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' � � � � \ , , � _. � � , �� � ��, ` y t� ` � � � , - � - ' p , �, , � � -� . � � � _ � �. , � � � � ` � " � - _ ,, � � �"� � �, , ° - . _ J , ; Y , i , x , �, \ - �" ` t . � „ , f ` - _ � 2.3_ ' UPPER L�VEL �LOOR PL/�N - � . � ` , . ; � - � - _ - � , _ �w , > � ,, - - . ,. � � - i , � ' r , , , ` _ ; - - r � , � `'� � \ � , - � - � 2.4 ROO� PL�N � - r � � � � °_ '- - ° - � - � ` '� � - � " _ , Lor-2 �or�a � ` � � � � _ � " e . ' � ` _ `. ° , � / � :� � � � � � � ' � � �A �.I NORTH ,�ND 50UTH ELE\I�TIONS � � � ` � , � _ - . ' a3� � , � - _ . � ,, , _ . _ - - - _ � � ' � � � < < - �� , Y � , , . � ' : ' ; _ _ _ _ , _ - , , , _ , , , - . - � , + - ' , � / _ _` �� \ � , � � UTILITY � 3.2 �AST ELEV�4TI OI�t . - �, * = " � 4 � � ` , �' ' � , " � ` �. _ LION'S RIDGE LODP, ' 'c` . � ' LOT 2 ' _ '` _ � / ` EASEMENT - �c 3.3 WEST � - . _ , � .. � - , �; . �,.0 , � - �r�- ' . � , . > . �� � � � 1 �C � � �L��l�T101�! �° f; . � , u . . � � �`�• -, � ' - , � . r - - _ � . � , � , - . " o � 1 - � ` � _ � � J� \ � � - � 4.1 BUILDIN6SEGTION - � - � � ,� � � t , , - ; � , - Q . , , �' ' rn - DR. • ° � � - _ � ` -� - � � ' � \ `� � � \ t'�' � , � MOR�4INE _ / � � / � � 6, _ . i° _ ' , �� ° GHAMONIX RD. � , , ' - � . , , - _ y - , - �Gj$ ` ' \ ��� /\ ` \ - \ \ �� ' _ - - - V - ('(� N� � ' � ` ' ow 5 � - - � - _ �2� � � � - , � \ � � � - � � - NOTES: r , . �"' � � ., ; , ` � _ � MEP�17 � _ � r � ` l � � \ \ ` ` ` � , l� � , G� �• , ` � ` ; , " - ' " ; RIi7 ' , ' � , ~ � aoo •ko.�� � � `o � � � ,/ � � _ �, \ \ � � � �.) THE 5UR1/EY DATA AND EXISTING 1U � O , T ` , ' , ^ - - , , . _ y * ' A , , _' , Z6 ` \ ,o \ ,� / �/ , ^ \ \ \ , \ \ ,\ TOPOGRAPHIG D�TA INDIGATED ON THIS V _r` - � , , � NORTH FRONTAGE ROAD � � � \ \ � � _ ` \ \ . ,� ` , � � PLAN5�5 TAKEN FROM THE FOLLOI^11NG >„ � O� � � - ,r � . , � ` _ � . " _ ' , , \ ` \ � �j 1 ` ` , ` \ \ \ � \ ` ` \ , ,4 PL�4N PREPARED BY EAGLE VALLEY � m X ` = _ . INTERSTATE "1C) . � , ` / C . \ \ � � 5UR1(EYING, 1NG. DATED 2-Iq-82 AND � _ [�_ � ; R � , . ' - ` , ' , �� \ �s \ � � \ \ � - \ ` \ \ \ ` \ \ \ TITLED• � X � , � ' ; � , � . , ,•' � , � �� " � ' � � ` _ �° , � �Q \ \ - � TOPOGRAPHY LOT 3 UON S RIDGE , -.l O , , r � � � ' , , ' � , � _ -��`G� ` \ \ \ - SUBDIVI514N FILING NO. 2, TOWN O� CD �� � ' ' ` ' - LIMIT OF `� ` \ ` � ���� \ \ `, , � � \ � \ � \ \\ \ , � VAIL, EAGLE GOUNTY, GOLORf�DO � � • � -O , � . _ � � � - �! i G I �l i T'�' 1�1'��'' � � . .� �� � : _ , , DISTURBANGE ,� \D/ _ \ , � \ \ \ \ ` \ 6� - Q � - NORTH FENGING ' �/ , _ \ � \ ` , � ` \ � \ . \ �• � PLAN PREPARED BY EAGLE VALL�Y � � � T�' � j ` � ,. ` ' < , F - ,' SG{�LEr N.T.S. . - . n � ' ' ` '� \ ` \ \ \ \ �+ SURVEYWG, ING. DATED I-2-02 AND V Q � , t . - � - � � � � � \ � � \ � \ � \ - - � R � ;� � , , � - , - _ , - �, � � " `> > TITLED: � � N � ; � , ` _ , - � � \ � \ ' �' � �' f � ` \ LOT �� \ \ �� RESUBD VI�ON OF O T 3 ULtO Y'S RIDGE � - � _ � � � � � _ � �� \ � � � \ � ` - \ ` , W�ST i�ARGEL � � ` \ \ \ \ \ \ � SUBDIVI510N FILING,NO, 2, TOWN OF _ .V � � � , • , ` , 1 i � � `�. , � � \, � /�� � _ ` \ ,t ��.3353 AG.� 1 � ` V�I L, EAGLE GOl1NTY, GOLORADO � Q , O _ `\ � � i�J� � /` \ � ` 1 \ \ � \( 14, 60�.7 S.F.) I , ` ` ` \ \ '� � CT � . - < < � �, � �. ` � � _ ' ' , _ ���, , � � � ° � _ I \ \ � " ` , ,- ' , � � � � 1 � � � � 2.) DATUM �LEVATI ON= y � �' - r, ,. � , , , '� � \ �'�,�� \ � \ � � \ 1 � \ - , , � z . � ELEV/�TfON 9a'-6" ON THE FLOOR ���: ", ; ` , _ � - � � � �/��- _ � ��\ � � \ ` ` � \ - , , , \ \ \ ` \�-p ` \ ��, PLANS; �LEV�TIQNS,-AND SEGTI ONS �. � , �V , , ' , _ ` ..,� � \ \� �+� � ` l , \ I , \ \ �,� � \ . GORRESPONDS TO ELEV�TION _ � . . _ � � �. �s / �� � ���, - � \ , _ \ \ � i ` \ ` ` � � \ \ � 8175.60' ON TH15 SfTE PL,hN. , � F � � , � - ` . � / � - _ - �' � � \ / �'o ' \ � \ \ \ \ ` w ' , - ` � � \ TH05E AREAS DE5IGN�TED TO BE - . ° ° ,/ , -. ` ' _ , . - - _ ' . � � � / ��, � � � ` \ ` , ` , ` � � \ � \ \ �'� ` \ 3� REGRADED TO � SLOPE STE�PER THAN , �,� � , ` - � '\ \ \ \ \ l \ ` , \ ` � ' / 1 \ \ � r I �yp 2:1 SH�LL BE RE�IIEWED BY P� SOlLS �,a ,� i ,' - , � � � � , \ � \ � � 1�, � - \ � ` \ , ` ` , � \ ` � EN61NEER AND WILL BE GR�4DED IN _ - _. _-- � , ' - ' Q� .� .\ � ` \ \ \ ` , � � � ' \ - REGOMMENI�ED IN HIS REPORTREMENTS f,� _ � . , . , � � - � � _ � .� � � \ � � � . � \ � _ \ \ \ 1� \ � \ � \ _ , . __ � , � a � � � � _ - , � � � >> � � � � � \ ` � \ \ _ � \ � � v _ , � - , �� ` // 4 �� \ � \ � _ � \ , ` , � � 1 4.) EX STING UTILITIES PRIORTI00 �E STf�i7T ,: �/ ! . ' , , . 1 / , � �` �\ \ \ � � i , � I , � / � ` ` ` \ \ , OF EXGh�V�4TION. , +�'- � � , . , , \ �r / � \ � � r , , ,.._ - , \ � \ \ 1 - , � . . '� , � � � � _ � � _ , � � � �\ � \ � �, � � ` - \� � � � � � � � , � 1 � _, � � � . ,� - - � � � � � - � - � - � �/ � � �- '� � \ !� � - � � . - � 61� , 1 � \ � � . _ � ,. �o � , \ , \., . � \ _ � � �_� _ _ \ � � \ � 1 . 1� � 1 � \ � 1 \ \ \ BU I LD�BL� �R�� . _ � ; , . � _ � � 1 - ' � � _ - � =� \ � � ` � � � � � ,� a � � � � � � \ � � � - , F � � . ° I. \ � � � �� - � ��c 0� 1 � ` , ' 1 ` ` ` \ \ y � THE EXISTING SLOPE FROM THE NORTH PROPE1�TY � � , � , � , - � � . � � \ \' `� � , 2� �\ ` \ � . \ \ � LINE TO THE POINT WHERE EXG�hh�lP�TfON FQR THE � � ` � ` �. '; � ' i _ / I � � \ � ` � � ' \ `�a+ ' S l \ , , \ , \ GONSIRUGTION OF THE EXISTING HOUSE_OGGURRED � , .. _ - . � \� _ . \ \ � , _ � \ 1 \ 1 � \ � - _ , , , � - , � , � � \ _ \ _ ` , \ \ 15 AT AN AY�RAGE SLOPE 37�. THE SIZE OF THI5 � � & , . .�,,, � �` � ~ � . � � , � � ' , � , , - \ � ` , , \ , , � � AREA I� �QU�L. TO +�--8,2.96.66 5 F. , � �" . � �' • ; � � WEST UNIT �� \ ��, � � � � � \ ' I I _ � � ' , � , , � \ � N+ , �` � �- -� � � .� t �' � �� I s � , � � � � _ _ � � ���� �' � � �� 1 1 1 � � ��- � � � � �- � , \ . � �� �\ \ � � � \ \ � \ \ 1 � \ - �-- � . . -���� . � � �'�, � � 1 � I , � � � � '��� � � 4� � . A �_ ��.\ � � � �� 1 . , _ ��- - �- �- ,� _ � 51 T� GO�I�R�C�E SUMM�R'�' � , , �. . .> � ._. �gA UTILITY - EL=1�qA. � �. � � ; , , , � , � _ � ` _ ��„� r � � � _ � , �� � �,� � J _ _ � , \ � � EASEMENT ' " STUGGO ON GONG. \ r w \ � � `�OT �� �_ 1 \� � � _ ` " � _ \ C . � �►-=i8 .o� � ` � , \ , ` \ ` � TOTP�L LOT �4R�r4 - 30,7�i6.�t S.F. - t ' ��� 1 � � " � , �=01 ° 12' 1 " , EXISTING �RET/�INING WALL , ' � I WI� _ \ , _ ��ST i�ARG�L ` , � - P , . � \ , \ . \ � _ BUILDING , p�P�p _ ' 2 o FEN (� ` ` , - • . - R=GB.q. 93 � - \ . � OUTLIhlE - ' \ ' ' � \ ` (O.371`7 AG. 1 ` ` \\ 1 1 i�- . (� � , ' ' � � � . L=20�.78' . � , � �=�_t_►.o, � .\ �```` '`Yy�w � � �' ' ` \ ( 1 b, 191 .2 S.F ) ` ` _ _ � - (1 a , -_ ,� ' rr'� _ � \ (2) EXISTING � � � \ -� , .�� �, ` ` - _ ` � , �LLOW�BLE {5go 461a.5 S.F. � ...: , � � ` T i D_3q _ � � � PP.RKING- _ . � HOT a \ �(�` =�eao , _ ,� _. << _ _ , - ' ` � � 1 \ ` \ , '� , . , , � , � � � 'Cp GLEN-2o. 18 _ \ SPf�GES - � \` � �\ � � � 1 ` ` ` 0 �/ , � , - _, �° � � � � � -�\ BRG=S 60°Oz�oq"� 1� � _ ` _ , �B :,� _��:�" � ` � ` � � ` � ` EX15T1 NG E,�ST HP�LF = 18�5.6 S.F � --� O � s � ,.� �,, ` PA 10 \ O� � o� � � � � � � � � � � � � � > �� � ` ` � '- =_ EL..=1?74 ' ,�, ` - _ � ., , � - , _ - , . � 1 „�, .,� ° \ EXISTING WEST HA�LF 1,52q.0 5.�. ,� � �� ' � , \ _____ � » y. El...=1 b' '� ' '` "� � ` � _ EXISTING S '22 01 �y .� , _ r �-- J � '� \ PARKING 03 ' � �U�,3f �` , �`'\ " >` ` ' ` �_ 1 , \ \ , , \ � , TOT�hL EXISTING 3,404,6 5.�. � � , � � 1 ""_ PATtO -- �,»,,.,� .� '�;� � ' .�, \ i ' ` � � � � � , � SPAGE � � � 2.49' - , ,�;, ° .,. �. �� �`���rs n� � � � � � � � . � , � . �=in.6 \• � °_�`��� � "� ����rry`�:���"�'� �✓��, �' , , I � , � � . - ` � - , ' � ` � � � ` , - _y ,, �� �,�� , �, � � � � � � � _ .._1 �� � . � - � 1 \ / � BU1�DING ,y� '%� �� �?�� s�`����,x� � v �; � ��, \ � � � , PI�NTER' ��� �`�,'�""�� ��� �"' '�, `# �"� � > i � � \ PRESENTLY /�YP�ILABLE 1,214.1 S.F. � � , , � � , , � �. � „�� .��. �� � 1 � � � 1 � � � /( 1 �/ v _ . � � .. � . . \ g ENTRY EXISTING OUTLINE s: x rtp'������' 1 '�' � �'�'o , \ , \ / � - � . , � � �" kf �, �x>. lS` 0 1 ` }, ` ' , \ - \ \ , � \ 5�• � UPPER LEVEL ° _ � >� ��»�^;��; . =�`� � ���W�"� \ � H3' , � 1 � / � � � \ , , 1 PRO�'(�S�D = . `��6.5 S.F. ` � ` , � � „ � EL.-8175.60 _ � �y. +n���.�� ���'����x��.�: ';°��° � �k � � ` \ � 1 , � - � _ � ,. �. � , , _ � � � � � � � , 6 � � - � ` _ �'��� ����wzu��-� �: � d� � � � � . � _ _ � A� (qQ-6-.5EE ... ���'.� �' ,',��,,.,t� ��� r - `�,�� - M 1 `'�' � � � / � � � � �r _ _ �_ , � , - , ' � � oj`L� - NOTE NO. 2) ` ` � ���. ��'�,,����'�,� ,' .�t"'` ,Y `��� ,r. �, `�," , � � � � � � _ - . � 2 ��;� � , �./, � , _ A � � __� , s � � _ �� :.�; ��� �� �� � - � \ \ 1 1 � O . ��., , . , � � i� AL _ a � , �j� � �.x�;:� � � \ \ _ ` � / ' \ , t � 7Y � ; ~ . 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' ��. �.� �.� �—. � � -'�- v�� —�-� ��������/� V✓��C � — _a �-_a C .�_- �Z_�� .� � �. .�.� � .�.-�.. �� �.+ I a ' ` Y _W �4 ` �. � , - . . �, , _ �, - , . � � - - _ � �--- ROOF�FI n ' v I _ _ . � _ r � , , , _ , � i - . _ L .� �. — _ � � i. - - - - _ --=--- _ - � J - � � , - _ � . - , ;' � , ° ` � ` '-� � . ' � _�-, - _ � • .- - -. , I . - _ ~ - ._ w �L� — - -- = - � � f I �_ � - - � � . . , . . � . z z • , . - . � �I - I -- � � . � . r , . . , � � � _ _ _ _ . _` _�.��_--_-- --- �-.�---- - _ _ � I - - . . � � . ; ,, ` � , ' , �, , � . _ - � ' � ' . 1 � ( - = , __�6:�? - _6:�_ � � - . _ - , � � il -` ' _ _ � , � � , . � , , ` ��I ` ( EXISTING , _ ' W �_ � I �_ ' � � , . �-•- ROOF BELOW q � --- ABOVE ROOF j I _ _ F, ' � • t ,� � ' � , � 1 „ _ � — ° � � � � , , , � , ' , � . - _ , _ � � _ - � - ( . � � , _ > -- -- _ f � , , - _ _ . � . , � • . � - � J � - - � � . T� - _=——_ ` - - = i � � LL . , _ , _ � - � , �� , , � __ - _ , � � . ..., . . , � . � _�- � . , _ -. , , , . , _ � � , _ _ � y , . , _ _ ; � . _ - _ , . - � . -_, - _ � . , ' � ► _ - . , _ , _ — ---- ; � � , _ . � � , ,, �� 4 _ , ` , . , , - , . ._ �_ —._ — — �— ;_ ` �T � — — � � � .�. L^ � I , . � ° � -_--- � EXISTI�IG � I � , , � .. , ' , ,' . � . , __ _ . � . , ' . F - , , ,� . �..- , . . ' . - ROOF BELOW � . . � � - r ` n ' . ' " � _ ' ' ' } ^ ` ^ ✓ ` ' � I ' ,s ` i ` _ N • � � � C`j ' ` • � y � . _ • r , , * , " ' , , - - _I � . � _ , . ' � { � - , � - �° "� , : � ` ` ° " � ' � _ - - - . C - ` " , - . � ' , _ - EXlSTING RIDC7E ' I � Z - , � _ � , � < < - - ; . _ � � , , � � , � � , � � _ � � - , � _ _ ,� - - � , , � � .. , _ . , - � - ' _ � � � ` � I 1 - _ - ` . , , , � I � � �- "O � _ r .. � _� - a . _ - , � � �_ _ , . � ;,- - _- _ _ . . � ' - 1 � w � . ' - � � Q _ i - ' - . , _ -. . � ,� � , , " = . ` ' ' � _ ( �� _ ' ,- . < < -- - , _ _ � I � - � � � _ 9 � � � , ,� . � , � _ � _ : � . � � - �: � r _ � � �� . � . ° _ � : � - �- � � � � � � � � � � � _ -� ` _ - � �, .�- �� � � � - � � ' - � � � � - � � � ° - � �- � - ; � - � . , � / f _ _ � v, , . _ � 1 _ _ _ , � � �� t �,, ��_ .. � � �. �� > ' _ - � ° � � _ � ` �' � , � - � � , � � � � ���� 1 - ' � . � � ° � _ � . - - � � � � � - � � ' � � � '_ , , . . _ , , � . . . . ° / � , _ , . , - f � _ , - �- -I + . - � ' 4 . , ' - ' , � , „ ll ,/ ° , _ , ' _ � ; , " _ � • , — � - t � . � , � � - _, � _ _ � : : , - _ � �/' _ -� - .. � ` � - � _ _ � I . � ' V1 � � �" , k '�^' A � , _ -A � ^ , � ` ' ' f/ � ` � � J _ , � I ` � � - , � ' ; � ^ � `^ „ ' , . , � , '_ � -- - . , � I . _ _ , - , , _ - ' � ) __ . - � �` . . � - ' � I � � �J `_ -r . , , � ' �' � � � � z . , � � � ' ��l/ , ', _ � ; � � : _ . ' � � ; � , � � � _ � , -- . : ,� . . ,� , � � , - � . '/ � - � , � ° � - � � , ' - - � � - � ( - ' , _ _.�.._l �.� _ _ . � „ . , ` , � ` � � � - y � �� / � � � _ " � . � - �� _ � ^- -T=�_T_--T - - _T_��T=�_ J I . A � l.(� ; � , � � � . � - / � . , --r --� r , �, 1-- , � ' ���' , . _ _ t , , ' � � � �- � - - , � ��� , I f _ _ � ,�- � ' { ` , _ , _ , ' , . � ' y , - ` " ��� , - - � - , � � �� f � - � � - � ` Y ; i _ . " �: �; _ ` � - ' ' � � � - � , � � ��� � ���� ` ' � � , � _ ` , , j� - 1 1 � . , , _ � , � . , / / � � , � / _ - - - - - - _ � v ,' _ � ' �_ � � � ` �- ' , � � ._ . f ' � ' - � ' /� ' � �\��� , ` J - ' , ' Y ` �'�� � � — , � _ _� - - - - - -� - - -- - � � � —J � _ _ �� `' � , � , � ' : . . , _ , �.� ^ _ y � �� , � - _ , / / _ / � ' ' - , f r ` . ` � ' ' �� � � _ � _ " � ` � � � ' �� _ � , � l � � � �,� � , � _ - � � � � , , � , _ . e � ' _ . , - � _� � , � . . f _ _ _ , - � . , - . ' _ _ ' _ : �, ' ` � � y _ - - . � y - _ ; ' � , _ � ' � - ' , ^ . ' \ - � . � � ' � � , ' a , , , '_ -, . , , , _ - ° , _ , , ` " " _. ' - - " _ - . ° ' ' " - ` _ ' - , , ; �. � � - � " ' -� - �� , � - � , _ _, � , _ , . , _ - - _ _ _ � - f� > > > < : . _ _- s � _ . , . , _ � _ - . � � -. . � . _ u���� �����.. ��.:oo�� ��,..�� _ ������ _ � _ r , _ Jn . ,. ,- � . . � � . � . � , . , _ I�ate: 2/25/02 , � • ' ^ � � ` , - - � ' ' . � " l _ _ SGAL.E: I/4" = I'—O" - ° ` - _` � ` ' - y ,WALLS TO REMAIN IN EXISTING HOUSE � - � � ' � �� ' � � � � �� � � � - � � � � NORTH � � Reyised: � AND PROPOSED �RAME WALLS IN THE j]{ZB �/2�'j/02� � H ,. � , � , , . , ` , - - - - , � - � . , . _ . ADDED GRFA -.3q8 I S.F. � � � , � ` - , , - , r , - '_ , ". ' , w s s - ` . . , � , � - , , - - � , , . ; � , �DDITION y , � , _ 1 : , . _ _ r " _ , , , (S�E SITE PLAN FOR GR�A SUMMARY)� _ `���lL�'1G� EX15T�NG W�4LL5_TO B� REMOVED ' . _ , , i � s , � . S . r I ' � , ~ ` . .. ' t , ' ^ -• i Y j � • ," _ s . -.. � ' * " • ' T ^� p _ ` •, .. i ' ` , � �-, ',, , . . � ; � , , , �4 � � � , � �� _ ' , ' , ; , � ��, � . , � , , — _ � � -. ` - , � , � � ' .� - m � � . �. , , � t - _, � PROPOSED WALLS WITHIN THE EXISTlNG ' , � � � � � � � � ' , . . .� , ' � � � . - ,. f -, , , � . - -, - , , ; - � , � . , , , � � ' . _ . F � - � ' � , � r _ , ' . " ` ' • _ � , , ' ` . , � � . _HOUSE ` , ,. , ' � ' ; - ' - - ' - s �� h + a � 4 + ' L t ` � � A ` t 1 �A ^ [ . T t y �{ ; i ' "A " � f ' ` � 4 � a ^• Y ' .� _a ` n . r t ' � ' . , �, _` � R ` ` � n ' . y ^ 5 r b �1 � � • � � . � � ' ' , � _ ` ,` , , , . , ' , ` , - � � _� t ` � ' � rz °" , _ , . , - , n _i� � ' " , ' .r ,, , , _ - �,. -� . � � . PROP05ED GONGRET� WALLS �, , ' ���,I �✓�� - ' � -_ =, > �. . ��� ,° . _ � , , , � _ � , . . . � ' �, � . _ , �- - _ � , - , - � � � - _ _ - . _ , - , - _ � r � - ,�h�et Number � r ? � ' , � ; '�j { � . _ .. � , . � - , ' • . _ - . � °3 � _ '� -� , � - , � ` -y , ' ~ ��� 1 �� ���� f �� (. ' _ , + ,'� , , v�'_ F `k ` ' . _ , _, ; _ / , +_ . ,- y - f _ ' _ > ' " ` _ _ � , . y � _ ' ' , � { ' � , - - , ` _ � ~ a � ' � x � , r '� _ . .. - , . - _ , . � ` - " ' " , . � _ ' . ' � 3 ' , � ' . 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C ~ y' „ " , . -� - -..-� � ... _ __ • . _ .. 1. , TM �. � + � � _ _ ° � _ _ ' r 4 _ � � � t r S I• ` . s � ' ' s Y � t �i t + ♦ '_ ` � ' k i � x ♦ , � t ' � ` . �. e . . » .. +e ` � � ` s ; , , r � :, � _. - ,3, , ._. _ - � � , _ � . - - . � ' � - � ��I�TI��i� G�NST. �i�0�'OS�D �DDITION � , � , _ � .Q . -J--� _ � _ � � - . � � � � , � - _ .- � � - . � � R - � n _ � - � , � � ry � - _ � t� �, . } � ; 4� ! ; , ti, y_ y . , , . „ ; . . , , _ } ,. . . . � _ . � - . _ _ 3 - � . - _ _ �- � , _ _� y y� ;�{ _, ; ��v � -. � , , . . � . . � � , _, _ �._.._ _ _ _ � . � - � - . �.�1 , - - -° � �,� � �, ' ` , , - _ _ - _". . ` . -� EAST UNIT � ' � � -� - � i .. , � - - � ` , � - : _ _ • � , , � . , , " ' _� ; _ _ - . _ ENTRY LE�/EL _ - - , y, � O - ` s �,4�.,- ; ", � � ` , . , � � � . ; � - . _ � , � - ' , � � . ` , ._ � � _ ._ -__��_____ — — — — ------- — -- — , — _. � � ._._ EXIST. FIN. 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' - - , _ . _ � _ EXISTINC� - , _ . � __ ,� . _ , . , � O tJ � _ � , : _ ' , - ' , , � . \ GRADF, , - _ � � - ;, � ' � �� h _ ' � _ _ - � r ' � , . ° _ ' � . � 4 . - , � � � ,> . - � , . � � _ _ _ - � , � � v ��" � '` - �� � � ' , l _ - �� ` , FINISH GR�DE � . _ M�`" - � ` , 4 + � � , ^` � - � _ _ L� N Y� r. ° . , > , - - _ _ � . _ - � HiGH POINT - ` - , ' . - - _ _ - N - , ( f _ . } � , , . ,. , � `� � ; � - , _ - �° ' ' � ` ` - , ` � �EYOND _ � . � .' � � _ ;, . � . ��,� - , ' _ GUi`fER' WITH 50UTFi ` � ' � � ,, � ; _ � ` ° - , � ' ," ' , � ^` r , � �_�� END OPEN �' _Q � � � � r �' , .. ' , ; , , ' ,� _ ' . � , � ' ' � . �A � � J " _ �'� GU7TER WITH ' , ` , ; � , . , ' , . � � ��... - � j ''- _ , � . , , �,, . - � t , ' `� . ,� DOWN SPOUT � � , � - ' , . : , ' ' - WOOD TRIM T(7 MATGH � � , � < ; • - � , ' ' � Y � - _ - � � = _ ` - , ` - - , '` EXISTING � . � . , - • � � � � _ . -'�- ' _ ', " , � � , ' . ' - ' ' - � j�,. - ` a �� ' � . - , , - ' ` � � - � - ` � � • .�j , . ' a . ' ' � . . , ' � � m ` � ' - EAST UN1T �DDITION - � - . , .;� , - - ` ' - ` , ` , - - { _ . �PPER LEVEL. T.O, PLYWOOD ` ' ^�'+�° ° � . , � � _ j } _ � . A ° - � - , EL.-- 112'—D" _ — � , , — — • • . ' - ,_: , _;',.� ' y - _ - , _ � _ , ; ' � _ - , � ` ," ' , N . � , ^,.,,�.__,.;- ' _ ` . � , � `i _ , . , , . , �, � s � STUGGO TO Mf��GH _ , •,• " ` f , . . . _ - � _ ' , i , � . � � ` EXISTING � r ; .. �� . . _ � • - , . � , , � - , \ ; • ' ' - _ -- _ ° _. _ _ _ . � • -- - — � " ` �� � � METAL GLAD WOOD , - _� ,.. - _ , - , � . � � r � . ' _ - . , Y ` , � . WINDOWS TO MATGH � - - , - � A . : ` � � � �, EXISTIN� � t' • - � " � � - _ ` , - - ` - � " r��` - � , �� 5T1JGG0 GQATED . , < _" � F—" .." ' ' ' , � . � , ; - - �, , � , _ . GONGkETE i��'AINING WALL - < , � � '.���� � - � < < - � , ` . ' ` . ; � - , - � ' , , _ _ _ ' ° I��t �" , � � " • � - _ _ . , ' � . ` � . ��' , , : I � � ' ` ' _ ` � EAST UNIT �4DDITIDN " � �� `i �I i( �,J 1 '`� ' �� � ' � � - . - ,f,MAIN LEVEL. T.O. S�AB , � ' _ , � � , ._ ._ _ _ ._ T. ._..