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DRB130159 REV1 Plans.pdf
� _I 110.4' � � � 0 � pal �� \ �laIIP � 1 en� nQ QOQO ft0 � - ��, Vail c imaeo cemar F � vai ve�i � o�la�lon pardng • ante� LOI O � � `� A � � 4 i � � Y�R LOWER LEVEL PERIMETER = 567'-10"- LOWER LEVEL STRUCTURE HEIGHT = 10'-6" \ LOWER LEVEL = 6,118 SQ. FT.- `-MAIN LEVEL = 6,755 SQ. FT. UPPER LEVEL 1 = 448 SQ. FT. UPPER LEVEL 2 = 1,024 SQ. FT. WHOLE BUILDING ELEVATION AREA = 5,962 SQ. 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I I IV I :L I r,n�- �r��'`-��-'��'�`� �:� Tr� j\� �7/ �(/i l�`' l l� I � � I ��. � <,}� � l 1 � / �� � II �il I� ^ � I-� �''I . � \ !� ( � l �l �� il �„�,� ✓ `,���.�.�� i �� ;�� - �il � -_-�� I� �-f� ��� � �J'��';�j I �� � ��l' l,l i'l /�lj �-�,v� l %�j� j I �� �' h-�� lT�� I i �3 n \�T-� j/�� �'I �) �.� � �� 11/ l ,l $_,� /� r� u ��: I II f �iiiL---1e�--- � /� \ I ��, i �a,� � ��� � l�� i l°�� i-� lb, �l � T1 �l � '� /� WWW.RMTarchitects.0011] � i/ �" Zl�,�, l�l � ���:� � �I � � l �.I_���i/� \�����/ /�,� �a � �'� � l/�' 1 �l� � �� // '�.,, / �/ e�G ��'� r-1 i r �o��===r- I�u� - � /� \��I I i/ �, ill �� I ' Q <'�., ll�� � �ll i-, � ��/ l � / l l n< / �r. �J�� :: _� i TT _ � \ \, /r �� � ,/ ��� � � l / /,� � ` / / , ��.a._s ---- �JI ,i;�ll ��yuJ��� o � . �, � T \ i, l�\1 \ �l r��'� l, � �, �� �� �.� i���ra J__��, ':��I� 1 i -!�r Fh \��'1'�!/� 'iII '��� ���, � �l/ b� lj �%/� i- / l l � � i _ l l =_ - - --c=- -_ ° = r�°'�;'-- -'�1 -f �� � �, i i�;9 � �i� l/ l ,;a i � �', �----� ��-�` ,`�� __� 11 � _� � �l lP ll� l� �l� ���� � l � / � ����, I, l ��, __I i l JI,,I__Jr�= �'=-i --- � i� ��l �, \ i � i i � F'- �t, l�� i l i_l lA, �l �. ' � �l/ r �=- <{����Kx� ,'� ---ar l_ � /%. �"'' ELEVATIO GRFA HEIG T, = 10'-6" ' ;t` �'�; l `, i � , - ,:\ , _ �, ;d l �i l� � �l l i ''�_ /; '- `� __ � �� �' �''� '�� / �_ i ��, , I t��� _-�jb. .,rt �r� ���, � ����_, i� j�� R' � �� - i i �� �`��'�% III��_� � " �-_ ��l�� i� ( "�� il � �z-\" \� J;-'; _ �- �,:�i~�;�T'��� >/I II il �_ ��\I' �\ °�����l l�� ��-1 il�l ��� i � l ;�`,� �,,\ ��'�j (T.O. SLAB TO i�OTTOM OF �F� " FLOOR JOIST) !� �yYr 1�!I �l� ��� i � \ J�O��� `�,��r ��r��? 'i ; ,'� �r���C�%/ \�, �.�/ ��II, I�( , 1 �'� ��� ;�'/ ���/ //� �!�/ / � l� /< />, G' �-q;,/ � � �� � ���� � � �� �� � l l , �,A ;� \ � �- __1 ����, �� li ,r��4 Il4p� il�J� `�� ���� lil, �l ���1 / l, i \ %;�--- � -I I � � i �� � „ ,,, � � , � \ �i< -h,�_� �.1/l \ \ � I I I � � � (�' �,l:a, Ii,�--�ry �� � ,� lc l� i� r,� �, L1 -- -�'�a_ i�,��_� ��-- �I Fr 4 _,i i _ : -'r � � � ��'�,�i �l� (i �� �, ,� � !���°� ,� °.\ ',/ s-"�/ � \�. /� ..,--- �-----� i �----- --�- -----�° I �.�,,��' � , �' � 5' _� / _ __ I - �- .� �^'. `� �I a�--�,I \�' � / / � ��/ \ ��lll J�� k� l,3/l �. i� �-�-�� � -- i � �'��� ����� �� �/ (i'=D`� ,,`"� �� i \ r,��;, r i � � � ' �I �--- �1 r�-��3 n���+��� �, ��� �� //� � / �l�', l c � _ �i \ i �� i'>> �i '-'ti ���� /�� �_ 1 � % � , , � �� � l �{<� ��� �� // � , � / � --- � �' , �� �- � � i � � �� �� � r� � ��l'� � 1 -� I � _��/ r�� i � � � i �r, _� � � ��,l Ji� i ,- <'/ �� - �Ir�-i �� � ��Jl�-�.�� � � � i � \ . i _ / ���l� � i �I � � �� ��� � i II i i � � �� ���L - / -- - -� t �_ a� �i - � i ��� s � \��� ------� j �� � !� � r---� ��, I � I, � �t_ l �l �i� �� I� I i� �� � � i II�� �_- i � i�i I I ' � I�i � I ^ '��c� ������'4� �� / I_1 ��J�i i �� �J I ❑ I � -� d � � I� f�i � � � � �� ��� �, _ _i I 4 j �__� _ � i � �-�� i i L---J ; -- -�r�=� � . I IL -.J I '7' � ��� �-Q�� �1-T -III � ' I �I �i''; � I II .I I`� I L_ , �I' � _ � i, �i �' �� ; �; 'I_ I ��I �!I'I �:°- -�°TI I '' ' 'i�' ' I 1� , I I � . � I, / i _�� � I . �,� i ��� ; ��- ����'��e� ��! � �, ��� � STAMP 3I � i i �/���,.�- I� I�I IL�-�n�a��r�,o� --I �� _ _� � � � ..r� �� � ... .%� � � � � . ��� ��� - EXPOSED ELEVATION � � ) J LOWER LEVEL AREA = 1,128 SQ. FT. �� LOWER LEVEL AREA' S MAIN LEVEL AREA' S UPPER LEVEL AREA' S N.T.S. 4 N.T.S. � N.T.S. � SPRADDLE CREEK PUD REQUIREMENTS: PROPOSED SPRADDLE CREEK CALCULATIONS: � � � �MAX GRFA: 8,220 SQ. FT. LOWER LEVEL 1,158 SQ. FT. \ [(BASEMENT ELEVAiION UNEXPOSED) /(WHOLE BASEMENT ELEVATION)] X (LOWER LEVEL FLOOR AREA) - \ � GARAGE REDUCTION: 1,200 SQ. FT. [(a.asa so. F'r.) /(5,ss2 so. Fr.)] x (s,��a so. F'r.) = 4.sso REOUCnori � \/ / 6,118 SQ. FT. (ACiUAL) - 4,960 SQ. FT. (REDUCiION) = 1158 SQ. FT. (GRFA) MAX SITE COVERAGE: 7,370 SQ. FT. MAIN LEVEL 6,755 SQ. FT. _ � - - - UPPER LEVEL PART 1 448 SQ. FT. _ J ; TOWN OF VAIL ALLOWABLE CALCULATIONS: UPPER LEVEL PART 2 1.024 SQ. FT. � � -_ � �/ j �SOFTSCAPE = 65,387 SQ. FT. TOTAL LOT SIZE: 82,050 SQ. FT. SUBTOTAL• 9,385 SQ. FT. i � � - -� � � � � - _____________ �- �;,� / HARDSCAPE = 9,908 SQ. FT. � - -;:•- -��=•--•-----,.. ���.. i � MAX GRFA: GARAGE REDUCTION: -1.200 SQ. FT. � � - - - � � � � _�J� � , � ��:.a.�,.. �� � ---- \ �- ,.,. �� c - J 0-10,000 OF LOT: 4,300 SQ. FT. TOTAL (GRFA): 8,185 SQ. FT. � � � ,� � � c�� � ��"� ���� I �� 10,000 - 22,000: 2,880 SQ. FT. SITE COVERAGE: 7,117 SQ. FT. � � � � � � � � � � �� I� - ----"'"�.��� � � � ��� -��� �J � � � �� � I � � /. _ e � � � �, � _--- � 22.000 - 82.050: 4.204 SQ. FT. LANDSCAPING COVERAGE: 65,387 SQ. FT. (79.7% / ' �'' �= �- - i _ J �L� ���+�J � � _ �i .• � � � • , � � �' � � L ��� �� �, � �« a o � -- � t J ' � J � c TOTAL 11,384 SQ. F.T � � � � � °:''% ,� � ` - ^�,0� � � � i � c c � � G -�%������ �� � ���� � �� �„3a�� o MAX SITE COVERAGE: 15% (12,308 SQ. FT.) PROPOSED TOWN OF VAIL CALCULAl10NS: _ _ - _ � � � � ---•--- .._ , o ' ' !� �� � t�� � ) �'��L---�� � �� _- ' . ��" !��- -- �/ 3a� � :� � r, \ / / / � I� { ��Ir - - - - - _ Ta; n u o�.� �a�.3�,, - s � � `.\ � LOWER �EVEL 1,158 SQ. FT. � _ _ e--� c., �3� � l�i �"��+ - _ - <, . - ,- _°_ _�, �I,�_- - . � - �x :$, f__,�<_ � �g 3 � \ MIN. LANDSCAPING COVERAGE:70� (57,435 SQ. FT.) [(BASEMENT ELEVAiION UNEXPOSED) /(WHOLE BASEMENT ELEVATION)]X (LOWER IEVEL F100R AREA) \ :3,� '��'� � ���° ' � � �� �i'f ---; ___,' - °", cT- - � -� : "�.' "'-"' �n � [(4.834 SQ. FT.) �(5.962 SQ. FT.)] X (6.118 SQ. FT.) = 4.960 REDUCTION � i �J �a J _ zse �--- � ��:�j '� H _ i, � ' Ey � _ - 6J18 SQ. FT. (ACiUAL) - 4.960 SQ. FT. (REDUC710N) 1158 SQ. FT. (GRFA) G - �s,: ° ' `� � } �"'� N' - --,.,� -. __ � a ',- a r,`� ��---- - � _ � ��* � z�s� --'_ ' r�� � ���z.