNTY, defect. In no event may any action based upon any defect in this certificate b� COLORADO" PREPARED 8Y EAGLE VALLEY SURVEYING, INC., AS commenced more than ten years from the date of certification shovrn hereon. � INDICATES FOUND OR SET ALUMINUM CAP & REBAR Po. Box 1584•205 E Chambers Ave., Eag1e, CO 81831•(303)328-7208 SIGNED AND DATED BY DANN(E CORCORAN, COLORADO P.L.S. 16827, MARKED "STARBUCK PE-LS 6826" � - IMPROVEMENT LOCATION CERTIFICATE NOVEMBER 22, 1989. Date: �«K� � �, � S S.� __�� rw�t�n��. �f �,.�,.,`. PINECREEK AT VAIL, PHASE III 6. �OT 1, AS HEREON SHOWN, WAS PREVlOUSLY PLATTED AS Rict�����A�'r�i�t�y� P.LS. 30084 PINECREEK Afi VAIL, PHASE l. ��p�.�P�p•E•���l��,�� TOZ'PN OF VAIL , � � � �, o� � EAGLE COIITVTY, COL�RADO 7. LOTS 2 & 3, AS HEREON 5HOWN, WERE PREVIOUSLY PLAT7ED AS � �� �z:� � , PINECREEK AT VAIL, PHASE I1. _�;� °'���� ea �= DRN. R B. C: ACAD DWGS 93-066I.A� - � ��"s : � �°� CHK. SHEET 1 OF 1 ��`'.� `°4 8. STREET ADDRESSES SHOWN ARE ON KINNIKINNICK ROAD. /�����i��q��LAND�S��`���` DATE 06 O1 95 JOH N0. 93-t7B6 . ii � �- �=�� , , , � � _ - � � � , , „ . �' � ° _ ` . �,s`'� � _ , � `�� � IMPRCJ VEMENT I�C� �ATIQ �T CERTIFIC ATE - � � � � � � j � �y� ° � PINE � REEK AT VAIL P �-IAS E III �.�.-�1 M � _ � .� � L1NE DIRECTtON DISTANCE T C� �N Q �' VAI L E AG LE � � U N T Y � � L� R AD � ..� ? ° `� E-1 N 83'32 00" E 120 15' � �'� E-2 N 06'ZS 00' W 35 00' � � � `"'"'�'^ � E-3 N 83'32��0" E 24 00' � ����� � � E-4 S O6'28'00" E 32 63 �''==°`�, �' , °,,.� E-5 N 87'09'00" E 44 90' '� E-6 N 87'09'00 E 37 40' E-7 N 01'31 00" W 43 75� E-8 N 0131 00 W 62 35' � E-9 �J 8$'29'00" E 10 00' E-10 S 0131'00" E 65 09' CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA E-11 S 88'29'00 W 1d 00 C-1 20 00' 37 42' 20 00' 2E28' N 38'32'QO" E 90'00'00" E-12 S 01'31'00" E 60 08� C-2 20_00' 30 15' 1S 78' 2738 S 49'39'30' E 86'23 00 E-13 N 67'09 00" E 19 26' C-3 40 00' 13 96' 7.05' 1?89' N 77'09'00" E 20'00'00" � E-14 N 01'31'00" W 51 91' C-4 235 00' 194 00 102 91' 18E54' S 89'12'02" E 47'17 57° E-15 N 57'06'10" E 10 00 C-5 235.00' 10 26' 5.13' 1C26' N 78'42'05" W 0230'02 STEPHENS � STEPHENS / E--16 S 32"53 50" E 63 65' C-6 235.00' 10.37' S 19' 1C37' N 76'11'13 W 0231'42 E-17 N 32'53 50" W 60 56' C-7 235 00' 38 44 19 26' 3E40' N 70'14'J3" W 09'22 19" SUBDIVISION � E-18 S 57'06'10" W 10 QO' C-8 235.D0 13 65' 6 83' 1365' N 68'48 51'� E 03'19 41 PARCEL B SUBDIVISION 1 PARCEL C � E-19 S 32'53 50" E 57 94' C-9 235 00' 10 34' S.17� 1G34 N 71'4417" E 02'31�12" E-20 N 83'32 00" E 12 00' C-10 235 00' 10 47' 5 23 1C47' td 74`f6'27" E 02'33 07° ' / ' E-21 N 83'32 00" E 12 00' C-11 235 00 36 21' 18 14' 3E.17' N 79'57'S2" E 08'49'41' E-22 S 06'28'00" E 81.00 C-1Z 23500' 6427 32.34' 6407' S 87'471Z" E 15'4011" � � �__ T�~` $ $$'33'21" F / , � � �--- .._. 113.16'-------__ 287.16' 3 I � � Zr'J 0 � -�'� ._._ ^�_ ` ` � ` &�J'.16' 1�8.$3' � 1�.85 � 19.84' 74.14' 9 -_, �--Center of Creek ��. STEPHENS � � ����62' -� ` `-� � ~ r' ^ �� ia �,, SU B DI VI SI ON 6 ' . -- --'-`�'- . � � �-- — --. ------- �w t� � � ' . �� PARCEL A � �. '�� /�— ```'` • -� � t o ti z ►r s� ` , � �_ Approximate 100 Yeor '�-�,.` _ �o � U�u �`� � � , �53" E �� Flood Ploin � ' -_� `` �-Edge of Creek .._- ` � '- �o ��� 1�° Ary � � �3•36 � / .- - - - - - - � _ _ _ _ _ . _''— -- ` �^ �`�c i►. �� o�`�� � -�._....._ _'_`_ o o` �1 � - - - - - ! w �o , � 1, /� � ,..�-.- - - -_-� - - --�� � $� 2 - � / � Z - - - - - - - - - - - - - - - - - - - - - �z rv� � � �---Center of Creek � -''�� � � / /-" - - �. � S 87'44'00" E ` � ~ � ` t �,, �" _/ --�� � 50.00' W C � � 6l �o �`_ ,_ - - _ p � o _� _', -_ t92 OV� I � _�_______-- � �„ � - - � ^ � _�` .� �_ � —____�__ .- �, , � __�_ Q PGF. / N p�" - � � � �- 4 57' ` �- � I �---'��� � � ,��1 � --- - - - - _ _ _ - - - - - -_ - -- - - - _ _ _ 5Q.00' WC I ��\ � �- - �-�` ,,sc'�• � � � `0p�i � � � / � ^, 5000' WC � - _ ` _ _ " _ -� � - - - - - - - - - - - - - - - - - - - - --L _ _ _ , r— � l. � ��tJ�• � i ,� / i � ` v 1 , \� ��� v' �`O. ,� k,� � � ?' : � _,�- ���''--Edge of Creek D. i �c�k,M / � � � \ � I t�, � � � �-.r 50' Setback From N "----- ' �$ Z �' � � ' � ��,�� � � � � ? �� � �-_Center of Gore Creek_ - � \ 12� • � � � � � v ` - - - - - - - E-11 E-9 _ - - - - - - , . rn . � � P-�� � . ' � '� � - - � 5 � �' r' -1 r - � � r - - 7 � , � --�.. 50' Setbac4 From � �' po / L T 4 / / `,\� // � \ / / \� L J I I ' � � � ' � Q `�� . � ' � 'hg � A roxi ate 100 Ye r Center of (ore Creek � . � �, �o �,� �'� � � ' <� � � I � E � � P�O��T� i � a F FOUND * ` '�'�J Fiood Piain � -� �� � � p� / � � .j� � LOT 3 � � � � � I WATEft � - i c-, 2 _� 0. 26 ACRE 0.347 ACRE r � � � o -► ` �~ � ' � � � '� � � � DISTRfCT � W M�ADOW CREEK 30' W C \ • -. � Per Recorded Plat = � � , o � �/ � \ ' +�O I � I EASEMENT � �o � C01'd0(7M1�11UM� ALUMINUM CAP & `�O �� N _"''""� • .� � ---� ' 'r 2675`4 � � + � � �, � � � - , . 2675-�3 � p6 I � f � O �4 ��----- . 1 VACATED f� _ REBAR o. — — — • — _.,._- ' " �' �'�� oo. �,o o� � \ � � 't' � SNARED . � PHASE I{I ' - LS 16827 _ �----'-- � 'S0� o�` o°i � � � � , I � � � 1 IN BOOK 629 � \ �'`�-�� - 75 00' W C � 1,y o�� � � ` � .�� � PRIVATE� AT PAGE 6Q5 � m , � �� � / °r, ti ? � \ � � ,�Q• ' _� LOT 2 DRIVES 1 m Z � � L � � � � � � � \ � r ' ' � � � RECEPTION #525665 "� . ' � ' o. �/ 0.282 ACRE r� `i o I y �i \ �F � > t �, , � , � � � z t 1 1 � - . . �s � � . E-20 3 E-21 � � / � � �1 2 STORY p� \� �' \� � / �� � O � 2fi75-2 i { � �m 1 LOT 1 � � _ \ � � � �RAME '' �� � \ � C.i L - - I I � �� � - - -� , � . ' � ' To o� oF \�� -' -�- - - - � � _ � � 0.339 ACRE � _ _ - -r t � � � �S � � ,� / � . s►c�cw� EtFVAT10N OF \ � o � �-- - - - - - -� ( � I �- - - - - - --t � i , � i � ? FnanP� - �es32' � o � SHARED L _ � , f � _ J � � . � .� � � o cti�P aoaRD, �6 � � C-12 � 3 W . \ PRIVATE _._. _ � � 2s�5-1 i y � ��' �' � �� � � �. \DR)VES � -" c-� � --'" ---.�,c-s �° o 0 LO T 5 ' ' �- v�, i N / CD � EtEVAT10N OF � �Q �� C-�6 � O � N i ,� RIOGE s 7844 0' �� 0 593 ACRE � ' � p°-� ' ,00 ca�.,tiv000 $ � �,9 c� � `c`; ! ° , � � y,�/ y O� 2675-5 � � . 4./ � �.-`� o. G�$ �•,, I Z / / � � °' ,/� � ^""�� "'_'.. / ` ��/ Fj'1��6� � � / N \ '�. � '`�'9 � 6� �1� z 6 � . _\ � O' � / \ i N \ ,OC; Rl � , � i � / ! i � /�/ � � E-5 �. _.-a�=3 o I � m , . � . � � � � ,c.�i� � �' oo � PRIVAT� ROAD AND U7��1N EASEMENT � / � � � � � � CENTERLINE OF ACCESS EASEMENT� _ UNPLATTED � � , � � � cn o { `� '� {BQOK 378 PAGE 789) � ' � (2103-143-00-0�7) � • � � �,, � t o0 0 �, ` / � � / i l /�— N `�O � __._ , — � � ' � 83.19' ry � \ � _ pO, � � _ �� ..�.