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STORM SEWER <br /> ° 4 . �. <br /> OUTFALL PIPE STORM SEWER 4 � <br /> a a a a aa . . <br /> OUTFALL PIPE ° <br /> a a <br /> a ° a � a <br /> 3/4„ DIA. SMOOTH BARS ° 4 a a � ° a <br /> MAT TO BE CENTERED WITH ENDS WELDED TO 1 "� HDPE 4 a � � <br /> 3:1 MAX SIDE SLOPES UNDER OUTFALL PIPE PIPE RING FRAME � � � <br /> d d d 4 Q <br /> a d d <br /> TO MATCH MARiNE ° � ' ° <br /> AREA BACKFILL GRADE °� ° a � <br /> d . Q O <br /> FREEZELESS POST ° � � ° ° �� <br /> YARD HYDRANT ° a da a <br /> 10' MW o a a a a a <br /> 0 ov�v�J a _ <br /> a . a a a <br /> a a <br /> a <br /> m ° ° a a a <br /> �' , RIPRAP MAT a a ° a a a d <br /> � � �,, � �� � <br /> � ' 2 THICK a ° a <br /> . �/ .�4 4 a. Q . _ � . <br /> 0 � �/!A O � d. � d Q . . : O . . ' . <br /> /7/ Q Q . .d � �d <br /> . V q . . . . .O .. _ . Q. . . � . <br /> � iK <br /> C� 4i o <br /> 0 0 � 6 O.C. <br /> MARINE AREA o o PIPE RING FRAME BOLTED TO MAX BAR ° �a° a ° a . a � a <br /> B A C K F I L L G R A D E O U T F A L L P I P E A T M I N (4) S P A C I N G ` a � ° <br /> � � � ' PLACES SPACED UNIFORMLY � ' ° a� <br /> 0 0 0 0 0 <br /> ,.u6. <br /> o NOTES: <br /> 0 0 <br /> � PLAN <br /> � 1. PIPE RING FRAME TO BE SIZED FOR MOUNTING TO OUTSIDE OF <br /> OUTFALL PIPE AND BOLTED TO OUTFALL PIPE WITH STAINLESS STEEL <br /> NUTS AND BOLTS. <br /> FREEZELESS POST <br /> 2. TRASH RACK TO BE STAINLESS STEEL. � YARD HYDRANT <br /> � a a <br /> 4 <br /> EROSION & SCOUR PROTECTION MAT 2 OUTFALL TRASH RACK '�����'�� '��������' `� ° ° � � ° ° � � <br /> 1 \''%� �� a ° ° ° <br /> C4.8 NOT TO SCALE a <br /> C4.8 NOT TO SCALE �� j/ � a a a° . .° a :° o a <br /> � � <br /> \ �� °° Q ° <br /> o ' �� s� � ° . <br /> � I � ,// a ° <br /> Q ' 4 <br /> M ' �p�— —.� . . Q . <br /> I d ' I d <br /> a d <br /> . . �d a � .. . I � . <br /> . p ( . d �� ( 'Q. <br /> d <br /> d <br /> p <br /> 1'-4" <br /> A 1Y2" � � 3 „ P�R TAB EUST BLOCKING HDPE TO BRASS j � NOTES: <br /> %8" THK HDG �' � '�;� /s THK BACKING PL / / /\/\� \/ TRANSITfON I I 1. YARD HYDRANT TO BE WOODFORD <br /> r �P BACKING PL � <br /> � LINK SEAL . ��' \��\�'�\��\� �� ��'\�/ / >a o � \�' �� �� \���\�'�\� ��' � 1"� HDPE PIPE TEE MODEL Y30 OR APPROVED SUBSITUTE. <br /> � � � -- --�- - -�- - 8"� HDPE PIPE <br /> ° ,. 