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TEST SLAB AND RAILS ARE EXISTING. <br /> ' 9'-4 3/4" ' 29'-0" 1'-7 1/4" 11'-9" ' 12'-1" ' 12'-1" ' 13'-6112" 13'-61/2" 3'-9" ' 6'-8" 10'-0" 6" 7'-0" 9'-5 3/4" 9'-5 314" 9'-5 3/4" 9'-5 3/4" 10'-11 1/2" 10'-11 1/2" 10'-5" <br /> , � �.� .1�...�_ .!Yl !.„,`_..�—.�—.�.,,-.�,.,.,.,..�,.�,,.�—..�..��..,_..��-..�'�'� � � . f � i � � � �" . �-,.�.� s . f. �" (',.-� .�`,.�,��� �,��-���,��...�,�.. �.. _�..Yl ,.,�'-1 -.y' :.\.l'�('.v...Y..Y Y'Y'`c `i'.� _v'_�,.Y„�.Y,.�._�...�..t�-\ . <br /> . .. ..-�.—..: ', . '�, . : ' � �r, <br /> ' ` , �, , ,^ � ' ;' ����^��`�\� � \ �,� � � \ � B` ``, \ � � A ' ' ' � ' ' ' ' 3. PROJECT DATUM IS -5'-0" (WL EL-60") AT TOP OF EXISTING TEST SLAB (EL X'-XX" NVGD 29), <br /> I ; ,:. , , � _ . ,,.: : � � � 3 3 � 3 , NEW CONC FTG 6,,�„x4'-0"x2'-0"THK, `� <br /> `' � � �� " ' � <� 1 S60-1 S211 ' 1 S60-1 S211 ' ' <br /> � . <br /> ��- :�; ', =, ..,. .. . �.: , . : ,' ; < C 1S60-1 S401 1S60-1 S401 1S60-1 S401 _ � I TOC EL-5'-o",(s}P�.cs,sEE DIs35o i 5 4. TOP OF EXISTING TEST SLAB IS AT THE PROJECT DATUM UNLESS NOTED OTHERWISE. <br /> � . r �I . � -- - --- , _ _ , � � � � � <br /> , , ' � � 1 S60-1 S211���--1- -i'� � �� ---y -i � r - ,_ ,� , � .� <br /> �y � 20k) �� � 20k) i ��' � �(20k � � ------- ------------- <br /> B� _ _ _ _ _ _ __ t _______�i_ ,� ________�_ _ � �_ _____;_�_ _ �_ __ _—_—_—_—_—_T _—_— , , 5. CONTRACTOR TO FIELD VERIFY ELEVATION OF TEST SLAB AT ALL COLUMN LOCATIONS <br /> - _--------------------- ---J— , --- <br /> , — -+;--------- , , <br /> , � . <br /> -1470 � �- ; � �; 'C � � L__ __J_ � �_____ � � __�__________�______ �_ '________�_________�___________�__________ ____________�--------- AS WELLAS PLAN LOCATION OF EXISTING TEST SLAB RAILS. COMMUNICATE ANY <br /> , , <br /> � „ ,L—______J, ��______� ____�_________�.___ _ _ __1______, _--T,_- �_ --- , � - DISCREPANCIES OR CONFLICTS TO THE ENGINEERAND BOEWG PRIOR TO STEEL <br /> � <br /> ., , , � ,,. . .. <br /> . � , <br /> . , <br /> . _.� � � <br /> , . . <br /> ., ._ , . . :�..�..... < , , . � . ;� � , _� �� .���*, ���,ti,,,� ._.. I I , <br /> . .. . _ .f . ; � : . : : , t _ . . �_. : .. >, �,_ � �.. � . �.� . , . <br /> _, . . , ._ , , FABRICATION <br /> I .I , , _._>.�._>._>,_�,_ ._A.._ __.,_ _�_ ._ _..r_. , I <br /> � „ , , , , , <br /> , , , <br /> ._. ,_._ . . ,_�_, ,_ _ ._. : � <br /> _ . . . . .. .. . , _ . <br /> , , <br /> . , <br /> ' �U�1C1'Gt� � - . ,_ �. � :.