- / / � , PRIVATE ROAD AND UTILITY EASEMENT 6819' � ^ � � � , 73.95' � �.,,\ '� 6�3 �,� / '` � � � � � ' � 106.92 , • - � � � � 24.9' 45 4 4�'93 „ 310.OQ / ALUMINUA4 CAP & �� 4��Op° y�, 7 � , / � $ $7'09 00 W 5/8" REBAR � � S9� 20.56' �' �s sszs ��`�, �,° � � `� � � * / TYPICAL �~ � ' � �9�• � i � � �� � / / 13�J'.44119 81� FOUND • '�',�` nr , � ALUMINUM CAP & � � � � / ' � � 156.00 �� � � REBAR 1 �. � LS 16827 ! � � 15 63' S 83'32�00" W \��. EDGE OF 40' R O.W. LEGAL DESCRIPTION � ��.�- � � KIN,�IKINNICK ROAD � � � MEADOW CREEK '� �� � ouN� \ CONDOMINIUMS LOT 4, PINECREEK AT VAIL, PHASE ili, TOWN OF VA1L, EAGLE COUNTY, COLOftADO MEADOW CREEK / ALUMINUM caP ac� P H A S E I CONDOMINlUMS 1 / REBAR PHASE II LS 16827 � � � * * * * * * * * * * * * * * * * * * * * � � I / I hereby certify that this lmpravement Location Certificate was prepared for Carl i � ' COLUMBINE Oietz and the Town of Voii; that it is not a land survey piat or improvement NORTH � � x � survey plat; and that it is not to be relied upon for the estabiishment of fence, / ° a� (�� I L building or other future improvement lines. I y N OTES: � I further eertify that the improvements on the above described parcel, as of / � �3 �3 2 June 6, 7995, except utility connections, are entirely within the boundaries � 1. DATE OF SURVEY JUNE, i 995 � , � ' � of the parcel, except as shown; that there are no encroachments upon the ' _ ; k de scri b e d pr e m i s e s b y i m p r ov e m e n t s o n a n y a d j o i n i n g p r e m i s e s, e x c e p t a s � 2. MONUMENTATION AS NOTED � indicated; and that there is no apparent evidence or sign of any easement / ` � � � • � crossing or burdening any part af said parcel, except as noted. ' � 3. BASIS OF BEARINGS FOR THIS SURVEY WAS � 2 C�� / / -" . N 6 7'2 5'S 9" W B E'f W E E N T H E F O U N D M O N U M E N T S Based on FEMA ma p pin g (Communit y Panel Number 080054 0001B dated Ma y 1, 1�85), ' � A S S H O W N A N D I N D I C A T E D B Y * sub ject property is located in Zone C. i ' SCALE : 1" = 20' � 4. FOR ZONING PURPOSES, THE TWO LOTS - LOT 4 & LOT 5 - _ ' �� Note: There was no �nal title palicy available for this survey, so there may be � ' CREATED BY THIS SUBDlV1SION ARE TO BE Ti�EATED AS ONE - easements or rights-of-way of record other than whot is shown on this o� to• 20� ao� � , # � LOT WITH NO MORE THAN TWO DWELLING UNITS LOCATED ON IT. eerti�cate. Notice. Aecording tcs Colorado law, you must commence ony lega{ action based „ D E V E L O P M E N T S T A N D A R D S A R E T O B E D E T E R M I N E D F O R T H E � upon ony defect in th►s certiFcote within three years after you first d�scover - , ' ENTIRE PINECREEK DEVELOPMENT PER TNE DR8 APPROVAL OF 7.7,93. I rj Note: Elevations are based on an elevation of 7823.9' for the rim of the sevuer such defect ►R no e�ent may any act�on based upon any detect tn thts � � ' �, v � manhole in the center of Pnrcel D c]S Shown. certificate be commenced more tttan ien years from the dafe of certificati�n ` 5. THE LOCATION OF THE 100 YEAR FLOOD PLAiN, ,� L�GEND shown hereon. � Notice: According to Colorado 1aw, yau must commence any legal action based u�on THE CENTERLINE, AND EDGE OF GORE CREEK, AS �� � (�S Co7 INDICATES FOUND ALUMINUM CAP & REBAR � HEREON SHOWN, ARE AS SHOWN ON "TOPOGRAPHIC SURVEY, �%. any defecfi in this cer#i�cate within three years after you first discover such MA KED " S 16827" + PARCEL D, STEVENS SUBD(VISION, TOWN OF UAIL, EAGLE COUNTY, � I � defect. in no event may any uction based upan any defect tn this certificote be R � � � � Starbuek Surveyors & �nglneers COLORADO" PREPARED 8Y EAGLE VALLEY SURVEYING, INC., AS � commenced more than ten years frorr� the date of certification shown hereon. � INDICAT�S FOUND OR SET ALUMINUM CAP & f2EBAR Po aog 1584•205 E. chambors ave., Eagie, CO 81631•(303)328-�7208 ' SIGNED AND DATED BY DANNIE CORCORAN, COLORADO P.L.S. 16827, MARKED "STARBUCIS PE-LS 6826" ` , NOVEMHER 22, 1989. �. ' � ' 6. LOT 1 AS HEREON SHOWN WAS PREVIOUSLY PLAT7E A �°te: J'�µ�' �7, ��ys 2'� `� ��' �"`- IMPROVEMENT LOCATIDN CERTIFI�ATE , _ - . , D S Richard`����P�p�� ���A�LS. 30084 PIN�CRETOWN ��v��HASE III ' PINECREEK AT VAIL, PHASE 1. ��.�`0�,0��o E°e�,lF?�'% EAGLE COUNTY, COLaRADO ' , . o . � � :� OZ; = �' 7. LOTS 2 & 3, AS HER�ON SHOWN, WERE PREVIOUSLY PLATTED AS - � • � • o - DRN. R.B. C: ACAD DWGS 93-066L4 , PINECREEK AT VAI�, PHASE II. _� : ��0�3� ; o_ � ° ' ° y = C�iK. SHEET I dF ]. �`�: 8. SIREET AD�RESSES SHOWN ARE ON KINNIKINNI�CK ROAD. %,��J'sj�'•°a...e�•°S��`���` DATE 08 O1 95 J�H N�. 93-Ofi6 '��i NAl L ANO O``� � � inni� - . � . � _ .�.., � ° , . �' � �� . , . � , _ �-�, . ,.�-`''`.' , , _ . ._.....e....,,_,.,,_.,..�--^'"'°ti_....,.._--4,.�.,^^.`"'"""'""� �"'-"R"^^^-,_ _.�._,..t � - b. � r / ,-� "' _ _ ..,, � . �- � - -y � s - ' � - - � �' ..i' � -�' ' ' ' � � � t � � � ���- -� �� � , , ... � -� , � � � ���i�� � ��,� � ��� ��� � � � � , � � � _ / �-�� �.���'�� � -�� ��-'�'' ' . 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SCALE 1 ' = 20 ' {c � DATE OF SURVEY 11 / 9 / 89 , � � � S88 ' 33 ' 21 ' E 287 . 16 � � ~ ��RE 14 85� 19 84' O , � ,3 � 9 - C/��cK CEN7ER OF CREEK � ____— _ �� C (yl y • � i _'" o .� , 3 0 `^' � 3 6 • 5 ' EDGE OF CREEK o � � o � N �I 3 WATER _ �-- °�/ � o� �OO � MANHOLE ________� _ o O ED GE OF CREEK CENTER OF CREEK � z F �� _ K / � cE � � EE /� CR ` �2� � SEWER MANHOLE "---- S 8 � � � X 3 / 4 55� /� 'l 40 SPRUCE RIM EL = 7823 9 � t 9 2 . 0 8 __�` GQRE � / INV EL = 7819. 2 g i � �` �_- O p � � z • _� _ O 2 0� PINE \ � 2 5 ' SPRUCE � 2 0 SPRUCE \ � a -J / � � N87°09�0 0 �E f� 1 2 0' SPRUCE I 0� SPRUCE 3 FENCE ` � � • F. / � o X . ._ � � TREE LINE i APPROXIMATE 100 YEAR ? a3C�- . o - FLOOD PLAIN o 0 � � � H 2 • �j 5 SPRUCE PER RECORDED PLAT °' ° SHED N � PARCE L D � � � a , --�sp 2 0� SPRUCE _ I 99 AC z � , 782p 20 SPRUCE - � � 15 . 00 • S87o0 0� GJ � ""` z � FENCE � ' O O s � m NOTE WINDOW HEIGHT ELEVATION = 7842 I � o • 7830 . . O6 .j9 �a 1 SANITAR " SEWER EASEMENT � � 3 � � o O 0 0 . � / : ° O � a' c' O .D � � J � / I WATER OISTRICT EASEMENT • / x RECEP'TION No_ o ?a30 .� / / � 8�0 . --�- � - 'o- ��.;_ - °°- � '` O 'o , ti \ - , � _ , � K K \ / -------X X — � S a .� • . • e . O O ---- k FENCE \ / —x — X_ o Q � �-- \ -----x x .------X�— X X ti � OF ACCESS EASEMENT � _��- X K 7840 \ N66°30�00'�W , 41 59' \ / . � 5 -156 • � � � FENCE 1563 —_ � S83 �-' 32 � �� A 4 � SEWER MANHOI.E RIM EL = 7830 I ELECTRIC MANHOLE \ � . B NOTE WINDOW HEIGHT � ELEVATION = 7844. 9 C NOTE WINDOW HEIGHT ELEVATIONS ARE AS FOLLOWS A ) - 7853 I B ) = 7855 0 C) = 7856 8 D) = 7857 0 SURVEYOR ' S CERTIFICATE p I , Dannie Corcoran , a Professional Lanc3 Surveyor registered under the laws of the State of �olorado , do hereby certify that this topographic survey was made by me and - under my supervision , and that the survey is accurate and correct to the best of my TOTAL LOT AREA = 86580 knowledge. tir�'� '' ' ' j ' " "`'jr, FLOOD PLAIN = - 18828 � `.