� i , _ f y o . , . �� � a�.. °�� -- a, ,��;_ �����s c �� ��j��_� � MAIN LEVEL 6,755 SQ. FT. zs� � >��': • ','.�i �, , _ m ;n, � � _�- - � �� \ � - c I � ;;. ,, � � . t�>, � _ __,_�_- - -_ '-' c �i� - - _ � • ° I�1 � �-� �i. �. �� �� � _ ��" �'�� - _ �.�: UPPER LEVEL PART 1 448 SQ. FT. \ � ',�_� �°� �s s �' * � � '�(!��� �� _, , �� ,�K �_��_'L v�� � � _ - - � � e �, � �'y - � UPPER LEVEL PART 2 1.024 SQ. FT. � � 6u � ";' _ - - - - 'I - - � ' - - � � ?� � - °,�,<< � �°, � , �� � L._.�'��� - - - - - - �_� - � SUBTOTAL: 9�385 SQ. FT. �. � ` �� s� ��5 � � � , . � � � ' , � � - - - -- - - - - - - - - - - - - � - - - - - - - - � � zz I � l •�� a e m ��° t"i t i � _ �� � � ��� zs.z ��-sa s� I�11 I� �� �� a�A�u�a i�°i�i ' � � c: � � � .��_� r �_ -__ - � _ - _ - - � '- _ - - - - - � � �� � GARAGE REDUCTION(2 SPACES) -600 SQ. FT. � �'� �.;i� ���� " • ��� , '��� �• � _�J _ �-- - - - - _ - - - - _ _ - _ _ - - - - - - - - � � �Q:A�A tl A p q � � - _. �,Y` -�� � / � \(l-_ � .J� ♦ ",1 ♦ �" . _ 2''1 � - - _ _ - _ � _ _ - `r/ � c .' �-'. � ��. �'�� � � - - � - - - - - - - - ! TOTAL (GRFA): 8,785 SQ. FL � ,s� �� �, , -.." ' : , `� - - � _ _ _ _ - - - - - � � - � - _ - - - � �,;;, SITE COVERAGE: 7,117 SQ. FT. �� -� 14z� � -- ,� ' - - T(a � _� � � _� - ___ - - - � � _ _- - _ - - - - _ _ �,,�1 �/ . �- � � � LANDSCAPING COVERAGE: 65.387 SQ. FT. (79.7�) � ��� ,� � � -���� �� -_ �_= �" ' � �� � '��� - � �� � �- - _ - - -r� _ _ - - - - - - - � � ������� � - / - �-� _ - - - _ _ -_ _- ��-� � � � � �, \� � J J -- -_- / ��, c \ ` - � _ - - _ - �_ - - -- -__-___ - �� - - � �� �� �/ / � � � � � ` � � �. _ _ v � � _, � � � ��(C-�___�-��--- J ..� ,� � � � � _�°� _ � �� � _ - A�-� � � � �-� �� LC�J L G �� ', ��___ - 1 � U L>> � � � � � % �_ � _�- - - ��- - � J1 �� � � �' � � ��---�_ -__ � - - \ - _ - O - � - __=- - � \ \ / ' � � ' � � � ��� / ' � - - - - - - �- - �" � 4� _ - - - - ,,,-, -� � / � � a� � -_ _�� ,__ ,,,� / � � �� � � �_ -_ - , � � � �� / � � � SOFTSCAPE HARDSCAPE COVERAGE � 2 N.T.S. � � � � � � ' � o - o - � o 0 � OT SIZE = 82,050 SQ. FT. � CC - � i.i � - - � � SITE COVERAGE = 7,117 SQ. FT. � O � � , � � / �l U � - - � - - -� � �/ � �^ - - � _ - � � - � � - :=-------�------ � / � ' � - � _ � \��� _`- °£,:,g-1 (((-`J `r�. / � � _ � � �� �=���(i-_ ���~�',,�..��� _ � ��_�� / / (I � �� � �J� J \ � � �- � -� � ���� ��«�� �� �,,,� � � � I ISSUED FOR: � - - - - � - - � � � � _ _-=_-���_�� � - � `� � ������������ �' �� � � � No. Date Remarks � � /.:- "` � � a � y � ,,� � , __ � �L� ���'�� �, a�'° q 04�15�13 Spraddle Creek -Sketch � � � y� � :- �� v J , - � �:_ !i - -Cc ��� �� c � t�� ° ��s� � . 3 � J � �1�� � _ J�-J� � � �c ,� � az� o � - \ \ � � / ',/,/ � 3 , ,.�� � ___� ll � ^��� ��♦ ;^'.�' �� '��% � ��/ ��((r r � (�� �J�� 3, �J � L�J�� +38' 38,0 � _ :-' _ ::•' � �o _ - - � � � _ � e� � \ � ....._- .. � ; -- _ _ � - _ _ _ _ _ r � � . ,'� � � _ o \ "" +3� '••.. '".� . 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J� � - . . � - - � � , - � z?s+ - � � � zo - i ` n _ - �� )� - - - - _ _ - - - - - � � - - � � �� �A 2 l� � �f 4� � _. �J �� - _ _ � � - - - - _ _ _ - i�i� /� �f - � � - � � � - - - � - � - - i � � � � /�i � � - 4V - - -- � i � _ - - � - - -_ i �� � � • _ / / � � ` � - - � � � - � � � � � /� % � �S �/ i - � � ' • � _ -� � � - ♦ - � � • ' � __ � \� _ 10' � �9.5'+ �� � \'�\(^^� )\\I � li /� � � - � \ � � - _ - - � ��. ,/`,10 �J \\"�/ l� � ��� `� � -- - -� - -r � � - = ��� �_ \ _� � J `~ - f` C � ��� -\ - _ - -- --_ - � � � � � _ � � � ___��_- PROJECT NO: 12406 � ' ��' �� � � `� � �� _ - - - - -� �_-=___=- PHASE: SD _ � �� �� � � -_ -_____ - �� � �� i -- -_- �� DRAWN BY: RMT � � � _ _ _ - -_ - � - � - - - �� �„ �� � _ - - --- � - \�__- - __-_ - CHECKED BY: RMT � - -_ - �_ � - - _ , _ --- . � •,� _ = , _ _ - � � _,-�=%� � � Slte - ,, � _ - - - - -��-�� ' Covera e / ; _ - - - ,% � g � - - --__, ����i GRFA / ' � � � - -- � � SHEET NAME / / � / / I SITE COVERAGE • 1 N.T.S. SHEET NUMBER ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949-1017 www.RMTarchitects.com LOT 14 20' ❑RAINAGE EASEMENT STORM SEWER MAfJH�LE �� - - - _ N 8�� i'3o� w �-_�s� .�3 - so.aa � � -� � S'3�Q°�,. � FOLJN� PIN & CAP^ ` � 3D'• � T L.S. 9337 �,� �'s��•a � ��s� STAMP EL=8549.82' d'p 10.� L= 5575.9 N GUAR❑ RAIL � EDGE ❑F ROA❑ - - � �� � S /$575.6 �UTLINE �F BLOCK o REfAINING WALLS a Sn ❑=159'19'17" � �, ° R=75.�� � I � L=2D8.55 � � � 1� T=411 .09 � � � � ° 8572.� LC=147.5fi 30 0 30 6a 9❑ Feet � ° � CB=S 13'0$'S2" W � � �; `8570.5 I s� .�a 3 . ° .� sss•3o'4s�vv � � � �5s�.o 44.39 �oT 5 ° � � � � �8567.4 BUILQING N ENVELOPE � � � � NOTES: 555.9 � Ki � \,� � ❑=33'34�� C3p 1} DATE OF SURVEY: 1 1/21/97, LJ PQATE❑ 12/1 7/12 N N ` � 8563.2 R=195.�0 2} SLJRVEYOR HAS MA�E NO INVESTIGATION OR INDEPEN�ENT SEARCH FOR � � � p � GLJAR❑ RAIL L=114.ZG WN RSHIP T�ITLEEEV�IDE�NCE,�OR ANY OTHEREFACTS RTHATCANEACCURATE + w � �S T=58.SZ AND CLJRRENT TITLE SEARCH MAY D15CL�5E. e � � �.''�� �S2 �� �S LC=112.63 3) N�TICE: ACCORDING TO COLORADa LAW YOLJ MUST COMMENCE ANY LEGAL � D `S � � `SQ CB=N 49'43�3$� W ACTIaN BASED UPON ANY DEFECT IN TH15 SURVEY WITHIN THREE YEARS iv Sp• � AFTER Y�LJ FIRST ❑15COVER SUCH ❑EFECT. IN N❑ EVENT, MAY ANY ° �S• 8559.6 ACTI�N BASED UPON ANY �EFECT IN TH15 SURVEY BE COMMENCE❑ MORE z `��b THAN TEN YEARS FR�M THE �ATE OF THE CERTIFICATION SHOWN 15.0 �� � ` HEREQN. � \ \ 2��r � 4} SEE PLAT OF SPRAD�LE CREEI{ ESTATES FOR NOTES ON 50ME BUIL�ING ?� � �a' sraNE RESTRICTIaNS. � � ` 5} gASIS OF ELEVATION: SPRADDLE CREEK AERIAL C�NTROL � 1 � � 4� � 8555.fi �i0 fi) 1 .0' F00T OF SftiIOW ❑N LOT AT TIME OF 12/17/12 UPDATE; SDME FEATURES �� �l ~ 0=58'33'49 pE�K MAY E?{15T BENEATH SN�W THAT ARE NOT SHflWN ❑N TH15 aRAWING. - L� � � � � R=��:5� 82,05fl 54 � � � � 7] TH15 SLJRVEY AN❑ THE INFORMATION CONTAINE❑ HEREON 15 THE PROPERTY OF �) � �y \ , , � EAGLE VALLEY SURVEYING, INC. AN� 15 INTENDE� FOR THE SQLE U5E OF THE � [ ORIGINAL CLIENT DNLY. ANY lJSE �F ❑R TRANSFER TD OTHERS 15 PROH181TE�. rIT,1 � g , � ` � �ry � 8) BA515 OF PROPERTY LINE LDCATION: BLM MONUMENTS F�UN❑ AT THE NW, NE ^ � � 8�52•9 aND 5E BOUNDARY CORNERS OF SPRA�DLE CREEK ESTATES. 