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- .M _ __ _ __ _ ____ <br /> _ _ <br /> i. <br /> �� <br /> UTILITY ENCASEMENT. TYPE VARIES, , <br /> o SEE NOTE 1 & DETAIL 3 4 � PIPE DIA + 12" MIN <br /> z <br /> o � U-007 U-007 RAIL { <br /> � �� �� <br /> 6" 6„ <br /> 10'-0" 10'-0" MIN MIN <br /> - UTILITY PROTECTION ZONE. PORTLAND CEMENT <br /> ENCASE ALL UTILfTIES WITHIN — CONCRETE <br /> UTILITY PROTECTtON ZONE. � <br /> __� Q w ENCASEMENT TYPE VARIES, � �o � .ca � � <br /> � SEE NOTE 1 8c DETAIL z � `�. � <br /> > 3 4 � #5 RE—BAR PLACED ' <br /> U'—Q0/7 U`�-00�7 / / =v \R AS SHOWN (4 TOTAL) <br /> '� , / /;�, ,� <br /> V �../ �, ✓ � ✓ J / �'J / i/�`f/ ! rf r /f '� { i li /j } ! . �_ O . � <br /> _ �;'� �'T �.� r ` '' / ./ .� ,.'f '` ,% i' .� ''��! � / �.✓ /f . -�— !.1 \�l I <br /> � � ; .�_ ;- �--;---��-_-�- #4 � fi 0/C <br /> � ,�=�- _ � r— �_.� �-- .�—�-- .�- , �.��°'� Q c• � <br /> �_-- - � ____. __ __4.� .�_ r ,_ _� . .--._ Q <br /> f..._._ _...._7 r ,r .�-_. _:'r .<r , <br /> � � ._._ . _... __ ..___ .._.... ...... ... _ ._ <br /> �,� <br /> � ..__ . _._. _._.. � .. <br /> t <br /> �..._,. ..._ , „..�_ . ` ..�- `y ,. ....�,� ..� �,..� � <br /> !�` �� � "� -�,�Iv � '°`'--��� s'' �v___1� l>__..,}� s °�r.. <br /> T • -� Q <br /> _ . - � <br /> � � � �� <br /> , � <br /> n <br /> � I _ <br /> � ` � � <br /> 1 Y <br /> -. �,- -�� � J �-�� L-� �� .;_ '� � `'�_ ' �--C( ��. �=;� W <br /> � � �" � � � I <br /> �" � � �� � .��� '� � � .j' .�� ' ��°�,;� ��' �;. � q ' <br /> . ,.'?''"�`�-.( � � ��C��,r" ..;-� S � �,.jG C�'�L. > ^_, �, y�,,,..., � ,.,� - �c';, <br /> O � 4, � ,�x �' � t ���� � ..� ���,� V�� �� ����- �.��_. � � � � � <br /> � � �-- � �-�� ��'��-,� �-� �� --� ,���- �w �.�fm���� �� �_ � w z CON CR ETE TO BE ; <br /> z ; <br /> o � co � ,� � PLACED AGAINST � I <br /> `- UNDISTURBED EARTH ' ' � <br /> UTILITY PROTECTiON ZONE OR SOLID FORMWORK , , <br /> 5'-0" BELOW BASE OF RAIL TYP 3" <br /> SEE NOTE 1 . <br /> a <br /> U TI LI TY � 3„ TYP �,� <br /> (FIRE WATER, POTABLE WATER, SANITARY SEWER, GAS, <br /> , <br /> POWER, TELEPHONE, FIBER OPTICS, STORM SEWER) I <br /> CONCRETE UTILITY ENCASEMENT DETAIL <br /> � UTILITY ENCASEMENT PLAN ' 2 UTILITY PROTECTION ZONE 3 FOR PIPE DI�►METERS 1 " — 6" ' <br /> U�O� SCALE: N TS U�—.0� SCALE: N TS U�—,OJ SCALE: N TS <br /> � I � � ' �' <br /> - , �,_�„ ASPHALT .� � <br /> TYP PAVEMENT e_003 (E) PAVEMENT � <br /> - PIPE DIA + 12" MIN ~J <br /> 'I <br /> 6» �fr � ^ I f,1 i � � lr, ./ %ry � ' II <br /> .�}r /,r�/ / <i u. /�/ /' � �� .� � . <br /> ' � f /'��/� ' .. ' ' . J l /'� / .� � . . - � ' I ' <br /> MIN MfN / ` � ' ' <br /> � ` �� ���� q�� `�r�"� <br /> �,����� 3. �;: �i c� i'� <br /> �.�n ,,-� � ,��a , <br /> ��� , <br /> �r�3�ir.:�'��f���^.