�. � �� • - _ � �-- , ' > - - _ EL.— 102'—O" - - _ t� �l� f � - _ _ . , , � E � � ' - L1NE O� RETA.(NING WALL FAST UNIT � — — � �. ____ , _ , ' - , � - . , f - � _ EX15T. FIN. FL. � - � , ��. - � t ` � I � ', • , ° , ° AND GRADE RT PLANTER � �� , .�. — _._ _._. _ _ � .._.. — — — ,. - � _ � . EL = Ga—6 _ .- . ` ` . ` ' � , r � ° ' H)DDEN BY GRADE I N ` " � . - - . I— � - .. . � � _ , � � ' � � FOREGROUND � . � � � � . - . i` " " � - � � � ' ' � � �--- EXISTING � _ . . _ - - - � ' , _ � , � _ GRA�DE _ - ~ - 'y` � r ,' , � , LIGHT F{XTUREY(SEE SPEGJ -� . " � � ' � , ' � ` , °, _ ; , . - - ; . � _� - �'fi�0�'05�D �DD(T I O1� ' �X I 5T fi 1�lC� .HOUS� � � � . , - _ � �� � ° ,� -� . �� . � - HOT TUB �' - _ _ _ _ � , , f �' T h � ' r 1 � � � , �. - � � y } i i � t O~ � i , . . - . . - _ � - . _ . - � , . - . - - � � . 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' i x ' . � , , , „ ' ' ` , •, { �, ' ' _ . 4, ` - _ � _ r � � � r -'i ( � � r ' , � � " . 7 � � , � � � F �, � � � _ , ' � � F , � ` � � � . , ' �+ t � .� � r � , _ - , ` l� N � � , �-' . � � � � - � � �.- - - , _.� � , � � � � � � � � �} � — , . , � , v s � � „ , — _ - - - � � _ � �' Q � � � ' . ` � I _ , U�..!` (Y} � , � ,�� � , . , e n/ � _ t ' - ' • � ` _ � 53'-I 3/4' - . � � ` �, X �.j— '� � O O � E�� � j– SETBAGK LINE � � Q � � �, ' , 15'-7 3/4' � � 25'-6' 8'-0 I/2' ' 3'-II I/2• � - � � . , � . _ —______,._,, � f " � . � . � — - — � f_ � O �- � — � , - - UTI L I TY EASEMENT , �-v ',(� � � _ - � � � � � , - - f � � LINE � ' t °� - � � . �; � , • � _ - , � , , � � , _ � , � �. ,— � � , , , , _ , � � � � , ' , � � ,� i r ", `' , - ' " � , ' � � , ' � , � r r � . . � 3 � � ' , � � O y ` : €� � , � . � � STU,GGO GOATEI� .` • , 4 � 4 ' � '� � �- ; � , - 4 GONGR�T� . , , , _ , � �s � �� , y RET,4INING WALL ., . , �'. . � . , � i � - � • . M - . .� , , t � , . . � � i � , � ' ` � ' , ` � — � d � - , _ � - .. - , - " -�' - _ � PLpNTER � � - �� - , �' 6 � ` '. ^m , v- � , y ' ` ' ; � - - " - , '� PL,4NTER , � _ � `; F � _ . _ � r , � . ►� , . , �-� ,�� � - _ � . � , . . , - . , � _ �' � . C� � 57UGG0 GOATED �i � �� �'� - - ' - ` , � � , �A�M1LY ROOM , � - � . , � GONGRETE I - , ' I Q RETAINING WALL - � � , �_ � �� � � ' � " � . . ' . C , - . - , - � � ' ' � EXISTING � � � ' " 4 ° _ 4 � � � � RETAINING WALL ' �_� - � ' ° T.O. SLAB � 4 TO_T$I�I��O' N�EW � � - � ` j HOT TU8 � � : � � � � RETAINING WALLS - � .a ; ` _ '` _ - ` q � ' EL. 102'-6" , f� 5'-q 7/8' 3'-10 I/8' 3'-b I/2' ' _ � �� w , , ` ` � � _ � � � � —. _ ._._. � .._ — - - - - -- �—p � i _ _ � , � �, : �-, , _ . , —� - v . , _ ��` � � - � �� � � � � � �° - � �� . �. !^ ' +' � A4.1 . . . . . . . . . . . . . . . . . � . . . . , . . . . . STOR�G� GL05ET ` . . . . � . ., _.. . . � � . . . . . . A4.1 ' . , � � ` , � � �. ° " � " STORAGE GLOSET � , ` - r - ` � �- _ .� � �,� _ , ' � ` " � ' Pr4Tl0 �'`- � , , � . _ , _ , � , .� ��- � - ' r , ` � � - � �� ' � � � �� � " . � �3 �" , . � — — � ____ � ____ .� _ T DN. ____ �_._. �,____ , - w` '� � . . : � _ , �--` - , - _ � . , � _ . , � �� ., . . ' � ,_ " ' , IS'-7 3/4' _r � �P I ` 8'-10 I/4` ' � ' ' � � r � ., , I . , � � ' . � " _ ,� � � - . _ . � � _ „�. . � ______�,_._..� - � � � , � � � � EXISTING ` , ��(� ' 0� � � , _ _ I , , � � RETAINING WALL � �.J Q ' �' . . _ . - _ , � � ' � � < � � TO REMAIN � , „ � � ; ��, ' � - � � , , , � � � - , , P�NTRY POWDER � � - ��{{ �--� O � � R ' ` ` I � # � ' _ �' � ' �i � � _ .� , 1 KITGHEN � o - � � I � . �J � Q ,,� ! . _ ! - - �ao� I 1 .�.��—�� � � � . , �.a . , • o , ; , i � � < < : � t , , . � � � � , � � � � , e- � � Q �� ; � � .. � _�.___. � ____ � ____ ____ — ___. —. � _.l HA�LL �`�1� ..--_ " �` ;'�� � I I � �RE AIN NG W�LL � ' , - Q � L�- � .., � ,�' �'�` I TO BE REMOVED � J� � � � V � ° ` ° , � � / � �OR GONST. /�ND , " . � , _ ' �' - , � ` . I REPLP�GED AFT�R � _ i � S FIN �L. %� � ' ` ._ L_ � ._ � � �.I� , T�_ _. _ .._ � , � � � _ GOMPLETI ON ' � , ; � � _ , EL. aq'-6" � _ - ` ; ' � . � � , - - '' - ' - - ` � . ' , ---- . � i � l� � _ , � � Z , - � _ < � , , � , � W � " ` - lf � � � � � � - � }-� „ , �_ - � . �X� O ,, _ ` - �i � � , '�` _ 1-` , - + , f ,� �- ' � ' `'. , ' � _. - ` � -a . — � ; r � , _ , � , , < < , � � _� � ��' , _ _ . - _ r _ - � � � - , � K � ' � iN-�iN , + c_ ` r . � , l L - f � i ..' ' ' � i f ' � ' , � � `` ' ' , , ` � _ .t � `� _ • • • � ` ' � � , � ' ! + � � � - �f _ , n r , , � i '' _ � ' � , � i I; ` - " , _ - � , • � , � , _ , � Da�e: 2/2��C72 i ,�. � , � - � - M� ��� �.���t� ��.ao� ��.�� ������ : r � ��; � . _ . i�evi�ed: . j � ' f , SGALE: I/4" = I'-O" NORTH �. WALLS TO,REMAiN (N EXISTIN6 HOUSE � ' " DRB� 3f25/02', � ; k , �� �4DI7ED GRFf� = 544,9 S.F. AND PROF'05ED FRfi�ME WALLS IN THE � � � -- , °, G - , . AUDI,TION � - � � F , " . , • � � - , � , ' � � .. � , , , (5EE SJTE PLAN FOR GRFA 51JMM�4RY) �, r � _ _ , . . f ��'':.;. �%!�%=''�� EXISTING WALLS TO BE REMO�D �'�' ---r � r� �l � � ` ., ' ' � � - ..t + •n ' f P s : ' � " , -r , � ""'-'�. PROPdSED WALLS WITHIN THE EXISTING � , - _ . ' ' � � . � , � ' HOU�� . . , _ . � � -�, ° � , � - ` - ' . - ,�� X I ��� , ' � �5heet Nvmber • � r � -� � ' " ° , , " <' ' - . ' a r PROP05ED GONGRETE WA1�L5 ' - ��� I G� ��� I �T 1 ' . � ' - i , a � � � ' � , ' � . , � }� � _ " � -� _ ' s " ` � ' C� ' ' • ' � .!� , � , � . , , � EXTERIOR WAL1� MOUNTED LIGHT , . - ,�✓��� ( TT�� � , ; . — - � `` FIXTURE (2) TOTAL € ` , , , a _ ' _ _ _ . , , , , _ , ; , �- . � - , , - - ' � � " � , ° � ' ' � - - _ - � ., � � � __ -. , . . ,� , _ � � ` � _ � �_ � � , � � - _ � � , � �" _ - . ' , - � � ` . � ���I ���, - g �- �� � � - � � > > � �. � � .� . . _ . > > _ . - 7 ,. � _ , _ -� -��=o� � '� � � � ' � � -� � ` � .. � � `' :._ � � ° ` � . � . � � , � � � �� � . ' � _ : � � � �� � � � � . • , � � � - ' ` � � ` � ` - ,� � � , � � _ � ' �`�` � �� � : � � � ' � , � � t,_ ° ' .� . _ � . - , , , _ ' , ` __ - - , _ '_ ` - , _ -, ,_ , _ ' _ , ,` ' , - " � , �� _ � � � � . ` ' ' , , � � , y�_ '� " �. 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DATED 2=1Q-82 f�ND � � O O , � ` �� � � � ` � `, TIT��D: � � � \ / /'� �I °�` ` \ \ \ \ � \ \ \ � � TOPOGRAPHY LQT 3 LION'S RIDG� � X ( V I i � I I � ��� LIMIT O� -----_--� -. �t� \ ,�,���/ �� ` � � \ \ \°. , SUBD11ll5fON �ILING NO, 2, TOWN OF - � • �l.} .� , . � �/ � DISTURB�NGE 1 � ` _ ! �,� . \ , �\ \ \ � \ 1 \ \ `, ` \ ' � YP.I�, EAGLE' GOUNTl', GOLORADO � '��' � _ � - SGALE= N T.5 NORTH �ENGIN6 \ �/ ' , y� � � r , � � \ \ \ �� \ , � - ' V R- � I � ` `^,j�(--'� ' \ \ \ ` \ \ I \ , \ \ �, P� PLA�N PREi�F�tZEI� �Y EAGLE VALLEY , Q �Q � , � �� ` ' ' ���%�--� -�,5� , \ � ` 1 \ \ \ -� SURVEYING, 1NG. DA�T�ED 1--2-42 AND � � � (v � ��, �� � \, , -i 1' 4 � `' 1 ` \ LOT �\ ` �: T(TLED: � _' � tT T � � r' � � �" �" � � ` � \ 1Y�1�5T PARGEL \ ` \ � \ \ � PARTI�L TOPOGR�PHIG SURYEY �� � � ,y. \ \ �.\ � �, \,r ` �/.� <�'.-!� \ \ t (O. 3353 AG ) � ' � �'a \ C� RESUBDIYISIDN OF LOT 3 LION'S RIDG� ' �, � � ,; y /� � � ',\ � \ ���! `� �� %`'� � ` \ � \ � \ \ \( 14, 605. � S F.) ` 1 \ , , \ , \ \ SUBDiV1510N FILING NO 2, TOWN O� . j,j� i— , , �'� \ �� �' � � � � � ° ,. � I \ � , ` � ,, � � VP�IL, �?.GLE GOUNTY, GOLOi2AU0 `� } L�T , ��o ; � � � �� . � \ � '� \ \ � � � \ � � � _ , `z� � �,� ' \ � � j� ,��\ �,` ' � 1 ` \ � ` \ \ , Ct�> \ \ O 2) DATlJM ELE1%ATION. � - , ° _ �, -' , \ \��A� � -'", �� , ��� \ � \ � \ \ \ ` ,, \ \ \ ` \ \'7� 1 � p, � ELE�(P�TfON q9��-6° ON THE FLOOR i � ` j.L ` ` ` ` � ` PLP�NS �LEV�ATiDNS�AND 5EGT10N5 / �� `' � / � \ � �, °'\� � }iflC,, � � ` t ` \ t'� \ , , - - . , ; �� � � '� s / �` \ / r, � \ \ � \ ` \ ` \ \ � ,` \�\ ` ' G�RRESPONDS TO ELEV�4TION ' , - /� � �, / � �� '�� °'.{� '�� � / �o \ `, � \� ` \ \ ` ` \ ` � � -p,� , \ \ _ 8175 60' ON THIS SlTE PLP�N , , / � � ` � � � ., �.% \ � � \ \ � ` � \ \ , \ \ \ ` ` ` \ \ \`t� \ 3.) TH05E f�i�EA5 DESIGNATED T4 BE , - ,� � � - � \ \ � , ` \ � I \ � - REGR/�DED`TO ft SLCJf?E°STEEPER THAN � - - � � '� ,, � , � � \ � \ \ ` 1� \ \ \ � \ , ` \ t , \ \ , \ \ , , 2•I SHALL B� REVIEWED BY A SDILS - � , qo /, �' o ,` � �-.r \ � \ � a�„ \ I \ ` �, ` \ 1 � \ ^ \ \ ENGINEER �4ND WILL BE GRADEt7 1N � , �" � � ` ,/( ,/ � � , � � � � I , 1 \ �� � \ ' \ \ \ � �`,, \ , AGGORDANG� W(TH THE REQUIREMENI"5 " , , . i , � \ , � � ,,` . � (// , �4 � � �� \ \ � \ ' ` , \ / �, ` 1 \ �,l � � REGOMMENDED IN HIS RE�4RT " \, \ �"��, \ _ F �,- / ' ` �\ \ \ \ 1 � � � \ , \ � ! \ , 4) FIELD 1/ERIFY TH� LG��ATION OF ALL , - � ,, � �� , '� , � � \ \ \ \ \ ' ` ` � � \ ` 1 ��1 � ` ; ' EX15TiNG U�ILITIES PRIOR TO TH� START ,, \ ,��� , � ,f�,� � � \ \ \ � � �.--. 1 � �` � \ 1 , � \ � � \ �a, \ � . � , o � \ � \ ,\ \ , OF EXGA�/ATI01�. � ' �� ` � l- ' �� � �� �� \ ' ` � , . � - � , � � �,,� � � � � � �o� � � 1 ` ,�6��� � � � � �� � � , _ ` - , - o , �,, , - ,;t \ \ S �_� ����. � \ � 1 \ ; i ,� � \ � � 1 �\ \ \ \ , � . ,� , , , - ,� � � � �� � .� � � , � � � �� ��� \��. -� � � � � ����' ` � , � \ � � �, e . , �____. 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( 3, a Z- I I \ O PROP05ED GONTOUR / 0=03°41 ' 12" � � � � \ -�� .�'' � � , - _ � � R-989 q3'� �', � _ , / � - �,� y�P��- �,- � ` � S 2 EXISTiNC� - �,606.4 S.F. � � - , Q 1 � � ' � , s� � _ � T-31� 86 � � �.� � /( �� /�� / �/ ; ��, � 1�lOT�• -'�*h EXISTING TREES _ � • - , - . , � �; LIMIT O� � ,,�� - / / � � ' o �— , R�M�INING - �,078.0 5.�. ; , � ,„ , o ISEE LANDSGAPE PL.P�N) �� GLEN=63 68 �, D15lURBANGE \ �� ��''� �� , , ��,,"�,' � ,� / � ,� � THE REGRADIN� AND 501L5 � I RC�=S 62°28' 50" W ��., FENGIN6 �''� - " � � �t�� ' ° f C- STUGGO ON GONG. STf�BILiZATION FOR TH15 AREA IS � � ' IzETf�INING W/�LL EXTERIOR WALL MOUNTED � ' < I�a�e: Zf25/O2 � � � "� i' ,,��:� � �,.-� /� ` � � TO BE DESIGNED BY A ' 4 PRDPOS�D ��DD1T}�N � . � ��, �" , � �'` // � .- �' r �-� ' � � � � . � f�...��.-��- .A __ PROFE5510NAL ENGINEER. 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T - �t<-_ ��..- = .,,.<�. T. - �...-.. � �v -,� r � ,.,�r . ,.. . �,- x r' .-...`' _ _, �,,,. ,-....- -. _ ,,.-r.,-. ,m-.. - ... ..-„_- ,-.,.... .-. , � ,�..s-, -F ....-........ +.- _-.� �. .�,m. f....,.a.. , . r. ••---•T,-.�,.,,. --..�....-T,..- -Hr ,.:-. T.F F '... _'' ...-, •-..-- 7 . - ` ' Y < t ' . ' u� s . ' � ' 1 a ' r • . METAL GLl�D WOOD � - EAST UNIT ,4DDITION ` ` ' � � fiT O RIDGE j' WINDOWS TO MATGH - � - EL = ±12�'-5 5/8" - - - - - - - - - - - - T - - �- EXISTINC� , , ,� � j' � WOOD 7RIM TO MATGH o _ � / EXISTING , � 12 � " � � � .� _ �6 / //� �-- STUGGD TO MF�TGH � 12 _ � /� EXISTING 6(- � , ,4 � , - � - ' �-- METAL FASGI� TO MATGH 1 f' s �`�} �---, � i � � EXISTING • N`i� , � +I --�II ;� ; ��I�i,''' �, � ' _ , . � , � m 7N-� i�_ L�Ji �t 1----f � � V � _ T. -__ L_____ EXISTING_HOUSE H1D��1� `9 � i -- �- I; I(�. � �' � -------- GUTTER WITH SOUTH END � �Y-GRADE � � O� ! ' ;I �! OPEN v i-- EXISTING AND �� 4 ii__l� - --._ t5" � � PROPOSED 6RADE i -- � J - �,C15TING-HOUSE BEYOND� � � Q � , � � - - -- , - - ----- - /� ' , � � � � , � I / (n , X O �L, � EAST UNIT ADDITION �-�---�-' — � O � UPPER LEVEL T O PLYWOOD � --'"- --- ----- ___ _ - PROPUSED GRf�DE , � � d� O - - j- ----- - - - -- - - -- - - ,- ------ - - -- -- -- --- - --C ==------- - --- --- - -- - - � , EL = 112'-O" I I \ . � -}---- - -- - ----_- _ , � I , I �`xl�'1'iNG-GRADE f �` � �jj � i � '- ��,?CISTING GRAD� , � i , ' ` ' _ � { � ( `� � � - I � � � t� N i � UPPER LE�I�L \ � F 1 � 1) � � � �LOOR OF THE � � � • � f- - - - - - - - - - - - - - - - --� ADDITION �-- -- - -- - - - 1- - - - - - - - - - - - J � . � Q 1" : " �-- - -� - - - - - - - -- - - - - - -� �- - - - - - -- - - - - - - - - -- - - -� , � � " - , � . � � � � (�" � - , � ' � i ' - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - __ .-� -- _ _ _ - - - - - - - - - _ _ _ - - - - - - - - - - - _ _ _ _ --- _ -� - � , , ` � � I � - - - - - - - - - - - -- - -- - - - - --- - - - - - - - - - - - - - - --- -- - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ '! - Q�... '-, � � ,,--- MAINLEVEL � � '� - - - � ���1=1� �L - ZC1�1�� � C1�I� Z = ZC1=1� � � - � ` EAST UNIT ADDITION i � � ADDI RoOF THE � I � � , - , � , ` , ' MAIN LE�/EL TO SLAB --- - -- - -- - - - - ----- - - --- �--- - - - - - - - - - - - - - - �, - - - -- - - - - -- - - -- - - � � i I ' ( i I � � ,.., EL = 102'-O" ' _J �� _ _ 1 ! - - -- � ' ( I i � EASTUNIT - -- - -�-_ - - --= - - _ - - ^ � _ _ _ ___ _- - - _ --___ __ _--- -.-_ _ _ _ \ � , . 9 �- � m 6� u`�i c° o �KY� ��H- v � � � o � � � �- METAL ROOFIN6 TO � � Q X � ��� MATGH EXIS7IN6 � X � � METAL FASGIA TO MATGH EXISTMG AND � O � �� . EXI5TIN6 ��P�OSED � [f� � O � � EAST UNIT ADDITION O N r � � � T.O. RIDGE � � (� � � y— � . . � i � ��� I! I I� � EL. = 12�-5 5/8" Li N � .. �� I ��I I ii . ji I� � Q � . . . � , � _ _ i I �i ,_ ��� �� . � Q � II� I� � I � j / � } w r 'I I ' I � �I - FINISFi GRADE HI6H . a 5 ' � � I „ - - �� i � �� � � . . P INT EY ND � I; O B O e . , ! � � ��� I�il , I i � I � � Z �: - - I � I s - - ourreR wirH �� ! � = SOUTH END �� � .. d, � �- . ' . OPEN � . ' �.. � '. . . . .�___ . - EXISTING 6RA.DE \ __ . . . . . . . .:.. _ ' . _ . . _ . . . � . . .. . . .. _ .f . � , . . GUTTER WITH . DOWNSPOUT � � . - � _ __ _ . '. '. . .j j� . ;� " - -_ _ ' ' ` ,il ii _ __ _ _. . _' - . . . . �I — / \ I� . „ � WOOD TRIM TO MATC,H — _�—,� � � / ..\� -. . —_ - _ � `. EXI5TIN6 � . , � �� � � - EAST UNIT ADDITION ' � . ',� � � � , �. . UPPER LEVEL 1".O. PLYWOOD - O I �� _. " � ./ ... T ._ . _ .. _ _ . . . . . . . _ .. . __ . rl. . / \...� /. � _ _ __ EL. = 112'-0" — . / /� ` • ` � - ' / - � r� \� / � ' � — SNGGO 70 MATGH — .. � � �� A�� � � I � .- � � �� EXISTIN6 — � r � . I ^ � \✓� I � METAL GLAD WOOD Q Z � - � �� � � � " - �' I ' � -� � __ WINDOWS TO MATGH � � i �— I j � ��� EXISTIN6 —� � � I � � I � . . . �� � i � � .. � _ � � SNGGO GOATED I— � % � I I I,� i� . �� � . I _ _ I � � III �LLRETE RETAININ6 � � � ,— � . I ' I L � . EA57 UNI i AJDI i ION ■ � ■ U-� � I` I i �— � — � — I _ i _ __ -- - .. . . . . � ._ .. . n,MAW LEVEL T.O. SLAB �� � _ I � � I ' � � �.� � _ _ _ _ _ __ _ E�o , -- ` [� rT _ i � � � �r,rfo «u� ` _ ensr uNir l�J■ 0 � � ' �-- —� i _ i�_=7 ! UPPER LEVEL � � L.I6H7 FIXTURE (SEE SPFG) � O � � I I ,. _ . . . _ _ _ _ _ . + _ _ — _ . . . _ _ �, EX15T. FIN. FL. � ' ' �� � `� F�. = �a�_6 �. � � � ��I ��) � i � � � � W � � , � i � , I Q � `' � +G�lSTING G���I` . PROPOSED ADDI TION — � _� � _ ` n � Q VI > 11_1 ��� ��.sr uNn !i— Z � tN,ur �E�E� � . . . _ . . . EX� 5T. M1. F, . _ EL.= QO'-4 3/4 " n � . / v �� I � r � EXISTING E � ST ELE ��4TION PROPOSEi� � � ST � L ���TION � :�CALE. I/4" = I '-O" SGALE: I/4" = I ._O'. � Q d Date. : 2/25/02 8 " R_evise<J : Q 8 f a R 03 € - a � Shee,t Number' � � DE51GN R��/ IEIN ° � SUBM I TT� L � � . � �g 8 � � � _ � �� - � S �, � \ � METAL GLAD WOOD EAST UNII' ADUITION ,tiT.O. RID6E WINDOWS TO MATGH - - - - - - � -� - - EXISTIN6 EL = 3121'-5 5/8'. � - - WOOD TRIM TO MAT:�i ' EXISTIN6 �� � STUGGO TO MATGH �6 EXISTING � 6� � � -� METAL FASGIA TO MATGH f -- -J'�` -- ----- � � . � EXISTING � . v m cv tx�srmc� Ho�se Hio�eN a � � GUT7ER WITH SOUTH END BY GRAiJE � p'� � OPEN �- i ExI5TIN6 AND . � � U � Q � PROPOSED 6RADE � . -- �b1�TIN6 HOUSE BEYOND� � (� � Q X � x O LL EAST UNIT ADDITION � i PRpPpSED GRADE � � � �� ,�, UPPER LEVEL TO. PLYWOOD � � - � - . � � _ . .. _ _ . __-_ _ _ . . _ _ ._ I _ _ _ _ - - - �5TIN6GRACR� _ - _ - - - - - _ - _ - - -. I U O Q � EL = 117_O" . � - - - - � �-I � I EXISTING GRADE �Jj I � � Q � � UPPER LEVEL - I I - � � � FL002 OF THE � � � � C� O . . i ADDITION i . . _ - J _ _ . . . .. _ _ _ - _ _ . � Q W �S II . . _ . . . _ . _ � � � ` _ - _ - _ _ _ _ _ - _' - - _ _ - _ - _ ' _ - _ ' . ♦ . . . . . . _ � S � � L . _ _ _ ._ - - _' _ - - ' _' _' _ I" _ _ _ - _ _ _ _ - - - - _ - _ - _ _ " _ ' _ . . ' _ _ _. _' _ _ _ ._ _ _ -_ _ . L . . ._ _ _' . . ._ ' _ - _ I MAINL�L I ' -- - - 1 CI_UI _ ZCU ] CI_I � � _ ?. CLI , � EAST UNIT ADDITION I ROOR OF THE � ' I . � . � MAIN LEVEL T.O. SLAB ADDITION . � . � I � I I I . ,i, L - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - e�. = io�,-o, � L _ _ _ � -- - ! � � - - - - - - - - - - - - - - - —� - - - - - - - - - - - - I .� � i . . . ea,sT uNir � — I � i � � EXISL FIN. FL � � , . EL. = 99'-6 " PROPOSED GR4DE � AT WEST WALL OF PROPOSEI� NORTH ELE ��rTI ON T"E `'°°� T'°" . WOOD TRIM TO MATGH O SGALE: I/4" = I'-O' � � EXISTMG — � - - SKYLI6H7 � / � / - - - METAL GLAD WOOD ■■ �� ~ i � � WINDOWS TO MATGH ^ L. EAST UNIT ADDITION ^ — �� EXISTING ,hT O. RIDGE � � y— _ EL = s12T-5 5/8" � � � -�� - STUGGO TO MATGH � �� � EXISTING � � � 2 � I - �� � — METAL FASGIA TO MATGH 6� � I �6 . � . . _ � � EXISTING _ ` � , i� I., i . � GUT7ER WITH 50UTH END v O Q � OPEN � � i �(,ii � � � �i' f � ,I I O �.____J i� � � � - '' -- '' uJ O � i ewsnr� r+ousE iN � r-�— �II �--'—II FOREGROUND � � I�:J� �I � � � _ . . . _ . _ . � � � i� _- � \ — - - ------ - j' f' � l� - � , � � � " � � '%� � -� � � � � � �� � - - - �- - / �\\ / � � � \ - � , - /, � - -- � , ; - ---- - - - - - -- - -- --r '� I - � � . , . , i � \ , �—� -r— - - ---�y � —J ---� — -- - — — t ' , , � _--� �T-, �—� i � � " , -- - � — —� � \\ \�— — � � � � � ;��, ., � �� � � — J- - _ � � , � � -�; � � I I � ; i � �� � , � � i � � i � � � � � � � - - - - �' - -. - �� -� - - �- -, � , � � � ,; � �, , � � I � ! 1 i j easr uHir , � � . . � i � � � ; I � UPPER LEVEL . � _ �., ��Y � RNISH FLOOR — - - - _i � ' , _ . � , �yj - _ _ _ _ _ . . , -� � I � II E� � � - . _. — — , , — - '— ` � . ---- --- - - � � ; 8 I �— — Date : 2/?5/02 � �� j _� � � � --� - �� d � �� �� Revised : � -- - ---- I I - � � ,� � 8 I � � �� II i � c.. � � � ., ; �---- I��� �- I ,..