|
__ _ _
<br /> � _ — -__ _ __ _ ___ _ _ --- —_—
<br /> _ ___. _ _ ___.___
<br /> . , ,
<br /> � , —
<br /> �
<br /> i � � � !
<br /> � � � � ' _
<br /> � � j � �
<br /> 1 � j �
<br /> � � ;
<br /> KEYED N�TES
<br /> � �
<br /> �� � �TUB 1-1/4" C BEYOND i �
<br /> ' EDGE 0� CONCRETE i ;, MAINTAIN CODE REQUIRED MINIMUM OO AT NORTH END OF SEGMENT 'C', EXTEND :ONDUIT TO
<br /> � � ��� �'UTURE CONCREFE �`' ' � � �
<br /> ���'. ' ` �' FINISHED GRADE BEND RADIUS — BOTH DIRECTIONS FUTURE CONCRETE HANDRAIL POST CONNECT TO CONDUIT AT SOUTH END OF SEGMENT 'B'.
<br /> �' � � HANDRAIL POST �'` � '
<br /> � i' ' �� ,;
<br /> ��i ��� '�� ` ' 12"
<br /> �� � � �, ; r
<br /> °1 � � 1� ,
<br /> ; _� �__ !�����! � � � � � '�___ _ � � � � � � � � � �
<br /> ._�r;�_________._------_____,�-------._____--__.______.1_�._._�.__ �.____.____..___ ____._�___________._.___����r ---___ _ _ .___ � M I N IM U M � � � � � � ���� � � � �
<br /> f � .....__..._.�....__�._.,.__.._._ _..
<br /> �
<br /> i�� ,. I � 1 i, �___ , _ _.,j
<br /> i( ,;
<br /> , �, �4 � _ __
<br /> ; � �'� j E j -- i
<br /> ____�
<br /> ;� _�,.----.--
<br /> � ', , �- -�.=;� ,`_-, -�
<br /> � ,,��. __, r , ;E __ '„ < <
<br /> , . iy� �1:�� �, i ,o��fm ��. �I �'� I:__ --; - _ __� _ _--,-- ,.__.._ � .:_i_ �.__.�_. .... __..__..__ _..__. _. _ '
<br /> �`'� � '{ � �" � � � �'� i i E{� �f ... _ _._� ti _ .r_ , f `l. �.,� -i � i-`�
<br /> .,`
<br /> �, ' � =• ti , � , .
<br /> , �
<br /> \ , .
<br /> 1 • ��l / 's.. ' �l f � ! f,� �� \ � f � '.� ,.�� � �.;___. � .._._._ . ._. '__. ._". .._... ___:�.. ""'_ _ __. '� �.__��'
<br /> i ! � .,f � , � _ _ ,.
<br /> .,, �: j _._______---__.__._ ._.. ' �; f. ; � , , -r ., � �,_ ___ y STUB FLUSH WITH TOP OF CONCRETE
<br /> I \ �� 1 1 ._. .... t_.___._' '\' . . � . . �
<br /> � _.—._
<br /> � �
<br /> . /'
<br /> � �\,a � �� ' . ' � ��\ . � �� ,�� . �'Et I.� yfl . . J �'f 1 / .� � .r 3 t7 . C3 ,.J p , .
<br /> _ ��
<br /> . � / � \ �.. �.�� �. �
<br /> � `� �s ��,� { �, , ��,>` �, , ; �;� ''f ��r=-�;4� --- .__ ______ _ _...--- --"-----—.. �7--- --____-- ,°� ' AND CAP
<br /> ��;, , +
<br /> , . i�.t�� � �*� � � ��*. . ,t t � �'f 1 �� ..� ,_ i
<br /> _.
<br /> --•-�- ��
<br /> � I N ,_
<br /> �\ I � # I�,, ( 1 � 't ' � I // �f;,.( i ---_ .._..�..--- __._._, .._.ti-- - l
<br /> � � i � if \ i� ty �'
<br /> , �``_m^y^�;��,, iI .�� %f � `'V�y�����.:_,_�.�` � �, ;! STUB CONDUIT OUT � ,� � _._._...�:�..---__..__.____.__ __ __.;___.. ._.._.___� (� .
<br /> � - * ��-����-�'�'`� & CAP (�`" " ° " � � TO NEXT HANDRAIL POST, TYP 2
<br /> +�-_ �- I _ ____ __ _ , ,��;� ���
<br /> _ � � i i -. Jf✓! �
<br /> �
<br /> I ; � l ; . f''� I f % I � �. .