2. COORDINATE YARD HYDRANT LOCATION <br /> a a ° ° WITH NEARBY ELECTRICAL CONDUITS. <br /> �s - - - - - - - - - - - <br /> _ _ _ SECTION <br /> � � � � <br /> � � � � <br /> � � � � <br /> � � � � � <br /> , — — --- — — -- -------�-----------�-,------ --- <br /> � i ii ii <br /> ; ; ; ; 3 UPL�4ND HOSE BIB <br /> � - - - - - - - - - - - <br /> ��\//�/� ���//�-- C4.8 SCALE: 3/4"=1 '-0" <br /> I � � PIPE SLEEVE <br /> � � <br /> 3 „ �� �� � BOLT, TYP OF 4 <br /> /4 HDG THRU %8 THK HDG � � �� � � <br /> '� SCALE IN FEE1' <br /> BOLT, TYP BACKING PL � � � � ' �\ �� <br /> » E X I S T T I M B E R `� � � o � 2 3 <br /> PIPE SLEEVE FOR 8 � /� BULKHEAD �i �\ SCALE: 3/4" _ �'—o" <br /> HDPE PIPE W/ LINK SEAL <br /> PLAN SECTION A—A <br /> 4 TIMBER BULKHEAD PENETRATION 5 WATER MAIN THRUST BLOCKING <br /> C4.8 NOT TO SCALE C4.8 NOT TO SCALE <br /> THRUST BLOCK MINIMUM BEARING AREA IN SQUARE FEET <br /> SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL <br /> 90' TEE 45' BEND 11Y4" & 2�" 90' TEE 45' BEND 11Y4" & 22Y2" 90' TEE 45' BEND 11Y4" & <br /> N FITTING gEND CAP OR PLUG BEND BEND CAP OR PLUG BEND BEND CAP OR PLUG 2�"BEND <br /> � <br /> W g" 23.3 16.7 6.7 11.7 8.4 3.4 8.8 6.3 2.5 <br /> N � BEARING AREAS CALCULATED ON 300 PSI TEST PRESSURE & 3'-0" MIN COVER OVER WATER MAIN. BEARING AREA IS THE VERTICAL <br /> N SURFACE CONTACT AREA BETWEEN BACK OF THRUST BLOCK AND UNDISTURBED SOIL. <br /> � <br /> 3 <br /> � DIAGRAM SHOWS TYPICAL THRUST BLOCK AT PIPE FITTINGS. <br /> N <br /> V <br /> Z <br /> C� <br /> � <br /> w <br /> 0 <br /> 0 <br /> ¢ <br /> w <br /> x <br /> Y <br /> 7 N OTE: I—F—L�---I <br /> � <br /> � <br /> a IF "L" DOES NOT MEASURE 1 " <br /> � ADJUST SCALES ACCORDINGLY <br /> ¢ <br /> � <br /> W PROJECT ENGINEER: SCALE: P Q RT O F EV E R ETT DWG. NO. <br /> o S. KINSELLA AS NOTED <br /> a O� M. kI � �■ � <br /> � � . . , ��.� °�wAs� °ES'�"E°BY: °ATE: CENTRAL MARINA IMPROVEMENTS PHASE 2 - I DOCK, <br /> � O� O B. McRAE APRIL 28 2015 � 2-0-023-03 <br /> � � � � ° ' BULKHEAD SEGMENT C, AND PACIFIC RIM PLAZA PLATFORM c P 2-0-02�-02 2-0-045-0� <br /> �� ( DRAWN BY: CHECKED BY: <br /> Z 72� 134th Street SW Suite 200 w� D. OLSEN S. KINSELLA PROJECT <br /> W Everett, Washington 98204 =-� <br /> ¢ Ph.425 741-3800 U P LA N D U T I LI TY D ETA I LS <br /> o P.O. BOX 538 � 30262 � w MR-CM-2015-01 <br /> � +s'��EGISTER� �1� APPROV BY: NO. <br /> Q EVERETT,WA 98206 � 4/28/15 SMK ISSUED FOR BID 8� CONSTRUCTION IONAL E� <br /> � <br /> g Ph:425-259-3164 NO. �ATE BY REVISION <br /> SHEET NO. 2$ OF 63 <br />