�� I;'�� I . I � �,� r li�l� � � f � c � � � ' I ���i � �` � EAST UNIT � ��i � �--�--- � � ,' � ENTRY LEVEL � , I I � � . � i_.= . _ _ - . . � � � . . . . I _ . �.:: - . . . _ . . . _. _ _ . . �INISH FLOOR � � i . . . .___ _ __ - ._ _ _-- _ . . _ . EL = 90'-4 3/4„ Sheet Number o � a � EX I STI NG ,4NI7 PROP05� 17 SOUTH ELE��TI ON DES I GN REV I EW � � �� xA�E: �,4�� - � �-0� SUBM I TT�L � . a � " ° 2 - 2 � - 02 o = oU E6 � �?bf._'l�L ' _� 4 'v � ��iv.� . . . '� ! � .' , t _ . .. _ . . . . . . - . � . ... . . .. . .. �a . _ . � , � . . .. . . . � . . _ . . . . . _ - ._ a.L— —ii't _ _ . - . 0 "'.f -AL K!Ai: �� '�i� I O � MATGN EXIS ' ���5 r I METAL PASG-A i0 MAiG.� � � � m � EXISTINL � S. � � EAST UNIT ADDnION 1LI � O ,�, T.O. RID6E V S � EL . = 12�'-5 5/e" .y . �. . , � �. Ul Q ExisriN� FaN� � � �I;' � ��� I �j � IY � F-ROaoseu j � II � p II p` � O GKADE I�I. i � q„ ryII pII N J . u �� I H„ N ryI� p u �� � �� � O � � � I �I � �i �I � � ^ II � , . X TI. 'I . I', I E I N6 � 5 I� H � � � � � r o , 6RADE . ' i � � ,, " ,� . ' �I, . , �. _ � � N I— I , U Q � Fi i � R� N N SH GRADE - - HI6H POINT � - � - Z` , Q � BEYOND � � GUTTER WITH SGUTN �.{ Q O END OPEN � W �. � - - � - - - 6UTTER WITH �-� . . DOWN SPOU� - WOOD TRIM TO MA7GH � Z EXISTING � � - I' � � _ � i � . . \ EAST UNIT ADDITION � UPPER LEVEL T.O. PL.YWOOD _ `�-\ � EL.= 112'-O" . � � �. �� ����� � � STUGLO TO MA7GH � �� - � \ \�� � EXISTING - � - - - � � - � � � \ . - � METAL GLAD WDOD 7 � � � � ., � WINDOWS TO MATGH � � � �� � �� _ �/�— EXISTMG - - � � � � - � /j I O � - � _ �. _ _ E— � � . � SNGGO GOATED GONGRETE RETAINING WALL � � � � ^ " � — I � ;F� � � � � - — — — �� � EAST UNIT ADDITION I I , iI - , i � ,hMAIN LEVEL T.O. SLAB I -�' - a - ._ - ,, ' I /'� � EL = 102._��� L - - - - _ _ _ _ , ' . I � — � z ensr uNir _.J � � LINE OF RETAINING WALL mEXISL RN. FL. � � ' � AND 6RADE HIDDEN BY EL= G9'-6" . / �� � GRADE M FOREGROUND � � '� � � I / �� . EXISTING � / � 6RADE Q u�HT Fix1u� rsee sPec� - PROPOSED ADDITION EXI5TIN6 HOUSE / � HoT rua _ _ ,I / i � � Q I � �� � , - � � - - ' �� j Z ° � EAST UW7 � _ , , . � � O i � EXISL FIN. FL . _ � . � ��4�^ EL = q0'-4 3/4 " � -� , ■. `■ � � H Q -1 — � " �y � PROfi�OSED WEST ELE �?� TION EXISTING WEST EL � �� TION � � iL� o s�a�e, vc ° = i �-o�� SGALE I/4" = I '-O" n J V �,(l � r � � �^ H $ �QtP : 2�2`�/OZ � € Ke.vised : S f < s c m � d - / r Sh.,et Number d � � � � I V I ` �i� 7 I � I • g� SUBM I TT�L � � . 3 EE '� n � L 2 - 25 - 0 _/_ EAST UNIT ADDITION � T.O. RIDGE � . . _ _ _ . _ _ _ — EL = 12�'-5 5/8" 12 12 � 6� � Fi � �' _ � ° v � � - m rv . LIT� ClF E9ff5TIPo�MIQ46fE. ..-� � �;� . LMIE OF EXISFING HOUSE a � 6 IN FORE6ROUND IN FOREGROUND � � � � / r STi1GG0 GOATED - - _ � ' �/ ___-- . STUGGO GOATED �, � � � GONGRETE RETAININ6 � �� I f` GONGRETE RETAININ6 � Q WALL . `� � ..� � . _ _ _ . I G —� . WALL � Q _ _ _ . _ . _ _ . _ _ . _ . _ v _ _ TOW X � � . _ . - �� � �I II i� �� I �i I i� � i� , �EL= '-I12'-4 l/8" Q � � � � � Oeas9 ensr uNir a,o�irioN � � � O I l I T�w ' � . ,_ __ - - - - � � — � �UPPER LEVEL LO. PLYWOOD � Q � '_ ' _ - _ _ ' _ _ . . _ - _ . _ . - . _ _ ' r EL.= tlll '-10 �/8" _ . _. __ _- _ _ _—_ __ ,__ _ . _ . . .. . _ _ . _. _ %� EL.= 112�_��� � (� � i lIH8.0') � . � . �� EXISTING BLOGK WALL -- �� , I ' Q � '� � MODIFIED TO TIE MTO � (y NEW WALL � �— Q � TTOW � . ' � � �TOW � � -� EL= ±108'-4 �/8„ - _ . _ .- . . . _ __ . . . ! EL.= tl� O"I'-10 l/8" � � O (184.57 . . . - � � . � (IB4.0') Q !LI � __ _ _ _ . _ _ . . __. . _ _. _ _ _ ._ . . , ` � . � TOW _ . . . . _ .. . _ . . . . . _ . . . . . . . .. �.. -� � TO�_ Z . . EL= z105-10 V8" _ _-. — — . . - -- - - -� - - EL= 3105'-10 V8" _ - (IH2D`) � � (182.0') (L . . : . . _ . . _ . . . ._ _ . - .——� . . - . . . . _ _ _ _ , fiTOW � � � � ' EAST UNIT ADDITION EL= f�8" - - �--- - rt,MAIN LEVEL LO. SLAB . . _ _ . . _ _ __ . _ - . _ _ 0�0.07 . . . _ . _ .. . . � EL-� EAST UNIT EXI5TING � mEXIST. FIN. FL. 6RADE . � Ei_ - qq._6.� EXISTIN6 AND PROPOSED 6RADE PROPOSED 6RADE EXISTIN6 64ADE O NOTE : � PROP05� 1� �U I L171 NG S� GTI ON — � ,ow Q 7 SGALE: I/4" = I '-O" EL.= +/- X'-X" (XX.X') / \ � _� THIS IS THE -- - - THIS IS THE AGIUAL � REFERENGE ELEVATION NOTED ON /� H_EVATION THE 51TE PLAN � `J I Q � � v � � � Q � � � � � � � VJ � Q V _ � J � (1 n / Q U � LR � l � l� Z �J � J �� � � �r � l�l � � Date : Z/25/02 Revised : � S � P ` � Sheet Number ° � 17 � SIGN RE� IEW SUBM I TT�L � � . �E g � r ? - > � - � � � + � O O O � � ` � Ti2.gCT ,a+ - L /O/US �P/�' � � � SU80/V/S/O/`/ �/L//VG /�/O. � � � V , � 5� � � �^ � � � � Z� � � � i oo � p � -.— Q � .,� �- �-� m c� 2 �3 � � "1 � '11 0 5 Z� ; � +V �� / � �� � � J /� LOT 4 � Q � � � � � � 8Z2� � ^ � (� J ��o Q � � � � �� Q i'= � �l �� 82+� 0 UTILITY EASEMENT U� � � Q � ♦ O �� J � / g?p° ,o' �go LOT 2 N� �\ �0 8+8° � � N � ro �� � � w N � �owE� �C UTILITY EASEMENT �°o�E / `''' � , ,dtion�E ao , � � 8 t�� .G, �j � `r'✓ / � � O � OJ� � � K� , �� ,°>��� � � u � N / (��Z � . / � RcxKS (pi O � � � ,� �� / v` STL. p/N G P �� _ , / 1 _Q� — i� / V .8�� � �` Q ��.. � g+�° � �° W tA �� � �' �' STL.. F'/N � i"� .r� PHONE BO�C �I � � '��" / w �^ o � � s�i o 8'`' o� � �� � �� � 3 �- � A ti �cx�E ov� ���+ Q� ��o � � �� _.1 Z �o SURVLYUF.'S CL:RT IFICt1'1l: �� �^ , 1"'� I , ,J�E�ii ti.. Stenmark , a L.�ncl Surveyor re�;i5tt�red und�r tl�e law� c�f �Vi� � Z� 5t��t� �>f (;c lc>rado, do hereby certlfy that this topo�raphic survey o± W QQ LOT �___ _�_ __ was made by me and under my direct suE�er- w � �� vislon an�� that thc survey 1s .iccurat� ancl cc�rrect to Lhe begt oi my knawled��q� , � Q .•,w����.{±�, f;�^,-����.` �V "';� ..,�.�.�.�„ :�= � •. -°�� , `,�;Y�`"�* ;t^ � Q...� �• ,� _� 4 ,'�;"� SCA L E . f N 20� �Q ll 3 t e.-- ---------- � ��a ° � � �� __ a z.r ,; � ��.;StCllIItc3T � � t �olo����:���,S. 1�a�3�4���� --- NOTES : '�"; �'���;�",;y,�,` ,- f. EL�I/•4T/O�/ ,B.AS�O O�/ SHEET ���k$��,,��,-�.,����^��;�"� Ui°.°Efz E�GLE t/�1LLEY _.����x���-#��.�=•� ��. o�sT�2�CT s�wE� ,AS - ,BU�L.7-s. � Iv'dTLCE: Aecording tc� C�Iorado law you must ec�mmenee any l�gal actio►1 based upon any defect in this survey within sir, years after you f�rst dis- 2 Q�TE O� SCJ�VE� � 2/17�8Z , cc.�v�:r such defect. In no event, may any action based upan any defect in this survey Ue corimence�d more tlzan ten years f rom �he date of the cert i ficatian 3. �,T T/ME Q� �FZVEY TNE2� st�own hcreon. W.45 2 -3 /�E�T O�SNOW J� NO. #'S25 CovE�2iNG CSJT. _ �k� IMPROVEMENT IACATION CERTIFICATE / Z hereby certify that this Improvement Location Certificate was prepared for \' � / RICK MUELLER , that it is not a � ` land survey plat or improvement survey plat, and that it is not to be relied upon ` % for the establishment of fence, building or other future improvement li.nes. LION� S RIDGE SUBDIVISION FILING No. 3 I further certifq that the improvements on the above described parcel on this TRACT Q � p �� date, 10/19/89 , ezccept utility connection.�, are entirely 1� � . / within the boundaries of the parcel, except as shown, that there are no encroach- ments upon the described premi.ses by improvements on any adjoining premises, e�c- , 3 • E � cept as indica[ed, and that there is no apparent evidence or sign of any easement , Z• � � crossing or burdening any part of said parcel, eacept as noted. ���� ,,,+� • � / .�`�, l� / ''. � N6 ,, ;.,, , ', / _ ,. .\. .e . ,�,�. ; . , i oy� / \ C\\ycr t Fn�:t, �. � �� � �t ��.j,.��/ / , t .w r � M By ` \�s�? ����'�...=,�� � . � Dannie Corcoran v - -�"•'T , u / 1 �� ����. � Colorado L.S 168"��'^�- '�a � „r�` / / — - --- vi �� ry�` ,, ✓yvr���r�, � UTIUTY n`�r`� ��- � r \�� EASEMENT \ N � D J \ °: LOT 4 � LOT 3 °�. o�o�o Ac � a �o � °� �� � � �� w � \8 g c'1 � \ '6 � a � N� � �� �_ O g�� � \ \ A� ! � �5 6 LOT 2 � �o � o ��s. 20 Q a �// \ I o� , � �B � � � '� _ � °- 1 � � oo �, \ _ o � �� \ � � � 0 04 53 22 � � � N \ �� 10 6 o I R = 989.93� S C A � E � ' = 2 0 ' �5� `° 20 �' __� � / L = 84.48� DATE OF SURVEY : 10 / 19 / 89 �s o � T = 42.26� �, � / - �, N � CH = S61°52�45��W , 84.45� s /Q. 34 5' NOTE ROOF PEAK ELEVATIONS ARE AS FOLLOWS O J�5 A) = 8189 3� / l� B) = 8189 3' / OOQ C) = 81920' / � p�, / s. ��OG� ✓ , � $-� , 5 ��� o��'.�`° `��°� 3 �1 �o � ���26 � IMPROVEMENT LOCATION CERTIFICATE / LOT 3 ---`---_`"---_— °-----=–=- - ='_ "-- NOTICE: LION�S RIDGE SUBDIVISION FILING No. 2 41 199 Highway 6 & 24, Eagle-Vail According to Col orado law you must commence any legal act i on Y�as�d u�n any def ect POSt OffiCe BOx 1230 in t1�is survey within thre� y�ars after you first discover such defect. In no event, TOWN �F VHIL , EAGLE COUNTY , COLORADO Edwards, C081632 may any action based upon any defect in this survey be commenced moLe than ten years frcm Lhe date of the certification shown hereon. 525 303-949-1406 PATRICK A KEY OCT 31 1989 , ,. / , _ � � � , � �v 0 ' . a o � ; � � 0 T�e,�cT ,4 - � �o�us �i,c�� � � Sc�B,DiVis�ON �/L/NG ivo. � � � V I , � 5a � � �^ � � � � z� � � � N ' � O . /� oo � / y' � � ` ,,� o_ �-� ry� � � �3 �� � "1 � '' 1 0 52 2� , � `�1 ,�� / � �� I� � J L.OT 4 � Q � � � � � � � o � ^ 822 � 1 � /� \/ ` / o V � ��.� Q /-; � � �� 8z�� 0 UTIL ITY EASEMEN7 U� � � � � � O � � 8� �o' �g0 LOT 2 N� � �0 8+� � ro �� � _ � _, N � �owE.� �C UTILITY EASEMENT I�OL.E / '�_ � . /�NONE BO ' L 8��� �Gj � } d) � N ' / � � O �� � � � , �� � v� � � � ,� ,�,� N / ��Z , l , � RG�KS ��� �a 1 e � � �,�- C STL., p/N P / � i / � ��'� ,► / � .n.��_/� � � Q�." �#"� �j. / � 8�!°�� ' � �j �/ w`�' - STL. P/N � �� j� P/-fONE BOJ'C �I � V.� � ^ � �� � l�� 8�5° �� � �av _ � �ID � 3 _ �.. � A ti ..�.. Q�t1 Ea"�E �� `^ F��CL�\O � �� � SURVEYOR'S CF.RTIFICATL � Z �O < � �Q I, .John F. Stenmark, a L�i��cl Surveyor registered under the law5 uF th� � w z� State uf Colurado, do hereby certiry that this tupographzc survey of � W � Q �,pT �__ __ was made by ma and under my direct suger- � �O visLOn and that the survey is ac�urate and correcC to the best of my kno�ale�l�rc , ,�._�.��-����y --� — • v ��`L F 1 1^"h�� C��1_.,�'1yA � ys�� � �.i"Se Y. �, ^ ,y��,+^2.���iA� �t?' '--;s � O� .,,,, � , ` ` � � '` SCALE . � N ?A� �Q ll a t e:_��_� ____—.�____ '' c°`� ,'' � � w O ,� '��.;S tenmar � � "� i� NOTE > olo���ci�.i� S. 1C`$7.� �fid ��� S � � �,'ot9` �"�'w��e�.�.s'�C�k"�,'Gk'� �. EL�I/.4T/ON �/'�\S�O O� HEET �'°.�^����"'��,-����r��" UPi°E�2 E�IGLE l/�1 LLE y '�p.s�.������:�� ��v. o�sT��T sewE� .o.s - ,BUi�7-s. � NQTICF: According tu Colorado law you must commence any legal action based upon any defect in thls survey within si.x years after you £irst dis- 2 G1�TE O�' SLJ�2VE� � 2�17�82 ' caver suct� defect. In no evenC, may any actian based upan any defect in this � survey be conunenced more than ten years f rom the date of the certiFication 3. ,4T T/ME ai� SCJie�/Ey Tf��ie� sliown tiereon. WAS 2 -� �E�T U�SNOW J� �Q� �'S25 CovE�iNG G�JT. �-j, 3 \ �� \ _ \ � _ , J � � a 1 1 ^ 1 il 1 r ' � � UTILITY EASEMENT i� i �i ' i i � SURVEY�R'S CERTIFICATE � � � I, Stnn Hogfetdt, a ProPessionat Land Surveyor registered under the laws of �� � the State of Colorado, do hereby certify that this topographic survey was i � � r,ade by Me and under r�y supervision, and that the survey is accurate and �� \ correct to the best of My knowtedge. � � � `���,���n��r��,, , `��, 10 0 � � ��. _� ��� �� �!i�r ''�, / � � Stan Hogfel �,, t������o, i� \\ Colorado . � 2��38 �� i � = '°' 2659$�;�: = ��5a � � � \ Date ___�.1 � #-_________�o; 2 � � L I ON' S R I DGE SUBD I V I S I ❑N F I L I NG No� 3 �J'%, .',a`',? ,. � � ' -.,,�'�ov•.......•�•s;,;� ,.�� �� � TRACT A ��"''�-�< <���� ��''�� L 0 T 2 N 26°`° � � � <<-.�„�,,,,,,���� � � / � � � ,50 � ' \ / � � � �� � � � � \ Z � \ i � �GQ• � \ \ / i �\ �+ NOTES � � i � �s 1) DATE �F SURVEY 1/2/02 \ i� � 2) SURVEY❑R HAS MADE N❑ INVESTIGATI�N ❑R INDEPENDENT SEARCH F�R \ � � � � EASEMENTS ❑F REC�RD C�THER THAN PLATTED), ENCUMBRANCES, � � ` \i \ RESTRICTIVE C�VENANTS, ❑WNERSHIP TITLE EVIDENCE, �R ANY �THER , � �, \ � � / WEST PARCEL \ � FACTS TNAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCL�SE y \ CO 3353 AC ) �O 3) N❑TICE ACC�RDING T❑ C�L�RAD❑ LAW YOU MUST COMMENCE ANY LEGAL i � �• ACTION BASED UP❑N ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS � � AFTER Y�U FIRST DISCOVER SUCH DEFECT IN N❑ EVENT, MAY ANY i \ ACTI❑N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED M�RE � THAN TEN YEARS FR�M THE DATE ❑F THE CERTIFICATI�N SH�WN i � / � � � \ HERE❑N � 4) 2' ❑F SN�W ❑N L�T AT TIME ❑F SURVEY, S�ME FEATURES MAY EXIST � i� \ \� BENEATH SN�W THAT ARE N�T SHOWN ❑N TNIS DRAWING � \ / i� �\ � \\ �\ 5) BASIS �F ELEVATI❑N SMH C-2 L�CATED AT S�UTH CORNER L�T 2, i INV EL= 813161 i /�i� �\ 6> BASIS ❑F PR❑PERTY LINE L�CATION S�UTH PROPERTY LINE L�T 3 i \ 7) BEARINGS AND DISTANCES ALONG PR�PERTY LINES SH�WN N�RE�N ARE � � � ` � AS SHOWN ON THE SUBDIVISI❑N PLAT ❑NLY A B�UNDARY SURVEY W[]ULD , i� � BE NECESSARY T❑ DETERMINE THE TRUE DIMENSIONS OF THE L�T AND � i � � SETBACKS, WHICH MAY VARY FR❑M THE PLATTED DIMENSIONS ' i� 1� � 8> POSTED ADDRESS 1475 LI❑N'S RIDGE L�❑P � � / �61 � 9> THIS LOT LIES WITHIN THE HIGH SEVERITY ROCKFALL ZONE AS SH�WN i » E � ON THE T�WN ❑F VAIL ROCKFALL STUDY BY SCHMUESSER & ASS�CIATES /�� O�'�ja \ �� DATED N�VEMBER 29, 1984 ,� � S 2�• \� .N- =� 02 C�NIFER�US TREE TRUNK DIA - i� \ � ' � �� � � 02 DECIDU�US TREE TRUNK DIA � BUILDING �� \ \ ❑UTLINE \ � \ � \ � � � �\ � 15� � � � � � � `9� 0=01° 12' 10'� \ `� \ R=989. 93' � � \ '�o � �. � '�i L=20' 78' � ��./�� wIRE EAST PARCEL � T=10. 39' � � CLEN-20. 7B' \� \ \ FENCE (0 3717 AC ) � �r� BRG=S 60' 02' 09' W �°� \ \ � \ �o \\ � -�. \ \ - � S 03'22'p 1" yy \ 0' 10' 20' 30' � 12 49' � � � � PLANTER/ `O � � \ ENTRY � � � \_� \ � / � / i . \ p � � � � $9 � � 51� � 0 � � � . \ . �. i i � ��6 U / � v � S 2°��1 ° � � � � � ioo X SPOT EL=8176 9 � � \ � � � 8189 3 i � � `� PEAK \ / � �/ �...---�..-. \\ ASPHALT \ � � � � DRIVE � i ` \ BUILDING � � ' 0=04'J3' 22' � � ENTRY EL28 66 5 pUTLINE � � � . ' R=989. 93' �O � � 2�6 53 ° L=84, 48' � \ i � ' �6" E T=42, 26' \ � � S 20•16 CLEN=84. 45' � \ � BRG=S 61'S2' 45' W �J \ DECK 81 s9 3 / / �d � � r"p PEAK i G`� 0=o3• 4i� iz• �� ° 2�� ,8g -� R=989, 93' � �f � � � L=63. 69' � � ' ' ' 0 T=31, 86' � � � � � D�p CLEN=63. 68' � � �B � / '/ ` � RG=S 62° 28' SO' W\ � � � � / �, � \ �� � � \ J \ - � � 156 ( \ \ � � / I � ( i � Z� �� ASPEN " � � ` TREELINE � �/ / \ � � UTILITY � � � EASEMENT /� L❑T 4 PARTIAL T�POGRAPHIC SURVEY � BLOCK WALL A RESUBDIVISIDN OF LOT 3 � CTYPICAL) �' LIDN'S RIDGE SUBDIVISI�N FILING No, 2 — T�WN ❑F VAIL 41199 HIGHWAY 6 & 24, EAGLE-VAIL Po Box ,23o EAGLE C�UNTY , C�L�RAD❑ EDWARDS, CO 81632 , _ (970)949-1406 KD i�3�oz JOB No. 52 : � _ - i � - � I 1 � ' 1� , . , � , � � 1 � 1 � `V O � V ' O ` � � � � V Ti2.�CT ,4 - L /O/US �/�CX' � � � , SUBO/V/S/O/`/ �'/L/NG /`/O. � � � � J ��' 5°'� � . . � � � � Z� � � � � N°o � 0 . / v' � ` �+� � ��/ M � ` a 2' �3 �� � "J � � � �2�° ' � � � � �� � � J � LOT 4 � Q � � � � � � , 8220 � ., � �� � J � � ° � Q ��_ � ; � i � io � � � SZ 0 UTlL ITY EASEMENT U� i � � � � � O 8 �pp J 1\ �0 �oJ0 i C..OT 2 N� � �� 8'8° � � N � �o �� � , N � �owE.e �C UTILITY EASEMENT �°o�--E / —�, � , F�NONE BO � ' 8(�O � � lA , � � � m o �� �� � � �� � � � � � N (�� 2��'� � / � / � ROCKS (p� O � • ; G�,.� �� STL. P/N P , , / / o� — ,, .5�� �' � o� 8�!°0 � � / G ,.`w �/ �� STL. F�/N Gj� � �-- �/�, Pf-1oniE BoX � � � �� � � �^ 5� � � �o 8' �(J � �v _ / �,� � 3 �- � A� �r�E c� •`�.• �1 ,ec�o W O� J � �� SURVEYUR'S CERTII'ICATI: � � �O Q� �Q . . ) w zQ I, John F.. 5tenmark, a L�nc� Surveyor registered under the laws of the O a State of (.olorado, do hereby certify that this topogr��phic stirvey of � � ___ LO� » was made by me and under my direct super- (�� vision and that the survey ts ��ccuraCe and c�rrect to Llie best oi my lcnoeaieci�'c�, � Z �i.Q ��,tr�,���}.�.� � _ `�'� � ` V .ii���'���` ''►�'f.f.`�4 �a'"R � �� -�,�sw� y i �`i� O� �.°j'.� .IN �� �'� r-.�p£4��Yi,` w����+ � 'Jy �•,•�e \� .'y �. .ti M� SC'.4 L...� : � N- 2,�� �Q Dat�:_ _ �' d s� � w W Q '�S.; S t enmar w �s,� '� �> �� P' NOTES colo"���d:t, s. I��G•��,� n '���,�5��:.-�:.��;;��`".��'�" �� !. EL�(/•4T/ON �B.4S�0 O�! � EET "°'�.��;�„t;���,;�`` Ui°.°E� �i4GL E t/•4 L,L E Y �•�����.���.� �.�. o�sT��cT s�w�� AS - BU/LTS. � NOTTCE: According tc� Colorado Iaw you must commence any legal act�on Z ,[�TE OF SU�2VEy� Z/J7�8Z based upon any defect in Chis survey wittiin six years after you first dis- 2 cover suclt detect. In no event, may any action based upon any defect in ttiis survey be commenced more than ten years from Clie date of the certification 3. QT T/ME ai� SCJi�1/Ey ?f-��ie� sl�own hereon. WAS 2-3 /�E�T OF'SNOW J� �O� �'S25 C01/E�//�/G LrJT. � i � � � Y.J r Y i)t_= c-r-�.,�1• �.�;s-�„ lC��1" ',„ I �.iJ��d�};J �.7t";� :.,11x�!;}E',' l �i±'C�I�I !=7'!_ Il��ai3 #+� i�ll1 �t.�t"'!": i'tif�`tr'� 1�E?,,;r—sl i:'t�:�fiit'�?!";�� �t;"4:l .1 f'l`Jr_`"-:�.(tl�.�l��{i� i t"IC�� ��it�t�,", .f., � /�nr� ' L-;�r�t•�� ,:��3. r�lc;' � �ll_: {at�Y ;tt�i_;!�"f:' 6�c�lsa �iE=:'(�'i'l l.�i'':.1 :�;'l:�'t`� �.:f:.7 tSti3C?i» �";lt�' �' F:4�31..�1 i'�[.?{i1:='1-t!_`_ {3f ; j'�ta i wt�..� llr��i t �a,—,�� T=;�.:1 !.:-li t—�ri f.:�clr�„ �_3 43 c_ I<:.t.�7:i�:, �_�t=c�t1 a i: c-!i.c==�.t�r,e ;:. F�,i.i+�+f -- '^�L7 1�}�,i l.�t u LAJ Z�i t i __ � 7.L..=;, E_Fic{�t _��t_Z Y :':'{ ��.F 3at_�C �ii?+i'�_� 1 I;{:fi '��,� i=t�t.•�.. - �:��' ���:,� 1;�� 'ri��=.1C1!�rs�tl ,tl -- �I�"3 ��t,^% ,;!'��.5 `s3 Ci�.� �:ttP i=:i tiait �s� �::�r i_4-f�.�!