1�) ' � � ` � � ��iy � � � � � A , 1 WATER VALVE � �°j ' , ��� 4 - DENOTES A ❑.3 - 0.7 ❑IAMETER CONIFEROUS TREE � • ' " � �� UTILITY STUB � � � �' � � - ❑EN�TES A ❑.3 - 0.8 ❑IAMEfER QECIQU�US TREE I ❑=67 3� 35 �o - �s �'� �'� _ � , '� � R=50.a0 - � o o � o �a, L=58.91 �s � � T=33.42 �° o � ��°��, "'�. � LC=55.5fi � 1,, � � � �'6,� , � CB=N 53 2fi 12 W � � . • BL�CK RETAINING WALL _ � � N� ��gs7 3 ���� '� ���.� ��y� �Q � 8472.9 � � � yy, +o"� , 9�� � � ^^ � � �8S � ' � ' �I � � � � ry� �� �s� � � • ' " 847�.7 � � Gi � � � � ❑=4s �4 03 � �� . � �'� , so. � � � R=2�,35 � PHON ` � �jT 8544.4 � 5UF2VEYOR'S CEF2TIFICATE � PE�. � � O T=12.9� EoGE ROAD � � BL1IL�ING � I, 5tan Hogfeldt, a Professional Land Surveyar registered under the laws of �CABLE ENVELOPE �a � LC=23.72 FIRE HYQRANT �� pEp_ ' � �� the 5tate of Colorado, do hereby certify that this tapagraphic sur�ey was �/ � � �� 8481.5 � \ , �f made by me and under my supervision, and that the..sur�ey is accurate and w CB=S 42 57 55 E ��. �=1 ❑ 48'fl7" . � ���q,:.:�:bw. correct t❑ the best of my knowledge. '� a�x� . � �', �.��,�. ��..�y R=5Q5.�Q � `� � ����4�,R:µ�,����,k � r' i ELECTRIC METER � p 2p. A �F ,"�� � � S 6fi'14'57" E - 45.fi4 L=95.21 � s '� --- - y- �=�-�=-------- � � Cpp � sta H `Idt ..'� � • � T_47.7'rJ ELECTRIC � � � - '854fl.7 Col P�,�' ' ��98�,�',"��- � TRANSFORMER �\ .19 , �-, < LC-95.�7 �I�j� 8486.7 ` -9r�T�� ` BOLJLaER ` ��,� CB=N s0� '�J�'54� w ` �N [. � WALLS Date:_ �_J��•�;��° £�� � � ` �C ' �p.&'SR i:'j�n+ � . �'Q� ��� �{�����,ti�f�,� � �L ���� `� ' / � , FIRE HY�RANT �1�� � ~ �ti �� T � � , � ;, � , . ` 4❑ UTILITY � , � r;+� � ?�+, ` EASEMENT � Zfl-a � � � s � � ° ❑=24'5fi'5fi" �'" �7� 8494.1 �;� �c. �' .�ti� 20.❑ , o R=2Q5.�Q � •�l!J � �S '� �,%0 1, , L=89.2fi � � ` S�� �� ��. r �o�,E T=45.35 � � • . LC=88.5fi 0 REfAINING WALL `� r � CB=S 4�.J,•2��58�� E � O O � � � 0 8531 ,7 � � �� ' - S 57'53'26" E - 47.58 •� � ` � o ` ` .o �8529.6 �..i U � � � � ` SLDPE MAINTENANCE � � 85D4.3 � EASEMENT � � �� ❑=153'1 fi'�9" � � R=10.00 � � L=�B.7 'rJ ISSUED FOR: e5aa.o = � T=42.09 ��� LC=19.4E No. Date Remarks , , n A 04-15-13 Spraddle Creek -Sketch 8510.3 � CB=S 18 44 39 w B 04-19-13 Revisions � � D 05-07-13 Spraddle Creek Final 8513.2 E 05-13-13 TOV-DRB ❑=zs•1a'zs" T�P�GRAPHIC SURVEY R=21�.�0 L=10fi.93 L�T 6 T=54.s� SPRADDLE CREEK ESTATES LC=105.78 CB=N ���o�'a3" w T�WN �F VAIL P11�9 B�H�GH 3aY 5 & 24, EAGLE-VAIL IJP�ATEO: 12�18�12 EAGLE ��UNTY, C�L�RAD� E�WARDS, C�. 81632 UPDATED: 11�25�97 (97a]949-14�E PRTRICK FILLIETTA2 9�9�97 J�B No. 2433 PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Survey SHEET NAME • SHEET NUMBER ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949-1017 www.RMTarchitects.com STAMP �� �� �� �,P G� P �P� 30 0 30 60 90 Feet , O �O � / �. 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OR ♦� •�.� ��� � PROPOSED CxRADE CP�Cs.), lUl-IIGI-IEl/ER IS ' / ��w��� �����''' ���� � �E��RESTRICTIVE TO D�TEi�'11NE BUILDINCx Helght � ' Calculations �. .,,,,, , ,,.. � . _-•,. - - - _.. SHEET NAME NoRTM BUILDING HEIGHT CALCULATIONS � ,,$„ _ ,�-o» . SHEET NUMBER � fi Lf��1T L�C END �ROS I ON GONTfi�OL � S I T� i=i�OT�GTI ON NOT�S � PL�NT I NC NOTES � SP�G I�I G�T I ONS: ° � N SYMBOL QTY. BOTANIGAL NAME GOMMON NAME SIZE Si��G I�I G�4T1 O�15: M I. THE PLANTING PLAN IS DIAGRAMMATIG. ALL PLANT LOGATIONS ARE APPROXIMATE. QUANTITIES SkOWN ON TFIE PLANTING a LEGEND ARE APPROXIMATE AND ARE FOR THE GONVENIENGE OF THE GONTf2AGTOR ONLY. PLANT SYMBOLS TAKE o^• PREGEDENGE OVER PLANT QUANTITIES SPEGIPIED WITHIN THE LEGEND(5). � �. 51LT FENGE OR HAY BALES ARE TO BE PLAGED AT THE LIMIT OF DISTURBANGE AND IN SIGNIPIGANT DRAINAGE GHANNELS AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A GONSTRUGTION FENGE WILL BE PLAGED AT THE LIMIT OF 2. GONTRAGTOR SFiALL NOTIFY THE LANDSGAPE ARGHITEGT OF THE D�SGREPANGIES BETWEEN QUANTITIES AND SYMBOLS � 30 f'IGEA PUNGENS GOLORADO SPRUGE 8' HT. D�STURBANGE WHERE THE SILT FENGE OR HAY BALES ARE NOT USED. SHOWN. N II PIGEA PUN6EN5 GOLORADO SP(2UGE 10' HT. 2. p,LL TREES WITtiIN TtiE LIMITS OF D�SIURBANGE THAT ARE TO BE PRESERVED SHALL BE PROTEGTED: AT EVERGREEN 3. LANDSGAPE GONTRAGTOR SHALL APPLY A GONTAGT HERBIGIDE,WHERE WEEDS ARE PRESENT,PER MANUFAGTURER'S � � �" TREES WITH SNOW FENGING AT DRIP-LINE;AT DEGIDUOUS TREES USE SNOW FENGING AT DR�P-LINE. IP YOU GANNOT PROVIDE SPEGIFIGATIONS,PRIOR TO GOMMENGEMENT OF ANY PLANTINC OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO � � SNOW FENGE� DRIP-LINE DUE TO GONSTRUGTION PROXIMITY,WRAP TRUNK WITH PLASTIG GORRUGATED GULVERT SEGTIONS GOMPLETELY DIE BAGK, INGLUDING THE ROOTS BEFORE BEGINNING l�IORK. U � TO A HEIGHT OP 6' OR TO PIRST MAJOR$RANGH. IF IT IS NEGESSARY TO DRIVE WITHIN THE DRIP-LINE O� THE TREE, W GONTRAGTOiL SHALL INSTALL 4" OF BARK MULGH OR WOOD GHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREP'S 4. PLANTS SHALL EXHISIT HEALTHY GROWTH AND BE PREE OF DISEASES 8 PESTS. r o- DRIP LINE. - - 5. ALL GONTAINERIZED PLANTS NEED TO BE TO EDGE OF GONTAINER 6 HOLD ROOT BALL TOGETHER. � v � 41 POPULUS TREMULOIDES QUAKING ASPEN 2.5" GALIF'ER 3. SPEGIAL GARE NEEDS TO BE TAKEN FOR TREES WITHIN GONSTRl1GTION AGGE55 ROUTE AND WORK AREAS. PLASTIG � _ GORRUGATED GULVERT SEGTIONS WITH INTERIOR INSULATION OF I.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF 6'OR 6. PRIOi2 TO PLANTING,THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. a a0 20 F'OPULUS TREMULOIDES QUAKING ASPEN 3" GALIPER TO FIRST MftJOR SRANGH. W 7. ALL PLANT MATERIAL SHALL BE PLAGED IN PITS HA�/ING A MINIMUM DIAMPTER OF I50 PERGENT OF THE PLANTS TOTAL a � 4. EREGT AND MAINTAIN TEMPORARY FENGING AROUND TREE Pt?OTEGTION ZONES BEFORE STRRTING SITE GLEARING.REMOVE ROOT BALL OR GONTAINER VOLUME. ¢ � FENGE WHEN GONSTRUGTION IS GOMPLETE. DO NOT STORE GONSTRUGTION MATERIALS,DEBRIS,Oi2 EXGAVATED MATERIAL U O WITHiN FENGED AREA.DO NOT PERMIT VEHIGLES,EQUtPMENT OR FOOT TRRFFIG WITHIN FENGED AREA.MAINTAIN FENGED b. PERENNIAL BEDS SHALL BE BAGKFILLED WITH A 3:t RATIO OF TOPSOIL 3 GOMPOST TO A DEPTH OF 8". Q U AREA FREE OF WEEDS AND TRASH. � 50 PRUNUS MELANOGARPA NATIVE GHOKEGHERRY 5 GAL. 9. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE Ti-IE SURROUNDING FINISHED GRADE.ALL SHRUBS SHALL Z �i 5. DO NOT EXGAVATE WITHIN TREE PROTEGTION ZONES,UNLE55 OTHERWiSE INDIGATED. WHERE EXGAVATION FOR NEW HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. � � GONSTRUGTION 15 REQUIRED WITHIN TREE PROTEGTION ZONES,HAND GLEAR AND EXGAVATE TO MINIMIZE DAMAGE TO ROOT w SYSTEMS.USE NARROW-TINE SPADING FORKS GOMB SOIL TO EXPOSE ROOTS AND GLEANLY GUT ROOTS AS GLOSE TO 10. ALL TREES SHALL HA�lE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OP TRUNK. ALL TREES SHALL � EXGAVATION AS POSSIBLE. HAVE BURLAP AND BINDING MATERIALS PULLED BAGK FROM A MINIMUM OF THE TOP ONE THIRD O� THE ROOT BALL PRIOR rn S.I. GOVER EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY. TO BAGKFILLING. -___ N O "15 SYMPHORIGARPOS OREOPHILUS MOUNTAIN SNOWBERRY 5 GAL. 52. TEMPORARILY SUPPORT AND PROTEGT ROOTS PROM DAMA6E UNTIL THEY ARE PERMANENTLY REDIREGTED AND __ GOVERED WITH SOIL. �I. ALL SHRUB BEDS AND TREE WELLS WILL BE MULGHED WITH Tt^!O(2) INGHES SHREDDED BAi?K MULGH THROUGHOUT ENTIRE X 5.3. GOAT GUT FAGES OF ROOTS MORE THAT I.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTNER APPRO�lED BED. PERENNIAL PLANTING BEDS SHALL NOT REGEIVE BARK MULGH GOVER,BUT BE TOP DRESSED WITH I" GOMPOST. � - � m GOATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. GONTRAGTOR SHALL PROVIDE SAMPLP OF MULGH TO LANDSGAPE ARGHITEGT PRIOR TO INSTALLATION. �`�; � O 5.4. BAGKFILL WITH SOIL AS SOON AS P0551BLE ` v @ 13 SORBARIA SORBIFOLIA URAL FALSE SF'IREA 5 GAL. 12. EVERGREEN TREES 14'+ IN HEIGHT AND ALL DEGIDUOUS TREES ARE TO BE STAKED W�TH 5 FOOT STEEL 'T'STAKES AND � 6. ALL DISTURBED AREAS NOT DE5IGNATED AS SHRUB BEDS,PERENNIAL BEDS,OR LAWN SHALL BE REVEGETATED W�TH THE GUYED WITH 12 GAUGE,GALVANIZED WIRE AND I-I/2 INGH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED � SPEUF�ED SEED MIXTURE.SEE PLANTING NOTES#IS-#2� FOR MORE �NFORMATION. 3 YEARS PROM DATE OF INSTALLATION UNLE55 OTHERWISE APf'ROVED BY OWNER OR LANDSGAPE ARGHITEGT. +-� 150 I 6AL. 7, ALL PXISTING DISTURBED AND PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE PROTEGTED WITH AN APPROVED EROSION 13. ALL EVERGREEN AND DEGIDUOUS TREES SHALL BE PROVIDED WITH AN "EARTI-fEN SAUGER"AT ITS BASE. SAUGERS ARE TO � / ASSORTED GROUND GOVERS AND PERENNIAL PLOWERS GONTROL BLANKET,PLAGED OVER NATIVE REVEGETATION AND STRAW MULGH(SEE PLANTING NOTE #20). BE GONSTRUGTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR(4) INGHES. SAUGERS SHALL BE INSTALLED ON DOWNHILL 15 FLATS SIDE ONLY WHEN PLANTINGS OGGUR ON A HILLSIDE. 8. PROVIDE SILT FENGE OR SNOW FENGING At?OUND ALL REVE6ETATED Ai2EA5 POR A MINIMUM OP ONE YEAi?PERIOD OF ESTABLISHMENT(TWO YEARS IDEALJ,PARTIGULARLY FOR SEEDED SHRUBS. 14. ALL NEWLY PLANTED TREES 8 SHRUBS SHALL BE FERTILIZED AT THE T�ME OF PLANTING WITH BIOSOL MIX,ALL-PURPOSE � � � i�EVEGETATE ALL DISIURBED AREA5 WITH NATIVE GRA55 tE FEfZTILIZER PER MANUFAGTUREi2'S SPEUFIGATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. � � WILDFLOYJER SEED MIX 9. PRIOR TO GONSTRUGTION,OWNER'S REPRESENTATIVE SHALL SUBMIT TEMPORARY EROSION GONTROL PROGEDURES FOR APPROVAL BY THE AGG AND TOWN OF VAIL ENGINEER. I5. ALL SOD AREAS SHALL BE SEPARATED FROM ADJAGENT PLANT�NG BEDS WITH EDGING. EDGING SHALL BEYe° X 4" BLAGK STEEL ROLL TOP,TAGKED IN PLAGE WITH THREE 12 INGH EDGING PINS SPAGED EVENLY PER 10'SEGTION OF EDGING. . OVERLAP EDGING BY 14" S SEGURE OVERLAPP�NG SEGTIONS WITH 2 FINS. EDGING SHALL NOT PROTRl1DE ABOVE . LAWN- PERMANENT UNDERGROUND IR�ZI6ATION T.B.D. �JRROUNDING FINISHED GRADE BY MORE THAN Ya". I6. ALL PLANTING SHALL BE GOMPLETED DURING THE NORMAL GROW�NG SEASON;NO PLANTING SHOULD OGGUR DURING INGLEMENT OR FREEZING WEATHER. NOTES: Di?IF' li?RI6ATION SHALL 8E PROVIDED TO ALL PROPOSED TRE�S � SHRUBS. F'OP-UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER d GROUNDGOVER AREAS. TEMPORARY I�. LANDSGAPE GONTRAGTOR SHALL SUPPLY AND DISTRIBUTE GOMPOST TO THE SITE. TOPSOIL NATIVE TO THE SITE IS ROTOR IRIZI6ATION SHALL BF PROVIDED AT ALL REVEGETATED AREAS. PREFERRED IF AVAILABLE. IF TOPSOIL IS NEEDED FROM OFFSITE,TME TOPSOIL AND GOMPOST ARE TO BE APi'ROVED SY LANDSGAPE ARGHITEGT OR OWNER REPRESENTAT�VE PRIOR TO DELIVERY. T�LL 6" TOPSO�L d 2" GOMPOST,AND TOP DRE55 WITH I"GOMP05T FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO ESTABLISH ALL IURF AREAS, SHRUB BEDS, d TREE PLANTIN65. A DEPTH OF I" FOR ALL D�STURBED AREAS TO REGEIVE NATIVE REVEGETATION,AND POR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SGARIFY EXISTING SDIL SURFAGE PRIOR TO THE ADD�TION OF TOPSOIL TO FORM AN ADEQUATE BOND. �OR F�NISH 6RADING,SOIL SURFAGE SHOULD BE A LOOSE MOIST SURFAGE. PLANTING SHOULD OGGUR WITHIN 10 DAYS O� SURFAGE PREPAfZATION. IB. PREPARATION OF NATIVE GRR55 AREAS WILL INGLUDE T4-IE FOLLOWING: I8.1: EXISTIN6 TOPSOIL FROM DISTURBED AREAS SHALL BE STOGKPILED AND RE-SPREAD WHERE POSSIBLE. 18.2: LOOSEN SOIL TO A MINIMUM OF 4" DEPTH.REMOVE STONES OVER 2" IN DIAMETER,STIGKS,ROOTS,RUBBISH,AND EXTRANEOUS MATTER. 18.3: DISTRIBUTE I" OF TOPSOIL TO BE GULTIVATED INTO NATiVE SOtL. 18.4: GRADE AREAS TO A SMOOTH,FREE DRAINING EVEN SURPAGE WITH A L005E,MODERATELY GOARSE TEXTURE. REMOVE iZIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. I8.5: ONE APPLIGATION OP A DI-AMMONIUM PHOSPHATE �PRTILIZER, 18-46-0,SHALL BE BROADGAST FRIOR TO SEEDING AT A RATE OF 8 LBS. PER 1000 S.F. �� Iq. ALL DIS'NRBED AREAS TO BE REVE6ETRTED WITIi NATIVE GRA55 SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF // 42 LBS. PER AGRE: IS% GREEN NEEDLE GRA55 '� ' 55K SHEEP FESGUE / ' 255K HARD FESGUE 305K GANADA BLUEGRA55 / 10% NEEDLE AND THREAD � 155K THIGKSPIKE WHEATGRA55 � � 20. MULGH ALL SEED SOWN AREAS WITH 1" - 2" OF GERTIFIED WEED FREE STRAW OR HAY,ALL STRAW AREAS ARE TO SE � / � TAGK�FIED WITH APi'ROVED ORGANIG TAGKIFIER AT THE RATE OF 120 LBS./AGRE,OR HYDROMULGH. I /� / 21. ALL SEED SOWN AREAS ARE TO BE LIGHTLY RAKED Ya° INTO THE SOIL AND IRRIGATED. ' 22. LANDSGAPE GONTRAGTOR SHALL SUBMIT THE GOMPANY'S WRITTEN DOGUMENT REGARDING ITS POLIGY ON PLANT D( � 1 GUARANTEE AND REPLAGEMENT TO THE OWNER. EAGH GUARANTEE SHALL GONFORM TO THE MINIMUM STANDARD OF l� ♦�I / i � / REPLAGING ALL MATERIAL INGLUDING LABOR,DUE TO THE S�GKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE-YEAR � FOLLOWING THE PLANT'S INSTALLATION. NURSERY STOGK IS NOT GUARANTEED A6AINST FLODD,OWNER NEGLEGT, � / / VEHIGULAR OR LAWN MOWER DAMAGE,STORM DAMAGE,THEFT Oi2 ANIMAL DAMAGE (DOMESTIG Oi2 WILDLIFE). O '/ / �-r I � I � 23. GONTRAGTOR IS RESPONSIB LE FOR THE PRESERVATION OF EXISTING LANDSGAPED AREA,DAMAGE INGURRED 15 TO BE ` _ ��/ / REPAIRED AT THE GONTRAGTOR'S GOST. v / '`f '�'�� I 24. 