�: '-� ' �~ ,^�(x�,�! <br /> PORTLAND CEMENT ��.,����;��� � _ �-�,-���, EXTEND (E) CONDUIT <br /> CONCRETE s �� AND WIRE TO RELOCATED <br /> : z '` � VAULT LOCATION ' <br /> z � g � � � '�I <br /> � °. � �R #4 Q 12" 0/C a � <br /> Q z '' v <br /> Q � . �. <br /> � N #5 RE-BAR PLACED o __� ___ <br /> W + ,� `� �D�P :; AS �HOWN (8 TOTAL) � <br /> � Q Q�Q ' ' <br /> �� o ., .., � <br /> � w 1 �, <br /> � � 'v <�-, ro:. (E) 4' x 6' TELEPH4NE VAULT NOTES: <br /> N � `' CONCRETE TO BE J ` <br /> " z - 1. CON�RETE UTILlTY ENCASEMENTS SHALL ONLY BE PROVfDED ON <br /> N � � �, PLACED AGAiNST � � NON—PRESSURfZED UTILITIES IN UTILITY PROTECTION ZONE. <br /> � UNDISTURBED EARTH , ' � PRESSURIZED UTILITIES IN UTILITY PROTECTION Z�NE SHALL BE <br /> � OR SOLID FORMWORK ,. ;, ,� � ENCASED WITH STEEL CASfNG PER COE STD DWG 614. ' <br /> vTYP 3„ � � � J <br /> o ��f���`�� �^�,'�,�s..'�"'sr r`� �`����''„����t��C�-��k�' <br /> � rf�- r �-s r ,- ,�, <br /> _ � ,���,, > � �� � �� �"` �� -� ���,,c�,� x ,�,�-� �,.�% � <br /> ��-�� � `€ �,r � , <br /> � ',„`��`t-�K�'�� �,FC ��r��-'�'` ���`"��'��'f�-� „ » <br /> rt' I � s/a '�' �",' � ' �"it�� t <br /> 3" TYP �����;'��`'�`��'�- ����,��`�� ��' ���r �✓ �`: 12 CSBC <br /> � � � �� �� � �sy�r � �� ,-����� �� <br /> � r� ..�; ���'.����1.�"�'��,�,���.1,1� ��e�{)f r�a,$J#��y.�fz` 1 <br /> �" �i �" _���.;�,�.;�� <br /> Q <br /> � LA�� AP��O�lED � � � � ��, , <br /> � � � CONCRETE UTILITY ENCASEMENT DETAIL � � ��- ' � <br /> � <br /> � UB C ERVICES • <br /> � 4 FOR PIPE DIAMETERS 6" — 24" 5 DETAIL — TELEPHON� VAULT SECTION Pv�L'C�°R�S <br /> U-007 SCALE: NTS t�'�`'1� s °EP'a�T�nE�� <br /> � �� U'—OO7 SCALE: NTS A PUBUC WORKS PERMCf IS REQUlREDPRIOR ! � <br /> �. �1 TO S7ARTING ANY CONSTRUCT(ON OIV THIS �I <br /> C{TY ENGINEER PROJECT. APPROVAL FOR THIS PROIECT !S ' <br /> QCONDlTIORAL P R CURREIUT S7ANDARD5 { DRAWING SCALES SHOWN I', � I' <br /> W FOR CQNSTRUC tON NAs BeeniS�ssuEo BASED ON 22"x34" DRAWING ', <br /> a �� -� <br /> Q <br /> PROJECTENGINEER: SCALE: PORT C�� �VERETT DWG. NO. <br /> � <br /> � '� I� C.FISCHER U-OO7 <br /> Q moffatt �C nichol ��O�w��,��t,f� DESIGNEDBY: DATE: <br /> o C�� � ��w .���r��1� � TERMINAL RAIL UPGRADES <br /> � �..��� ������ ��, o A.f'ATTERSON 2015/07/24 PHASE 1 �iP No. 1 -0-027-01 <br /> 600 UNIVERSITY STREET �� ��-���� � <br /> � ����� SUITE�6�O ~a � °�`,.��":� � DRAWN BY. CHECKED BY: I <br /> ;� SEATTLE, WA 98101 � 07�31�15 M&N ISSUED PER ADDENDUM #4 � �p� 3szio �� �,w A.MANUZON S.GRAY PROJECT ! <br /> � P.o. Bt�x 5ss 206-622-0222 �s �r,�TE� �,�� UT�LITY DETAI LS (2 OF' 2) � No. M T-RR—2015-05 � <br /> EVERE:TT, WA 98206 � O6/18/15 M&N ISSUED FOR BID AND CONSTRUCTION SI�NAL E� APPROVE Y� <br /> � Ph: 42,;-259-3164 PROJECT N0. 8415-01 <br /> y � NO. DATE BY REVISION ����/�� <br /> � SHEET NO. 33 OF 33 <br />