_.�.:t! r.� — �:c+�'�t°5 l il!� Y'�� i�., ) � � :�iti; �.�. 7�(-'�;;I� ! llCj T'!` c��.�.4tr C"� a;:,(�iit �ti.f �_c�l�.:.(..<N-.„7,1 4"''�•^�ac:'�:Gh._sa - :,5��.1 Z �a�i. :'�:_t_l�il:'." �" �'_� ���St_tr,c.lt�tls.t7i� t-IF�:,� �_Gr: �,;x<_.�<_: u�?c�:;r, �ac°;al utr:�_l ��E.—•L,! i.;ti:�_:�1. 1 i�,Jrai��_Z C�%t i.1 4"�I t� �.l t52_i f`�•�i)�� �:°� .�t'�?•`:f'7k (.�c;�_1'"�r:� j'j:�p� ,.=;?n �`":i.�.,' i:'�•� (.a! t?j7,:!' '•'�t,-S 't=.'v �:k'iC�3"� =t!'i•'_� r;�:�'ii�1t" 1;.i�.F�=:� Ti"7f. �. n t�.ti:�.lt.�. i 3 11�► �11C�7 !ii'"�t.it—"':. �;C�t:i;�7 t�ai!'--��C°f�_�;�y_ � „ f~I.� � i{2 I 11 t_1°f r.L L.�i 1`-; :"S Y"F' �("7 �c�f_:' "L�r l.!�.7!1 f'i �_'i L'n t_l.1 I"t C Y F';i^:'' �:T r�f i `�t 4;t�.i'�c� �.i�t_trj. .�. ti�.l. �. F'�':;i C.,i'._ : +=i! :"J<:a �.�, cti";... �' .. �i Llil7 f:.cqcz :1i.7�(_'r�� '�ft _. �� ` i 1-•r ;. : � c w -r �r r u r :: "I L '� 7 �r- �� i-�f �.f vi P- .Y d,;l .� �.�:'C? � c� 6^d! ,_�/c� �•;r�) �.,�K�.a a �:�ti"i c�i���� t_a I°� hrtiLi7 !.�[It°'��'v .tt-��{ s"u11 EP-� �i.�! L�rc'' l fti�.ttl :�s� ?.ua:-i h:..atl� .ti.1Wr�„ �n �,1 } � t-��_c-�r- i ca t— i•a•�+.! 1�. .:t r—F� , .. 1+ t_t r��1 f•��u�; �—�c,,-r��� c�L'1-r��;.-�v i=s;��. y�.� r�l ? ] IiLt�t .I Cii- ��:cl i.�. .�5��� 1Ci :_ir� I �,•�'a� �"^" :_(',y�`ie �ei�:i� CI t .` :�I�i•t.l � ��P` i tYtC3{�� .� E:�.��I 't_l t:'"k't.� �t:iC1 j.Jc�tl ll`c_:?L� 1!1� �C3'�`: +:71_�i;?t'„J: 'aC' (1C.�"{."i�a '� � . . �,I ? r.ct( s-i ,��r�c3 I �;��t�;:.f:—�.7 �:i ��.:,<:. .:.x; :. t�c, !},_+ .:r���!rr1 !-c� l.!—it5 ._..i.r�•r i ryir !.°d! �'c:!"t r"{It(� r�lli��. '�•.,�c�=;';il !:{:} �'�i_IP"C:1''�1C.�E? r! �all� {.Fl�I-It��:�{: � 3"t�:lCtl'" tiS: i"I�� !u ;^�1 ? ;, L�t;i�t��i r�� :•a.:? 1 .—;r-�, , ,.:a s G., �'t�. a : I��••Lk� ..;� 1L'!l: ;,�'t,_:? .� Itc, wi[`)i �.t�",c= ';• i7r:�'i i -- � `, l�t?r :^J,.:! �:> i:lti� ;` ,,li r {"t31'" 1"'i"iC)i'-3 sillt_ {�i,�y ,. Z 9"iC� ;�� P' "� Rau�h �arp,entrv ,s , -- --- -- -- - ~-` + _ � , A. Gonfarm to PS 20 for lumber materials, grading rules af WWPA, � �lmerican Plywood Association for plywood and �pplicable pub- � 1.ications and standards of the National Forest Products Associ.- g ation and the American Institute of Timber Construction. , B. �11 lumber shall be No. 2 'ir�.�..� -Fir or better. F, - 1-�0 psi i4epetitive use) , E - 1 .�� y ��p6, o � C . All glue-lam beams shall conform to Fb = 2400 psi bending stress. D. Roof sh�athir_� shall be 5/8" C-C EXT-APA 32/16 pZywood, unless � otherwise noted on trie plans . E. Floor subflooring shal]. be 3�4" C-D INT-APA 42/20 plyy,roQd � unle�s otherwi.se not�d on the plans . ' F. Nail al�, plywood to roof rafters and blocking with $d @ 6"o . c.- at panel edges an� 12"o .c . at intermediate supports, unless otherwise shown on the plans . Nail plywood to f1oQr joists and bl�cking wi th 8d C� 6"o.c . a�t panel edge� ar.� 10"o.c. at ! intermediate joi�ts� un�ess o�herwise shown on the plans . � ; G. Al1 TJI ' s shall canform to the standards of the T�russ Joist In�titute for 25� 35� ar.d 45 seriea; E = 2 .2 x 10 psi . , H. Lumber standard shall be Ainerican Softwood Lurnber Standard , PS 20 (U. S. Jepartment o� Commerce ) , 545, 1�iC15, moisture at �ime of dres�ing. � I . In.tallation shall comply wi�th "Ma.nual of House Framing" by th� National Forest Products A�sociat�on, ?nctuding nailing� +` fiz•estopping, anchorage, frami.ng, �nd br•acin�. J. Glue plywood subfloor to floor joists and plywood sheathing to shear walls using adhesive conforming with APA Specification AFG-01 (U.B.C . Std . No . z5-�9 ) • K. A11 c�nnpe�or hardware i� to be manufactured by the Simpson Company c�r• approved equals manufactured by the Silver Company. L. Provi��e solid blocking af the same size as rafters or joists at 1�c-ies not to exceed 8 feet ma�imum spaca.ng. f M. Mi.nimum nailing shall conform to the following nailing schedul�: ' 1. Joist to sill or girder, toenail . 2 . Bridging to joist� toenail ��ch enc� � . � � � � ' ' ' • 3-gd 3• 1" x 6" subfloor or less �c� : j � ' ' ' • • ��-8d � �. Wider than 1 " x ti" subfloor to`eacllist, f�ee na,il . .2-�d joisi-, face nail 3-8d 5• 2" subfloor to jois� or girc�er�, b11jyC1 an�. �ace nail 2-26d , 6. Sole plate to j oist or blocking, fa��� na�.l � 6d C� 16" o .c . 7. Top plate to stud, end nail . . 2-16d �. Stud to s:�le plate . . �-�id , •to�na�i �or �-16a, �end nail ;°, 9 . Doubled s�uds, face nail . . . . . . . . . 16d @ 24" o. c . � 10. Doubl.ed t�p plates, �3ce nait , tfid @ 16" o . c . � I1 . Top pl�;tes� laps an�1 in+ersectionc, f�,�r nail . . 2-16d 12 . Continuous header, two �iecns , , , , . 16d @ 1b" o. c , al�n� e�:ch edge i3. Ceiling joists to plate tczenail , . , , , 3_g�} 1�. Continuous header tc� R�c� , toen�i� . . . . . � . 3-8d � _, 1� . Geiling jo�.sts� ' a�� ., _� part.i t� � . : � • , c: i�a�.l . . � 3-16d 16. Ceiling �ois �s to parallel rafters� face nail . . . 3-�6d -- .. - 17. Rafter t4 pl�a te, toena:il . . . . . . . . . . . . . 3�8c� . � . � . 1$. 1" bra�e �:o sach s�ud 'and �late, face nail . . . . . 2-8d , � ?� . 1" x 8`� sheathin or less to each bearing, face nail 2-8d 20. Wider t1�an 1" x �" sheathing, face nail each bearing 3-8d ?.�. . Built-up corner studs . . . . . . . . . . . 16d � 24" o . c . 22. �ui.lt-up girders and beams . . . . .20d C� 32" o . c . at top . and bottom and staggered 2-20d at ends and at each splice 23. 2" planks . . . . . . . . . . . . . 2-16d at each bearing Se�: plans for any additional sheathing and decking nailing notes . N. All headers s?�all be two, 2 x 12 for 2 x k walls and three, 2 x 12 for 2 x 6 walis unless otherwise shown on the plans . 0. All exterior walls and main cross stud partitions shall be braced at each end and at least every 25 feet of length by nomimal 1 inch by 4 inch let-in braci,ng, unless specifi.c sheathing is indicated on the plans. P. AlI. built-up girders, beams, and headers shall be glusd w�.th , adhesive conforming to APA Specification AFG-01 and nailed as per nailing schedule . Q. Al1 mudsills and wood used nearer �han 6 incYies �o earth� shali be Califoriiia redwood or pressure impregnated with an approved pre�ervative as specified in U.B.C . Standard No. 25-12 . R. `7i11 plates shall be bolted to foundations with a mimimum of i/2 inch di�..meter anchor bolts spaced at 4 feet an center and embedded � inches into concrei:e . There snall be a mimimum of two bolts per piece w�th one �ol� located within 12 inches of F:�ach end of each piece . S. Wood studs may not t�� cut or notche� to a depth excee€�ing 25 percent of their width. Waod joists or rafters may b� pene- trated with a hole no lar�er than 1 inch diam�ter located at approximately mid-d epth and midspan of the member. Any , deviation fror� this specification must be approved by the Structural Engineer. , � T. hiinimum under-floor clearance between earth and wood framing sha11 be 18 inches to floor joists and 12 inches to flaor gir:9ers and ledgers. U. Studs in exterior walls and interior bearing walls of two-story buildings shall be not less than 2 inches by � inches . For three-story buildings, studs shall be not less than 2 inches bv b inches to tr�e bottom of the second floor joists and 2 inches by 4 inches for the upper two stories. V. Floor joists shal� be doubled under all parallel wall partitions . W. Maximum heights for framed walls shall be 14 feet for 2 x 4 ��alls and 16 feet for 2 x 6 walls. X. Dimensiona for framing sh�ll be as per architectural drawings. • � r ^ �, r • - v � ti ' I � Erection & Bracin� Requirements � A. Structural drawings are intended to illustrate the finished structure with all elements in their final positions, properly supported and braced . The contractor is responsible for � providing temporary shoring and lateral bracing of framing during canstruction to achieve �he fin�l structure. B. When requested, the Structural Engineer will furnish as an additior�al service tempoxary shoring and bracing reco:nmendations and details. Excavation A. Al1 t�psoil arid organic material shall be removed prior to placement of footings Qr slabs. H. All excavations sha].1 be elean, level and plumb. C. Excavation shall pe��etrate good bearing soil as specified on soils report and structural drawings . D. Contractor shall be responsible for shoring excavation if necessary. When req�aested � the Structural En�ineer Will fur- nish as an additional service excavation shoring recommenda- tic�t:s and details. E. Backiilling of excavation �hall be as pei• backfilling speci- fication and drainage requiremen�:s showr on structural drawings. Backfillin� A. Do nat backfill agains-� basement or retaining walls until supporting slabs and ad�iacent floor framing are in place or until temporary shoring is installed . B. In no case shall backfilling take place before ccncrete in walls has cured for 2$ days unless walls are braced by special sharing de5igned by the Structural Engineer. C. Cantilevered retaining walls may be backfilled after thi� 28 day curing period withou-L- the support of floor Frani�ng or shoring. D. Footings and foundation walls shall be ba�kfilled to protect against frost heave �rior to the annual period of freezing temperatures . _ ...� .° ` _ _ , Y _ . '� � Steel A. All structural ste�el shall be detailed, fabricated and erected according to AISC "Specifi.cations", 1978 and the AISC "Code of S�andax�d Practice", �976. B� Atl structural steel shall confarm to ASTM Specific;ation A36 except pipe aolumns which shall conform to ASTM Specification , AS3 and tube shapes which shall conform to ASTM Specification . A500� Grade B. C. Al1 conr�ections shall be made with balts conforming to ASTM Specification A3Q7 . D. All welds shall confnrm to AISC and AWS Standards and be done with E70XX electrodes . E. Steel ba.r joists �hall be H Series and desig-r�ed, fabricated and erectsd in accardance wi-�h Steel Joist Institute Specifica�ions F. Steel deck shall conform to "Vulcraft . 6C 26 Gage Conform� " form deck. G. Un1Qss otherwise nated on the plans, framed beam connections sha11 consis� of pairs of 4 inch angles using the maximum number o� 3/4 inch diameter bolts cal.led for in Table I of the AASC Manual for the beam reactions shown on plans . H. Expansion bolts called for on �h� drawings shall be "True-Bolt" or "Red-Head " with the followir�g mimimum embedments: 1 inch diameter - 42 inches 3/4 inch diameter - 34 inches 5/8 inch diameter - 2-5/8 inches , � inch diameter - 2-1/8 inches Frovide 10 bolt diameters spacing between bolts and 5 bolt diameters bet�veen centerline of bolt and edge of concrete . I . Headed anchor studs (H.A.S. ) shal�. be attached to structural elements as showvn on plans with a welding machine approved by the s�ud manufacturer in accordance with the manufacturer's weldi.ng specifications . J. Furnish one print and one sepia of shop and erection drawings to the Structural ��ngineer for review prior to the fabrica�ion of any steel. K. Unless otherwise s�ovrn on plans all column cap plate thicknesses shall be equal to the thickness of the beam flange that bears upon it. L. 4 inch plate Feveb stYffeners shall be provided in all beams at a11 bearing locations and at all points where a beam or column bear upan the same from above . M. Unless otherwise shown on Flan�F column base plates shall be pro�rided in accordance with Pal~� 3 of' the AISC "Manual of Steel Ccnstruction" for the maximum allowable load for the calumn sup�orts. ,�, ` , � � _ _`_ - _`.�' Concrete °"' . .- - � -� �` A. Al1 concret� design is based upon the "Building Code Requirements �or Reinforced Concrete" (ACI 318-71 ) . B. All concrete shall attain a minimum 28 day compressive strength of 3000 psi . Air entrainment shall be �f minimum �or all ex�erior work. C. A].1 reinforcing steel shall conform �o ASTM Specification A61s-�4 and shall be Grade 40 for #5 bass and smaller and Grade 60 for #6 bars and larger. D. Welded wire fabric sY:all confarm to ASTM Specification A185 E. Concrete materials shall conform to the following ASTM standard specifications: , Portland Cement: C1S0, Type I Aggregates: C33 � Water: Clean, drinkable Air Entraining Admixture: C260 Water-Reducing Admixture: C4�g4 F. All reinforc�ng bars shall. be detailed , bolstered, and supported in accordance with the "Manual of Standaxd Practice for Detailing Reinforced Concre�e Structures" (ACI 3�5-7�) • G, Concrete protection for reinforcement s�iall be as follows: Concrete poured against earth - 3" Concret� poured in forms bLit expose3 to v�eather or eaz�th - #5 bars or smaller - 12" Bars laxger than #5 - 2" Concrete not expos�d to weather or in contact with ground - Slabs and walls - 3/4°' Other - 1�" H. Lap splices in reinforcing sha1.1 be a mimimum of 36 bar diameters - unless othertivise shown on plans . Wire fabric reinforcement must lap one full mesh at sicie and end laps� but not less than 6 inches �.nd shall be wired together. I. Y�iake all bars continuous around corners or provide corner bars of equal size and spacing. Provide two, #5 bars around all � apei►:.ngs, extending 2 feet beyond edge of opening. J. P.�ovide continuuus shear keys at all cold joints and elsewhere as shown on drawings . K. All anchor bolts for column bearing plates sha�.=c be placed with , setting templates . All grout beneath column base plates and beam bearing plates shall be non-shrink, 'Eu.r�c,� , r ive-Star" oz. equal . �.r. Equipment sh�ll be provided for heating �the concre�e materials a:id protecting the conerete during freezing or near-freezing weacher. Al`1 materials, f�rms and earth in contact with concrete shall be f'ree from frost, �.ce �nd snow. 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Df�T�D: OS-14-2002 �Of� ALL GRADING AND �R0510N �/ � GONTROL METHODS � �' �; � \ 51' � UPPER LEV�L � \ , \\ tS�� �t��-.� ` ��,'���;�_ y 1 .f � \ � � � � �L =81�560 OUTLINE \ � b � ,�., �,,• \ � � � .���, � �� ��=a�:��, .�.,�,,y�, , � � � � , � � \ \ � \ ,� p�6 � (Q�i'-6= SEE \ ����.�,. `���C��� � �\ r \ w , �r��. \ �������<= 1 � \ 'j � \ 1 � � � � � � �9� NOTE NO 2) A ��.��pN � � � \� ���o �, ��,� �,.�y;�� e��204 0' � � � � � � � � � $�_ \ \ \ � I \ 1- \ \\ \ �\ \ �'n*�k :iF.•i41} 1 1 � \ � 1 / ' 1 \ �� \ ADDITION \ � \\ 'ti�`�;�' \ ��r� / / ` ��� Bow� � � O ,,� \ \ \ •� I ROO� ION MI�IN LEV�L EL =178 I' � \ \ '`` '", � ��`' =14 � �p,�G'�/,� 1 I � '� \ , 1 1 PROPERTY -- �, .� 1 � \ \ / 'F� PPER L�VEL EL =18 I � \ � ���"� \ `� `�� row 1 �E'� � � �' LINE � � � �� OUTLIN� �� row �'� � row ;���r� row � �=2030� 5\�� � / � � � ��'o LE�7��D: � �. � � I E�=82�� ,r� - � � � � �. i 1 I \ �T�1..�,-,- I'� ,� � �3. =, ia8o� EAS�M�NT — !� � � EXISTING 2-�OOT GONTOUR ��` � ,� \ \ \ S � EL=188.5' EL= � � / ^ t / � � i \ 1-� � � � � � � I �,����� � / -� �.� 3' TO � � � �, � I I � � � ��-{— \ \ \ Y� �v> -1 bb � � u ,k '�:y L= � � � � �! � � ti�'�%�\ GRADEG °s F Ta=e?� ��k' �' �885� � � I / o ° \ I ` ' 1 w�� — `�3� �� EXISTING 10-FOOT GONTOUR s o \ �� � \ \ � — — `�' E/�5T UN I T eL-=ei76 ao` � _•�° l.�`, f,�. � � o N � 1 ` �, � _ , o �. �-04 53 22 � — E�-� , -�°,-• _k�, N � � � \ .i ;;. �� R=qBq . q� � ! � \ � PROPOSED ,u Fx ' °� .= I .p I cn \ \ \ �\ ' \ \ 4� � '� ,.,��.,� ` rn � L=84. 48' '` ��?;��:il�_ :�Y� i 4 � I � c \ � \ eL=�-r-r 6� �=� �a ��� ,"�f� � � �� PROP05ED GONTOUR � T=42. 26 ' \ � 1 � t�o�os�n � �"``�` - � � � \ \ Z,��j' ' � EL=176 q� '�� L� \ � � �'� EXISTING TRE�S TO BE REMO�/�D F' GL�N=84 45 ' \ I � \ --� \ ��De �F ,_ ,, � � � � � �"��s} \ � 6' �.�,� � ;.�.,,,, , o / BR6=5 61 °�2 ' 45" W\ �=03 41 12 � .,-;;r,�<<;� � l I I 1 Q`�6 � L�T q- o � �� \ � R=qsq . q3 , � � � \� y � � J `� `L NOTE: � \ \ L=63 6�f ' --- � \ � � ; � � � � J \ EXISTING TREES TO R�MAIN OR TO �; I \ � ' � � THE SWALE ON THE NORTH SIDE O� BE R�LOGATED T=� I . 86' �-,f .,h- � .� y';kt�j._ LIMIT O� .,<„ x_„k,,",�',` GLEh�=63. 68' �� / "' 3;�;� / � � / ( ao THE PROPOS�D ADDITION /�ND DISTURBANGE � ' ,'�'`"'�_:. ` o I R6=5 6z°Z8' S0" W �ENGING � � I '` � � � / PROPOSED RETAININ6 1NALL5 15 TO 1 \ Y���`'j'` � / B� LINED WITH RIP RAP ����� X iEr' .A3 A I - i / / � \ TH15 AR�A IS TO �� � u,x,�;�:��;�,•, / ��t`����� �:°�������� PROPOSED TREES (5�� PLANT LIST) Date• y 6/05/02 �- I � � ��` ' MEMBRANE DRAINAGE PAN OVER I \ // � I � REGE I VE MULGH OYER -��������y�fi.t � THE GRAVEL OF THE �OUND�tTION :�,��:���'� � = WEED STOP FABRIG I i / � / � � AND FLA�STONE PATH i�ALL DR�INAGE SYSTEM RevlSed. � \ / I � � / � ¢ � I I \ / � TOW ��x� TOP OF WALL ELEVATIO�1 � � � I � / / � / / � � f I \ j � '\ EXISTING ASPFN TREES TO BE TRUE ''`-��wXx, BOTTOM OF WALL ELEVATION :� N � � � / REPLAGED AFTER GONST. � � J I // \ rs,�v� ►� �ossa o ` ; o � \ � � � �� �..�t��SC`�i�t �� ��� ��������t'� � �� ��...�t� � :� � I EXISTING ASP�N ' i � � TREE LINE TO SGALE• I" = 10' - `�� o � o r; «��; _ �� REMAIN �S IS �� � i / EXISTING GARD�N GRAPHIC SCALE 5heet Number .� EXISTING PINE TRE� in� \ TO BE RETURN�D a N g � TO BE REMOVED TO PRESENT 20 �� o �o zo ao = �� °� f�ND RETURNED OR � N \ REPLAGED A�TER GOUDT ION A�TER :s-�� A p. �, _ �� \', \ GONSTRUGTION HAS ` .� `� °y'' BEEN GOMPL�TED ( IN FEET ) � ,� Q� ) 1 inch = 10 ft .�; . .,..__ F �� �� , ,,:w ;,,,^ -`/ &�. � ' \ ,� N �"�` a'" � `0 �� ^ 'C p� , '� �`� � ,�P 9 � ' �� � DA PA. �� � SWE G �T �� �% v ��, � .�ppl-��s � � C� �-�c�-�'b►Z (J,P u�r�d- �� � �� � K,� � �b rc� � �� � X� � -- YY1 • SOU t � �,� .� .5 q �b��- 1. 2 � s�a A �'� ;� � � �N 4 u�� 3 �. � . .� �� s, �0 � � ��.. � �..�; ,� �;ti n,���..