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WALL = 124'-6° - - � _ _. . , . . , ; -- - - � I I J � _ � J - - I _ - III �� - i � � � I I � � � � I� � , - � - i - � _ - --_ - -- - -- - � ' - " -- - -_ _ Y / I I � �. i �- --'- ._ • ' L i, T.O. WALL ABOV� I T.O. WALL BEL _i�- I � T.O. WALL - 11�'-0 _ � -c - - _ � - = 117'-3» 'i = 113'-0" __ ._ - -- - - - -- - - F_.� _ N �� � � T.O. BEAM 111'=8 3/8" I � i � = I '� I � -_�__�- -� I I - I ����� - -- � I T. � � I 'i �' - ' ', " -� '' + I � I � - � I i� � �� � � � �_ �i �i I i� � i� �I � �: �_� I I I I -�� - - _ �_ � ��. � � ,fi�� / � � I II � I �, � ''��_ - - - - - - - - - - -�' , � - - 'i I i � / � I � �� - - _ _ - - - _�_ _ - �- � ii� ___ , / � I I I � - - - � I I � �- -- --'-�� 6:12 - � 6:1���� - � ' �i i i i = ' � i� / � � T/1 � +—, � _ - - � � // � I I � � I I ��'t �— � —' t� ��� 6:12 - 6:12 , - I l v1 �� � � I I _ � - - i� � _ � ' �� - _ �� CRICKET � // / s� � � � 2> ��,�� 2, ��� i � / � _ M _ ,, CHIMNEY // � I� � - - - � II � � III � _ -_ I , � i / // / � � I I TIMBER TRELLIS = ��� _ � I � � / // / � ��� - ' // � 11 I I I � � �� � _ ��io _ _ �o� � � I �� � , � / � �_ � ��� ��j � _ � � I I !/ / � A3.5 I II � - - - - - - ' � � _ ���� - - �� � I I '� i% / I-"� - - - �- � T � � � � � - S � � '-� ���� _ i� � '- - � � � � // / �i � � I I I I I I I I ( � u _ _ - ; ,_IJ' u _ _J� � I i // / � I� �� �� �I I I I I I I I i i i Q = _ _ ; � ; �, '�� i - - �' � // � -8 3/4" �j! � - � �� ; i ' 2'-8 3 � I I I � � I I I I I � I I I I ,� 6'12 6'12 � � ' / � � // / � � �I I II � J II I I I I I I I I o = - -- o , ,, ' � // / � � , '�_ _ _ I I I � J I I I I I I I I I I ���� - �� �'� ;� ' i � �,� / � � � � '� � I I I I I I I ��� ;�� �'J� _ _ - � � _�-� '�� - -, ', '� -- � � 4� � � J � I I I I I I I �J'�, '� �- - T -�-�� =�== J - -_ _�=_ �' J � � � � � � � � � I �I - -�� I = I ? � _ ��i �i � / � � � � -- -- - - � /� / \ I I � � �� - �� �� o �� � -I�--���-f� i i ' �: � � � / I 1 I I I -- i `-��- -J J j � C� I I I I I � � � � � � � I I � �� � , � ; � , � � i i i � � � , � � ` � � � � � � �� � � � _ _ _ - ' I� �I �I � O � � � � I � � � � � 0 � �� �� �� � �� I � � �� � � �� � � I �I �I � � o I I I � � � � � � �I� = = � _ _ � _ _ � � � � � � � � �� � � � / / II - _ �� � _ - � � � � `� o � - - - - - - � I �� � � � � � � � � o � I � _ , i II � � � � � � U � � � � � � � � � � ; , _ �- - -L _ „ � Q ^ � � � � � �� � - � � � � � < - � � , , � � , �� — -� �- — %� ISSUED FOR: �- — — � — No. Date Remarks A 04-15-13 Spraddle Creek -Sketch B 04-19-13 Revisions D 05-07-13 Spraddle Creek-Final E 05-13-13 TOV-DRB GENERAL NOTES: 1. TYPICAL EAVE OVERHANGS ARE 3'-0" FROM FACE OF STUD, UNO. 2. TYPICAL RAKE OVERHANGS ARE 3'-0�� FROM FACE OF STUD, UNO. J' 2 1 1 3. RAIN GUTTER � � � 2 A3.1 A4.1 A3.1 A4.1 A3.1 5. DOWNSPOUT 6. SNOW FENCE � PROJECT NO: 12406 7. R1 - SHAKE ROOFING PHASE: SD 8. R2 - METAL ROOFING DRAWN BY: RMT CHECKED BY: RMT 9. OVER FRAME Roof 0 4 8 12 16 24 32 Plan SHEET NAME NORTH ROOF PLAN 1 3/16" = 1'-0" • SHEET NUMBER ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949-1017 www.RMTarchitects.com 6 A3.2 \ �� STAMP 5 � \ A3.2 ss, �_� �8„ / /� � � ; / �� ���� _ ; / ;�T O; � � � � / �'�<<�� �� � � ��� ��/ , / �2��_ � �; , � � � 1' li � i � i �� �� , � _ ' _ ll � �' l � � ' � ; � ni� � ��� \ � � ��� ,L � / � � '� / � �� �_ � �;�� ,_ SIMULATED SHAKE \� � � � i , � - ' , _ ,` __ � /� \, / / / i \�, ,_ __ � , ROOFING � � �� � �� � __�� �� � ���� � / ��` � , � ,� ,, ,'� _� _,�,� ___�f� � �, ; ��T� - � �� �� _ � �;� �, � : � �� �_�� � � � -� l i �< -�°� —1�t,� � � �� j �� � � �_� ; �� �J7T� `° �� , � � , , �� �i ;;� , � , �� �� � � / � �� � ` ,, �,�; ;, li� _, , �� �� � �?'i �_, ; _, _�, � � � -_ _ �> , ,, � il �i '� /� i , /� , _ __ y � _ _ � �-, , �,� � �� '� �%�-, � � �J � , �� ��� � �� �_ �, %��;, i� ��l � � ; / � _ �, ��� � / s� � �p�w �; ���' '��,/ , � ' i � q�� � � , �� � °��� `�`� � � � �� \` ���� l '� l/ C �23 � � � ���� „ _, j l � � _,i � � l l ��0� � � �� � _, � � � � � ��� � � // � � � � � ' � / � � = �_ �_ � _ _� _ � , , � ,�� ,, � � ��� �� ��� � � �; , ,_ , ,, ,, , ;� ,, �. , , , � ; ,�,, r ��;,, , ,, �� _; �� �� �° wq� , �� � �� , �� �i �i � ���` �� �� ����� '�3� '� � �� �� � � � `� � �'�" ��' � � � � ��'����� ���� �� , .J� , / � / � i ii , � ����1 �\ � l� � � � � � // � `����� ���, / �/ � � � ` �� � � / � / � � �l/� �� � ��L��;�,;��,_ s•�2 ��� � � � % � l � �� � � ��� �� � �\ � � �/ � / // � ��ll / � ���� � �� s'�? /i� �l � � V1 � / � � � � � � ��;� � � // � � � �� ��� ��� / � � �� � � A3.2 � s 1L 1 �' �� ,, � ; ,� � ��� l ��''� �� � ��� � � � � � �. � V1 �� �P. � � � � � �T.O. BEAM = 112'-3'� �� ��, \_ _l,lvq��\ / �� l � \ , l� , � � �� � " / � � I� � � � �� � `3 �,. //� �� ' �� � � � � � � � / / M ��� n, � � � � � / � �� � i � �j � � � , _ � � „/ ; � �/ � / �j �� � i � ~T.O. BEAM = 115'-0" � � '"�/ / ��\` �rp. , �ry �� '` / �I � � � � �� �_ �q�/�� �• °� l�i � I I / I I � ,\ ,\ 2,� � � � � ` �� \ � `1 � � /%/ � � / - - � � --T.O. BEAM = 112'-3" � / � � � / /� - ♦ i � / '� / ��� FLAT SEAM COPPER / � �� � � � ROOFING � / � / � � � � / �� � / � � r, ,r , � � � � V �;' ' ' ' � / �� i ��i ��i .. i �� � � � i � � �� ii i� �i� � L< � C� i �� � i � i� � � / �� � < < � / A3.3 � � / ��� � � � /� \ J � �� // / A� � // � A� // / �� � � � // � A� � � // � �\ , � � � � , � � �, � � � � � � � � , � � � � , , , , - � � , , � ; � , � , % � � � Z , s; ��i,� �> � � � ; � , , , �� � ; � � � i � \ ��s , ` �� �,�i� � O i i ` � ��� � � O II � s ��� � y � � o ; y � ra � i �� s , �� ,� � � J Z Z � , � � � � \ � �� �° � � , v, � , � � � „ - � � , � o � , , ,� � � �y '~ � � � � , � , � � �,', > , �� �/ � ISSUED FOR: � � � � No. Date Remarks � � A 04-15-13 Spraddle Creek —Sketch / � � � B 04-13-13 Revisions � / D 05-07-13 Spraddle Creek — Final � / E 05-13-13 TOV—DRB / � / � � � � � �� � �/ � � � � y GENERAL NOiES: 1. TYPICAL EAVE OVERHANGS ARE 2 3'-0" FROM FACE OF SlUD, UNO. 2. TYPICAL RAKE OVERHANC,S ARE A3.