�`�`��� i�4u��t�r��� U,p}•'+ 40 % SLOPE NOT _ (� ' �' �,� a IN FLOOD PLAIN - 2716 ` ,� :. Date : ,� _ � Z _ �o� � � t 65036 S F Dannie Corcoran P� � =�' : PATRICK A KEY NOV 13 1989 � i 9 ` Colorado P . L . S . 16� � � � �������� w: (�L�,�,�`4```� TOPOGRAPHIC SURVEY '' � r � , , , ti , , PARCEL D , STEVENS SUBDIVISION � "' _�S = _ � _ ._ �_ ._ _ � _ � Z C .'. = �._ T _ � _ _ _ _ � __' G .�� �� 5 .� ��-� tC � � � '�: S � � � 2 � � � � � � T� � � � �_ - - NOTICE : 41199 Highway 6 & 24, Eagle-Vaii According to Colorado law you must commence any legal action based upon any defect Post Office Box 1230 in this �rvey within three years after you first discover such defect . In no event , TOWN OF VAIL , EAGLE COUNTY , COLORADO Edwards, CO 81632 may any a^tion based upon ar,y defect in t�his survey be commenced more than ten years 303-949- 1406 from the date of the certification shown hereon . 658 3 % , % � �, � _. �, I � - � _ ,� , �- � , � - � . . __ _ � _ � _ , , _ � „� M _ TOPOGRAPHIC MAP LOCATED IN THE N1 /� � F THE S �W1 /4 � F SECTION 14, T. 5S . , R. 81W. OF THE � TH P. M. EAGLE COUNTY, C � LORADO O Manhole R im Benchmark Elevation 7823 90 � � � Meadow Creek � Condominiums , Ph . 11l I � Parce I � I WATER 12 5 � BG� Ste phens Subd ivision iEASEMENT _ _I_ �a�2 / tvo�s: X�5 , c 1. The elevations on this map are based upon the rim elevation of I ` ,< o / 7823.9' and an invert elevation of 7819.2' for the manhole shown 3 �• ' °o o „��. ` • �� 2. The date of this survey was July 13, 1993. 0 x � � '� \�� "'+ .� 3a �pF � 3. This map was prepared for Carl Dietz. � � ° -; . I �v � ` � _ /�p�' 4. The bearings on this map are as shown on the AMENGED PLAT STEPHENS ,0 4 Z ': I ' / SUBDIVISION and are based upon found monuments for the same. � O ` * � x � ' �. , ASPHALT � \ � " • - / g�� � • ` Z t w � � ]1 /1,1 \Y�♦ , 1 \ \ ` � ` �� �- . ' 'I i, ^ . • _ � � n o , ��W 310 00 ! �. , . ��' .` � / _ f� S 87 09 00 97 05 �.,.— X —�— x �(�(�� - t _ ,� _' ,. Ssso3 �' . ,�, _��y 4z / - a ,_- � STEEL ' - , :. � q�\ 0�^ _ _ �. � � �,��� - . o;, �.ti . / / UTILI7Y 8� DRAINAGE \ " - , ,� • S9 �F _ , , � r � � ✓c �i(�� ' � I— 4 4 '� O �- MENT � E A S E � _ _ _ J-�, � ___ ':�� ^ ' � , , Q' I� � �L ' ., � � • , Y „_.. ` ' ,� • � � � / I _ -j � , � ,CENTERLINE • � - G� � 4 /;- : ACCESS EASEMENT.�,�•, / \ \� / -�_ _�• � M 4 n " ASPHALT' - �; . � / I � ^\ �1� `� . ' ,` �`��-/ � � „_ � �G�` — 6 ��/ � �'1 ` N � / '�j Q 6 �p, G� 4 . I � �;y // ` � WATER � / ',.�.; Pe�r �� G' I / / ' I 1 � EASEMENT // / • �, � O� � ��� N C' � . I � / � ;�� , ' �� J/ � ASPHALT �'—�� t�,� �� �C ' I Water � 4��VenT "' . � f'"\,� - I �ve eox(' � � � �` 1,/ Meadow Creek � � 40, _ � o /��, O�Manhole , � - Condominiums , Ph. 11 � � �i . ,�,�lN \ 48 / � � I WATER �^ /���� � l/v I EASEMENT , � Fire '• Hydr ni \ / � �� � �. a �� � " .. --�--t'_ � � � ' � � SCALE � I " = 20' I G .. ' ' 3 3 �� / . I �5 Q �.7t I303� 5g � ��� � N� �5" � o' �o' 20• 40' � / � ?,v - . i � � � �����'`� �� CURVE RA)IUS LENGTH CHORD BEARING DELTA C-1 113.76' 47.00' 46 67' N 44'38�48" E 23'40'18" C-2 355.54' 184.49' 182.43' S 43'25'03" W 29'43'54" S � � Starbuck Surveyors & Engineers P 0 Box 1584• 205 E Chambers Ave, Eagle, CO 81831•(303)328-7208 TOPOGRAPHIC MAP LOCATED IN THE N1/2 OF THE SW1/4 OF SECTION 14 T.SS., R.81 W. OF THE 6T}i P.M. Notice Accordmg to Co;orado low, you must commence any legal action based EAGLE COUNTY, COLORADO upon any defect in thi� certificate within three years afte� you first discover such dete:t In no event may ony action based upon ony defect in this certificate be commenced more than ten years from the date of certification DRN. R.B shown hereon CHK. H A.R. SHEET 1 OF 1 DATE 07 07 93 JOB NO 93-066 ��»�./ . � ��� o . ` - \ - --_ , - ----� : _ , � � � , . _ - � - �.�� o� � , - �__-------- ,_ _ -- s�w�: ,�►���,�vr � . , , , � �. � , , , . . y , ^ . 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DO NOT SCALE CRAWING5 , Legai Descri tion: -��,,, �� , . , a � ' � "' ,, Sv$DrvcSi�N G \ !; --V ��-7--� ���,s� 2. Thoroughly reviEw all drawings and information rA ` � f' -"' � � contained herEin prior to commencement of ' � , � - =-���-_=-��-- �_- � work Advise the Owner upon recognition of any ' Owner: ���2' � '�"��• , � , � _ \� `V � , inconsistencies and/or inaccuracies and await '�\�' 1 clar�fication prio�to commencement of work. Contractor: C.M. Dietz Construction Management, , v 3. All trade sub ccntractors shall thoroughiy review P•0 ��� �>>►��L.�"r , cA ��J , � the existing consruction,work by other trades and � � � substrates uponwhich work shall be performed. Architect: Robin Molny, 835 E Hyman, Apt. E Aspen, � O � � ' Advise the Ovner upon reCOgnition of any Co 81611 tel (303)925-7404 � � cond�tions whicr would preclude work from being � V W accomplished w�thout compromise. Await Structural Engineer: Peightal, Guy Engineers, P,O. Box � � resolution of such conditions prior to � 1640 Basatt,CO 81621 tet <303)927-9510 � C� , , �,^ commencemen�. Commencement of work shall Z , lJ" ' be taken as ��cceptance of ail substrates, Construction Type: V � Z I�, , ..,.. � �� � �nterfaces and c�nditions affecting the work to be � � � v � ' � pe rtorme d. O c c u p a n c y C i a s s i f i c a t i o n: R•3 , � a � �_ 4 The drawings a�d information contained herein . � � are rec a gn�zed as dia grommatic in nature and Bu�tding Height: 33' � - therefare are not �ntended to represent all work , � , < < { � /Al � and/or matends necessary for a completed Number of stories: Two � ! _ � ,r cV v � product. Eqch trade subcontractor, however, C%�� , � � shall be resporsibie for work (and as defined Gross Square Feet: 2A06 N S.F . , � � materials) nec�ssary f�r a completed product +485�S.F Garage � , � regardless.of wl�ther afl elements of that product � are defined heein. In the event of alternative Occupant load:�'_r ' , , ��� LO � � p��� means of acconplishing the work, the trade sub ; � z� -L� � � � 'Z tor shall�ave ant�c�pated the more costly � � � - option unless vch alternative to be used is ' � l } spec�fically appr�ved by the Owner. � _ � �u V _ � � ,�� � :� �, �-�:.�_ , - + t � `'� , � � _=�G-A L�� " l�1�_ , = " 2c��� . i ^�-- ---_ ____ — . � � � --� �~'� � �'�i� / ,� ' � i /� �_ ---- __� �. ��''�./� . �-'--"`-G�.1?.:°�F Gl�G/�'��"""..-,,� ,. �- � � -�-__ _--�__._` `� _ ��_ _`;� .�---- . �_ / / / � . . / /� �---- / "�-� �G".- fJ.� �2�`cK`---"''.' 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E 32 63� T� �11�N � F VAI L E AG LE � � U N T Y � � L� R AD � E N 87'09'00" E 44 90' �=B Pd 87'09�C0" E 37 40' �._,- �__.__� __� E-7 ��d 01'31'00" tiY 43 75 � � --�-f.