���=.:�: � �' , � � `� � o �� r�. � a � �� ;,. �� � � � � � O �. � � ¢ � � � �, �` . �} ,- Y- i � ; � � v� ,� o� �1�a�' L �.�(�i r�-Qu��n �4 � N � �� �–PROPERTY LINE �/"` � �/Q tl I�,r- ��'`eL�� � "" - � � 8� jL � � � a� � ` I �a��r �L y _ . �, � � .� s�F'+r� r�am s � �z � � � �� � �g �4.2 � �!� I �' ���c. � �- �., � .�3' � 8���� �P = �, � Q � :�. � bo � �p G' I _ _ � � � X � � � ��-2 ��4 � '� • � �' ���#� fi0 �� �D�fi���fi�� � m � � � , � � _ X � � ,_ , 5 I � � ��� �� � �� � �� ��������� : _.! O � .� 15 7 3/4 _ �� � . a�-o� 4�-o in� I' I SETBAGK L�NE � � 1!> � � vERi�win��Rn ur� `` IN P�DDITION TO WORK REL,RTED TO THE PROPOSED GONSTRUGTION THE v O O` �� ^ V' I OWNER WOULD LIKE THE FOLLOWING WORK GOMPLETED IN THE �XISTING � O , � '� io� • �� Io' UTILITY EASEMENT HOUSE � � � � �_ I GONT 12"xl2" I LINE � (� � , � SELF ADHE51�� I. PROVIDE VENT �OR THE EXISTING GLOTHES DRYER WITH DISGHARGE TO � C� (�J . W,4TER PROO� THE EXTERIOR OF THE BUILDING � � LT � - MEMBRANE (TYP) I I � � o ' �- p - - P - . . � 2 REPAIR TH� TELEVISION JAGK IN TH� LOW�R LE�IEL DEN �� V � �� � f � Q O ,� STUGGO GOATED I 4 � GORREGT THE APPARENT GROSS OVER OF THE TWO EXISTING TELEPHONE � .� 1-1-1 r 3 �� 4 GONGR�TE ;" � L I NES. °?R . a� 0 o z �� RETAINING WALL � '. � '" ` � � �, _ • �e 6, f � � i b . � � . � ` • . ' . , ` . ' 2x4 �URRING � ib. � I , ' ��L� i/2�� �w�Y `" PLANT�R �. �� ��� ' � 4 ( �ROM �AGE O� � I ; ,, 4 �� ' GONGRET� (TYP) �, ?• ,-. ;�x� P �NTE � • : I � 2 ` �� IV����� �� I �l������ l � l �l I �1���� : :� _ I A5.1 6. � ' 3'-0' m 'A� b' STUGGO GOATED '� � . GONGRETE I ALL WORK WILL BE GOMPLETED IN AGGORDf�NGE WITH THE LATEST , -TILE �LOORING ��MILY ROOM m I � RETAINING WALL ADOPTED EDITIONS O� THE "UNI�ORM BIJILDING GODE", "UNI�ORM" PLUMBING ' GODE", "UNIFORM MEGHANIGAL GODE", "NATIONAL �LEGTRIGAL GODE", �k ��P� . NATIONAL �IRE GODE AND ALL TOWN OF VAIL BUILDING , GOMMUNITY �� Q � 3'-0• , LINE OF OPENING � � �' I 4 RE AIN NG WALL DEVELOPMENT, AND FIRE DEPARTMENT R�GULATIONS. � s� �1 � • IN FLOOR f�BOVE � � TO BE MODI�IED HOT TUB � � ' /` I T O. SLAB 4 I Q TO TIE INTO NEW 2 ALL N�W M?�TERIf�LS AND FIXTURES ARE TO MATGH EXISTINC� IN G2UALI�TY, � � fi T�XTURE, GOLOR AND �INISH. THE ARGHITEGT SHOULD BE NOTIFIED I� THIS 4 I _I_ , � �� , "�" s'-io� 3'-a v2' 3�_-�� RETAININ6 WALLS 15 NOT P0551BLE. � i � PA�TIO f� -i r 4 ��. ioz-o - � I � � • 3 I/2 - - - - . - � 3. THE WINDOW SIZES SHOWN ARE APPROXIMATE. PRIOR TO ORDERINC� " �— � � � �- � • � WINDOWS THE GONTR/�GTOR WILL SUBMIT THE MANU�AGTUR�RS SGHEDULE A` • • • • . . . `� r � i � m I A �OR APPROYAL A4.1 . . . . . . . . . ---- —� . . . . . . . . . . . . ...� . . . . . . . . . . . . E— _ I STOR?�G� GL05ET STOR�GE GLOSET � • �� ��� A4.I 4 THE GONTRAGTOR WILL VERI�Y THE GAPAGITY OF THE EXISTING BOILER � — Q ONT. TREAT�D Z e� , I WAL�ELOW ' � �iC o� AND IT'S ABILITY TO HANDLE THE ADDED HE,4T LOAD �ROM THE t � - � 8 x 8 T I M B E R �- , 3��2 4 • ry � �� I S P R O P O S E D A D D I T I O N N O T I�Y T H E O W N E R A N D A R G H I T�G T W H A T, I� A N Y � � MODI�IGAT►ONS TO THE EXISTING SYSTEM ARE /�NTIGIPATED AND THE TYPE � ' o � �� • - - - � O� SYSTEM TO BE USED TO HEAT THE NEW SPAGES ; �-- � --- ;� N DN - -- - - -- - - I - -- . . . . . . . . . ' . . " (— — — — — — — — — ' � —� — /�5,� — 5. THE GONTRAGTOR WILL VERI�Y THE GAPAGITY O� THE EXISTING ;< � � t I5'-7 3/4' � UP � ( � ELEGTRIGf�L PANEL AND IT'S ABILI"f'r' TO HANDLE THE ADDED LOADS ��� I vERIFr "' m 51/2' I ' m , 5 I�� e'-lo I/4' I �ROM THE PROPOSED ADDITION. NOTI�Y THE OWN�R AND ARGHITEGT � ��{ WHAT, IF ANY MODIFIGATIONS TO THE EXISTING P/�NEL IS ANTIGIPATED � �� ,gi.&n"a^y...,�5 11-=,-r_'j!r si�nn�1�1`, / /�/, _ _ '.ts+'-n ,'.1�.- 'f 1 � 4 - � s,7n°.'i'r�'�.���_ iln I I ; P i.t'7 ' 3 EXISTING 6 TH� EXT�NT OF THE RETAINING WALLS ON THE WEST SIDE OF THE PATIO , � O 2 6 . I RETAINING WALL - SHOULD BE DETERMINED BY A LIGENSED SURVEYOR TO GON�IRM THAT IT •, � O Q �`. .� '452 � O 4 ° � TO REMAIN 15 NOT AGROSS THE EXISTING PROP�RTY LINE � ;�;. P�NTRY . (rYP.) I � O � ,� [� O ''i< B . . . . . . . . . . . . . . � J V A4.1 KITGHEN. . . . . . ' POWDER . . . . . . . . . . . . . . . . 1 . � . . A4.1 � � � � � � � 6 O . o I I � � - BELOW I I I � v ' I ��� '� � EXISTIN6 �I � I �I �I � � � �� I ����V�� I � I � I ����� , __._ — � � — — _. � _ — _._1 � HF�L.� '�� � �TaluluG w�Ll� � } ,� � ' �- �, / _ � ., % ;C� / TO BE REMO�(ED &� � � � � ' I �OR GONST. AND � . " � ( / ' / \ � REPLAGED ,4�TER � ��ADER O�/ER OPENING IS TO 8E �LUSH FRAMED WITH HALL GEILIN6 ;, � � • li,��N ��- i � ❑ �RAMING TO ALLOW FOR MAXIMUM HEADROOM AT PROP05�D STf�IR - '�' – --�– – – – – –�– – – –1– -- – – –� EL qq'-6�� . � � GOMPLETION � � � � $ o I � PRO�/IDE WOOD �LOORING TO MP�TGH EXISTING AND �INISHED TO MATGH " Z l I I Z � THE ADDED FLOORING SHOULD BE INT�RAGTED WITH THE �XISTING SO IT � �, �. �W� , � � � DOES NOT LOOK LIKE A PATGH �� tn � . / � � � � � � �< � � I --' � w O � g��REMO�/EDORI�G���O BED REPAIR�S�OU D NOT LO K L K� A PATGH � �� � :�` • �(-�� - � �- . ��r� � � _ �� �/�/'�n�1,���'C. I � EXISTING GLASS BLOGK IS TO BE REMO�ED AND OPENING IS TO BE �ILLED ` � � �� WITH DRYWaLL OVER FRAMING. TEXTURE AND Pf�INT TO MATGH EXISTING. I� � � '� ( (� I PAINT GAN NOT BE M�lTGHED TH� ENTIRE WALL AND AS REQUIRED THE �° G ��(^' _ ,�� � ENTIRE ROOM SHOULD BE REPAINTED. � Q'? (,�g G. ��•3 I �� ��1 � A4•2 t S� I� POSSIBLE THE NEW PANTRY SHELVING GAN BE GONSTfZUGTED WITH ;. f ' � EXISTING SH�L�ING TO BE REMOYED �ROM THIS AREA, N � aREMO�lE EXISTING WALL OR GEILING GO�ISTRUGTION IN THE ROOM BELOW r TO VERIFY THE LOGATION O� THE EXISTING WASTE LINE � A�TER GONN�GTION OF TH� WASTE LINE �ROM THE PROP05ED BATH, �LL fi, SUR�AGES ARE TO BE REP/�IRED TO BE FLUSH WITH THE EXISTING AND TEXTURED TO M,4TGH REPAINT ALL WALLS AND GEILING O� THE IMPAGTED ���� I �1� • ROOM , - . < ;���:.: ,u .�, �� I � ��� � ���� ���'� � Date: 6/OS/02 n7Y � � REMO�/E �XISTING WALL, SHEL�/ING AND PORTION OF GONGRETE � , � � WALLS IN THE EXISTING HOUSE TO �❑ �OUNDATION WALL ReVlSed. i� NORTH � REMAIN AND PROPOS�D �R,4M� o SGALE: I/4" = I'-O" p�DDED GR�A = 544 9 5� WALLS IN TH� ADDITION , ; � ° �/.�/�/1_/L�,�%C� EXISTING W�4LL5 TO BE REMO�(ED tia o (SEE 51TE PLAN �OR GR�A SUMMARY) �� , N � t O !A;:H±;i:�.'�ii�:�rv34+`:i`����'g. � 1� - PROP05ED WALLS WITHIN THE EXISTING � HOUSE ,� � F � " ,. .��� .� .r`�=. -�� � ° '< - � -� PROPOSED GONGRETE WALLS � ; LL� � 5heet �lumber &� N g - � EXTERIOR WALL MOUNTED LIGHT �-- .f �� �I XTURE (2) T07AL .� N . � �� _ N� ' �[] � �o a GONSTRUGTION NOTES o�, S Q �a 8r��, ��„�?` �� � �� • � � CO fa . �;Yl'' �a�S � ,�° � ; �� � � � �� � {- � ,� G �t�'l I�e� � � ���. ��t _ • . A4.2 SeG . 3 �o . Q. 1. � �r SW R �EG '� . , r � - ,� �.� . � �� 4 • f � � � • � . ' ' ^ {/�` {`} r � + � . .\.A ^`� • . 1 �� 1 , "`D A � � � � 54, ( �5-b , . o�` 't �, , • J 0� , � t. �_., .r..�x=.� WINDOWS ABOVE , � VERIFY WITH WINDOW � , � — — — — — — — — � — — — — — — — — — '°t 5 I/2' 5� 5'-10 I/2' 2'-O' (2�n�2'II 3/8' 3' 3 I/2' 10'-9 I/8' S' S I/2' � O � . ` � 3 I/2' 3 I/2' 3 I_'— I — — — — — — 3 I/2' , k � , � I � _ _ _ _ _ _ � � - �-- I , i . � m � . m i � � � x . • i ¢ ° � 2x4 �URRING HELD I/2" ` i � � O ,, ' `" �,_e, I N m AWAY �ROM FAGE O� � � , ' - . I � � I (TYP)RETE WALL BELOW PL NT�R � � >' � Q � � , I �GLO E-T- BE w—� � � Q X f �— PLANT�R � "' � � � � i SEDROOM �� 1L! m � � �� � m IY � '� \ B��ow . I �__ I � � X lL � �, � ? _I O � � � � � 4'-II' 3'-6' `�' �+' � f � r - � O. TOPPIN6 � O � s in� . � � I ,_ �� � � O � ° � 0 o I ��T � m EL I 12 O � �/. � ' � � � a� � �-- � '� �� . � � . ! 3 " � G � A5.� � 2 ; ' �j� � Q � y�. �, SKYLIGHT � '" I f5.1 ,_ / �(�'�(� `_" � � N �, - HOT 7UB� ABOVE o � m ;'� a� 1�' � ` 1 � � 3 � �: �BELOW '.�� � m 2'-I 3/4' b b' 5'-10 3/4' � v � O ' m � � � � _ ------_-- ------_- _ '� .: � w �' F � : � �� � �� � . . . . . . . . . . . . . . . . . . m — ' m � ;�� z . I .) I r,� A�I-.) � � � �OP�N TO BELOW . . . . . . . . DN . I . .� . . . . . . . . A�F.I ' (1- �, PATIO � SKYLIGHT 3 ;n �/ERIFY FOR WINDOW TO ri � ' BELOW� 2 � IABOVE ' ALIGN WITH THE ONE �; �� � _ >�� A52 � m BELOW q s� � - - � ;��, .,T -��> - - - . • . . . . . � '' - --_ -�� " p5.1 ;� VENEERED PLYWOOD � i GAP ON GLOSET � i � ' � AR � � m _ � � � ' r—�— - - - - - - - - - - - - - - - - ry `n- - - - �� I � — — — — — — — — — — — — — — — — i ——— — — — — —— — — — � ' � �/ERI�Y �OR WINDOW TO -- - � - --_ - - _ � � � � . PROPOSED=====-; -__--:---_-------- - - - 5 I/2' I - ALIGN WITH THE ONE 5�/2 L b --�-6- WINDOWS ABO�/E - � � � I � � — — _ --- -RO_pF B��.OW--'--------- ----------------_ — J � I � i � BELOW — — — — — — — I B -- \ . � , � x P�� Q�9 - � , , � D Y Q , . SWER F ` . , . � �� w ` � -r �. � , • . ' �/� , SFp ARG ,� _�. f S O � _ �l/ � I j � m � � � �- E V • �� � 3� � � O � �� V � � �=� A4.2 2` p}�/ c�0 � X : � m (�/ : V 1 X +-+�— � 3 - ' PROP05ED METAL ROOF —� � O � � (TO MATGH EXISTING) OVER � � O � � FULL GO�/ERAG� SELF � � t 2'3 3/8' I t 2'-3 3/8' • , ,4DHESIVE WATERPROOF � � � � �i° MATGH MATGH • M�MBRANE t V (� � I Y EXISTING ' EXISTING � Q � �* ( � � ,. . � �� V � � _ F O , � - - - - - - - - - - - - _ _ _ __�___ —_�— �- - -� " �� � Q � � �— — � u � i r=— ____ � T � ,—� _ - - -�_____ -°^9�""'�;c�..� ��F CQ�O . �_ �P� R9 t� � ,: SKYLIGHT SWERT T , ; � EAST UNIT ADDITION METf�L GLAD WOOD B � � " �TO RIDGE � D�GKit�G _ _ _ _ EX DONCS TO M�4TGH '-i � . `�EL = ±127'-4 I/S" — — — — — — — — S ��'` t{ 12 WOOD TRIM TO MATGH ' FD AR -� �6 / EXISTING " � � �p.f,,���.,�= .,r _ " / T STUGGO TO M�4TGH �' t 12 EX15TING s O �;� _ 6� , ' � �o M�TAL FASGIA TO MATGH T— '� , / EXISTING ' i �� ,• . � � v N � °4 � � � � m N � EXISTING HOUSE HIDDEN �0 � "" , � GUTTER WITH SOUTH �ND BY GRAD� =; � � � j� , OPEN „ V 1-- # �X15TING P�ND • � �' � O �- � PROP05ED GRf�DE m - ' EXISTING HOUSE BEYOND ,, >' �' `; � � � � X � � X 0 1-� `°. _�_ PROPOS�D GRADE 0 EAST UNIT �4DDITION � --- � � J � � 1� UPP�R LEVEL T O TOPPING �____ � � O EL. = 112'-O" — — I — — -- — - -I - - - - -- - - - -- - - - - - - - - - - -- - =---- -- I EXISTING 6RADE � O � I I EXISTING GRAD� � V �-- Q � I ( � I � - � � � I I � I I � � � �, ( I UPPER LEVEL ( I I � � '� '�` �LOOR O� THE � � � I-- - - - - - - - - - - - - - -� ADDITION � - - - - - - - - - - - - - - - - - - - - - � � �� � Q i— ';: �-- - - - - - - - -� � - - - - - - - - - - - - - - - - - - - - -� � W'� � � -T - - - - - I � �- - � ;. - - - - - - - - - - --a ` � �: � � I �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I = � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _- - � - -_ — J .: � . I _ - - - - - - - - - - - - - - - - - - - - � � � M/�IN LE�/EL � � r - - - � � C1=1JZ - ZC1=1� � � CI-I� Z - ZCI-I� � �- - � �_ � �LOOR O� THE � I I I '` EAST UNIT ADDITION � � �� �MAIN L�V�L TO SLAB — � � - - - - � --- - - - - - -- - - - � - - - - �DDITION--- - - - - - - � � I I � I I I � r ` � - - - � � I I I � '� .� _ .�_ 3,,,�I EL = 1 o2'-D" —�— J —L ---- I I ° �aST UNirt - - - �-- - ===___ __________________________________________ __ --____ --_�— _ � I I I I � --— I I I I � ,hEX15T. �IN. �L — — — — — — — — — — — — — — — — — — — — — — � = —_ I I ( I � �. EL = aq'-6" ' ` � ; - -_—___=====L=====_____�___________�___________________� - - �` PROPOSED GRADE AT l^1�ST WALL O� � -� �� � �� �� ��� I � I THE ADDITION = I� 1NOOD TRIM TO MATGH � � EXISTING s� SGALE: I/4" = I'-O" SKYL IGHT �� �� METAL GLAD WOOD �; � �� WINDOWS TO MATGH � — � �AST UNIT ADDITION �` p " EXI5TIN6 � =� _ _ _ _ _ _ _ _ _ _ _ �T O RIDGE � D�GKING � � �; '" �L = ±127'-4 I/8" � �: � �— }, - STUGGO TO MATGH " � EXISTING � � � � ,.�. .L 6 I� �6 METf�L �ASGIA TO MATGH �--�--� �: EXISTING � �;� �o �� � � GUTTER WITH 50UTH �ND � � � -— OP�N � O Q t , �o I r O � � , � . � � �/ , � EXISTING HOUSE IN �� ��--I O I �. �OREGROUND I � �J � °': ,__ , � A� � � :� � Q � � � �.i� ,�� '. � � � ��� _ � 0 _ �. � � � � � _ � �- � �- _ .�;. � bi � ,i EAST UNIT f�DDITION � � MAIN LEVEL ^� ; T.O SLAB r� — — — � —? �- i �— ' � — — — — — — — — — EL = 102'-O" � �. __ ' I I � � ( i � i I � ' , � , � � i , , EAST UNIT �� ! I � � i , � UPPER LEVEL �; : _ _ _ _ _ _ _ _ _I � _ � � ,��INISH �LOOR � + i I , I — — — — — — — — — — EL. = aq'-6" � _ ' � I I ,, ��. � � , . ��� :�. a : �:�:� . 1;� � ,i�� � ' i �' I ' ', ' �, Date• 6/OS/02 �� Q i; h , � li ii � °o � �' � I � I o � � � � , ��I,� Revised. o ,�, � I � � �;�� s• ��' � � ji I j ;�il � N . ' ;'���� � � � i� � , � ' �� � �� � I '� � i�' I " o ' i • ' i'j �I ji I � ' �� j� i EAST UNIT ', � II ( �i ; ; ; �; ii ENTRY LEVEL rY �.t �, �I��, I I j �, _ _ _ _ ,h�IN15H �LOOR L ' I — — — — — — — — — �L = GO'-4 3/4�� Z I I pF,' t � •'�=•-.s.";Y�€ -��s°;�i=e e ,�"� -rir 3 — - - � � v.- '° �� �� I � I I I �l� � I �� Y�;����� � ���l�i—T ��� X �� I � I � , 5heet Number ,� a u � # J C �� SGALE: I/4" = I'-O" .� � � �o e '� E� - ;: � dw � °� �� No � - � oU �Q I �` ',� >�§},''� \ _ A �\ � � .r ��O �OY � ��P � f DAN M. _ � SWE T GE _ �� ii , SE G��� � DA 4" -x' � '�. .a '�=4' lf ;# :r sf 3 Y: ) '1 `f O . � l� z9 � /•iL � V N � m � � � � � �� � � � � � s. SKYLIGHT = v � � � Q � METAL ROO�ING TO � � .� � #� MATGH EXISTING � X � � < �` � EXIST�NG�SGIA TO MATGH �X15TIN6 -� � (� � 1-n � 6RADE� � �� � � O ; � � O � � EAST UNIT ADDITION � � � � r °� _ _ T O RIDGE � DEGKIN6 (� � a, EL. = 12�-4 I/8" � � � ` � � ; v � � � � � 5 p� Q � w �INISH GRf�DE HIGH � � " POINT B�YOND / � GUTTER WITH / T Z q "KEYSTONE" -� � � OPEN E�D J MANU�AGTURED � ° + / M�50NRY BLOGK - - — - -- RETAINING WALL ; -- / _ �. ,- �,.� , �;,��1' _ RO � � � GUTTER WITH i � � � DOWNSPOUT ' � - � �? ' ' PROPOSED � GRADE � �� _ \ � ' , ~ � � � � � WOOD TRIM TO MATGH ;�� �XISTING 'a � � � -- EAST UNIT ADDITION � � �� � _ _ � T _ ^ _ _ _ _ _ UPPER LEV�L T.O TOPPING L •. f V �1 � ° � .. EL. = 112'-O" %� � / / � � ` i STUGGO TO MATGH , � � // I - / EXISTING - I �- - � METAL GLAD WOOD � — � � WINDOWS TO MP�TGH � � � . � ( _I � I I�� EXISTING � , :E _ � ` STUGGO GOATED ' � ` . �� —� �� � ��I I GONGRETE RETAINING t� � �� ( W,4LL � •t � , ii/ ii�i � , � �II Ji i � �I (I � EAST UNIT ADDITIOt� � �� � �� J I MAIN LEVEL T O SLAB � � ��� - - EXI5TING AND `- �'� - - - - - EL = 102'-O" t� � O , ���� EAST UNIT � O Q �� - - - - - - UPPER LE�/�L LIGHT �IXTURE (5EE SPEG) < � �, - - - - - - - - - - - - - - - EXIST �IN �L � a ; EL.= GQ'-6" --� 0 �r � � � � � � � � +� � � r �X I ST I NC� G01�ST. i=i�Oi�OS�D �DD I TI O�l _ � ; � � } _ � � �:t EAST UNIT � # ENTRY LEVEL t� -- — — — — — — — _ _ _ _ _ _ _ _ _ ,.�EXIST �IN FL , O :-s EL.= a0'-4 3/4" � �. ,� �� � � �: � � s � �a � I �� I � ��� �� X �� I I ` � ��� e��� ��� �i�� X �� I � I ` . t �� � SGALE I/4" = I'-O" SGALE: I/4" = I'-O" � �� � � :�. � � � � � �' ,� - � � {� :}�' ,4',..%'�'� ``/'FX � Date. 6/O�/02 �; `�� Revised ��` � , � � - M d C7 O ' O I § O � N � � t � O N {i �'�'.fs '!Y. W �'Q � s a� �� Sheet Number ' LL U �' _i c O�p .R� . O r.. �' r � �x � � � C4� � t O M p= ,� =p oU ` �¢ � r <_5 . ..;e y �.,,�'t�7.xar` " -nr���^",..a`K� , �� - � ��� ��� �� : �P � � i DAN M. , SWE GE x _ � �_ I � �vV "', _ ,�r s G �,� �, ED A :� .� �ry 'F i ��...i�.f.��y,.,r-F ' SK�Y�IGHT-�" ? _ �,,..�--_ _._ _. e,. O - METAL RODFING TO ` Mf�TGH EXISTING '� � ~� � v, v N � METAL �A5G1/� TO M,4TGH ` " EXISTING ` � � � r � ,- � � � � .-� EAST UNIT ADDITION � V � r EXISTING ,},T O. RIDGE � DEGKING _ _ # �- �y } � � GR�DE EL = 127'-4 I/8" 'i '' � � Q X : �; � m � `` __ I i' I � � X Q/ ± � �_ � � O +i I � � 0 � � � �IN15H GRADE f�T � ; a � O � � RETAINING WALLS � 0 � ,. , � � o � , � �IN15H GRf�D� AT � � Q' Q � Y HIGH POINT BEYOND I � - + f � `� � \ -- --- -- ---- - - - - - � � - "K�YSTONE" , GUTTER WITH SOUTH ? V � � � MANUF?�GTURED � - • END OPEN � � Q � �, M/�SONRY BLOGK � � � � RETAINING W�4LL —� \ ` GUTTER WITH ' ' DOWN SPOUT k Z WOOD TRIM TO MATGH Q � � EXISTING ' � - �� � EAST UNIT ADDITION � � ' ,{�UPPER LEVEL T.O TOPPING - ' �a� .:- ° � *' "^ — — - - -� — - — — --- EL.= 112'-O" , � , � Ft STUGGO TO MATGH EXISTING �_ /, _ �� r;� � METAL GLAD WOOD � . � � WINDOWS TO MATGH � � � EX15TI NG � � �— --- -{L . E— � : � �, STUGGO GOftT�D � � ' j t} GONGRETE R�T/�INING WALL � � � �� ,� �. �� � � I �1�P, -�` ' � � � EAST UNIT ADDITION � r� � I ( � )n I _� ` _ ,hMAIN LE�/EL T O. SLP�B _ _ _ _ _ _ � �I�� ���� _ �— EL.= 102'-O" � _ -� -- - � � — :, �° � � E�45T UNIT - — — — — — — — � y � s: � LINE OF RETAINING Wl�LL EX15T FIN �L. � - P�ND GRADE AT PLP�NT�R — — — � — — — — — — — � � "` � �� � HIDDEN BY GRADE IN �L.= Gq -6 � � I— � - FOREGROUND EXISTIN6 � ' � � 6Rf�DE i I � LIGHT FIXTURE (S�E SPEG) �--I--I Pi�O�'OS�D �DD I T(ON �X I ST I 1�C� HOUS� , � � HOT TUB � O 4S Q � O � Y � O _ EAST UNIT � —1 � u ,�EXIST. �IN �L U--� O EL.= a0'-4 3/4" — — — — — — — — — — � � � ' � � �u � .; � � } ��. � � i� — :a �������� ���� � R �� ( �� �� ( �� I �� ���� ��� R �� I �� � � :a � O K SG�LE. I/4" = I'-O" SGALE: I/4" = I'-O" f � �"' � _ ,; �f �� � ,4 ;� � �f � 4' � i'4' !4 �s 19F1f� ki :j � � f 4 Date• 6/05/02 = s� Revised� � .� � Q # � � � � 0 O f N �{ �� � £.. p ,�f4 <D ` O � y ' - �:.�:P�s t � � V`"' }• M� 5heet Number o� x�. � .} a� _ � 'W°o , o.. � •-c.i o n �x �, E� ; O M .�. N b 1 oU �� s 3� ?,i�.�6y� ,: .,� � �� ' � ��p���4�,� ��� � ��' �P 9 �; n NiVY P °� , TYPIGAL ROOF A55EMBLY SW TFE - METAL ROOFING TO MATGH - EXISTING ,� -� - - �ULL GOVERAGE SEL� ADHE5IVE V � EAST UNIT ADDITION INATERPR00� MEMBRANE ; � `; �= S p � �. G T O RID6E - S/8" EXTERIOR PLYWOOD DEGKING � � �; ,�-� �_:�.�-;;� EL = 127'-4 I/8" - - �� � � �� (SEE STRUGT) � � � �:��'�\I �;�� _ - , � l _..-�`�,{ � �\ .