<br /> _; _� ____ _._.___ __._._ _+___� ----- I � ; , �
<br /> ___ _____ .___ ,._.._ _..___ , f
<br /> � ! _ __ __. ___ __ __ __ ; - ,,
<br /> ' 1
<br /> :
<br /> � � ( I�.�r_ _.____-___ (_ I ,% '; '° "� ( , , `
<br /> �_.____.___.__._____�____�._______.____-- --___._.____._._____._ __ _____.__�_ _ _._�_., �_-_ __.._____ _ :___._.: PVC 'SCHED 40 � � �
<br /> � �' ,� i ._. . _ _ _ �
<br /> ! ; I � CONDUIT {TYP} ,,f ,, ,, i ,--- .. �. __. .--; ; �
<br /> , �
<br /> ������-\�p��°;;�� //�'�` � ���.� �a �i'��i { ' � ; �— BULKHEAD CAP — SEE STRUCTURAL
<br /> ��1� ��.r��������������� � , F��w������ �w������� .5� , . - ,` ` i f' . .
<br /> _._..____._��� _. v —-=��-�?'�� ———— ,; .;i,;,� � ? - I " ' � DRAWI NGS
<br /> �-y _ /`Yf,, `� I � i
<br /> ', I
<br /> � ., / .� ;
<br /> .. � � `
<br /> ., ;, ,,� 3 �, ;,� I ,
<br /> _Y__---__.___.�..�_..______�__.__,__.___._._____ ---._._._��__
<br /> �
<br /> ____.__.__._^_,_.._____�___.-----_______---.__..�_� � � �.. ----__ _ __._ _. _..... ____ ----...__ +
<br /> __�.___:� .___--_�___:._.____.____ ___��'._�_ _. � ,
<br /> _..____._____,_---_._
<br /> ,"�� ,� � ( ?
<br /> _,,� :
<br /> / :
<br /> .
<br /> F. � � f `ti ,_i .��_--__ _____,_ ...._,�___ �_ __-- '-`-f , :
<br /> STUB UP & CAP FLUSH ��, � , �� �, �,
<br /> '',', �f �;. �, r.�-�, ��.i i `� . . ..
<br /> WITH TOP OF CONCRETE — ``,�'; �� �r,�`��.�1 ;� - .
<br /> 7`(PICAL OF 3 ` 4; i�
<br /> ii i;
<br /> i, `;
<br /> I` � .
<br /> j
<br /> � �, -,� �.
<br /> _ ��____ __, �.____ . _--- �..---- , , w.
<br /> ,
<br /> PILECAI� �ONDUIT DETAIL 1 0 � 2 TYPICAL PILECAP SEGTIC.7N A '�, o _ :� z ; �
<br /> j 3/4» = 1 '-0» EU2.1 N scale feet 1 " = 1,_�» EU2.1 I scale f et '
<br /> e
<br /> ,
<br /> . . � . . . . .. . � i., . . . � . 4
<br /> ; l, � � EI ,
<br /> � . � �
<br /> �� j , �
<br /> � ; ;
<br /> ' ����� �r� .
<br /> �
<br /> FUTURE CONCRETE ,� ;
<br /> I� ��j HANDRAIL POST ;�� � ; ;
<br /> ��� ;�� �� � ; �
<br /> , , , ,
<br /> ,,� 3) ;
<br /> � � �,
<br /> _-___-------______- - �� �'-_ ._-----------.___._---..:_----------�__.---- t. I ,
<br /> , ___.____._v___---_.._�_._________.�,F.:._y.___.�,_._---___._�__.._._,_.___. � .._..� __------�._.__.
<br /> i +.� �i� i
<br /> ��� ��
<br /> i,� ��� ��
<br /> �� � �I 1 � i=.`:-:,��n�_ _� �'� ? ,' �.__�, � � � �
<br /> � t � � ���� i, . �� ��".;, �—���f" ,� �-_"' � �
<br /> ��� (i 1 f ia � �, �j 1., ,� li r
<br /> `,,, ��� ; �,, ,, i .