� ;. : ,.; -- — , . ---- �__ .,. , — --- -------- <br /> , ,. , . ._,, .�. <br /> � i � <br /> 1S60-1 S452 �� �%.�-�---------�----\ --�------- -�--t-----�----- -� --�-----� -�-----------�--�--------�-�--------- ---------�--�---j---�-----�---�-- - �'i <br /> o , , � � . � � , � � . 6. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL PIPE SUPPORTS <br /> � � � � F�ot�ngs for � � ,�'� ,�'� � � � � ; � j <br /> � . . , ... . , _.. ..., . _ ; .� .. p. . . , ._ ., . . . 2 �,� � ,�,/ � � � � � � � i� �� , , E�RE�S LADDER�#2 ABOVE � , I , � � � � , ; � � � , I OR SIMILAR NEW CONSTRUCTION. <br /> � ., ,. :. I-�r��l � �1560-1 S401 � � � i <br /> _- _ i i / , � / \ � <br /> � _ -__ _ _ _ , ;� : ,, ._;1__�� I � I � --�--=-- . � � . - . � E I � I � I � 1 I � � <br /> ,_�__ �_.__, , � � � ; 7. CONTRACTOR TO AVOID DAMAGE OR DEMOLITION OF PERIMETER TRENCH EPDXY LINING. <br /> �, , ' � _ _ �i i i L� � � , \ �_�_ I <br /> , _ _ I 1S60-1 S211 _� _,__ i I _ � <br /> B� ' ' --�--� - -�� � �-----� --=-- � --- —�-�- ;- ' �-- - i-� — --�------�-T— 8. COLUMN REACTION (XXk) INDICATES THE TOTAL MAXIMUM UNFACTORED VERTICAL <br /> -= ------= --- --------- --- ---- � , , <br /> _ -- <br /> -1290 r —�— �---i------- _ . ,�4�o►c)-----. � r25ok> " ---- -- <br /> _ � � � 1 S I M �� � I � � i(130k) � �---= -------- T � I � <br /> � , , � � DOWNWARD REACTION TO TEST SLAB. <br /> � � �� � �� � � 1S60-1 S401 '"'-' -" � 1S60-1 S401 ----� - - � ' ' � � <br /> `� -------}------ --- ----�---�----=- �---------�� - ,' -- -- ' ----�--{----�------- �-�-;�—� -r -t----�-------3---�---�--------�- ---�---�-- ---� -�------�--- ----�--�---i---�------�--�-----� � <br /> , , , , ,� � ,� � 1 S60-1 S211 � � � � � � STA STA STA STA STA STA <br /> -1249.5 , , , ,�'� ,,�'� � � � � � , I � � I , � � � , � � � , � � � , 3 587 462 338 214 90 0 <br /> �� �'� �'�� � � � � � � � I � � � � � ' � ' � � ' � ' � <br /> , � ,, ,, � � � � � � � � � f � � � � � � � � � � � � <br /> , , � , � ,'� ,'�� � � � � � � � ' ' ' ' ' 10-5 10-5 10-4 10-4 10-4 7-6 <br /> � ,� � � � � � � � � � � � i � � ' � �� � � , �, � � � „ � � � �� � � , „ � � , „i � i <br /> .�' , i i <br /> � -, � ,,- � � � � ' I ' I � ' ; � ' � � i � I I � I � � � <br /> _ ,, � ,, I � � I 1 � I � � I I I , , , � , � � � <br /> T . 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NO. <br /> �rt' TURAL ��� �� <br /> C� <br /> �ssloNA� �� APPROVED STRUCTURAL MASTER EVERETT WA N�G 40-041-TF-1S60-1 <br /> , t <br /> ., .. �,,,. --- <br /> I , '. . ..� _ _ - - - <br />