� �,� 1 - ROO� JOI STS (5EE STRUGT) ``, - TYPIGAL �XTERIOR '' � ' �����j - fZ-30 BATT INSULATION � _� � W�LL A55EMBLY �� �� � � � � �- - 6 MIL POLY YAPOR BARRIER "` - STUGGO TO MP�TGH EXISTINC� 12 �l� `�� � I 12 �� � � 6� . -; � � j �6 - 5/8" DRYWALL (TEX � P�INT) � � �' _ "TY�/�K" BUILDING WRAP � �= � '� � � /i ,�','��� �` I �' 'I � � �'� v N � - I/2" EXTERIOR PLYWOOD q �� m � \, - SkYLIGHT • m N SH�A7HING � � � �� ���� �TOP OF PLATE ,' � �O � ,� - 2x6 STUDS (5EE STRUGr) ��� m �� INTERIOR GLf�55 PANELS EL = 12o�-O�� � d� � ��`° - R-Iq BATT INSUL/�TION � �, �� INTO BEDROOM � �- ` - 6 MIL POLY VAPOR � � -` O � � ��' ��'q� 5'-10 3/4� \\ � y � �i � Bf�RRI�R � � � � 6'b' (2)Fau�. 5 \ ��' LINE O� EXISTING HOUSE IN j� � Q X ` - 5/8 DRYWALL (T�X. � P�INT) �c2 �� �r �OR�GROUND 1LI m � � ? — — — — — ��-- �— — — — � — — — — � — — — — — — — IM. — � — — — — � X ,— � — � � � � ' � � j �'� STUGGO GOATED T�w -� � O I � � LINE O� EXISTING HOUSE I I � �y GONGRETE RETAINING E L = 1 1 2'-5" C Q � 1-n k i IN �OREGiZOUND I I / �'� WALL (188 5') � � O � �.. -- — — — — — — — — — — — -�- — — — — — — — — — — TOW- — — — — — — _ _ ; - - - - - I ; i EAST UNIT ADDITION � � � �. - — ���L = 112'-�" - -- - - - � I ° G' �iI'� _ - - - - ,hUPPER LEVEL TO. TOPPING � � 1� •5 — �— — � -__-____ _j . �L = 112�_O�� v Q (188 5') � � EXISTING BLOGK WALL � I� � '' STUGGO GOATED GONGRET� i' �'', , MODI�IED TO TIE INTO � � � RETA�INING WALL = �f: ' ��a , ` rl . _ NEW WALL � � � --� � � TOW ` ;� �;, 1 TOW , � Q � Y;. �L.= l08'-5° — — � FAMILY ROOM ��, -' EL = 10�1'-II" ,� l.l._1 � ;. i� — — — — — — — — — — — — — - — �f — — — — �184 O') �. (184 5') �- - — — T — — —� -� — — — — — -`� � , � � �`` � TOW - - � — _ � TOW � ,' � � II � � � II �� . �4 �''� EL = 106'-5" � - — — — — — — — — — — — - — — — — — — — — — — - EL.= 105'-I I" - — -- — - — - '� '1' -- - (182.5') Q- j - — — — — — — — — — - - — — — — — — — — — — (I��Q� — — _- — � - ------ -- Y IZ � Z� T� �] II � �] II _ '�' STORAGE � , - -- - — ; < T z � �- .� � . _- -_- , , �. � � � _ _ _ _ ���� ��'�� � _ _ row � � ;��, � . . .f�. ��,:-� .� �;>.,t�, :....-�Q (17q O) 2'-II° � — - � - -- - - - �� � _ , � � � -- � --- � � EAST UNIT ADDITION �: - �MAIN LEYEL T O SLAB a , ° ° , EL = 102'-O" � — ----— �-- — x � �� — — — — — — — — — — — ��— — — — — — — — — '— z ., �--- ----- --� EAST UNIT �� � I � -� _____ -- EX15 IT NG - - - - - - - - - - EXIST FIN. �L ,� '`°, l� , � T — — — — — — — -- — — -- — — — — — — — — ----- . . EL = �ia-6 ., PROPOS�D _ _-- - � G�D� GONGRETE SLAB (5�E d, PROP05EDND 't � �� GR?�DE - '` STRUGT) �° GRAD� EXI STI NG � , GR/�DE HOT TUB (N I G.) / 2"x2'-O"x2'-O" RIGID PER�OR?.TED P�/G PERIMETER INSULATION � PERIM�TER DR,41N TO � _ DAYLIGHT, SURROUND WITH �i � �: GRAVEL WRAPPED IN �ILTER '}�I��� : � kr - FABRIG (S�E SOILS REPORT) I �t � _ - TOW � � EL = +/- X'-X° �XX X') � � -�� � � C� '�I �° �I TH15 IS THE � �-THIS IS THE AGTUAL � -� ��O�O✓�� �U I �� I I �G �L.�� I � I � � � RE�ERENGE ELEYATI ON NOTED ON � � ELEVP�TION THE SIT� PLAN {� SGALE: I/4" = I'-O" � � 4. � O r � o Q �.� Ef�ST UNIT ADDITION ; O � T O. RIDGE � DEGKING ;, � � - - - - - - - - - - - - EL. = f127'-4 I/8" � � ��' .l�-� � o ��� SKYLIGHT �z � � L , � (� ; 1—� —�� `r 6 I� �6 1.� } � � a � � � �: . � �I RA I'-0. ' S � - � � � �z c; E � 1-1 J � - : � � � _ � � — �, � b � �, EAST UNIT ADDITION _ _ _ � - _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ ,}�UPPER LEVEL T O PLYWOOD � =�� ' . EL = 112'-O" �- - - - - - - - - - - - - - - - - - - - - - - - � � � � � � ; :; � I PROP05ED OVER i �' I �RAMED ROO� I �t t I I 3 II i �GS'�`SC " �� �':l::,c'�' _� I I : � � � � Date 6/05/02 �� � i I 3 Revised. a � � E!-�ST UNIT ADDITION >_ � o MAIN LEYEL T O. SLP�B ` � - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - —� - - - - - - - - - - - - - EL = 102'-O° �: � EAST UNIT � � o EXIST. �IN. FL 3 rl,_ � — — — — — — — — — — — — �L= aq�-6,� Q ; _ � ' r��'�- r' '"�-"�`�-"�'�"-�'°-�'�+ � v.— � 5heet Number x: o^ �� � ������ �V I � I I �� ���� I � 1 � � N 0 � tt O fr ��� . rl �.� , SG�LE: I/4" = i'-O" ; � r � 0 M k N� O Z O� �Q �,, ��� -ri ir� =� � .�s _ � O� 4 �� �� �� 2_ ;� ��Q' �9 ��. �; �A Y M. �, _ � � SWE � � � .�; . �. , � q � �; � S�D A�G�� � .y " � t G�' �'�i ��trv � � � � �i _ �� � O �x w � y � � � � I SKYLIGHT � (v � ; j� � � `: EXISTING � — -� � ��GRADE jj� � � � EAST UNIT ADDITION � { v � � � �l 9" � 1 T O. R DG � DEGKING Q � EL. = 127'-4 I/8" PROPOSED � � � X GRADE - - - _ - - - - ' � � � ?�� �` �_-----�-------_-�-=-=T =z - -C- _ y _y=_—__f -X- --\-�- -=�X�-�-- -- - �s � _. � j�1����C�`����Y�T�����'��Y'u�������v�������,��u����,�Y��f��Y���xy� X�, ������� �� x � , ��- � O � �: � nl � ' �. m � v r � �,�,�, Y LL�J O O � _ Pity "K�YSTONE" �� ' � MANUFAGTURED �K � � NOTGH BOTTOM OF P05T5 } � (L � � ''F MP�SONRY BLOGK I- � I � AT TOP OF DEGKING TO ' � Q � `�t TYPIGAL �LOOR RETP�INING WALL E-- q ALLOW DRYWALL AND '� � I.Y (�J �r GONSTRUGTION �~ �2 �'�'� ` IxTRIM TO GLEAR TH� � � ' �. - I I/2" LIGHTWEIGHT ;`� 1 FAG� O� POST �� � � -� -'` GONGRETE TOPPIN6 � ___ _ Q O .� ,�_:�_ . - 3/4 T � G PLYWOOD !_=' � ` � � 1-U � _�� (GLUE � SGREW) ,a I� � � 5 3 I NEW ROO� GO�ISTRUGTION '� �" ? \ � OV�R �RAMED ON THE _ �' �� (S�E STRUGT) � � A52 A�2 AS.� �XISTI�IG ROO� �g Z �= - FLOOR JO 15T5 � - 51M / � (SEE STRUGT) �, � � (S�E STRUGT) a � ' �` ; , . . � : r --- �: ;f ; - 5/8" DRYWALL I= � � -_____ --_-----=-____- " EAST UNIT ADDITION (T�X � PAINT) ,�} BEDf�00M I _ I � � ;,s�. . ^V=�,, ,;., :4 f.rq; �,�;�;�' ,}�UPPER LEV�L T O. TOPPING _ _ _ _ _ _ _ _ ( � �, �L = I 12'-O" — — �- ----__= -�-- �� � � F CO�� -` � '� � P . �� ` DA N M. � �Tf , � � SWER E - �� . ; - � , � ��� EQUAL EC�UUAL. ' ��, i � � , �, �` TYPIGAL EXTERIOR � �� � ' � WALL (SEE SEGTION S�D A � ? , 2 � -� A-A4.1) I i A5I �/ � �= _�' . � 3 / � � - 2x4 DROP GEILING I �� }` ` f �RAMING � 51M �� , � O �IN15H I � � � � � � GEILING I . , I .l` UPPER L��/�L I , • �, _ __ ___ T O. TOPP I NG V (v �O � N - TIL�D END ON WALL � • � �L = 112'-O" f� � � � � B�YOND TO BE � �� '�>- (� '� � , ALIGNED WITH FAGE -° ��-�, ' i >%` 1-�-1 � � �A O� TILE ON SEAT . -� � �. j° MIRROR � � � _ _ LANDING �„ � O � , � THINSET GERAMIG TILE ' ` II,�� ��� � EL = li0'-I I/2" � CS� � x � � ON GEMENTITIOUS �, ' �, � �/ � r BOA�RD (TYP) � �4 � X Q � � o TYPIGAL RAILING � � �` .-1 O J >� ' � (S�E DETAIL 3-A5 2) , (2) L�YERS O� 5/8" TYP� ',��j � O O � � � ,� A55EMBLYLL �OR I-HR l� O � �� � � ; �,,�� T I L E D S�A T S L O P E D , ,�-- Q �J�j � ��'��� % I/Z" TO �RONT EDGE . , \\ '` V � �� 4" \` �- Q � � / , , � , ` � \ /,;' ` � `r _,� 2x12 STRINGER t� � � Cy � � � ��I� , ` `�+ � � m � � � 4 i , '�� r _ _ �r i . � -� \` � 1 � A � � ^ O .,1,' i i� � . C� � �. i-_i _J. �� � ; �'i . � /�OP�N�� � '-, • '� r s. � � � ,� � � t ` ' � ' �� � �' WALL WITH � N STORAGE GL 5�T � � � � � '` � ��, � �IN15H RADIUSED TOP / =�` ' Z � � _ /`� �LOOR � � � s= . � � 2'-b" I'-b" 2'-b" 7 PARTIGLE BOARD � �� A5,2 TREADS AND RISERS �N05�NG�NP� /,� 4 � NOTES• i G/-�BINETS, GOUNTER TOPS, i''LUMBING �� � , �'� �IXTURES AND FAUGETS ARE TO M,4TGH � � � MAIN LE�/�L �XISTING OWNER TO S�LEGT TILE �OR , �` GOUNTER AND BAGKSPLASH x ____ _ _ __ T O SLAB ���� ����""�L���� I �� 2 VERI�Y GABINET AND GOUNTER a a � ' � � ° __ 1 Q PROP05ED EL = 102'-O° � � M�TERIALS AND GON�IGUR!-�TION WITH GR�DE s' OWN�R PRIOR TO ORDERING. 4" GONGRETE SLf�B 10'-0" 3'-8 7/e" ' GONGRETE '`� SGALE: I/2" = I'-O" ON GRAVEL OV�R , , FOUNDATION W?�LL GOMPAGTED EARTH (�2J EC�2U?J-TREADS LANDING �� ; a (SEE STRUGT) �� (SEE STRUGT) � `� � � NOTE• f `� �k ��� I � �is�GT I �� OVER STAIR TREADS, RI ERS f�NDIDED � _ I LANDING AND O�/�R GONGRETE FLOOR � SGALE: I/2" = I'-O" 5LAB5. GARPET IS NOT SHOWH ON THIS - S�GTI ON. � • y � r�a � .� � � j` � � � 4 �: � �n �3� � i: � � � I 3 5 � _ A5.1 A5.2 �2 ` � x-� � , �- O � � � � � � � �� � . . � � o � j� � I � � --� o � : ' � �u o � l# TYPIGAL EXTERIOR WP�LL � ( I� � � (S�� SEGTION A-A4 I) r I � , "? � ' � � =1 . �h . I ( `" I-I/2' GONGRETE TOPPING ON � � � §f � I � 3/4" i�L.YWOOD O�/ER GANT } � � , m JOISTS (5�E STRUGT) �l r p` � UPPER LEVEL � • '_, �-{N T.O. TOPPIN6 �� `�' � 3 �L. = I 12'-O" ----- ----- -- - O � • PROVIDE BLOGKINC7 FOR �, '�, � ,'� . . j ALIGNMENT WITH DRYWALL � � IN�ORMf�TION TO GONSTRUGT THE o -.� �� ( - --- ------ — WRf�PPED BEAM BEYOND � G/�BIN�TS, SH�L1��5 AND GOUNTERS �OR -' �� ( - � ' TH15 WALL WILL B� PROVIDED RT A � . �� ' � ��� LAND i NG ` LATER DATE - �------ ---- � �,. .� EL = I 10'-I I/2" -% ,, � (2) LAYERS O� S/8" TYPE "X" >: �--- i � I I � � , DRYWALL �OR I-HR — �', , y� �a � A55EMBLY � - � t �'-` • �� �, 3� �� 3'-71/2" I'-8" 3'-0° `'' � ', �LANDING (2)C EA�Q LANDING "` I�J �� � � � },, � � : � � i� PORTION O� EXISTIN6 � STOR/�GE ROO� OV�RHANG TO BE ' GLOSET - `�� R�M01/ED ( � �� Date• 6/05/02 ; . �, EXISTING WALL P�ND � Revised• - ��� I �m� �O��� I �O� I � �b�� Y �� ( O I � �OUND�TI ON TO REMAI N 1 4" GONGR�TE SLAB ON ' � GRAV�L OVER GOMPAGTED ' a � E�4RTH (SEE STRUGT) m 0 SGALE: I/2" = I'-O" T OI SLAB�L • � ' � NEL = 102'-O" ---- - - °' ° ° ° 0 N 1 Q / . u� d . O d�� O / _- � - .,��s. � 7 T 6 J� .- ,q�2 5heet Number f' �'` OPP. y U� _ HAND _ i o° _ � I � I � ���� I1� 1 � � w ��� 2 � �,x �, �� _ 0 o� SGALE• I/2" = I'-O" ` . r Q� 7 _ � � �Q _ " ��';t. "L`n r;�,�1Y�" ..-�`� / i _ _ \ �° ����t� . „ ��`� .� � 2�-oM b i�2� � � DAN M. = I--�- I SWE T I I I GLE�tR GLA55 - VERIFY ,c� � - � I � ' THIGKN�55 FOR WINDOW � V �: � � ' FAG� O� EXISTING SIZES SHOWN .� � - TYPIGAL RAILI�IG �r 2 I I PLYWOOD 5HE/�THING � tr (SEE DETAIL �-A�2) � GLAZII�IG TAPE ON BOTH SFD A�G� ' 'a- I ( , ' S1DE5 OF GLA55 - " , I �a r� .� � 3/4" x3/4" WOOD STOP r ' � j � I I / , � 1 �STAIN) ,� , I ' - • ' % r r'�1��J���% , - I , � � PORTION OF EXISTING I�(�'- -�;� � � .� O _ I ��)J(� TYPIGAL WOOD �AMB � � / YVALL TO BE REMO�/�D - ���� ('=�'=%-� TO MATGH �XISTING � ; , � . I � ;' I �-=-"� . (STAIN) - � ;,�. . ' �__ _=� ° � {� I � EXISTING STUGGO TO BE • - f y'� ''� 5/8" DRY 1^I�LL V m N ` REMOV�D j� �' � � '�I • / / - Zx4 STUD WALL ''' • I . � - � �� ,.� � o- i, ( �� % u o � � I - } ,� BASE TRIM TO MATGH I � Q `r EXISTING 'v 4 � ` � X �' m - i ua m � , m M� ' ���°� I � y. � X � � � ,� !� �, o � � GONT ROP� TO MATGH I / ;� � O ` EXISTING , i /' I I �l I � I � � I I ���� � O O i / I , I � � � (STAIN)RPET STOP TRIM I o I , ;' / SGALE= 3" = I'-O" � � � � �. . m , � Q � � � � �I „ � � � -- Ix4 TRIM BOARD (STAIN) • � ,3 ` ' 4 �� 3/4 VEN�ERED � � -,� , � I PLYWOOD GAP (STAIN) � Q O ,' ; �i�� � r �•2 N � GARPET WITH PAD ,' I/2"x I I/4" WOOD TRIM � � � �, l,' � � I ( � m m � �ST/�IN) ''` Q Q a Q Q • �' �, , �. ,:I 2x6 GEILING JOISTS � � a • � ° a� 4" GONGR�TE SLAB ON ► � a o � a a � ° a ° a GRAVEL OVER � ° a a ° � 5/8" DRYWALL °- a � � ° a � � GOMPAGTED �/�RTH ° � � % � � � � � ° '" /� i� � � , i�: � , a a k' (5EE STRUGT) _� '_�� h ° a , %� , - - - �-' da � - - r o d ° -a� �lY !'_\ ��_ ���' /� a a a a / � «y .�a-- ,�y. :�� ��+, a3ri { 2x8 HEaDER �f =I � 1=I I I= ° �f EXI5TIN6 GRf�DE— �� �—�� �i-i� �—� ��� ,� __ _ , 4 �--� a ��_� ==1!�!–=—� =� � 1=,=–i � � . \ GENERAL NOTES: DEMING ADDITION JOB #0204-23 STRUCTURAL WOOD FRAMING: 2000 IBC FRAMING NAILING SCHEDULE (TABLE 2304.g.� � DESIGN CRITERIA: SOIL-REINFORCED SEGMENTAL RETAINING WALLS• a. Except where noted otherwise, all 2" nominai lumber, except studs, . CONNECTION FASTENING°� "' LOCATION shall be Dou��las Fir-Larch #2 and better, and all solid timber beams a. Soii-reinforced segmental retaining wall design is based on the Roof Live Load (Snow) ------------------ 80 psf and posts 3 nominal and wider shall be Douglas Fir-Larch #2. National Concrete Masonry Association (NCMA) Design Manual for �,0 - Roof Dead Load ---------------------- 15 psf b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. Segmental Retaining Walls'. 1. �o�st to s��� or girder 3 - 8d common toenad ,`�c,Q;.•'�'e �'"-- o �- �'. o _' Floor Live Load ----------------------- 40 psf c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or b. Contractor Shall follow the construction guidelines stated in the NCMA 3 - 3" x o 131" na�l �:•�v� � -`� c�, • Floor Dead Load ---------------------- 25 psf better 2x4 or 2x6 studs per plan and shall be nailed together with 2 Design Manual for Segmental Retaining Walls (Section 6), or 3 - 3" 14 gage staple „�,�� � � - Basic Wind Speed --------------------- 80 mph (Exp. B) rows of 16d nails � 6" on cehter along each stud. manufacturer's specifications. 2. Bndgmg to �o�st 2 - 8d common toena�l each end o;> � � � Seismic Zone ------------------------ 1 d. Built-up beams consisting of multiple 2x members shall be nailed c. This retaining wall has been designed according to the design 2 - 3" x o�3�" na�� od;�� N ° UBC Edition ------------------------- 1997 together with two rows of 16d nails spaced at 12�� on center, or recommendations set forth in geotechnical report 102 175 by 2 - 3" 14 gage staple �0••./1l .• _ with two row5 1�2�� diameter thru-bolts spaCed 24" on center. HP GEOTECH. 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail �0������Qt�O� � e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and 1. Max. allowable bearing pressure = 2500 psf (dead load plus full 4 Wider than �" x s" subfloor to eacn �o�st 3 - 8d common face na�i FOUNDATION DESIGN: better. Plates placed directly on concrete walls or slabs shall be live load). 5 2" subfloor to jo�st or girder 2 - tsd common blind and face nai� � pressure-treated Hem Fir #2. 2. Lateral earth pressure "active" = 50 pcf s. Sole plate to �oist or blocking 16d at ts" o.c typical face na�� = a. Design of individual and contmuous footings is based on a f. Wood beams bearing in beam pockets in concrete or masonry walls 3. Sliding Coefficient = .45 3" x o t3�" na�l at 8" o c - maximum allowable bearing pressure of 2500 psf (dead shall bear on a treated 2x6 beanng block. Provide 1/2" clearance 4. Angle of internal friction = 30 degrees 3" 14 gage stapte at �2" oc. ' load plus full live load). around end of wood beam. Block against sides of beam pocket with 5. Moist unit weight (back�ll) = 115 pcf b. Foundation and retaining walls have been designed using a treated 2x blocking to provide lateral support for beam. d. The geosynthetic reinforcement fabric shall possess the followin Sole plate to �oist or blocking at braced � 9 wall panel 3 - 16d per 16" braced wall panels � lateral pressure of 50 pcf. g. Within floor joists spaces beneath solid or built-up columns noted on minimum design properties, determined by product specific testing as 3" x o�3�" nad per is" - c. Footings shall be placed on the natural undisturbed soil, or plans, blocking of area equivalent to column above sholl be provided. defined in the NCMA Design Manual for Segmental Retaining Walls 3" 14 gage staple per �s" � rn � compacted structural fill, below frost depth. Door or window trimmers consisting of a single stud do not require (Section 3.5). 7 Top plate to stud 2 - �sd common end nail (j � rn `� d. This foundation has been designed according to the design special blocking in the joist space. 3 - 3" x o 13�" nat� Z I I recommendations set forth in geotechnical report 102 175 by h. Except as noted otherwise, minimum nailing shall be provided as GEOGRID TYPE LTDS C i C ds 3 - 3" 14 gage staple - � � � HP Geotech. The contractor shall follow the construction specified in the "Nailing Schedule" on the drawings (2000 IBC Table 2304 9 1). �� �� 8 stud to sole plate 4 - 8d common toena�l �j � °^' °^' requirements from this same report. i. Bolts used for wood framing connections shall be installed with Geogrid A 700 Ib/ft 0.7 0.95 4 - 3" x o.�3t" na�� e Provide continuous foundation drains around the perimeter of all standard washers and nuts. Geogrid ��B�� 1600 Ib/ft 0.7 0.95 3 - 3" 14 gage staple Z �' o Q basement walls and at the base of retaining walls. Contact j. Unless noted otherwise, steel connectors such as those manufactured � °�.'� eotechnical en ineer for details b the Sim son Com an shall be used to oin rafters, oists or beams e. Segmental retainin wall SRW units shall meet the followin � �' 9 9 Y P P Y J J 9 � � 9 2 - 16d common end nail � f. A representative of the geotechnical engineer shall verify soils to other beams at flush-framed conditions. Use all speci�ed nails. structural requirements: 3 - 3" x o 13�" na�� � � conditions and types during excavation Report any discrepancies Connector conditions not otherwise noted shall utilize Type U or Type 1. SRW units shall be machine-formed concrete blocks specifically 3 - 3" 14 gage staple � from original findings to structural engineer for re-evaluation HU hangers of a size specifically designed for the member supported, designed for retaining wall applications. 9. Double Studs 16d at 24" o c. face na�l Z Q' � � of foundation design. as shown in the manufacturer's published tables. Contact structural 2. Load bearing concrete masonry units shall conform to ASTM 3" x o.�3�" na�� at 8" o.c. Q g. Bac k f i l l aroun d an d a bove s truc tura l bu t tresses an d re taining wa l ls engineer for details as required. C90. 3" 14 gage staple at 8" o c U � `t °0 shall be compaction-tested per the recommendations of the k. Wood nailer lates installed on steel beams or concrete walls for to 3. Units shall be ositivel interlocked to rovide a minimum shear 10. Double to X o P p- P y p p plates 16d at 16" o c typical face nad U geotechnical engineer. flange hangers shall be ripped to match the width of the wall or beam capacity of 400 Ib/ft and the angle of friction between SRW 3" x o.13�" na�� at �2" o.c. � � m flange. Nailer plates supporting top flange hangers from one side only units of 30 degrees as tested in accordance with NCMA 3" 14 gage staple at �2" oc. � � STEEL HELICAL PIERS: shall be installed flush with the face of wall or beam flange at the SRWU-1. � U a� hanger locations. 