-8 `�- N 01'31'00" NJ ----��-l-62 35' __ E-9 ___ N SS_29�oo��_E ____ ,roo� FORMERLY PARCEL D OF STEPHENS SUBDIVISION E-10 S 01'31'00" E 64 72' ---- E-11--- S 88'29'00" ti4--- - -�- 10 00' - E-12 S 01'31'00'� E 60 38� �__ E-13 ____N 5 i'09�00:' E __ ___ 19 26' � � �---- ------T---- --; , ^ -T--- ,, -T-- ---- ---- STEPHENS _ _ __ CURVE __�_____ RAD�US__�_ ____�ENGTH_� TaNGE��T �___CHORD_ 6EAR;t�,� � pFL?q � STEPHENS L---Y---- �_ -------� �------ -----�----=— --- SUBDIVISION � � C-1 20 00' 31 42' 20 00' 28 28' N 38'32'00" E 90'00'00" SUBDIVISION � c-2 20 00 3o is �a �8' v 38 s as•3g'3o" E as•23'o0" PAftCEL B � PARCEL C C-3 40 QO' 13 96' 7 05' 13 89' N 77'09'00" E 20'00'00" � C-4 235 GO' 134 93' 69 38' 133 09' S 83'35'S7" VU 32'S3'S4" , / _ C-5 ^ 235 00' i 0 26' S 13' 10 26' N 78'42'05" lti' 02'30'02° '---- � C-6 235 00' 10 37' 5 19' 10 37' h ?6'11'13" VJ 02'31'42" � -~"- S 88�33�21» E � �_,_C-7------235 00'-------38 44�-- ---19 26'—_ ____--38_40�-- PJ_ 70'14_13" �J--- -- G9 22_19"-1 � �---�I i-- - -..'�---- 1�78.33 2$7.1�� - - --- - -- --- - -- - ---- __ -- - �- � --� ' I/� � �_ � -� 74 14' � 14 85' 19 84' � g2--� � / � ,� � `\�---Center of Creek 1�8.83� �a. � - , � 1-- - � � i� STEPHENS .�% � � �� '� '\ � i °'� �� .a SUBDIVISION � �� � � �`�' • - �� � �-' ` - �'"�� I�`' � ���� r PARCEL A �— � �_ �o° �w )o O \�� ,' � � �_ Approx�mate 100 Year ` '�� _ _ �_ o p E Flood Plan ` '- �- • - �° ��w 10 •O� O � 'J6�5�n i Per Recorded Piat -�'�. `__r'--Edge of Creek •-�- � o Q�Q �o ,,, h• � � \ N -�� � �- - - - - - - - - - - - - - - - - - �.� _�= _ . - - - - - - - - - - - �Z �OW o � O( i �—• � � ` � / � � N - - - - - - - - - - - - - - - -j - - - �� ~ `' � `f/' / / / - -- � � � I �---Center of Creek � '/ / � /- _ S 87'44'00" E + � 1' � � SEV+'�R MANHOLE � - - - - - 192 08' ' ' '��. - -_ �---�_ ._ -----"- � � � � �,6� / RIti1 cLEVA�iOtJ = 7823 9' - � - - - t � 4 57'� � _- ---'"_`- /' � � ^-�1 �,<, BEP_CHMARK _ _ _ - _ _ 1 `� �"-'_-- -- / ' �--� � ~/ � ^t �P�..___ / � - - - - - - - - - - - - - - - - - - - - � � 50 00' �"J C � ` � � - - - - - - / � � � � �' � / - � - - - - - - - - - - - - - - - - �- - �`�� � f '/��� � � � �00� � � � � ,��. �` �_ 50' S�tback From � - - - � � � � '� C r t of Czqre r�e- �\� � _� ��-Edge of Creek /�� � � ��hF.� � � � �'�� ��� � n� �U __ i � � � F�' � `�. 1 w2� � �� i �`��c. � i � �����. OF 70POn � � � �� -- -- 1 \ � / i � i`T� i i� / .� / /e� ��; � �OF SKY'JGr�T \ � _. — — — "1 � — — -� � �� � '� � / i � i .tg< P� — 785'5' � � ,o`/ � � - - - - - � �j , �- - —' � � - - - - - ` 1 '__ � ' / � � C ,��.`� . G° �� ' � ���;�� \�� � r � L � ,I t-11 E-9 � I � J � tn \ � �, /�� > c�P\ / i � �. Oe:}S � f ` �.' � I � � � I Q �\ � (� � p � � �.� � ,�'� E4E`/ATON CF � 1 � SNiyR�D � ' O -, �` -� Ar Approximate 100 Yeor �- � � � o, �'/ � � �� PLY`NOpp / ��� 1 ► ` �--�4--PRI�.�ATE � °o W MEADOW CREEK �. , � o � , �� � R,ocE _ �sas � 1- _ FQUNO 6rL5 `� ��''�'�� Flood Plan I� l �� � � � � �`,\ �' 2 STORY � ,d � `� ; �o CONDOMINIUMS Y , FRAME \ �� �° i ► un'. 2 i ! �/� I D�?IV^� � i� o PHASE i{i � 30' W C \ � - �,,,,C�� Per Recorded Plat _�- � � � �p � 2a i } i ALUMINUM CAP & ' � REBAR ��p. —'_ • - _r�--___-- - - � —I � � / ,� `L�� ��: � ' / �� e�EVATION Oc' � - ' � � � � i � LS 16827 _ � O/ , '� �E.__S- Foundat�on i i � � ` _` � _ -------_—'.`--'� � � , � \� t�CFIPABOARD 78551��� ��d � ; � I , I � � fT1 � -' � � / � � ;�\ �� /' C�v� 1 � - - J I j r�' m � � i L- - - -h �_ 50' Setback From �, � � Center of Gore Creek ' / � � �\ �`, �. ^ ,,> , i � �`�' I� O � � , `t t�_-� � , ' ' � i � \` /y a�-•"r.'� ' j � � G1 �m � � � ' � ' � � �,�� � � � o f� ► LOT 1 � � � � � . ' ,` � � - - � - - - , � i °, 1 � 0.339 ACRE � - - - J� - - -� , - ' � l � , � � REMAINING PORTION � g d- �-�— � � - - - - - -,� � � ! � _ _ - - _ -, � 4 �� � O � , � I I - ' � - ' OF PARCEL D � � � `- - --' ' i ' - -' -� � � � � I ��-S� �' — � 1 � � w � F o � 'r� l � ' � 1 649 ACRES f '� ''" �_r_J , � o 0 � ) C� M �`9• � N / � / I J�� S "�""",�`"� 6� i � O � ' � ! � / � � � i � ' ��C�`� � ° � � � / v'o i ` I z � � � � '� r �� � � � � 1� � �� � � �-7 i � � � ` h�•p�O/ / � � \ ��1� �°�', i �- "'_' / / � � � C� � a� / � c' � I �, . ' � / , , ' � �� � -.--- � �� ` I I rn PR 'JATE ROA� a^J� UTILI�Y E�SEr��E�,T i _ ` 1 , o � � � � i l � � � CENTERLINE OF ACCESS EASMENT� � � (BOOK 378 PAGE 789) � , � CJ / J / i / � � / v �+, � � �p \� / � �''p � %-- �� ' PRIVr"+TE P.OAD A�1D UTILITY tASEMEnj� , � � 83.i9 � 15 00' � � � � � ' ---- � � �•. OO � -'"_ / , �_ ; 68 19 � _._._ � , � , � 226.81' � . � / , � � 70 �, � N �. � / � � 42 2� ' \ � � 114 4' , 9���" W 310.00 � qLUP.1INUM CF,P & \ \ � � I, 4 Sgo�~ k' 7 � � � � � S 87 0 , 5/8" RcBAR �� o � �, � � � � / L S 6826 ��` ,.h �� � � � TYPICAL �� N �,, � � ' � FOUND � � . � � AI.L'MINUM CAP & � '� � \ I , � � � � � 156.�� REBAR � 15 63' / LS ?6827 �� S 83�32 � � EDGE OF 4Q' R 0 W '00" �` � ' � LEGAL DESCRIPTION ' �� \ / ��`'`-�KINNIKINNICK ROAD `� � � Parcei D of the Amended �inai Plat of S7EPHENS SUBDIVISiON, iown of Vail, Ccunt MEF�DOW CREEK ` � � i FOUND � a�ur�ir��u��n cAP ac �, Pr��ADOW CREEK of Ea !e, State of Colorado. CONDOMINIUMS � / � REBAR COi�DO!�1IN!ur,�s g PHaSE il �.s �se2� � PNASE I � � * * * * * * * * * * * * * * * * * * * * \ � / i hereby certify that this Improvement Location Certificate was prepared for Cal � / COLUMBINE Dietz and the Town of Vail; thot it is not a land survey plat or improvement NORTH survey plat, and that it is not to be relied upon for the establishment of fencs, / J� � building or other future improvement lines. �� ������� ' � I further certif that the im rovements on the above de5cribed arcel, as of / "�-°�� ''h��� Y P R Y�v ,����1�.�,�y February 8, 1995, except utility connections, are entirely within the boundaries / ��,� ���/�� �, of the parcel, except as shown; that there ore no encroachments upon the C-�e� � "-,�,,,��; �' descnbed premises by improvements on any adJoining premises, except as ��� � iL� �^j �G �� ���,/� 3 ,9gf ���s� indicated; and that there is no apparent evidence or sign of any easement �� � `��/,'� NOTtS� , crossing or burdening any part of said parce}, except as noted. ��'/ // '� (� .o �-3� �- s�. s- �' , p,•��t�-�� ��;� 4 1. DATE OF SURVEY FEBRUARY 8, 1995 � Based on �EMA ma in Communit Panel Number 080054 0001B dated Ma ) � � ��� � PP 9 � Y y , 1985 , 2. M�NUMENTATION AS NOTED � sub�ect property is located in Zone C. � / ��. �- 5 2 � s s � �/ (�I�� SCALE : 1» = 20� Note: There was no final title policy availabfe for this survey, so there may be � 3. BASIS OF BEARlNGS FOR THIS SURVEY WAS easements or rights-of-way of record other than what is shown on this N 67'25'59" W BETWEEN TNE FOUND MONUh1E��TS o' �o' 20' 40' certifieate. Not�ce Accordmg to Colorado low, you must cemmence any legai action based AS