<br /> �� '�: d�. _ ,_____.___ �_,__ .__.�._____ � ��`. ' , ' � �%' �
<br /> ''� i, `:l, - -- -- - �\
<br /> �, I' / ,� ��� ��� ��� jF� i
<br /> �� �j � � � ,f ¢ �: yl � � �
<br /> � /r i
<br /> 1._� i �� w-�, f/' `�* �j i ''i �'
<br /> €
<br /> �`\ �)� �'' J� I�;, / ! ��..� �I� (�� /f�
<br /> ` �i' i/� � � �° � � ��� ��� ��
<br /> ,
<br /> ..���$ , ,
<br /> \u�:e___�_.,�"%_1����, � ___._tf��.__._.__:�'` � ,. __s �} .1�� ,� r�` _
<br /> s � .� . _`..
<br /> ' � � � r___� ----__ ___..._. � '
<br /> -.. __.__ �__ .___ ` �__._ �__._ ' �
<br /> .�._._ �,�_, ____ __.--. ---__ ____._ i
<br /> ' -.� .�...-- -__� ._.._._. _. . _ .
<br /> -----_._---- -.----I i __T__.,__._.___..._____� � _____ _r____._____.� ---._� ___:.; .__1_.T__ ____.____:___ '
<br /> �--j----_____�Y____
<br /> ��
<br /> � � t
<br /> ;, _�,.`. -r ; -,
<br /> � ,��.���r_���.L���.+=i��.���������.���.� ��^��.�,�.������� �.��-'�-���,�� � � . . . � � . � � . � � � � �. , .
<br /> �(� i I 1
<br /> (��-__11 �_'i� 1; — � '
<br /> ��
<br /> ;. `
<br /> 1 >TUB UP & CAP FLUSH .
<br /> WITH TOP OF CONCRET� —
<br /> � TYPICAL OF 2 �
<br /> J . . . . . . . . . . . . , . . .
<br /> I . . . . . . . ,,. ' .
<br /> � . .. . . . . . . . � . .
<br /> �� . . . � . ... � . ', . � . . � ..
<br /> P'L.ECA� �oNDu1T �E��1'�.. 2 0 1 2 '
<br /> ,
<br /> � ,
<br /> M 3�4„ _ � ,��►, {V '
<br /> � .
<br /> N EUZ.1 e
<br /> scale feet
<br /> » »
<br /> � NOTE: F- L y-{
<br /> �
<br /> 0
<br /> N
<br /> = IF "L" DOES NOT MEASURE 1 "
<br /> W�
<br /> ;,<: ,
<br /> ADJUST SCALES ACCORDINGLY ,,
<br /> , a'
<br /> .. j . . � � � . . . . . � .-......
<br /> � � DWG. NO. � ` ��
<br /> � � � � � � � � � � � � � � PROJECT ENGWEER: � SCALE: P O RT �� E V �
<br /> ERETT ��� � �
<br /> o ; _
<br /> � �5 K. �� �" D. SIATERLIS AS NOTED
<br /> � � O� v � � I � I. ` I ����� � ?, �, DESIGNED BY: DATE: _
<br /> EU2 . 4 -
<br /> � _ ASS4CIATES, INC. q �,e ,�
<br /> CENTRAL MARINA IMPROVEMENI"S PHASE 2 I DOCK �
<br /> _ • � D. SIATERLIS APRfL 28, 2015 ' CIP NO. Z-0-023-03
<br /> BULKF�EAD SEGMENT C, AND PACIFiC R1N� PLAZA PLATFORM
<br /> � DRAWN BY: CHECKED BY: Z-O-OZ�I-OZ Z-O�O4rJ-��
<br /> �, � 728 134th Street SW-Suite 200 ENGlNEERS-CONSULTANTS � �'
<br /> , a Everett, Washington 98204 (Zflg)243-5022 www.elcon.com 23 91 � C. SMITH H. SMYTH PROJECT
<br /> ° p.°. �°X 53$ ��t� � E L E C T R I C A L D E T A I L S A N D N�� M R-c�-Zo�5-01
<br /> Ph:425-741-3800 16300 CHRISTENSEN ROAD,STE 330 Q S � APPROVED BY:
<br /> �, Q EVERETi', WA 98206 SEATTLE,WA 98188 a 4i28/15 SMK ISSUED FOR BID & CONSTRUCTION j4NAL �
<br /> s
<br /> ::
<br /> Z Ph:425-259-3164
<br /> �1��'' S � CTIONS — CONSTRUCT
<br /> I O N SHEET N0. 6'I OF 63 . �.- .
<br /> � g NO. DATE BY REViSIQN �
<br /> i_ __ _
<br />
|