4. Units shall provide a minimum connection strength between it Double top ptates 8 - 16d common lap splice L a. Steel helical piers shall be designed and installed to resist the �• Manufactured joists shall be from an approved manufacturer and shall and the geosynthetic reinforcement of 200 Ib/ft and the angle 12 - 3" x o�3�" nad � N unfactored design loads as shown on Sheet S-2. be equivalent in load carrying capacity and deflection criteria to on friction for connection of SRW units to geogrid of 40 degrees 12 - 3" 14 gage staple typ�cal face na�l b. Installer Qualifications: Installation shall be done by an authorized TJI/PRO 250 series joists in depths and spacings indicated as tested in accordance with NCMA SRWU-2. 11. Block�ng between jo�st or rafters 3 - 8d common toena�l installation contractor Proof of current certification with the on plan. Provide blocking, bracing, web stiffeners and other f. Vertical drainage layer behind the wall face shall be placed no less to top plate 3 - 3" x o.�31" nai� manufacturer, as an authorized installer of the helical piers being accessones as required by manufacturer. than one cubic foot per one square foot of wall face or as otherwise 3 - 3" 14 gage staPte used, shall be submitted to the Architect or Structural Engineer m. Prefabricated trusses shall be designed by a Colorado registered specified by the soils engineer. 12. Rim �o�st to top ptate 8d ot s" (152mm) oc. toenad pnor to starting installation. engineer to support the full dead and live loads of the roof, ceiling, g. Infill soil, common backfill type, and placement/compaction 3" x o.�3�" na�� at s" o c c. A representative of the geotechnical engineer shall be present during and any other superimposed loads. The fabricator shall determine shall be approved by the soils engineer. 3" 14 gage staple at s" o.c. installation of the helical piers. web arrangements and member forces. Load duration factor for snow �3 Top plates, �aPs and intersections 2 - �sd common face �a�t d. Sod corrosivity and required mediation shall be determined by the loads is 1.0. Calculations and shop drawings shall be submitted to 3 - 3" x o 131" na�l helical pier supplier. the architect/engineer for review prior to fabrication. The truss 3 - 3" 14 gage staple e. Submit shop drawings indicating shaft and helix sizes, including manufacturer shall specify all truss-to-truss connections. Temporary STRUCTURAL G�UED LAMINATED TIMBER: t4 Continuous header, two pieces 16d common 16" o c. along edge manufacturer's catalog cuts and data sheets. and permanent lateral bracing of trusses shall be installed as required �5 Ceil�ng �o�sts to p�ate 3 - 8d common toena�� � f. The steel helical pier system shall be ICBO approved. Installing by the truss manufacturer. a. Materials, manufacturer and quality control shall be in conformance 5 - 3" x o�3�" nai� a"'� contractor shall furnish evidence to the Structural Engineer by n. Laminated veneer lumber (LVL) shall have the following properties: with AITC Product Standard PS 66-82, "Structural Glued Laminated 5 - 3" 14 gage staple � 1. Flexural stress----------------2600 si Timber . means of the ICBO evaluation report or "ER" number. P 16. Continuous header to stud 4 - 8d common toenad � Acce table tolerance for ali nment of to of ier shall be 1" 2. Modulus of elasticity------------1 900,000 psi b. Laminated members shall be fabricated using Douglas Fir with the 9 P 9 P P� ' 3 - 16d common minimum, Table 2308.10 41 face nad Piers exceedin this amount shall be removed and redrilled. Do 3. Tension parallel to grain----------1850 psi following combination symbols: �� Cedmg joists, �aps over partions . 9 4 - 3° x 0131 nad 4. Com ression arallel to rain------2310 si 24f-v4 Sim le-s an beams (See sect�on 23os.�o.4.�, Table 23o8.to.4.�) not force pier tops into alignment. P P 9 P P P 4 - 3" 14 gage staple 5. Compression perpendicular to grain 24f-v8 Continuous or cantilever beams 3 - 16d common minimum, Table 230810.4.t face na�i � E..i arallel to IUe line 750 SI 3 COIUfI'1f1S 18 Ceding �oists to parallel rafters 4 - 3" x 0.131" nail P 9 � P c. All members shall be Architectural A earance Grade see sect�on 23os.10 4.1, Table 230810 41 � REINFORCED CONCRETE: 6. Horizontal shear---------------285 psi pp , unless indicated � � 4 - 3" 14 gage staple � 7. Connection of multiple-member beams: otherwise by the architect. 3 - 8d common toena�l �1 a. Concrete design is based on the "Building Code Requirements for A. Top-loaded beams d. Protect members from damage or exposure to moisture prior to and �s. Rafter to p�ate � dUflfl construction. (See Section 2308101, Table 2308101) 3 - 3" x 0.131" nad 4 Remforced Concrete" (ACI 318-95). i) For members 12" deep or less, nail each member 9 3 - 3" 14 gage staple �� w b. Structural concrete shall have a minimum 28-day compressive to the next with 2 rows of 16d nails at 12" o.c. e. Adhesive shall meet the requirements for wet conditions of service. 2 - ed common face na�� � _ strength of 3000 psi. ii) For members greater than 12" deep, nail each f. Do not camber laminated members unless indicated on the drawings. 20. �" diagonal brace to each stud and plate 2 _ 3" x o�3�" na�� � c Concrete shall be proportioned using Type I-II sulfate-resistant cement. member to the next with 3 rows of 16d nails at 2 - 3" 14 gage staple Q__, Q . = Admixtures containing chloride salts shall not be used. 12» a•�• 21. 1" x 8" sheathing to each beanng wall 2 - $d common face na�l �� ^ ^ d. Cold weather concretin rocedures shall be rovided as recommended B. Side-loaded beams � O � 9 P P BACKFILLING' 22. wder than 1" x 8" sheathmg to 3 - 8d common face nad � in the ACI Manual of Concrete Practice. i) For two or three member beams, nail each member O � » each bearing wall , e. Anchor bolts for beam and column bearing plates shall be placed with to the next with 3 rows of 16d nails at 12 o.c. a. Concurrent backfilling of each side of a retaining wall to final grades ' setting templates. ii) For four member beams, bolt through with 2 rows as indicated on plan or section is required unless temporary shoring is 23. Budt-up comer studs tsd common 24" o c � � O � f. Expansion bolts shall be Iocated at a minimum of 6 bolt diameters of 1/2" diameter bolts at 12° o.c. installed. 3" x 0131" na�� �s• o�, " iii For beams �consistm of more than four members, b Verif t e of fill with soils en ineer and structural en ineer rior to 3" 14 gage staple 16" o c. � J from concrete edge and spaced at 10 bolt diameters unless noted � 9 Y YP 9 9� P „ � - otherwise. contact structural engineer. backfilling. 24. Budt-up girder and beams 20d common at 32 o c face na�l at top and g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum o• Framing Notes: 3" x 0131° na�l at 24" o c bottom staggered on r', o 3" 14 gage staple at 24" o c opposite sides p'�I spacing with one anchor bolt at 12" from each end or corner and 1. Extenor walls: v � a minimum of two anchor bolts per piece A. All exterior walls are 2x6 studs � 16'� o c. to a maximum GENERAL REQUIREMENTS: 2 - 2od common face na�l ot ends and at hei ht of 12'-6", 2x6 studs C�? 12" o.c. to a maximum 3 - 3" x o�3�" na�i each splice � � h. All exposed edges and corners shall be chamfered 3/4". 9 i. Concrete floor slabs on grade and on metal decking supported by steel height of 14��6���� and (2)-2x6 studs � 16" to a maximum a. Structural erection and bracing: The structural drawings illustrate the 3 - 3" 14 gage staple � •� framing shall have sawn or tooled control jomts at a maximum spacing height of 17 -4 unless otherwise noted. Walls taller completed structure with all elements in their final positions, properly � 25 2" planks 16d common at each beanng than 17 -4 shall be framed with manufactured arallam su orted and braced. The Contractor, in the proper sequence, 2s. co��ar t�e to rafter 3 - tOd common face na�� � F--I of 15'-0" in each direction. Locate control joints along column grid P PP shall � studs contact en ineer for s acin re uirements. Ca rovide shorin and bracin as ma be re uired durin construction to 4 - 3" x o�3�" na�l � lines where possible and provide slab isolation Joints around columns. � 9 P 9 q P P 9 9 Y q g j. Concrete coverage for reinforcing steel (ACI 318-95): with a double top plate installed to provide overlapping at achieve the finol completed structure. Contact the structural engineer for 4 - 3" 14 gage staple face nai� �� 1. Concrete cast agoinst and permanently exposed to earth 3" corners and at intersections with other partitions. If consultation (not in contract) as required. � t� 27 Jack rafter to h�p 3 - 10d common toenad �/ 2. Concrete exposed to earth or weather : overlap is not possible, strap top plates with metal strap b. Existing structures: If construction ad joins an existing structure, „ „ ^ A #5 bar and smaller 1 1/2" ties (Simpson ST292 or equivalent). contractor shall be responsible for verifying dimensions, elevations, 4 - 3 x o.t31 na�l � B. #6 through #18 bar 2" B. Gable-end walls shall be balloon-framed to the bottom of framing, foundation and anything else that may effect the work shown 4 - 3" 14 gage staple � 3. Concrete not exposed to weather or in contact with ground: rafters or end-wall trusses unless approved by engineer. on the drawings. Underpinning, shoring and bracing of existing � O A. Slabs, walls, joists (#11 bar and smaller) 3/4" C. Floor or roof framing members must be aligned to bear structures shall be the responsibility of the contractor. 2 - �sd common face na�i 3 - 3" x 0.131" nad �� B. Beams, columns 1 1 2" within 5 inches of the studs beneath c. Dimensions: Check all dimensions a ainst architectural drawin s rior » g g P 3 - 3 14 gage staple � � D. Provide 7/16" thick APA rated sheathing (plywood or to construction. Do not scale drawings. 28. Roof rafter to 2-by ridge beam 2 - �sd common toenad OSB) rated 24/16, exposure 1, at exterior face of exterior d. Construction practices: General Contractor is responsible for means, 3 - 3" x o.t3t° na�� walls. Block all horizontal joints. methods techniques sequences and procedures for construction of REINFORCING STEEL: ' ' 3 - 3" 14 gage staple � E. Provide (3)-2x10 headers over all door and window this pro�ect. Notify structural engineer of omissions or conflicts a. Detailin fabricat�on and lacement of reinforcin steel shall be in openings, with one 2x6 trimmer and one 2x6 king stud between the working drawings and existing conditions. Coordinate 9� P 9 2 - 16d common face nad each end unless noted otherwise. requirements for mechanical/electrical/plumbing penetrations through � accordance with the ACI Manual of Concrete Practice ' 3 - 3" x o�3�" na�� � b. Except where otherwise noted on the drawings, reinforcing bars shall F. At beam bearing locations in stud walls, provide multiple- structural elements with structural engineer. Jobsite safety is the sole 3 - 3" 14 gage staple stud posts equal to width of bearing member unless responsibility of the contractor. All methods used for construction conform to ASTM Specification A615-79 and shall be grade 60 except 29 �oist to band jo�st 3 - 16d common face na�l � noted otherwise. shall be in accordance with the latest edition of the UBC ties, field bent bars where permitted by note on plan, or bars to be 5 - 3" x o.131" na�� welded, which shall be grade 40. 2. Interior load beanng walls: e. It is the responsibility of the contractor to contact the structural 5 - 3" 14 gage staple c. At splices m concrete, lap bars 36 diameters. Do not weld or use A. Interior load beanng wolls are 2x4 or 2x6 studs (as engineer at the appropriate time to perform site observation VISItS. 30. Ledger strip 3 - 16d common face na�� indicated on plan) � 16 o.c. with 1/2 gypsum Observation visits to the jobsite by the engineer are for determination mechanical splicing devices unless speci�call approved by engineer. 4 - 3` x 0131" na�l wallboard both sides unless noted otherwise Cap with a of general conformance with the construction documents and shall not 4 - 3" �4 d At corners, make horizontal bars continuous or provide corner bars. gage staple double top plate installed to provide overlapping at be construed as inspection. Around openings and steps in concrete provide (2)-#5 bars extending 31. Wood structural panels and particleboard:� �/2" and less sd�� � �� ' corners and at intersections with other partitions. If f. Though every effort is made to provide a complete and clear set of subfloor, roof and wall sheathing 2 3/s" x o�13" na�l" 2 -0 beyond edge of opening or step. �� overla is not ossible, stra to lates with metal stra construction documents discre ancies or omissions ma occur. . o e Extend reinforcing steel a minimum of 24 through cold joints Unless P P P P p P � P Y (to frammg): 1 3/4 x �s qaqe specifically located on plan or details, coordinate cold �oint locations ties (Simpson ST292 or equivalent). Release of these drawings anticipates cooperation and continued ts/32" to 3/4" Sdd or sd ° B. Floor or roof framin members must be ali ned to bear communication between the contractor, architect and en ineer to 2 3 e" x o.113" na��P TFA with engineer g 9 9 / f. Welded wire fabric shall conform to ASTM Specification A-185. Lap within 5 inches of the studs beneath provide the best possible structure. These drawings have been 7/8" to 1" 28d16 9�9e D designed by welded wire fabric a minimum of one full mesh plus two inches. Laps C. Provide (2)-2x10 headers over all openings in wall, with prepared for the use of a qualified contractor experienced in the M AB one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud construction techniques and systems depicted. drawn by shall be wired together. � �/a" to � �/4" tod° or 8d° g. Metnc bar size conversion table: each end, unless noted otherwise. S�ngle Floor (comb�nat�on subfloor- 3/4" and less 6d° METRIC INCH-POUND D At beam bearin locations in stud walls rovide fTtUllt 16- underla g): 7/8" to 1" 8d° checked by 9 � p p yment to framin #�� #3 stud posts equal to width of bearing member unless t t/e" to � �/4" �odd or $d° noted otherwise. issued #13 #4 3. Floor Construction: 32 Panel s�ding (to framing) �/2" or �ess sd f #16 #5 A. Provide 3 4" thick APA rated Sturdifloor rated 24" 9 /2"n NoBdit gage roofing na�l #22 �7 o.c., tongue and groove exposure 1. Glue and nail 33 Fiberboard sheathin 9 h PRELIM 05/29/02 6d common nad 25 $ panels to all supports. Install sheathing with long No �s � PERMIT 06/05/02 # # dimension er endicular to oists and end oints � gage staple h #29 #9 P P 1 J 25/32 No. 11 gage roofing nad #32 #�� staggered. 8d common nad #36 #�1 B. Provide solid blocking between floor joists at all bearing No 16 gage staplei locations. Blocking material shall match the floor joist 34. Interior panelmg �/a" 4dj material. 4. Roof Construction: 3/8" sdk A. Provide 5/8" thick APA plywood Sheathing rated 40/20, NOTES TO TABLE 230491 exposure 1. IflStall sheathing with long dimension For SI. 1 inch = 254mm. 2 3/8" x 0113" nails and 3" x 0131" nails are standard 8d and 10d Gun nails. perpendicular to rafters or trusses and end joints staggered. CONNECTION SCHEDULE a. Common or box nails are permitted to be used except where otherwise stated B Plywood sheathing Shall be applied CO�tInUOUSIy over the b. Nads spaced at 6 inches on center at edges, 12 inches at mtermediate supports except 6 inches at supports where primary roof inembers (rafters Or trusses) below spans are 48 inches or more. For nading of wood structural panel and particleboard diaphragms and shear walls, � SIMPSON H5 refer to Section 2305 Nails for wall sheathing are permitted to be common, box or casmg overframed areas to provide adequate lateral stability. c. Common or deformed shank sheet C. Provide wind/seismic anchors at supports for all roof d. Common joists and trusses. See nailing schedule. � SIMPSON HH6 e Deformed shank D. Provide solid blocking between roof rafters, trusses and f. Corros�on-resistant siding or casing nad. QC SIMPSON LSSU210-2 g. Fasteners spaced 3 inches on center ot exterior edges and 6 inches on center at intermediate supports. IOOkOUtS at all bearing locations. Blocking material Shall h Corrosion-resistant roofing nads with 7/16-mch diameter head and 1 1/2 inch length for 1/2-inch sheathmg and match rafter� truss chord, or lookout material �p SIMPSON ITT211.88 1 3/4 inch length for 25/32-inch sheathmg. . 5. W�nd Bracing: i Corrosion-resistant staples with nominal 7/16-inch crown and 1 1/8 inch length for t/2-inch sheathing and 1 1/2 inch _ A. Walls over 4 feet long whiCh are sheathed with gypsum E 2 SIMPSON LSTA36 ONE EA. SIDE length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the tong direction of � � � � � the panel, unless otherw�se marked) _ - wallboard on both faces and are indicated aS shear Wa��S j. Casing or finish nads spaced 6 inches on panel edges, 12 inches at intermediate supports _ on Plan have been designed to �eSlSt Wlnd foPCeS in k Panel supports as 24 inches Casing or finish nads spaced 6 inches on panel edges, 12 inches at mtermediate supports , accordance with Table 25-I of the UBC. I. For roof sheathing applications, 8d nads are the minimum required for wood structural panels B At shear walls, screw 1�2�� gypsum wallboard to all studs m. Staples shall have a mmimum crown w�dth of 7/16 inch. ' and to �OP and bottom plates Wlth #8 X 1 1�8�� drywall n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, S inches at intermediate supports o Fasteners spaced 4 inches on center at edges, 8 inches at mtermed�ate supports for subfloor and wall sheathing and 3 SCfeWS Ot 7�� R'1QXIR'tUR1 spacing. inches on center at edges, 6 inches at intermediate supports for roof sheathing C. Exterior plywood O� OSB WClll sheathing IS required Ut11eSS p Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports JOB # 0204-23 � specifically deleted by engineer. , , � ' � ,� \ _..... 