SHOWN AP�D IND(CATED BY *. � � upon any defect in this survey within three y�ears after you first discover `�`--� -- "' -�--y-`-� -' � such defect In no event may any action based upon ony defect in this � T �Jote: Elevation5 are based on an eievoti0n of 7823.9 for the rim of the sew�r survey be commenced more than ten years from the date of cert�f�catien 4 FOR �ONING PURPOSES, �HE �OTS CREATED 8Y manhole in the center of Parcel D as shown. r� shown hereon. THIS SUBDlVf510N ARE TO BE TREATED AS ONE � `�� � -� a� s LOT WITH NO �410RE THAN ONE DWELLING UNIT Notice: According to Colorado law, you must commence any lega! action basd upon LOCATED OtJ IT. any defect in th�s certificate within three years after you first discover such � � F Starbuek Surveyors & Engineers defect. in no event may any action based upon any defect in this certificQte �e � - 5 THE LOCATION Or THE 1�0 YEAR FLOOD PLAIN, commenced more than ten years from the date of certificotion shown hereon. P o aoz 1584•2os E Chamber9 a��, Eagle, CQ 81831•(303)328-7208 THE CENTERLINE, AND EDGE OF GORE CREEK, AS NEREON SHOtM�J, ARE AS SHOWN ON"TOPOGRAPHIC SURVEY, � A• �'� IMPROVE1�fENT LOCATIOiv7 CERTIFIC�TE ��CEL D, STEVENS SUSDIViS10N, ' 'J�� Or VAlL, EAGLE COUNTY, Date•� � _ __���5 _ ► rE ` ' `_ORADO" PREPARED BY EAGLE ` LEY SURVEYING, INC., AS Herbert A. f�Cr chard, P. . 6826 PINECREEK AT VAIL, PHASE I � TOWN OF VAIL �; :ED AND DATED BY DANNIE COr 7RAN, COLORADO P L.S. 16827, oa W EAGLE COUNTY, COLORADO _ '� �t�iBER 22, 1989. � � 6��� y ;�. `� ;�, 1, AS HEREON SHOWhJ, 1�NAS P =VIOUSLY PLATTED AS �y9� �,Q�� , DRN. R.B. 93-Q66L'3.D�iTG ';F Z E E K A T V A I L, P N A S E I. ���j''fMG�b�ER� �"��� ' C H K H A.R. S H�E T 1 O F 1 1, ��F_��� � , DATE 02 15195 JOfl N0. 93-OS6 � . � `� � � ' � , ' � ....�..�,�,__. ''� � _� - -�°'�„a E t �� � i x FINAL PLAT ���-��-� P I N E C R E E K AT VAI L P H AS E I � x 22 TO �N � F VAIL EAG E C � UNTY COLO ��AD � > > � �' ��'OR�.�FRI�Y P�RCEL D F STEPHEi�TS SUBDIVISION , _ ---._ � i I �— '---� �`�'� -� �3 � 74 14' � ' � � —� _ ` � 14 85' 19 84' '� / � � Center of Creek ��. �N � ' � `� � -_ � co l,n / / . _- . �� \ y — �._' I cm � '�—�' � � ��_ ----._"_ 14�i 13 `\ � � r-'_ --�_ � / �_ Approximate 100 Year � ` �� 't '� �U W �O � � � ' Flood Plan ` ' ` �-Edge of Creek ,;� ° ' — �o° ��w �o ' i / Per Recorded Plat � _ _ _ _ _ _ _ _ _ _ � � , _�- _ �_ �a3oQ ��° � / / � - -- �� .- - - - -_- - - -- - - - _ _ � w fo � � � 1 � i - - - - - - - - - - - - - - - - - !Z �v� � I/ , � � - -r _ � _ - - �- ` �Center of Creek � /�/ � � g61 — — _ _ S 87'44'00" E � I � ��-_ _��� J � � PGF. — — — — _ _ 192 OS' ( � � ` -- _ __,�� ._ , � , �-------.__ _ � � ,�'1 Q i Q�,, st, � — — — — r �-'� 4 57' � ` _ - / / � / � ��7_'._---����__�__ -�. - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - __ 256 /-tl - � % ' � � / L�� � � ��_ - - - - - - �5�- - - - - - 150 _ _ �149 � � ,' � -� � /-� � � �,C�'( � •�r � � �� �1 " 1�5 �� �164 - L _ - - - � , ' • � F,� �.� ,�,`a �\ .{� ; � I � �,P�� � \�� _� ��Edge of Creek ,�� � � ' �� / � � � �. �`� �2 50' Setback From � _+ _, _- �" "� � �` '-�— � � �- I ^- � c,F- / ,v � Y ' �. o-�p �_� _Center of Gore Creek_ _�____ � 162 , � 161 �6� � �48 / / . / � / / / , SP���P�i� ��� / �6`'� �� �� � � / ^ 4 � 2 � �'� 18 437' � 152 / ��J.187 p �� � �� � � �s ti� spp ° � y, E-11 E-9 ; � 19 • ,�1 / / i � � � i ,o-cF� 4q'� � ,o- �4b. � ac� � 4� .°'i' 887�(— ! /-1 ' � Approximate 100 Year i � � � 4 °`� � � � 047 qb. 1 i / o � Flood Pion ` - � � � �o- � � o-�4 � � � �"' • — �,� Per Recorded Plat -- � �/ � � / �o � � % �� � o� 509 � �I I o � • — —� . _ _ , •�' �� i �O�~j� Op. y�¢ `�.501 �• SFjAR�D I � � � — _ _ • _ • _ i , - � ' � '�- {� : �R1VAT� I � ' � 4 515 �- - ' � � DRIVES� �'' � I 159 158 146 �_ 50' Setback From � � 516 I to roo' I N m � I Center of Gore Creek � � � / � � ' i ,i,¢ � ;. - c�o E- ' , � � $ - " i U' �`., �3tt � � / � � 1°'� � �- I y �� 157 145 � � �° 15.167' � � i � ' -1' �o o �3.000' � ° . � � � \ a, 2o t04' �o I r141 I 153 154 � � m/ � � q� � � \ ° p � " I 155 156 T —�"- „__ / / i � ,' / �' / / i � � G 33 5' as� / �'� C '�/ / � � � �\qg ` I I � �44 g . , ' � N � � � � � , , � ' � , I C-s � � g O � / � ,� / � � � ` \ �-6 I X 140 � ;%� � / � � � � 142 143 � � I � i � � � � � \ L'` x x I O � � ' � � � � C-30 303 � � Z i i �O F'� / � � %/ � � � / 3a fG 34 85 \ � i / i �� / i � h.�'06j / � � � ��1� � � FG 34 95' 3TZy E~ I , C� � � / � � � � � � 1 / � ' �'' 3 / � � � ' � ' � E-5 C— , m � � � � . �. i AND UTILI7Y EASEMENT i � � � � � �,� � , FG 36 65 PRIVATE 3c�as as � � CENTERLINE OF ACCESS EASMENT � ' � � / � � � � soo I l , � � � (BOOK 378 PAGE 789) � � � ' x �c ao ss' I o � i � i � � � 307 G�3�1 FG 37 35' � tq \� \ , � / � _. � � � � 15 ry � E i � / i � 309 _--------x"30 J FG 37 35' � � � l J___ _--t -_ .-_ 257 � � 3�0 - PRIVATE ROAD AND UTILITY EASEMENT � � � � 40 � � � � 66. � � � � / / � � r ---- - --- . � � \ �OQe � � . �� � 23�S9. rY . � � � / � ' �� �'�\ �° �x' \ i i � ^ � ` � / i � ry � � � � � � i i � � i � / � \� � � � i � � � � � d�7�5 63 ` \ � ` � � 258 at \ �� �.r' � `x x � \ , � �own ut Val1 Gommuplry • Develoament Rien du{k1 He,alth Fir� a��ruv�d Cl C� ❑ C �~- �� G,��tc� �� .� 1�'al�dity ot Fermit SG�. 303 (c) 19 U.B C. �� �, �?�j.��rscs cr granting of a permit c�r appr�vat o� ���f�s �n� ,� ,:�,ae�,�:��ns shail ►zot ba construed to ba a R�"mit f�r, Or 3n � _ _rc�rai of, �ny violation of any of the p�ovisions at th�s c�d� ��� „ �ef any other ordinance of the �unsdication. The Issu�nce oi � �f�l, „ , � ;;crmit based upon plans, spec�fications and other data sha:' SCALE : 1 = 20 Idin official from thereafter requirmg the /��� <<�t prevant the bw g � ;,�;racti� of errors m said plans, specihcations and othe• � �,£,� �ata " �'�� o' �o' zo' 40' ,� - „ „' . ,,,.;;,x � � �� �� - r �nTE Nottce• According to Colorado law, you must commence any legal actlon based upon any defect in this survey within three years after you first discover � C-300 220 00' 177.97' 94 18' 173 16' N 89'40'30" W 46' 100" such defect In no event may any action based upon ony defect in this ,,,�„� C-301 55 00 19 20' 9 70' 19 10' N 77'09'00" E 20' 00" survey be commenced more than ten years from the date of certification , shown hereon. � - fY � � � Starbuck Surveyors & Engineers P 0 Hox 1584•205 E Chambers Ave., Eegle, CO 81831•(303)329-7208 FINAL PLAT PINECREEK AT VAIL, PHASE I 4. 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' \ � / . . / �y_ � �V JA 0 ! io ' �. f ��r 4 ' + � / • � . � . � `�U 9 \ _ titi �Z�: � - �o � _ _,�,_--- � , , � ,� • f � ,^,,. :� . .1 - , - , - ._..--�-- .,� ��, ; - ,►- . .