� 3'-0" FROM FACE OF S'fUD, UNO. 3. RAIN GUTTER - - - PROJECT NO: 12406 5. DOWNSPOUT O 6. SNOW FENCE P��ASE: SD 7. R1 - SHAKE ROOFlNG DRAWN BY: RMT 8. R2 - METAL ROOFlNG CHECKED BY: RMT 9. OVER FRAME Roof 0 4 8 12 16 24 32 Plan SHEET NAME NORTH ROOF PLAN 1 3/16" = 1'-0" • SHEET NUMBER ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 � ��Ill II I IJJLI I 111� I II Ill�_I1�J�JJIILII I I�I II J11llJ_1LIUJ��_I_I �I�I iI_1Li111�1111_I i11_I1�IJlI �J�IlI II I IJJLI I I�i JLI I II 111 Tel (970) 949-0916 � �� �� � ��; _ Fax (970) 949-1017 � www.RMTarchitects.com I i 11_I I I I 111 I I I IJ�I I IJ11 I I I I I 111 I I I IJ�I I I�I I I�I I I I U_I� � i ' J 11�1LI � � = I � ' i I I il I I II II I I I I - I, , I :I I , � _ UJ LI��I�I I �uJ ���I I ��I I LIJJ I I WJ ��I�I I ��I I ��I I �uJ ���I I ��I I ��I�I�I � I I I I I I I L I�J L�ILI�I I �1 fJ � I�I�I I LI�L�_ �11-�--�I IJJ I I I I I I L�I I I 1LJLLI IJJLI I I I Ill I I I �IJLIL I = - -_ - _ I I II W II I I II I I I II �11 II W II I IJ�1 I I I I II Ill II W II I IJ�L I II Ill II W II I I�Jll1 - � - - - _ _ �1J_l_I..�. = STL�MP I I II W I�I IJ_II I I I �LW_I�111 � I _�. I��J�111 II W I�I IJ_II I I I II 111 II W I�I IJ_II I I I � - L1_ 1� _ LIJJ .1111.11_u IJ_��J_IJ L1J�W lul LIJ1�I_! 11J��1L�_ll I IJ L1J�IJ L1J�LJ L1J�IJ L1J I IJ L1J I IJ uJ�W II I I I II I I I I II I IJ II�W II u_�_ � � i �L�U i -�J�1uI �L�1 lI_L�LI �I �LU_I��I I_L�1 LI_�I�I I �i I�J I I i�J I �I�I I ILLLJ I i I - - — _ - — I ��JJ�IJ I�J I�l�J�111 I I 1.IUL_L�I I I I 11 I�I ILI I I I I I I I I I I I I�I I�I LL1�J_L11 I�IlI ll11 I I I i - _ - _ ;J_� I ��I II LI_I I I I I I ��I I ��I LI_�I �w I I I II I�I I�I T.O. F.F 8535'-8" - �I ILI1�11 II _ . �1.�. 1�I I I I I I�I �I ILI1�11 II I�1 1�L� I T.O. PLYWD. SUBFLOOR 8535'-5" _ - _ T.O. F.F 8534'-10" I I I, i i i i T.O. PLYWD. SUBFLOOR=8534'-7" I I I i I I I I I -- I II - - � � ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ - .� _ - � ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ i = —, � -� _ - - - - _ _ - � 1 - - - - - - - - - - - , - _. - - T.O. F.F 8524'-0" - _ - : I(_ - = I _ - _ - T. PLYWD. SUBFLOOR 8523'-9" ` - - — - - - _ --- _ - - - � - � �� �� � - _ - - T.O. F.F 8522'-0„ - �� � � � -- _ ' -- -- _ _ _ -- - -- - _ - - i -- — _ _ � _ - - _ - - _ _ _- T.O. PLYWD. SUBFLOOR=8521'-9„ - � II - 1 = - _ - - _ - _ 1f - - _ - - _ - - - — - - - - _ - � - _ _ - - - � _ _ - -- -— -- — — - - _ - _ - _ - _ - j - i - _ - _ - � _� - - - - - - - - _ _ _ - _ I _ _ - _ i _ - - _ _ - _ - _ - _ - r - EXISIING - � _ - - - - - - GRADE � - - - - -- - - -- -- -- LINE OF - - -- --- - - -- - - -_ PROPOSED GRADE - -- - - -� , � - - _ _ � -- - -- _ � -- -- - -- T.O. F.F 8512'-0" � T.O. PLYWD. SUBFLOOR=8511'-9" EXISIING� - GRADE T.O. F.F 8508'-0" - T.O. CONC. SUBFLOOR=8507'-9" � � � � � � � EXTERIOR ELEVATION EXTERIOR ELEVATION � 3 3/16" = 1'-0" � 3/16" = 1'-0" � � � � � � � � � � �^ � V �I � � � � 0 � / _ 4� � � _ � � - - -- -_ ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949-1017 www.RMTarchitects.com SPRADDLE CREEK ROAD ROAD SHOULDER _���_I I I I I I11 I I I�I ��I I I I � ����U � �U� � I I� I�.. � I PROPERTY LINE ll � � I � � PROPOSED EXISTING� - - RETAINING WALL GRADE - ❑❑ ❑ 0❑ ❑❑ STAMP , , PROPOSED ` RETAINING WALL - - - _ � T.O. F.F 8534'-10° - -- - _ - - _ - = I I �� T.O. PLYWD. SUBFLOOR=8534'-7" � _ � - - - \ LINE OF EXISTING GRADE _ " � � _ � � _ � � � � -- - _ _ - � � � � _ - - � � � � _ � _ _ � _ _ _ _ � � _ T.O. F.F 8522'-0" � - T.O. PLYWD. SUBFLOOR=8521'-9" - ��� � � - i ;�� - _ — - �_ � - _ _ _ _ — - _ � — _ — - _ �� - — _ — _ ' _ _ - _ - - � , - = - i - - - _ - - - _ - - T � �j-_ - - _ i - - - - �� - - - - - - i � LINE OF EXISTING AND PROPOSED GRADE � \ A� �� V/ �� I�J��JJJ.i I I I I I I I �I�I�IJJ�J_JJ JJ�I I I ��I I LUJ LIJ I IJ_JJ J_UI I I ��I I LUJ ll_I I I I I I I I I �I I I I I Ll1��IJJ_�u l � � � � � :RADE EXTERIOR ELEVATION — SITE SECTION � I I �� �� �I��I I�L-I�-�-�_��-�.�-.�-���-�1�-.-��-�ll-������-��-1�-�_-u�_�-I��-I-�����.��. � LINE OF EXISIING � � 3/16�� _ ��-��� � 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 _ _ - _ - ❑❑ ❑❑ ❑❑ ❑❑ � _ � _- - - - - - - - - - � - - - - � - — _- _ . _ _ _ - - _ _ _ c�__ � = -= �� � � � - � >» V � � � � � o 4� � � � , ,.y a� EXTERIOR ELEVATION ��l' 6 3��6» _ �'-0" � V � ~ � � � SPRADDLE CREEK ROAD � % ROAD SHOULDER / � � � � � / PROPERTY LINE � O � � � � PROPOSED � � RETAINING WALL � O � _ � � � PROPOSED � EXISIING RETAINING WALL �/�� � ° - - = GRADE �i� ~ O _ � _- _ _ �..1 U _ - _ � .'r'r' -- � _ � � _ X �1�� — � - _ - _ - PROPOSED RETAINING WALL � _ - _ _ - _ - _ - _ - = T.O. F.F 8534'-10" ISSUED FOR: j - _ - = T.O. PLYWD. SUBFLOOR=8534'-7" No. Date Remarks / - - - - - A 04/15/13 Spraddle Creek -Sketch / _ _- _ _- = B 04-19-13 Rivisions / -_ -_ C 04-29-13 TOV - PEC / _ D 05-07-13 Spraddle Creek - Final j _ - _ - E 05-13-13 TOV - DRB / � - - '. - 't -- - � - - - _ _ - - _ � - - - � - / - i _ - PROJECT NO: 12406 PHASE: SD - DRAWN BY: RMT - - - CHECKED BY: RMT - LINE OF EXISTING AND - - - PROPOSED GRADE Exterior - - Elevations SHEET NAME EXTERIOR ELEVATION — SITE SECTION 4 3/16" = 1'-0" • SHEET NUMBER \� \ � ARCHITECTURE INTERIORS PLANNING Architects, PC �/ _- � � PO Box 7630 - / Avon, Colorado 81620 �� Tel (970) 949-0916 - � � �, � � � � Fax (970) 949-1017 i � � � � ` � � www.RMTarchitects.com I I 1 � I I I LINE OF EXISTING GRADE I I I � - �� � �� � I I I I I � � _ I I --- — I I - — - _ — - ! _. I = - -' .— - — _. _� .