2x6 STUDS � 16" W/ 1/2" ' PLYWD. OR OSB SHEATHING 1/2"� x 10�� A.B.'s � 48" ��•�`�,4�•••� 3�/`�y N IN CONT. TRTD. 2x6 F� „ 1�� 5 CONC SLAB PER PLAN �� =J �: � z � � 102'-0 102'-0 _ ° T.O.W. - �• ° T.O. SLAB • � ° � � • (N) 5" CONC. SLAB °�O `' c� _ �L A o PER PLAN 5 DWLS. x,-�° �bd0��• �O��y � ' �— MULTIPLE 2x4 COLUMN +0 0. b a ��i��>i��a���r�� 102 -0 a � 24 �N � � (E) CONC. WALL �� PER PLAN �i,��i���i���i���� ������!,�' T.O. S L A B � � � ��(B E Y O N D) �0,���o\�O� a !�� � a a „ CONT. TREATED 2x4 R /��!�� ^ ���� o b ° 101'-4 � � SEE ARCH. FOR STAIR 5 CONC. SLAB GLUED TO CONC. SLAB o d � �� .y\\�\\��\�\, � . T.O.W. � � RISE AND RUN, TYP. PER PLAN � � 5 CONT. ° #5 DWLS. x �j #5 DWLS. x I_� �%��%� I I i ( )—# ° . i� HORIZ. MID- 4„ 4�� � 48" `t � 24" g N ��i I I �N) TRTD. 2x8 F�? & � 102 -0 HEIGHT 6" 3/4'� T&G PLYWD. 'N a eQ Q e a ° e d ° a a � T.O. SLAB a (1)-#5 CONT. HORIZ. � 99�-3 � � � °' � b ° � a a MID-HT. U � °' � a ° T.O. N SLAB I I 99�-3 I I �"������� � ��i�%i�i��i� o (2)-#5's CONT. HORIZ. 2 - 5's CONT. HORIZ. " I I T.0.W. Z � � ,�'a. %��i�i � i��i�i��i`� � TOP & BOT. � � # a °a � --________ � rn rn REF. SPREAD 'i��� . _ i��i���°�� � �° FOOTING SCHED. ��!��' r�`r 98,_2 � TOP & BOT. Z � o x o� , , 98'-11 �d a �< a � a �-1 I� � Z � ...... SHEET S2, FOR T.O.F. °' �`' � T.O.F. a , � � Q '� REINF. EQ EQ U oo � � , , � I I � (E) 3x12 LEDGER W/ J N s ° a ° a I r EXP. ANCH � 16" SCHED. WIDTH M " " " �� » •• I I (VERIFY BOLT LOC.) � •� � PERIMETER DRAIN 5 $ 5 5 8 5 I (�_ Z �' � � PER SOILS ENGINEER ��_g�� i � (E) CONC. WALL O � � � 1'-6" U 3 SCALE: 3 4" = 1'-0" 2 SCALE: 3 4" = 1�-0" � SCALE: 3 4" = 1'-0" � m � � S2 S2 S2 � � � Q � � > +^ � � -� NOTE: REF. ARCH. AND SITE PLAN FOR SEGMENTAL RETAINING WALL LOCATIONS. SEE DETAIL 6/S4 FOR � � REINFORCING AND EMBEDMENT INFO. '� 54'-4 1/4" 15'-7 3/4" 25'-6" g'-0" 4'-0 1/2" �,_2„ 4 T.O.W. = 116'-7 o T.O.W. = 113'-5 1 S2 T.O.F. = 101'-7 � T.O.F. = 101'-7 1'-0" 2 S4 — — — — — — — — — — — — — S4 � 2x6 STUDS � 16" w/ �/2" r � ~ PLYWD. OR OSB SHEATHING o o � T. .W, = 111'-5 0 � 1/2"� x 10" A.B.'s � 48" , - - _ I — — ' IN CONT. TRTD. 2x6 R , _ T.O.W. = 108 -5 o cO STEP I p, i� � T. .F. = 101 -7 !� h�� 116 -7 o T.O.F. = 102 -7 - � � . � � T.O.W. � N T.O.F. - - - - - - - N ' - - - - s` a _ • a I I � ,/ — � I � - - - - - - � � - - O� � �v C�, ° �— �,o T.O.W. 108'-11 � C� , � SLOPE T.O.W. _ � � � 2 F T.0 F. = 101'-7 , o r�r�`��oi � .� a ' STEP � 9• � � .r,�i��������� o (2)-#5 s CONT. HORIZ. I � � I `n T.O.F. T � � � � ���,������� � � TOP & BOT. � �'�� — — — — — — J J 3�_��� o � - � �- �� � � b ///\/ a d a o ° T.O.F. oo T.O.W. = 112'-11 STEP I _ , , � \ N �\�'� �,� , T.O.W. = 105'-5 � w , d � T.O.F. = 101 -7 T.O.W. - 116 -7 102 -0 _ _ � ,�O � Q . a ►� � T.O.F ° ( � � � T.O.F. = 101'-7 T.O. SLAB � � � , � �� � ^ � a » r� ro 1?9, ° S P �p c� a--� • ° � 2 _ � � `L .0 F. � O � �' - I I �- � . ;�, � .�. �� , rJg #5's VERT � 12" _ _ ( � ( , 5" CONCRETE SLAB ON 4" CLEAN r i T.O.W. = 102'-0 " � - � a o � w T.O.W. = 106�5 GRAVEL BASE ON UNDISTURBED � T.O.F. = 98'-2 I � \o,, � � � O '�`� a e _I _I a, B.O.W = 100 -11 I I GRADE OR COMPACTED STRUCTURAL I I I T.O. . = 106' 11 _ N N � � O e N tn I O ( - � "� � � I ( FILL PER SOILS ENGINEER. � 3 T.O.F. = 98'- � 3 -0 2 REINFORCE SLAB WITH #3's C�? 12" �\` a 1 1/2" LTWT. CONC. � I #5 DWLS. x o EACH WAY THROUGHOUT. PROVIDE S2 ( 5'-10" 3�-9 ��2�� 3'-7° ° w � � � , C�112 (MATCH I S2 �� I � � � #5 s CONT. HORIZ. � ,� _J � � 1 DEEP SAWN OR TOOLED � � � �, � $.. • a 3/4 T&G PLYWD., TYP. - � HORIZ. REINF.) � CONTROL JOINTS AT 15'-0" N � �_ �^ = a a - - -------- 111'-10 1 2 TO.W. - 102 -11 �,_6„ I I MAXIMUM SPACING EACH WAY. � A� �2 ( I � ( ` ) �-i T.O. PLYWD. T.O.F. = 98 -2 T � F..� 1 , <_ ^ T.O.W. = 102'-0 � �j �' � � � � DQ TYP. T.O.F. = 98'-2 5�, �, 5�, T.O.F. = 981-1� `n 3'-1 1/4» S2 N � a"'� `�� � e � ° � �_�" 4'-2 1/2" 14'-5 1/4" � �4 , _ � I 5�� „ 5�� �� � . o� ��_6�� � _ �� a° #5 DWLS. x 2�-0 � 12" I 8" --� - 8•� \ � �, �, � ° 11 7/8 TJI/PRO- DRIVEN INTO 5/8 � x 4 _ ! _ � � 250 s � 16 DRILLED HOLE IN (E) CONC. 99 -3 I I o I ' I � O WALL I II T.O. SLAB II � 4 ------------------------------------------------� i �---�i � 1- � _ ------------ -----="'- ----------------------�- � �--------------------------, H--� cFoe• ------------------�-------- , . . , -----------�---------------------------------- ------------------------------� i � � TRTD. 2x12 LEDGER W� (2�- i r----------------------------- - . � ° ° ° 3/4"� x 6" EXP. ANCH. � 24" � � #5 DWLS. x 2'-0 t�? 12" � � � � ° i i SAW-CUT T.O.W 1 DRIVEN INTO 5/8"� x 4„ � i � PERIMETER DRAIN � < d i ; TO 99'-3 ' ' PER SOILS ENGINEER � � ' � S2 DRILLED HOLE IN (E) CONC. � ' �. , � ; ; WALL ' ' � � � � � � � � , ° : m I I I I � � � I I � I I 1 � I I I d a I I � I � I I I I d a I I I I � I I I ; ; SPREAD FOOTING SCHEDULE � � � � � � I � ' ' ; ; TYPE SIZE REINFORCING � ; . a , � � � � < � ; A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY � ' � , ; � � a • a° -------------------------J � B 4'-0 x 4'-0 x 1'-0 (5)-#5's x 3'-6 EA. WAY a d I ' TFA ---------------------------� , , � � designed by 7 -#5,s x 2,-6 TRANSV. � � drawn by a � , Q C 3'-0 x 6'-8 x 1'-0 4 -#5 s x 6 -2 LONGIT. , , M AB � � (5)–#5'S x 2'-6 TRANSV. i � checked b D 3'-0 x 4'-0 x 1'-0 (4)-#5's x 3'-6 LONGIT. i ; y � e i i issued < NORTH #5 DWLS. x `° . ° r o u � � ,�, Ti o N P �A N SCALE: 1 4" — 1 '-0" PRELIM 05/29/02 � 6" � a 2�-4 PLAN NOTES PERMIT 06�05/02 � 0 REV 08/01 f 02 #5's x 3'-6 TRANSV. e °• Q 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: o � 24" a a 1/2" EXP. MAT'L, TYP. T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING B.O.W.= BOTTOM OF WALL ° a • THESE ELEVATIONS RELATE TO 102'-0 AS A REFERENCE ELEVATION AT THE �� (7)-#5's CONT. , ° 5" CONC. SLAB PER PLAN LOWER FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. I r,� LONGIT. . - 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING +'� 'n 102'-0 CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. V-°-�'. _ _ � � a ° a ° T.O. SLAB 4 '� �p�'-7 N cJ.� ' � ° ° � ° 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � � T.0.F. ° ° ° " • o� ° - � d a ° ° < �\�,\��,\�,\�� 0 4. CONTINUOUS CONCRETE FOOIINGS ARE CENTERED BENEATH CONCRETE FOUNDATION sheet PERIMETER DRAI a d 'a a °, a < a �i���i���i��' � WALLS UNLESS NOTED OTHERWISE. PER SOILS ENGINEER � - = ° a `r��r 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" � THICK x 18" WIDE UNLESS NOTED OTHERWISE. �'`� U 1'-0" 10" 2'-2" 6. (E) REFERS TO EXISTING CONSTRUCTION, (N) REFERS TO NEW CONSTRUCTION. 7. DO NOT SCALE DRAWINGS. 4'-0" � ^ 4 SCALE: 3/4" = 1'-0" 4 � JOB # 0204-23 - s2 ,,, " �,, _ � - 2x BLKG. BTWN. RAFTERS � BRG. 2x10 LOOKOUTS � 24", TYP. �.,, 8 3/4 x 19 1/2 G.L BM. �F.�.•• ••.��'y,�, °o 2x10 BLKG. BTWN. LOOKOUTS ��`;.�,� •.�y "' r (5)-2x6 CRIPPLE POST � BRG., TYP W��` � � ••J " o;�- M :p A TYP. � LOOKOUT N � � � 12 AND RAFTER BRG. �6Pyo•.�i� . \ -� 6� ���.....�� 2x6 STUDS C� 16", TYP. = 5/8" ROOF SHEATHING� : TYP. � •� M �j U v °' �' „ �2 2x BLKG. BTWN. RAFTERS Z � � � TYP ROOF SHEATHING, 6�- Cc� BRG. � � o x � � rnrn .-..� H 8 3/4 x 19 1/2 G.L. BM. Z � �� � 2x12 RAFTERS � 24", Q ,_ ....� 1 1/2" LTWT. CONC. 2x4 POUR STOP TYP. � � J � 3/4" T&G PLYWD. � (� •� N ao � -------- — -- 111'-10 1 2 O � � ° T.O. PLYWD. U X O .�P EQCONNECTION: (3)-1 3/4 x 14 LVL HDR. � m o STRAP BOTH SIDES AT (4)—2 x 6 T R I M M E R S � .� p — (3)—1 3/4 x 1 4 L V L T O P F�'s J � � a: > 11 7/8 TJI/PRO— (2)-2x6 TRIMMERS � �- 250 s � 16 � � 3 SCALE: 3/4" = 1�-0'� � SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" S3 S3 S3 � 8'-0" MIN. CONT. 2x10 STRUCTURAL � SUB—FASCIA, TYP. sr �,�5\ �,+s 4 \2+� A�2+S 2x10 LOOKOUTS C� 24", TYP. � 1 A E"'� S2 S3 �s� � 0 � CON . TD. 2x1 LE GER W/ 2)- /4 x E P. NC . � 24 Op TYP. � � T ' � » n L NOTCH TO 2x10 DEPTH � o � � N TRT . 2 12 / ( )-1 d a � w � DRI E-P NS 2 ' � � O � _ Z � 2 -2x12 � � � �1 w111' 10 2 - � T 0. PLY . X X � O � , - ' � � ,� _ o ^ ^ � � Q � 11 7/ TJI PR -25 's 16' � � � � .� _ �• � I � h--� � _ N �2� 2x�2 EXTERIOR HEADERS ARE: I > > I) x TRIMMER ,A D/(1))2x66 � � • �+�0 '- 3 � + �I �\ � � 2 � KING STUD EA. SIDE, TYP. � O �� �I J � � AO TYP. � BRG. �+ � S3 UNLESS NOTED OTHERWISE � � J S3 � `� (3) 1 3 4x1 LV ��P' 2 -2x � � ., � � � -- - - - --- - - � � I � - ------ - ------ -- - --- 2 -2x12 � � � � � � N ��� �`�' '`� H � � � X i i \\��\ /�'+ N N \2ks �) ; ; ��\ � CANT. JOISTS � � � � � N N i i +� I ���\\ //,, ,� -- - i 2 -2x12 •.Q T�(p. p LOOKOUT � ' ' `L ��� -� TIMBERSTRAND AND RAFTER BRG. � , , �i I � ,- 1 1/4x11 7/8 � � � . . . LSL RIM � FLOOR PERIMETER i i �,+�0 �,+�0 , � \ INDICATED THUS, TYP. 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I I I m I I I `l�+ I I I j I �---i i � ,I� I I I I _ __J � II� ' I I I I I I I I I I I I I � I I I I i i i i i i i � ----� i � ------� n �i i � i i � � � � � � � � � � � +"I � � C� � � � �� � � � ( � � � i i J i i �__ ii tf i ir ii i � i�i i i-� i � i i i i i i � i � +�—� ( � � ( � � � i i i i ii ii i � i � ii ii i i L-- i i � I I I I I I I i � i I I I I I °— I I I I I I I I ---,�-- ' I I I I I I I I I I I I � ' � ' ' ' � � � , � � � � � ---- T-----,-+----�� ' I I I I I I I I I I I I I I °x° I I I I I I I � I I � � � � � � � � � � � � , � � � � � � __ , , � � I I L_J l_ I L J I I I I I � � � � ' �------ �-� �`_---- ' � � � � � � I I � I � ' N I I I—---��---, � � � � ; ; ; ; ; � � � r--�-;-�---� I � � � � � � � � I I � � I � � I � � � � � � � � •9 y TFA � � � � , , , � � � � � � -T----fi---�1-t---r� � � I � � � � � � � I � � � desi ne --r---------------- � I I �------- --------J L----- J L------------- � I _1____ L t--- 1 I I ( I I I ( I � � I � Y J I ] c----------------------- ---- �-- , �--------� , � I OV�ERFRA�IE W/� I I I I I I I I I � I � � � � d r a w n b MAB -1_________________� � � � __--__--_� �_1 � I-- �—L__� I I � I I ' I � � t---- �- �, 2x�8 s C� 4 ( I L---� ' ---a ; ; � ; ; � � ; �; ; I I I I I � � � I I I i I I I I I i i I i � I I �� � checked by � � � I I I I I I I I � I I I I I I I I I I I � � � ' ' ' � � � � � � � I I r----------------------------------- � � I I � I� � � � � � � � � � � � � � � � � � � � � � � � � � • I I u---� r-------------T--r-�--r--i--T--� � � I I � ��- � I � 1 �SSUe i i i i i i i i i i i i I E-_-+�—_--- ------- ---~�==3 � � ; ; � � � � � � ; � � � � � �� � � t-----�------r-----�------r-----t------�------;-----;------,------;-----�-----r-----;------,- � � - - � - � - i t------�------�------��-- � , , INDICATES 2x4 CRIPPLE PRELIM 05/29/02 POST � 4'-0 ALONG EA. PERMIT 06/05/02 OVERFAME MEMBER TO (E) RAFTER BELOW NORTH _ _ NORTH R OOF FR AM I N G P LAN SCALE: � 4" = 1 �-0�� UPPER FLOOR FRAMING PLAN SCALE. � 4 — � o PLAN NOTES: PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: _ -- 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: —_ sheet 2. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED. � 2. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � - SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:� SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:� 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN - RATING 24 O.0 4. " Q " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. ' " 4. "O" INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE. 5. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). ' 5 (E) REFERS TO EXISTING CONSTRUCTION, (N) REFERS TO NEW CONSTRUCTION 6. ALL ROOF RAFTERS ARE: 2x12's C� 24", TYPICAL, UNLESS NOTED OTHERWISE. � JOB # 0204-23 �� � �, . r i � SLOPING ��,0�...�;�3�� a ` T.O.W. a i,,�,,, ��;:�j�t+� '�'f'� � - � �a a��o�°j��o�°��\°�� �;,� �`p 'a co ' (2)-#5s CONT. HORIZ. a �����.����� �;_ � ;oz _ - � TOP & BOT a ���` ' .i� �:O ,'� ° ��'`�••;y�1 °�c.y � 4" CAP UNIT PER MANUF a , a d4j�•••••'' 0`� � � Q , 204'-0 � °° � r.o.w. � � (SLOPES TO 201'-0) � �° a P d � l 5"� 5" rn ' 5'-0" STARTING � PIN CONN. o � M � a a �j v rn .- � �•��•��•��•��•� a° Z � � � 1 1/4" TYP. 6TH COURSE � � � � NOTE: BLOCK ELEVATIONS IN THIS DETAIL , a a � � o x RELATE TO ACTUAL ELEVATIONS AS SHOWN TOTAL WALL HEIGHTS OF 4-4 d d M ON THE SITE PLAN, NOT THE REFERENCE � AND LESS DO NOT REQUIRE TOP Q ,� °�'� ELEVAT10N ESTABLISHED FOR THE FOUNDAl10N • a LAYER OF GEO GRID , � F- � CONSTRUCTION (SEE PLAN NOTES SHEET S2). ' � < a j � CONTACT ENGINEER IF ELEVATIONS VARY FROM , 5'-0" STARTING � PIN CONN. THOSE SHOWN. 4 106'-11 Q ° � Z �rn � ,� 5'-0" MIN. } T.O.W. � < � � � co p --•--•--•--------•— a . � U ao � 3RD COURSE ° � � o 0 i w a \��\��\�\�\�\��\��\��\��\ \ \� '' � m U �-"�.�- ? � 2 — 5's CON T H OR I Z. ���/��/��/��/��/��/�����/�����/��/�� � � 3 p � � °w � � TOP & BOT. %��%/�%/�%/�%/�%/�%/�%/�%/�%/��'/�%/� a 5's CON T. H ORI Z. � � a > ( ) # iiiiiiiiiiii � � � � � � � � � � � � � ii�i�i�i�i �i �i�i�i�i ii�i a # „ � m ������������������������ y 00 w ' I—J01 ST OR LVL , /��/��/��/��/��/��/��/��/��/��/��/�� ° a � 12 � HEADER TO MATCH � � � 4" CAP UNIT PER MANUF. 5 AGGREGATE PER MANUF. DEPTH OF FLOOR o a a a #5's VERT � 12" � � 198'-4 SPECIFICATIONS ` ' ` J JOISTS d d 1 ° #5's CONT. HORIZ. a �, r , � " d #5 DWLS. x � 198�_� B•�•W PERIMETER DRAIN Q , a ea � 16 Q o T.O.W. � ` ' _ PER SOILS ENGINEER � cn cn " �" � � � #5's VERT � 16" � � �6 � < ��,� 6" COMPACTED GRAVEL BASE j- � � a d d ° 8'-0" STARTING C� PIN CONN. � o � , o ° a � � � � � a #5's x 2'-0 TRANSV. -----•--•--•--•--•--•--•-----•--•--•— .� ,� 7TH COURSE FQTYP. 5 5 a � 24 � a e a ° (7)-#5's CONT. � <4 a LONGIT. � � ° a ad � a a #5 DWLS. x ° • N � 101'-7 8'-0" STARTING C� PIN CONN. @ �2�� �' a a T.O.F. . ` .� a '. '�O ° a o ' � ' ,�����,��,��,��,_�,��,��.��.��,�_.� 5 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1'-0" a " a 4 0 � 1 1/4" TYP. ;a ; 7TH COURSE g4 `%�;���i��i�� o �° ° ° .. a � d < � � � � e ` � � �i�\��\\� a ° � < GEOGRID FABRIC PER MANUF. � a � �� � e , , SEE FRAMING PLANS "� � 8" 10" 1'-0" FOR HEADER SIZE PERIMETER DRAIN � O , � 2�-6�� PER SOILS ENGINEER �� n ^` � b �� /�� �• '° 8'-0" STARTING C� PIN CONN. PROVIDE A MINIMUM , a � � � � ° ;__,__,__,__,__,__,__,_ OF ONE KING STUD, a a � � � .4TH .COURSE OR AS SPECIFIED ON - . . PLAN � � � � � 4 KEYSTONE STANDARD UNITS e � � �� � 4 �— POSTS SPECIFIED ON PLAN • a 98�_2 � MAX. SLOPE � � SEGMENTAL RETAINING WALL INDICATE TRIMMERS ONLY AND 9 T.O.F. � O SYSTEM CONSTRUCTED PER DO NOT INCLUDE KING STUDS MANUF. SPECIFICATIONS ° a ° < � � o � � �� a " a , � � w O 8'-0" STARTING � PIN CONN. 4 SCALE: 3/4" = 1'-0" � � � '� — o ° S4 � � � '� 0o w —•--•--•--•--•--•--•--•--•--•--•--•— 1'-0„ �p,� $�� � � � w AGGREGATE PER MANUF. 1 ST COURSE � �� PERIMETER DRAIN � � 190'-4 SPECIFICATIONS 2 —6 PER SOILS N �1 B.O.W. P E R I M E T E R D R A I N SEE PLAN � � `y '� ° PER SOILS ENGINEER T.O.W. ., � . — — � � ' - - - - - - - - - � 2'-0 � 6" COMPACTED GRAVEL BASE (2)—�5's x 2 S C A L E: 3/4" = 1'—0" � ;,�� I 2'-0 S4 �` 4'a'_'.._� , � 7 SCALE: 3/4" = 1'-0" 2 —� � � 2._� SLOPING S4 , I SEE PLAN T.O.W. ���°�����,,��,,�,�. (2)—#5s x—� - - - - - - - - - - - T.O.W �%%%� � � , i�i�i�i 2 -0 � \°�\°��/ < ����� � a d da � SEE PLAN � EXTEND HORIZ. REINF. � T.O.F. ' I 2'-0 PAST STEP TYP. � , ,� a � � 2'-0 I w \ ���/\\�j 1 I v' 1 < � � a � CASCADE /� �1 � �— WOOD COL. FROM ABOVE FTG. �—— �__ — — — — — — ° SEE PLAN (2)—#5's CONT. HORIZ. \�j/\ � T.O.F. �06'-5 C� TOP & BOT. ° designed by TFA _-__ --__ _-- OPTION 2 ���� T.o.w. � �., �„ drawn by M AB -__- -- o° a, ���������������������������������y ` a _ - - - - a ���i���i���i���i���i���i���i���i���i������i���i a � checked by - < :��;��;������`��'�`��%�%������:���:���:��! ° o SEE PLAN ° ° � a #5 DWLS. x i ISSUed - -- T.0.W. _ _ � � ° n � 12" � - - - - - - - - - - � 2'-0 ., _ _ �o PRELIM 05 29 02 _ -� - (2)—#5's x—� a #5'S CONT. HORIZ a PERMIT 06/05 f 02 __ I 2,_� a � 12" a #5's x 2'-0 TRANSV. _ _____ ___ 2,_a ° � 24�� � REV 08/01 /02 _ -_ _ --_--- �— a d • a #5's VERT � 12" d a - - - __ 2 Q ° ° (5)—#5's CONT. SEE PLAN 5" 5" LONGIT. �,. _- � I a _ . ` _ �2)—#5�S X L_ — - - - - - - - - - T.O.W ° a a . �' < _ ---- -- ---__ 2 —0 �� g N � _ -- -- ° °� � 102'-7 - - --- - � ° T.O.F. - = SEE PLAN � EXTEND HORIZ. REINF. < __ _- T.O.F. ' I 2'-0 PAST STEP TYP. J , °�° a ° a , e e ° o a ° , a I _ - 2x BLKG. � 2�_� I w 'a � a d � � � �' � sheet � TO MATCH �i� � N , ° ° ° ° _ - COL. ABOVE ��\�\ � I a ° � � - � 8„ �O„ �,_�» _ - \ �\�\\ �� ' � , a• . _ '� J \ ���������'��� �� 100' 11 PERIMETER DRAIN �__ �__ - - - - - - ���i�ii�ri ,���\���\� g.p.W. � �� PER SOILS ENGINEER _ - SEE PLAN ���� 2 _g T.O.F. `���i : \�j\ °° 4" CONT. FORM � OPTION 1 \\�\ VOID � GRADE BM � TYPICAL BLKG. IN JOIST SPACE 6 SCALE: 1 1/2" = 1'-0" 3 TYPICAL FOOTING STEP DETAIL SCALE: 1/2" = 1'-0" � SCALE: 3/4" = 1'-0" s4 s4 s4 JOB # 0204-23 _ ' ,� / T— � � J m � N W � � �p O � � + � � � � � �� � � � I � I I ! 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