- � • �� " ' '���fb ' , k �'- � ` - . . , � . � _ � , ;. _ , . . - � �a ', �� � '� � 1 � � / ' .. . � C�G L✓N�S Q ll1 i� '�' � -� � ' . . , . � . � � �� • � , ��,v ` i6 --- .,1 ' �' / � ' � , ____._ �_ /� ►� � - G �. \ ' ��� � � - �' �° ___�___._ � • / � _� ' I � , �� � � � --�" � - -�--� _ ' -'�� 1 � . � , __---, —_'"_ — �� __ � � h j �� ' . � / / ti , � , � —�'_- � � W �,� � � �,,.-� � --�"`r _ — - '��� � ^��� \�!�� � � ' �I :3: , , ' ��� ��-�� -�', '- �---_ --�----- "�'� �.,�_ -- ' \� �l�b`�-�`'d j �y"-' � - �- �' ,� ...•�' -�'�-' r._.------ ".G� � ! rl N � � � ,,,.�� / s , ��--_ _�.--^- �_ ----.-- --._ - �- � � ( V} Z �E7'��1�..I1�� � °'` �,,.� ?� ..__ -"'" � _ (/� VJ � � O , �� �--.' � ,,/ •� N � ,�\ / /'� ��� � � i W � ' ' • , � � � o� � � � �L EU SEWE/K �v1 ANf�OL LG' �� , � � �� " � e I i�' � � I�� � h �� ��P� � , .. � - �ecr�rc n�wn�rot.� � �., � � °,� ? �— , � � � � s � �— . _ 4� G�. o� � � ��� �-� � � r,,,,� �,T,,/' � � � � � ^��C/� "y� --� G ___ "' e � �I� �J ' . �-�- � � _ � � � �. � u�o"I-t�L _s/,�� /a�t�1� �/ 4� �'ii?� � T� 0��,�,/�/ � . / � � � /�.- - �ENERA NOlES ' : BUILDING DEPARTME INFORMATION ` � ��l a��- �¢�� � 24t � � ,�.��.�.r-d�� �,., ,���� � 5 �� � . � � . � . , � � t�N T SCA RAWIN�GS` � L�cl �scri�l� Parcef D. teven� ���i, Voa/d , i � � - L _ ' Cobrodo �� � Q � , �-�,. �-�,,, �"t�',� . � � � ' i� !-y�_ �51?�,� i°LAN 2• 'fl�orouphly re�lew oil drawinfls ond informat(on ' . �j°�i� 1 ° P ' � � - � � � contolned heeln p�tor to commencement ot Owner. Diefii.inc. - ry ` ' f�j c Q =�l� `�`2� .` " work. Adv�e he Owner upon recognition of ony ,� " - � � Te y�,��3��� �:���� o � � inco�ststenc(e� ancl/of (naccurocies cnd awalt Cor�hactor: C.M,Dletz Constn.ictlon Management,P.('�, , � y� �y, ' � � �/ ' � �SS A-_'%� , cla�iflcatian prbr to commencerrlent o�wo�c. Box 2072,Eogie,CO 8163t. , ����t A-�� � �� � , 3. All trade sub contnacto� shall thoroughly rev(ew � ��� � � � � ° the existirxg coul'ructlon,work by other trades and Atchttect: .Robin Niolny, 835 E. Hyman, Apt. E Aspen, ; p ���� �G • " substrcates upcn which work shaii be performed, � Co.81611 tel.(30�925-740d � y r : ac � Advlse the Owner upan reCOgnition of any ; � � ~ condittons whi�;h wauld preciude work from befng • S?ructurci Enflineer: Pelghtoi: Guy Engineers, P.O. Box ; W d` ��-C,+� L��� �� �e;�j� O�( �� �AS�./�I��.�a�� J�,� : ��,�M,� �t-� �G� accompilsheG wlthout comprom(se. Awa1t ; 1640Basatt.0081621 tel(303}427-9510 ; � �"t� resolution ct such conditions prior to �` '. + (� commencemEnt. Commencement of worfc shalf Constntctfon Type: V j � z � �� ' be taken cas acceptance of aU substrates, � � F' � . � � _� ' '� . - - ' , � (nterfaces andCOnditions affeCting the work to be _ Occupancy Classification: R•3 . . ` �� � , " performed. ' � ; � - a � Q-� �� � - � � • .. 4, The dreiwing�,and Informat(on contained heretn Butk�ny Heiqh� 33` . � " � � _ �- , ,.. � , , ,, are reco nize� os dia rammatfc In nbture and � , � � � 1 therefore are �ot intended to represenfi ail wo�c _ Numb�r d storie� �wo � � , ; � . � � m . � � � ` � ��� v� !�". andfor matefals necessary for a.compiefied ,- �' ; , prpduct. Eqch trode subcontractor. hawever, Gross 5quare Fe4t. 2,4n6 N.S.�. , � �� •�_ ���� �,�� � ,� d < � .7 �� • shafl be responsib�e� for work�{and as^defined , +485 S.F. Garage � , � ��� -�1-� u- ' a-�ss � �- (� � ma�teriais) necessary for a completed product � ,� , � � i �� r r I r I m f r � OcCU nf Cood: - � �� � egca d ess of v�hethe all e e ents o that p ociuct• 4 . pa 8 ,, , � f. - �� - �`!�- " � ~ ore defined t�refr�, In the event of clte�t�atfve � �;, � � � _ ._ _ _ w � � �� , ,�o � j , , \ � , , means of crcc�mPl�shing #he work. the trode sub -* � _ � `} �,�� ,�'� , ` _ cantractor shdt have antt�ipafed the rinore costiy , , � �� � ' � 7�j " ; optlQn uNesS such oitemative �to be used,-is � � � _ � ��"►� ��/��^��/ sPQCfficaUy ap�roved by the Owner. °1 � � �� a �_ fi a/p� � ` �y,, . -. � . . � ' ' n . —�-,....�' . 0 /� " " S �_ �,'vt� � ` � _ : - , �'<r'1�--�w 3 � � , _ � • -� . i f � � �, � . , � � � � e � ' , . �,� , _ - � f � � , . . �.__�__ - 4 � _ f , f ¢ ��,� '' _h1G_8X_�l.�x'r� ' � ' .���2X��'�� �' �_`��'1T . } � � . '�'� __ ,;t ��_�`�� $ � 1 . { � - . ' - � _ - - . < < * . , .. :-__-3_'��t1C�W�GS �'" � � �T _ �.�Gt� � �+��EJ�;E ' ` , _ �/.FaF�'- t�j6'vGdSS ��` ,�t . I 7�t'��'`f-� " " : .E � r STRUCTURAL NOTES AND SPEClFICATIONS STRUCTURAt NQTES AND SP�CIFICATIONS � ' t - ` ` L � _ . � . , �f �� /rV ►fi��tL �,�-� ��� ��� ,''� f =--�'�<_° :'�,; � , a � _ - � E - - � � 1. Uve Loods used in desl9n 6, W o o d � ` .; �/h/ra� ���.i� � � } , ` '~u _�- °� � _ -l��o.�. , '�',� ; � � ` x: �. „�� � ` - " 1,1 Fl�it Roof. ... ........................ 10(�P5F b.l Sitl plates and otht�r wood tnstqlled d�alnst , - y�� ; :�;' � ,;� �,,�;,,� r ' , � � � ].2 S(oping Roof............................. 80 PSF concrete shcyll be preservctive#recafier!or o�a � ; � � �;: " 1����� � ,�. ,;;� � �� ��� �s;�y,��- rx �4 a� -.���z4�vc�tc�e, � � 1.3 Floor. ........................................ 40 PSF � specle=restsfanf to dec T- ° ';° .�° ;, ' ' ,. '` ,�r_s�?�n.c, , �1l`• �w` �' � � *�. �°� �l2 D.Gj- ',� �- � j f" ' ' i �• � � ! ; 4 ¢1 , /1 ��e�L A � i. �§��`•' � V' e� ...aiaG ti � � • 1.4 Wind......................................... 30 PSF b.2 Solld Stock Beams ti� be� Douglas FIr LCrch �,�_ ,, . �. �_ 1.5 Seismic Zone....�....................... 1 densa seleCt stn�cturot ' ; . . _._. �; . - z ;� � � '� � ' �.3 Pa I t � � ` ' �.�" - � � , �f ' ro te ve�eer IcminatQd �oists, bet�ms and � �t� r ,x � :� �--�.- , " 2 Soits and Fc�nnda�tion Inv�esfiflation posts,shoil be as mc��nufoctured by Trus Jotst� � ,����T � ���,���.�',` =x�' ` ,� ro�'' .; °��� � �` ° � �n � � , 2,1 Revlew flnd Consult wlth the Owner's Sofls Corporatfon.Boise,Idoho. tnstal{otton sholl bp � ����' ° `��' `'°'' �� °` ` Y..,��y� � ,�j��y'.�,; °�,°�' ', � 1".r„�,�.R "f�� ra.�w,� ,. � , , F�'x ` a., y t��r '_ �r� —.!f.e(,.IYI 1� 'rj'n°„«.��* 'r �?} Engineer, os nece�sary: CTI./Thompson. Inc.. 234 In st�tct complfanc9 wlt� fihe Manufacturers ; • ::����,,t � s l{�C,s 4 n�+ "` -a`�' ;^"-�++"�-�;�8, `-,. . �"�, _,/._�, yy,� � ,�; '' °�+«1 • ;$ � a • Center Drive.Glenwood Springs.CC181601 tet.C303) recommendat(on �nd lnstru f n < � '` ;r� -.� ' ^,;� � o � �� � ,_ � ..:T�"1 ;�� �'.� � "f.[ r R p•.,. �,w.. ..kVj.�17?[[ i :� ��, � j ' 945�2804• C nt1@ t �� hr tt � .# °�- �,`. T,� ,r.. ,',°�. , �>�� .�.. -�'Yi°_.. - �,.;�:� ..r aE..� , 25 ��' - b.4 Metol .framfn . �Y, � , a � , o c o�s s c be as � � , � 2.2 Compfy wfth ali requlrements ond recommenda- manufcctured by the Slmpson Strong-Tie � ` , , , r , � - tipns of the report. Company, Inc. Son L�andro CA, lnstallation ' A �' � � 2 _ � � �� ��f//G�/ g_//� � 2 ��� �°A�-� ; shalt be ln strlct compllonce with the � Z � � � , � ��XS-�l 5 , � 3. Concrete Manufacturers recommendations and � ' �' �� - ��Et�lrr-����c�.