- .. � � _ - - - . . T.O. F.F 8535'-8" r, i � i T.O. F.F 8534'-10" � , I I I I II I I I I I I I I I - - _ - - _ - - I T.O. PLYWD. SUBFLOOR=8535'-5" T.O. PLYWD. SUBFLOOR=8534'-7" �� � : _ i I I i . I I I I i I� I i I I i � I I = = I i _ I _ � - � � � � �� - - - -� -- _ _ _ , � � --- ---- _ I — .� STL�MP - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ = i _ - _ _ _ - - - - � . . _ - - _ _ - - - - �'� - � - � - �� - �� - _ - - - �- - - - --- - LINE OF EXISIING GRADE T.O. F.F 8524'-0" T.O. PLYWD. SUBFLOOR=8523'-9" T.O. F.F 8522'-0" T.O. F.F 8522'-0" T.O. PLYWD. SUBFLOOR=8521'-9" T.O. PLYWD. SUBFLOOR=8521'-9" T.O. F.F 8510'-0" T.O. CONC. SUBFLOOR=8509'-9" � � - - � - � _ �/1 �. �r`. r�, _ F�I , � � � � � ; � �� uu �!uu �� u�!!-� uu �!uu!� - - R EXTERIOR ELEVATION � I ��� � � I I � � �I � � I� � � I I � v 3/16" = 1'-0" � II � � � � _ ; 4� � I � I I IJ I I IJ IJ I I IJ IJ I I IJJ1J I IJ IJ I I IJ IJ I� I I i � IJ I� - �..� I_I�I� I I�I_I � IJ I II LI IJ II IJ � II LI J II I I I I � �•/ - v II - � JJ_I I IJ IJ I I IJ IJ I� I I � � � � � � v i - _ � � � I IJ � I I IJ � I I IJ = �__ � '� LINE OF EXIS- � U �I � � I I � � I� � �J��� � ���U � � I � � II I I � � i � � - � � � � � � � � � � � � � � I _- _ __ - - - -- V � - - .. - i '� — -- --- - - - - _ C� - - - - O _ - _ - _ - 1 _ - _ _ _ � � � _ _ _ - � - - _ - - i � - _ 4� � � 4� � - _ � � I ! � � i ' � V - I I � � - I I I -_ i i i i � I � � _ ' -. _; - — � - - EXISTING � - GRADE , EXTERIOR ELEVATION — SITE SECTION _ — - - ' ' _ - , � _ I = i = = I_I � IJ II � LJ I -- - - - T.O. F.F 8534'-10" 3/16�� = 1�-0�� i i I i ' i T.O. PLYWD. SUBFLOOR=8534'-7" � � � � � _ - - � - __ �� � O - - - O , _ _ _ _ -- ` � � - - - - _ - - _ �--� � _ - = _ _ __ = _ _ __ _ ^ o - - i � _ �- _ - � o � � U - - , - - � - - _ � - - - - - -- - - - - - �� _ � _ _ _ _ � - � _ � _ _ _ � _ _ - _ _ � �� - - - - • - - - �° ,� - - . - - - - _ - -� � -- _ -- - -- _- _ -- _ �1- T.O. F.F 8522'-0" � _ _ �- ---._.__-__--__-__--.--- -- T.O. PLYWD. SUBFLOOR=8521'-9" � - - - ; ,� � _ - - - - - - _ - _ - - - _ � - � -_ - �� -_ - -_ _ -_ ISSUED FOR: X � - -_ - � _ _ _ � �,�� - _ _ - _ - _ - - _ - _ - — - _ - - — i . Rema ks No Date r � _ _ - � - _ _ _ _ �u� 3 A 04-15-13 Spraddle Creek -Sketch = i - B 04-19-13 Revisions � � - -5 - C 04-29-13 TOV - PEC -� D 05-07-13 Spraddle Creek - Final ,=� �� _ E 05-13-13 TOV - DRB EXISTING GRADE ,- - - �- � � Y"J ��� _ �7 ii ; ; � - - - - - - - - - -� J - — - - - - - - - - - - — - - - - - - - - - - - - - - — - - - - - - - - - — - - - — . . . / T.O. CONC. SUBFLOOR=8509'-9" / 3 PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME EXTERIOR ELEVATION — SITE SECTION 7 3/16" = 1'-0" • SHEET NUMBER GUARD RAIL ARCHITECTURE INTERIORS PLANNING Architects, PC SPRADDLE CREEK ROAD� � ROAD SHOULDER PO BOX 7G3O Avon, Colorado 81620 Tel (970) 949-0916 Fax (970) 949-1017 www.RMTarchitects.com ExisnNc RETAINING WALL EXISTING RETAINING WALL TAMP PROPERTY LINE� EXISTING� RETAINING WALL - - I 0� I � � �� ; 00 00 ' - 0� 00 � - - , 00 - _ - �u_w�u!u � � EXIS?ING I I GRADE - T.O. F.F 8535'-8" Exis�NC _ T.O. PLYWD. SUBFLOOR=8535'-5" ��E I — � �� � , �� / - � �� _ _� _ -- - _ ��� - , PROPOSED� -- RETAINING WALL � __ �� PROPOSED GRADE \ \ T.O. F.F 8524'-0" � I T.O. PLYWD. SUBFLOOR=8523'-9" � � T.O. F.F 8522'-0" \ T.O. PLYWD. SUBFLOOR=8521'-9" � \ \ \ \ EXISTING - GRADE � � V � � \ \ �i _,\ � T.O. F.F 8512'-0" \ � � T.O. CONC. SUBFLOOR=8511'-9" \ \ � � \ ►� PROPOSED GRADE \ � � �c I I� � EXISTING A 1 GRADE ��� �� � rI GUARD RAIL � � � V � SPRADDLE CREEK ROAD� f I � � ROADSHOULDER EXTERIOR ELEVATION SITE SECTION 1 O 3/16" = 1'-0" � 0 � � � EXISTING RETAINING WALL /�, • � Wt I I� � � � ~ � � EXISTING RETAINING WAIL EXISTING � GRADE T^ � V1 PROPERTY LINE� �� II I � O II i � 0 i � � o � i � � EXISTING - � � GRADE ( — _ I I � � I O �- — ' �- T.O. F.F 8534'-10" � U � __ - — - _ - - i � � � _ = I T.O. PLYWD. SUBFLOOR=8534'-7" Q �^��,,, � - - - � � � � \ - _ _ _- � _ PROPOSEO � �� ISSUED FOR: GRADE �'� — � �� - No. Date Remarks �� - - - - ��, -- -- A 04-15-13 Spraddle Creek -Sketch �- — - _ _ - - B 04-19-13 Revisions � _ �� _ � _ C 04-29-13 TOV - PEC � — - — D 05-07-13 Spraddle Creek - Final � � _ _ ,� - E 05-13-13 TOV - DRB __ � � - � __\ -_ -_ -_ — - T.O. F.F 8522'-0„ � T.O. PLYWD. SUBFLOOR=8521'-9" ,, � _ - , r ;� - � \ - � _ � ,� _ I \ — \ \ � PROJECT NO: 12406 - — PROPOSED GRADE PHASE: SD _ = T.O. F.F 8510'-0" \ T.O. CONC. SUBFLOOR=8509'-9" DRAWN BY: RMT � � � CHECKED BY: RMT ,_ PROPOSED \ RETAINING WALL EXISTING � Exterior GRADE \ \\�� � Elevations , SHEET NAME EXTERIOR ELEVATION — SITE SECTION 3/16" = 1'-0" • SHEET NUMBER GUARD RAIL SPRADDLE CREEK ROAD� � I ROAD SHOULDER ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 exisnNC Tel (970) 949-0916 RETAINING WALI Fax (970) 949-1017 www.RMTarchitects.com exisnNc RETAINING WALI EXISi1NG -� � PROPERTY LINE� 6RADE -------------------------------------------- - -- - ---------------------------------- i -i��r�ui�rn-C�[�r�[�um i STAMP _u��_ll��� �i �u� ��u�i �� � � � � i ,_��_ a . �i ,i �_ — _ i _�u�u�u u u �uL�� , i � � � �� i � - - - - - - - - - - - - - - - - - - - - - - - - - �I L�I_- -� l!�. - -- - -- -- --- --- --- -- -- --- --- --- - -- I T.O. F.F 8534'-10�� I I ---------------------------------------------- T.O. PLYWD. SUBFLOOR=8534'-7" �L �. i � ExisnNC �� I GRADE �\ �'� � i� I � I 4° STONE CAP � � I ,, _ � WROUGHT IRON RAILIN� PROPOSED \ � — I GRADE � I i i I I 4° STONE SILL I I i � STONE VENEER EXISIING = i � � � cRnoe �- I � T.O. F.F 8522'-0" - - - - - - - �— - � .................................................................�-�---.,...--....--.....................................................---...............-- I T.O. PLYWD. SUBFLOOR=8521'-9,� sroNE n� �� INFlNITY EDGE POOL � CATCH BASIN 0 '� i '�„ ' I � � POOL E�UI[PMENT I \ MECHANICAL CHASE � I STONE VENEER 0 � I � \ � � � T.O. F.F 8510'-0" - � - \ SNAMMINC, POOL T.O. CONC. SUBFLOOR=8509'-9" PROPOSED \ i GRADE 2:1 \ � RET�AIN NG WALLS ER � � � � � \ � EXISTING � GRADE ��,.. \ Vl \ � \ � � � � �, EXISIING � �-� GRADE � � � � � � EXTERIOR ELEVATION — SITE SECTION � 12 3��g» - ,�-o» ,� � � GUARD RAIL � � � V � SPRADDLE CREEK ROAD� ROAD SHOULDER� � � � O � � EXISi1NG � RETAINING WALL ^, V^/, • � W � � � FLAT SEAM COPPER � ROOFlNG � EXISi1NG RETAINING WALL � � � PROPERTY LINE� � � - SIMULA'fED SHAKE � �^ ROOFING EXISnNG � O RETAINING WALL - — - � I _ �� _ - - � 00 � ;—� � _ � � � o 00 0� _ � X � � � _ , , � 00 - _ _ _ , _ , 00 - .