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' _ O Z .� _ _ � W �— Q Q J �-�°": --- .... ..........: . :.............:..:..... _..._..._ �.: _. .: ; _ _......:. �:,� ; ,.. :.. ..... ....... ;... ;_. . _....................................:................... ..:........_..:........_:.........._.... : .'..:... .......:............:. .......:...........:...... , _:...._.....:_ : _. � ; �:_ ._ _ ; : — ;.. :. .� � � m _ ___ : _ _ _ , _ . : : . _ : _ _ : � _ s � � _�,�;_ � � � � � � z .. . : _. . ���'I�- ���;�`��_�� 1��► � � � � � ��� �- ��� � �' _ � _ _ � °� � : — _ ° ...... : �1� �N-��� . . � . : . 1 2 4 . ; .... ....; ; ;.. � . ��� .__�.._�....:.......:.. .....:.....�.�... : _.....:. : � ; - _ -. _ : , , � ���. ` � ; � .......�:..... --.�:::l . , /,� . �.: . ... .. _i� ;... 22' 6' � I— �� � � (n � � �'-6" � �'-6' � �'-6" � � � z i i i i LL � Q �'-6" 8'-�" ��'6�� Q m FOUND.4TION NOTES: 4,. 4., 4„ 4., � I. DATUM ELEVATION 100'-O" EQUALS 8244.55' U.S.G.S. AGTUAL ELE�/ATION AS SHOWN ON ARGHITEGTURAL AND GI�/IL ENGINEER'S DOGUMENTS. O 5XI I SXI 2. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELEVATION. , , , , , , � 101. �I I �I I I QI. ', ', 101. �I i �I I I 101. I 3. fXXX'-X") INDIGATES TOP OF FOOTING ELE�/ATION. , I, I, I, I, �, 100'-',�O'�," � 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS ��, �', �', �', �qb'-O") ��,� "� L102'-IOf' ��, TOP pF � REPORT. �i;--� I I � - - -IT - - ��;--� SLAE$ ��, i a A - - - : � - --- -------- --- - - - - I - ---------- ------ - - - Z �. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB. � � i � '�, '�, SLOPE'�, SLOPE � i '�, '�, '�, i M 8. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO � I , � ► , - W � � � M M M M \ � BE LOWERED DUE TO SOIL GONDITIONS. �/ERIFY GHANGES WITH I I I I I I d I � �i �i o w N � O � IOI. � N N N \ STRUGTURAL ENGINEER. �� �� � � I I i a , �, i 4' SL'�AB- N-GRA E '�, i '�, J '�, �, i � c\v v v�i �i ° d\- G. PLAGE SLAB ON GRADE ON STRUGTURAL GOMPAGTED FILL OR d' 1 01. � O ' I WI H ,�hDC6 2.1 X 2.1 t(1 �, - NATURAL GRADE AS OUTLINED IN SOILS REPORT. � J �, �', �' �', �"�' 'F' �', ', � � I � �, �, �, 10. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THIGK I i I ' I i I I i WITH 6X6 W2J X W2.1 WELDED WIRE FABRIG. - � I '� - I-I r I � '�, � II. PROVIDE GONTROL JOINTS OR GOh1STRUGTION JOINTS AS SHOWN � '� ' ' ' �q2 j � '� ' a ON FOUNDATION PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT - I I � I� I N o EXGEED 144 FT ? B - - - � I - - .- - - - - _ - --- - - - - - - -- - - - - � z i �L- - - - - - � cn cn 12. GONTRAGTOR TO GOORDINATE ALL DIMENSIONS AND DETAILS � i � � [102'-�O"] i � � z z WITH ARGHITEGTURAL DRAWINGS. � w w � � � � 13. GENTER FOOTINGS UNDER WALLS AND GOLUMNS UNLESS �'-�''Z" 101. � z w v v �> o � o 0 DIMENSIONED OTHERWISE ON FOUNDATION PLAN, i � � � � � � � � ? w o 0 � > O O � Z � U U � � O 1�1�1 � � � f i�l ��le �1�1 � � � � � � a U U H H � N N N Ul I/4" = I'-O" tn b� � Z z � > � O �n O O N w - �n rn c� C� ¢ � O � N M v oo rn z 0 ;��W z�o� 3w�� ��X 3 a ��W N ��>-N Y Qa�w Q �'waa c� z�Ux z Z = _ =Q�W _ r7 w W W w�goz .,; � Q Q Q �oOQ � � � C�/�, I� � � � ¢W�� � ��,... *;�� _� � C}Q�,�� L�� N � Z~o°N z �: � /� >�� � �y 00 � = Q = °w°i a �.'V�� ��i:J� JOH~ � ;J . ...i' ._ L L � � � Z�(aj� � •• . � �1 m m � Z�=p� y a'�" � a C C � �ZO3 Z � .� w p � d � � (� =�=0� � Q W� N Z � cn � z�a¢ �n N � � oWo°- � � -�-, 0 — =w V Z w O U N�w– a � N � NwmO Monroe & Newell _ Z�~ a � oW Z J 3 Engineers, Inc. � � o a Q 3 a P.O. 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