¢ ' 3.i Design and Constructlon shall be in Instructfons. ''�'� � � acco�dance wlth the Americar� Concrete 65 Studs at otl headers, beams and ' -TY�iC'/GAG �'t7D7"lN�� � � - - - ' � � Institute Building �ode (A.C.I> 318-83) and conCentrofed loac�s shalt be_Hem Fir stud ��J-/�pi/ � �`•�. ,�2� ,�, � � � �-SON'-7L (A.C.1. 301-72) Speclfications for Structural grade`or STD & better over 8'-0 . � � �� v �f,,�N � ` _ ��.�\ ,�=G" LoNt�INiN,J D �"�cz�'�x�p"�yav.� Concrete for Buildings. Alt concrete shall be 6.fi Sheathin� and d��king shall be as fotlows: ,1N ��_ � ���j�,f�, �,- v►13• #5�� Y>AY�TTT'OM,B�ie ' � ' , stone aggregate concrete developing o • Floor decking: 3/4' A.P.A. Sturd-I-Floor: - � �� �ao5 oN_sa�o P��eiN��_ � � � minimum of the fotlowing compressive 24' o.c., 23132; Exposure 1. # + g edges. �or°s 6��^��� �i�✓• G,�n� stren ths at 28 da from lacement: � . - -s �°° " � � .- 9 Ys p � Attach to froming wffh 8d na(Is�6"o.c. at � ,�. � � ' , , � , • Footin s .... 3,500 P.S!. n � r- ' - g ........ . . . ...... . . pa ef edges and 12' o.c. ot(ntermediate „, z = • Foundation Walls.. .. ..... ... . 3,500 P.S I, supports. Instalt with long dlmension e � `�t ' � ' ' � N `D • Interibr Flatwork. ......... ....... .. 3,500 P.S.1. perpend1culor to supports and continuous � �� �r#�cn�r�; . � � o0 � ` • Exterior Flatwork ............... .... 4,000 P.S 1. '` over two or more spans. Stagger end � �f� 3.2 Separote all slab #o foundation wall jolnts. Glue #o froming according to APA � � W � intersectlons and all slab penetfations in Specifications. � � \� -�� � Q o j accordance with the soils report. • Extertor wall sheath(ng: 5/8' oriented � - -Tp w, g�_� � � � � Q strond board. Attach to from(ng w/$d � 6�:,� '� N -�--�,�+��r��.-� �;r�.,��- i � � ��%�� 1� � J u. � �� � 4. Reinbrcin� Sfeel nails�6'o.c. at panel edges ond 12"o.c. , 4�� �.�,�..� � ' � O o o W ���, 4.1 Design, deta�ling fabric.ation and placement at intermediate s�pports. � � W shall be in accordance w�th ACI codes and • • �°-�� "'��" _�-�} g •- - - � `�° n LL � , Roof sheathing: 3/4 A.P.A. rdted - _.�, ! manuals(ACI 318-83.315-74). h • - A ,�. _ <���a��. ,° � ���., �� - ... _��,:<• �.�,���:<�,��:��,�, ;�v, � �. _ ,� � _ s eathing 24 o.c., 48/24; exposure 1. � ; � y���< <- � � , ! � ao N o � 4 2 Reinforcement sholl be new billet steel Attach to fromin w 8d n fl ' .c. � � � & �F~K« _��,�tiAF > � O ; W as � b o `' + N � , A.S.T.M A615, grode 60 ponel edges and 12/o.c. at Intermedlate � a � `' �p t, : /�u�� - ,0.�b� =fl�� � �-aW�,� ,� � �rL+� ��0,�- 8�'p�/ �y+�° ' � J c*� c� N o O Q M� J r d 3 R e i n f o r c e m e n t i n o l l w a l l s s h o f l b e c o n t�n u o u s s u p p o�t s. l n s t a l l w l t h l o n d i m e n s i o n �; - - T,O L.-9 5�-3 i° �, � ,-R ���' ' � ; m � ` caround corners or corner bars provided f perpendiculcar to su g 0� `� ;�;pW y��5���„" �` �s `` r'0 W ,5-.�-�' � O U � �- T, � � pports and continuous � , �� � �, � Z = . 4.4 Lap vll splices 36 bar diameters. over h�vo or more spans. Stagger end �i � y � �,j, -� c� V ° o � , � �` � � ' ¢ cO W co < W ° � 4 5 Provi de a minimum o f 2-#4 bc,rs aroun d a l l jo(nts. Follow A.P.A specifications. � � °� �,,, ��.� _ =•'�"�"" �"'�" ; � �, �sF�'S77��`����4, 5/,U'r .-"'t � S�J° �11aLL " � � , , ,: . �. N .�i��,, +' �� � �:^ � J � 00 � � 2 ¢ �r � - O = U � W op�nings, extend 2'-0' beyond openings 6 7 Provide solid blocking under ful( areo of all �,� , � � . 46 ProYide concrete protect�on for posts mdde up of 2�2x 4 and la er. .-'' ���'�`'`� `��'��� w� � � � � fi -��' � sr� � �� � reintbr��ment as follows• . � � ~ ~�•�°�_ �,° �i � � N `r� �� � . "�� �� , Z U Z ° _ + Conccet ... ... . . .. . .... . . � :.�: � _ *�r',�k�,�� +�' �� \ ; Q (� � � , e ogcainst earth 3' /;� .� kt � ., ` ,!1, t �-- -_ � > � J � a y �. Concrete ptaced In forms but exposed to � � �,� = T•� .�� �. cn Z - • �� b - -T1�Ht-9&,=�,� +'� �, , � �' � > C`3 a Q � o ground or weather(#5's or smaller).. ...1-1/2 M _ � T.��c �u ti , � �..� _ ¢ _ � 4 7 Tack welding or weldmg of rebar shall not be \ e �� �'� � r � . L p,v� m B, �/,� �� # � m N �,. w � � ' permitted. � �- , _._ � � ; ` 4.8 Wetded wire fabric to be b x 6 Wl. 4 x WI, 4. ' � � "� T`�'"�'Q'� � ; � � �L� , e;. ' �D P.�SD ��p i� T,O.It/. 9B=g� �'� @ � � f� Z W o 0 2 ,� � 5. Steel ` -��?��ff�'-��� �E���1��tt� � � y � � _ _ +t� 5 � i � Cn x � � a � � .�L' _ �I ���iX,o���jt�1�! _" `� a �d_-Q� - r 2� 3�3�2" il�-9i �i . �ip< � � W Z O � W ` n 5.1 All stn.,cturol steel shall conform to ASTM �� %�'¢ /-- -., .� W W m � � serial designation A-36 " �"-` `�`��3$'����� � � D '� � '� - ° > Q W � • 5 2 Cold-Formed Steel Tubing� � C '�, 0 � 2 � Sz�PF't' � � �_��4 r ��," ,h„'�� �2, o��, �r� �� � � 111 � Z Z � a r ANSI/ASTM A500,Grode B _� � � �� � �� _ , _ ti+ T,'O.P 88 , , ; � !� 4 � �-- Z m Q W � � 5.3 Steel Pipe: ANSI/ASTM A53 Type E � - - ' � , �X� , ����� • r r��``�� � � � � � ~ � � � � k �fl f'l.F.� Q3��/u 4 ,,���� r T'¢��B�ct_� Tt�tN.-�5/O;�` � i ' � � � 3 °_ or S Grc�de B >�._. 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L�`� G i� , ' i ' - ' ' ��� � M ��� � � � � il � � � ! � � �. ,�._.' — ' ' — �- ' L � � � _�sC�IIKT L � � � � t'� � � - � _ , �- - - � _--__ .�, _.' � � � � � r' � W � - - - ' i �.. � • � � �a�'� � ��D�-✓',A16•-� _ ��{i2 5f1�9=F�C�+�i a � � • , — , � ` - ; .TyP; - C-n�i�@�of3N6,�5,� � � a�. , ` /�¢�Xlfi���G,FML ' � � , � � � "u.'�'�`7'JI��L�l s@/6 C _ ( { �'1�3�l�2t0 t�iiN 5 - � \ ' _ t��/�'�� -�.- - - � � � — �� _ __ __ _.__ .� , _ � ___ . _ --�i � r ,�D 25 �✓� 'o c. � � G - t ' � � ' ' � o , _�-�xT�/V`i- D�v���le /eoa� u ^" `� �' u � -��.lY'L`�:�F I����=�P.��.� ____._.__. , � � � =lt ,X , � � � C� � . `�- 9./� �F�L '� , �g�i .&G:7L�7=��p� ' ' � � Z `t��, , " � � � � 11` 2 �: � '~ � � � - , - � ; a � _ , �'oa� �le�M f �I� I°�AN-� , "� � t � ' � , - ��g �i ,� 1 : C�„ - - �� ; � � . ; � � � , � � � . . i - � , � � ; � � r � r � , Y ` � , � � ' ' � t � 3 1 Y• _ � ; .. +It V ``/` __. . . °y' -- - ' _"_.... �._...s ' t _ � � � ,� , � ' , . • 1 ; r� . : 1 � � _ W V ' . , t < ° - -� - ,t . � • � � . w = � � � � PLUMBING FIXTURE SCHE�DULE - � � PLUN1t�iN�+'►YC11f5JC�[D'�RECIFICA?tOI�S •�`�`����� �-� � ., � _ � � � - � y, Mark Fixture Fittings,Trim+ Accessories - ` ��1; informdiorY contained heretn iS.ttmifed to iocotion _ � ; � of fixfuras.�'. � �` • ; SH-1 Mtuter Bath Shower � � , , , � � � . ' 2 Flxture �nd trim aete�l�n shalt be by the Owr�er. ' t WG1 Powder and Master 8ath . Revlew cil �itting�, �res, trlm cnd aCCessorles � j Water Closet , _ ` dlong wtth routin�o�tiN pi�5(ng wffh the Owner prior ; ' � � ` to comnencement of work.