��r-- ,� _- - �, �0 -- _ 11_ui�i u� �i�i i i�i��i i �i I I I�I�i��JLULU�LILILII � �° 0 EXG ADE IL�I�-L�� g � � � � EXISnNG I II �I I II II II II � .'� GRADE ,t T.O. F.F 8534'-10" , 1 - - - - -._ . � LJ �LI!1_IJl1Ll _ _ _ ^ � - T.O. PLYWD. SUBFLOOR=8534'-7" sxa nMeER _ RAFTER = MOSS ROCK ISSUED FOR: STONE VENEER � � � No. Date Remarks PROPOSED = 4° STONE CAP A 04-15-13 Spraddle Creek -Sketch RETAINING WALL � - --- � _ - wROUCHr iRON B 04-19-13 Revisions PROPOSED �RADE � � - = RAILING C 04-29-13 TOV - PEC � �,, �� � � D 05-07-13 Spraddle Creek - Final T.O. F.F 8524'-0" �� - _. = _ a" STONE SILL E 05-13-13 TOV - DRB '.-_ - - - � - T.O. PLYWD. SUBFLOOR=8523'-9" - - _ = F 06-07-13 Spraddle Creek Revised —.__ T.O. F.F 8522'-0" ��, _ ,- - - - _ G 06-12-13 TOV-DRB Revisions - - - - - - - - - - - - - - - - - - - - - T.O. PLYWD. SUBFLOOR=8521'-9" ��� � � _. . _ i.. � �� ���-_- - _ � �zx nMeER - � i - HEADER � _ - - - �� - _ -- � _ - - � - � - - : - : � _ - = L _ --- - - � _ - - .� T.0_ F.F 8512'-0" - _ . — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -- -�- ' - - - - PROJECTNO: 12406 T.O. CONC. SUBFLOOR=8511'-9" .� T.O_ F_F 8510�-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� T.O. CONC. SUBFLOOR=8509'-9" � , - - - - - - - - - - - - - PHASE: SD \ � _ DRAWN BY: RMT � CHECKED BY: RMT \ \ \� � Exterior ,, \ �� �� Elevations SHEET NAME EXTERIOR ELEVATION — SITE SECTION 11 3/16» - ,�-o» . 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I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I 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- � STAMP I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-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 ��� u u�� ��u���� ����� �� � �� ��u u��u�u�u u� �u�u���� ����� �� ��� �� �� �� � �� �� ��� �� � � �� � I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I 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- � ' L,�,�� �,�, „ ,��,�,_�„_,��,�,_�„ ,��, „ �,��, ,��,�, , _ _ __ __ __ __ __ __ __ __ __ __ __ __ _ _ _ �_<<_��u�u � � �� � � �� ��� ����� �� � �� �ui� ��� � �� �� �� � �� ��� ����� - - - - - - - - - - - - - - - - - - - - - - - - - - - ii �u .�_u�. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISnNG PROPOSED ; , � GRADE GRADE ( I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I�I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- _ _ - � � �� uu_��_���u_��u�u�u_�_�� �� ��� ��������u�u���l I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I � � _ _ - _ -- ' � Jj T.O. F.F 8534'-10" i, I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I-I I 1=1 I I- — � ����L ��u����� � _ �" I I i II I I I I II I I I I II T.O. PLYWD. SUBFLOOR=8534'-7" I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I— I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I �— \'�� — _ _ I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I�I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I — �' �, — _ - _ III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III - I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I I-1 I I-I I �- �� _ I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I i- � �- � ,, _ _�- - I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I�I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I ����_ __ �_ - - - - I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-1 I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-1 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 � _ - - - - - - - - - - - - - - - - - - = _ - _ - II-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III II � �__ � - III III III III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III III III III III II � � _ II-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III�III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III 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 I I I I I_I I I I I I_I I I I I I_I I I I I I I I I I I I I I I I I I I I I I I I_I I I I I I_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 III I—I I III I—I I III I—I I III I—I I I_III—I I III I—I I III I�I I �I _ _ _ _ I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I�I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I�4 I�--! 1�4 I�--4 1�4 1 4-4 I�—! 1�4 I � T.O. F.F 8522'-0" I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I 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.O. PLYWD. SUBFLOOR=8521'-9" I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I�I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I I I ,, I I I I I I-I I I I I I I I I I I I I I I I I I I I I I I I-I I I I I I-I I I I I I-I I I I I I I I I I I I-I I I I I I I I I I I I I I I I I I I I I I I I-I I I I I I-I I I I I I-I I I I I I I I I I I I-I I I I I I I I I I I I I I I I I I �I I � � I I-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111�I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111-I I I-111 I I , - I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I �� - \� � I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I� I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I- I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � \ _ GR'ADE G II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-III�I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II-I II-1II I I � � - - I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I 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 � � II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II-I II I I � � \ � PROPOSED I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I—I I I-III—I I I-III—I I I-III—I I I-III—I I I-III—I I I-III—I I III I�I I �I � GRADE I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I I=I I I—I I�4 I�--4 1�4 I�--4 1�4 I�—! 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