� � _ � i ° S-1 Kffchen Stnk . , _ ; ! ; +3. R�ting of ali droin,wa�t�, ve�t ond suppiy piping j � � , L-1 BR 2,3+4+Powder Bath ' ` shaU be conceaf�within finished walls,floors and � F � . • � Lpvatorfes ' � C8113ngs .As procticable, do nof r�m any plping in � � L-2 Moster Bath Lavatories 4 unh�ot�d spaces or locotions subject to�reezing. � � , ; ` T 1 BR 2,�+4 Bc,th 4. Alt water suppt�lines shait be sloped for continvot� � � � -� Tubs positfve drotnage to valves located adjacent to � . the w�ier heater in the garoge. Avoid woter tines � � , T 2 Master Bath ' runninq lower than this etevation and as � ! Yub � appropicrte.attow for gravity drdinage ot the fixture i ° � and/or 7ose bib location wheR drofnoge fo this low � poiM ls not possible. � d , � o �, PLUMBiNG FIXTURE SCHEDULE � ROOF DRAINAGE NOTES AND SPECIflCATiONS � __-_ ; � � Mark Fixture Fittings,Trim + Accessories � ,� ��' �� � �� �\ ; � 1. Roof dn(nvge loyout as styown on #hese drawings ' SH-1 Moster Bath Shower is .sc�Finat(c and shoui�i be verlfied dur(nA - ' ' _ �O �� � � O ° const�tfon. Review finol layout wlth ifie Owner �\ �, \ / � Q r� ' prfor tocommenCement of work. � � � � �� ' x ' . WC-1 Powder and Moster Bath � - � ' � � J � � • , Water Cioset � * ' M � ' } � � 2. Roof dotnoge loyout, capocities and resultani �,...��� , � , { � �r ` � S-1 Kitchen Sink sizes sF�►It be th� respo�siblNty o! the plUmbing � � � � ; � � p �f i � °o � LL � tra d e controctar. Des�gn shoti com pi y with att , ���-�� � , , � , o _ ` c,ppliczbie codes, reAulafions and the j 4 � � � ! � ^ �� '�G. �'�'�-��� ? � � N � _ L-1 B R 2,3 +�+P o w d e r B a t h reCOmnendatiorts �f the Sheet Metal and Air I, � � � s � � � Lavatorie5 � i ? � � � � � � Conditiontng Cbrtifrdctors Nationai Assvciatlon inc. ' ; � ` } ' � � _ _ �,/09=3��' � O � � ° � ' � i � � ` ; ' - � O O M � o � L-2 Moster Bath Lavotor(es 3. Reviewand consult w�h the�wners Soiis ft�gineer, . � � � , ! � j }� � " __ _ _ _ _ ____ -- ___ _____ _ __ _____ � � � O U `'� E- •- � � � ' ` � � � l i ' � � � J .— C.� t�D � o � T-1 BR 2,3 +4 Bath . .cas necessary, Cri/Thompson, (nc.. 234 Center ' � . , � � , � _ _ � W � o � ° �ubs �Drive,Genwood 5prfings.CO 81601.(303)945�2809. � � -�.� �� ! 1 � + � � \ H i > ao �""' � � K , , ��� _ �__�_ y ..�.��. __._ ___v_�.�.w___. _ .� � �_ __..�_�.� a y �, � o ; � _ � Z � � ; , T-2 M b ter Bath w • � � � i � ' �/' � ° � a Q � O („� W ; � , . , � - ~ r . . . � ` 4: � �� �� �� Q3flTL+�P,G�l�ifC /� \� �/ � // \\` � : � ' D40RS AND WINDOWS NOTES AND SPEClFICAttONS ��� � O � � OO � � �_= " —=_- > � > � Q a S o • y � TQ/° �� �/ �\ ' � -�/°DF � � m � tt.i W 9 , , _ wOO�000n5 ' O,R,�8 ,�� , ' ` � ` � � C � ; a � � � ,� � � � /�A . A 3DG b GGAO P'�,qZc'�O _ 3�OiZ�f�Y X 1�0�8�2.�# �• Packa�ed wood door assembHes for exterlor , � � � � � ` -� � � N J w < o ' doors io be Semco 6-8 , clod heritage blue. �J ,� �� /�� �� ; � � y�� � � v- _ ' I / a 9 �' 1f'S � � �f� �91��" p - � z � O z < � ���, � -: �3��_� � _ , _ - ���'-py�_�..�,� N SmartR h(gh-perfomnvnce argon-filled Insulatln ' -- 1�'��N . giass. =L�s��,�.+e ` - W w m � ; � � � , , 2. Interlor�oo�s to be flush solid core hardboord foce � ----------- > ¢ W ` � d-� : v° c� ?.t�G� M Z�G.� W X` b���`t1 ° with panted finish. , _ - --- --- - -- - ` ------ -------- _��._._--- — , Z ¢ � t�A�: - �G - �G /±g3G-J f�i/VYe� �'1/ R/�.,ft7- �'�G' � f,y �3��� /! SPECIAIDCORS �,L �!/a -- f � �j Z m a � m � X � 1. Shower door to be, clear laminated safety or � W Q � � � ' �1`�F..r4��l�ST'�/yt ' � >- ; � � temperad glass (n poltshed oluminum f�ome. _ W o w � = o . .�� .-_ .G�F �6d _ _� _ _ _ �I!/z"�t�t+``.�.6'8��- _ 2. Overtte�d garage doorsto be 7° 18°and 4°smooth � C7 E- � � ��A , � Ac 629�'2 Mu�.:-iUrV �'v,�2 . fi��`t,t� X ¢�OfL�!t f in i s h wo o d w i t h insu l a rt in� r iA i d foam core C Raynor � W Z Q � � 3 � Regency or equ(volent). 1/2 h.p. electr(c operato� C� Q w � W � with fw�control units. � , � �; ^ Q � � g = D�it//NG �d oM �-� . � �z4-iz �vu�n� �r� _ ,__ �=of"� x ¢=o;�' N woo� win�ows _ ,[�LDI'� T�` ..�..-L� . .-�7"1 �� / � o �, � � � AG� � t. Awnln t e, � -� T �- yp casemenf-type and fixed-glass , U �; � �1Y/N���iti1 �� _;__�_ _ windov� to be �ieM�o SmartR high-performance ~ argdn-flled insulatln� gfass. � � � , ���. _ � ���12 = _ _ __ _ _ _ _ •�=�%i�'"...'iK aC ¢�4i�t�l't HARDWAR: 1. With tt�e exCeption of the S�-.�nc� doors, all � z • �S¢ :- Gf'��DGB� � _ � . � �%ff�N�X ��9�8�H_ hord�v�'e to be seleCted by Owne�. � O , ��'�4 : � GGY �S'I�- cUS'T��1�t __ _ �-�o� W �C 2-O� a� 2. Butts tobe Stonley or Lawrence, rod�us corners, 1- � U !-� • - 4 f!� !�'� �STliVI _ , _ �¢�.1/f utV �t �� 7f 1�2 P�- Der 4'-8" doors. � Z N � ������ �C��__ 3. POo�ge and privocy sets to be Schlage 'A' series, � � _ � 0 ` �,�4--:- Q Ac a�-�� _� ��5�a W x 7=9�' t� ! �t�T� # 1 e�-�-�- , 5. Exterlor door hordwore to be os supplled on 1 w � , ��i! , � Ac �L2�-ff - _ 2�A,�."rYtC �=�'�� ,r�,� , � y , S�mco door un1ts at enfry,pa#Io ond decla. Q � ����0�� �� _V' � ----- b. Al{ extebr dpors/doors to gorages to hove Pemko _. ���NT � o a si1�andwhf�e 6�-lon weotherst�lpping. k l �A.- � GFC� 2G�8 � €=lo%`�'�rV X 1o�4%�ar'f FtNISHES NCTES AND SPECtFlCA�.�NS i �� t ` �-- _f__ _ _����49PByr'�-w1��lG�t,�N-GL�-r� - _ _ �!�r N x 4�9>�� - � i GYPStiM WQLLBOARD - ; ,� .�����_�� __.. • . l. Atl wcNsond ceilingS shc�U be 1/2'gyp. boord � � � ` � � ��A . K GG 29,48�2 _ q!p%��`,�/ � :+¢�:O;d,a� finfshedwffh�Ilflht texture. ' ' . , � -- � 2 1 hour fl�rQted wCUs to be shearlhed with 5/8"type Z s i �f�..�--� __ GG 2��-2���.X�D_ � , _ �f=o i2"tV �t �4�i�'t( 'x' AVPs� boord. ' � O TILE i � 't�`tt:.y w _`-GG/`'48r23fo�`G-t�TGi'�f 77�A.r_°�:!�l�4LflX�l� �=o��11 �C_1'D 12��.�=,Pi�,''�i'. - � 1. Ceramk#ite sttt�lf be�nstaHed t�s defined in the . r�� s� J��� #2�. � , .. drrnNin�. 5hower vvalts to be finished with ceramlc ,' `� ��,��1 G i �`\ . ' � , , Q , , a tile• All�te to be installed over glass m�sh morta� . � � N k w�N���'s , W �% P�.. . GG 249�-2 � -O�Z -d K &�77" N I N��S � �D � , '9` 1N x '¢ '-�i H unit. Reer to drawings for locations,areos and ,� , , � 1� � � � W . ��� . L GG ?A118•2�lX� __ .�'r�Di2."1V X�f_�0�.�1L_____ quClntitles, ' �\ , ftLDE Zo_:N X 43�ut-1 OP��� � /� ; � �B�L�t�/N!.'�WS Fdi�'�v�`'�....� . � 4 � � �AT�.��2 � , • SPECtAlT1ESNOTES AND SPECIFICA110NS �_��l ?.A. / � � • � _ �_ _G� ?�4��3 _-__ _._ _ _ ____�__ __ _ _ � ;_ 2=0%�i''�N X �f���y�,' FIREPLACE5AND S70VES �P �F �:��l.��. � ` � �-:V - c� 7�¢4� ��� � _ - -- 2�-G��I�V X 9'-��`X T. LR. Uriit: Gds-fred as selected by Owner 2i✓l� �G, �B �ip , ��N/sht� ' o L � ' � C'�ENERAL NOTES �• ��"'���� t � � 6 P�'�No G W � �-----------�_ T-- -----� ' � � :LE/QT/GAL hG�UG.f-! G�'-,�Z.L�3�:��'�'�Y.�I�L'Z?1�Y5_ _____ 1. 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