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i <br /> LOCKING MANHOLE RING AND ' <br /> SAW CUT EXISTING. COVER PER WSDOT STD PLAN <br /> ASPHALT PAVEMENT TACK COAT (TYP.) ASPHALT FULL DEPTH B-30.70-03. HS-20 LOAD RATED <br /> SEE DETAIL 2, BOTH SIDES � RIM=537.20t <br /> THIS SHEET <br /> ASPHALTIC CONCRETE EX. PAVEMENT <br /> � � �,``� j . � . . . . ... �.. :. ... .:�.:.�. ...-.. .... ., . .....:.: :::..:..::: <.;: <br /> ����\,��j �\��\/�\/ / //��� . . . . .,�RUSHED �SURFACING TOP�� : ... . . < . �j\��//�/, <br /> \\� � ����� . . � : � �� . .. � .. COURSE . ... . .. . . . /\��/� <br /> , ��// � TRENCH BACKFILL EXISTWG PAVEMENT %�i�ii, ji/,i/� <br /> . \�� % \�'\!� ���%\\�/ � <br /> /�\ \ 1'-0" MAX. 1 '-0" MAX. 6" V RF OW PIP LIFTWG � � <br /> IE=534.65± CABLE � <br /> „ „ TRENCH DISCHARGE TO MHW7 N <br /> 9 P I P E 9 BACKFILL (SEE CONSTRUCTION NOTE 6 ON � <br /> O.D. SHEET C100 FOR BACKWATER <br /> VALVE) 20"± <br /> � z : ::: : . BEDDING <br /> � � . <br /> IE=534.65± <br /> � � � �/� BLDG LFLOORODRAIN 3" TYPE "K" <br /> % / INTERMEDIATE COPPER FORCE <br /> �' � .� GUIDE RAIL MAIN TO BLDG. SEE <br /> / 2 -� ALUMINUM TRASH BRACKET 1M11�-10a FOR <br /> , <br /> z ���\��\��\��\�/�\���\\ BASKET WITH RAILS CONTINUATION <br /> — /i, /i. �i. <br /> � (HP SERIES B1 B SHUT-OFF VALVE <br /> 0 2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER. TRASH BASKET OR 2" IPS (SEE MECHANICAL <br /> � APPROVED EQUAL) GUIDE � <br /> � 4" MINIMUM CRUSHED SURFACING TOP COURSE OR THICKNESS OF EXISTING GRANULAR RAILS <br /> BASE COURSE MATERIALS, WHICHEVER IS GREATER. 4J <br /> a CHECK VALVE <br /> o (SEE MECHANCIAL) <br /> � <br /> � TYPICA� TRENCH SECTION - PLASTIC PIPE � TYPICAL ASPHALT PATCH DETAIL � <br /> � AL : N C100 C502-1 AL : N 2 � � <br /> C 100 C502—1 ;,,� PRECAST 48" DIAMETER <br /> "' CONCRETE MANHOLE PER <br /> WSDOT STD PLAN - <br /> GRINDER PUMP B-10.20-01 <br /> (SEE MECHANICAL <br /> FOR <br /> SPECIFICATIONS) , <br /> � <br /> � <br /> � <br /> � <br /> . � <br /> � <br /> r l <br /> - � <br /> I I <br /> TYPICAL PUMP DISCHARGE STATION 3 � <br /> SCALE : NTS C 100 C502-1 <br /> � ' 1 1 I ' i <br /> ISSUED FOR PERMIT 728 134th Street SW � Suite 200 <br /> Everett. Washin;gton 98204 � <br /> �7. � $. � 7 Ph: 425 741-3800 <br /> www.reidmiddle�on.com <br /> 0 <br /> Copyright 2017 Reid Middlefon, Inc. <br /> SYM REVISION BY APPROVED OATE SYM REVISIpN BY APPROVED DATE ¢� [�, ��L ACCEPTABILITY MRDAVIS ����$ �� SUBTITLE CURRENT REVISION SYMBOL DATE <br /> C IRC - WBS 2.2.3.4,4 ROUTER VAC PUMP HZO RECYCLE W2572915 RMI/MAD 07.18.17 �,13` oF WAsr�f rs THIS DESIGN AND/OR CHECKED DETAILS W2572915 C 07.18.17 <br /> ��' �.. `�`G SPECIFICATION IS APPROVED M� DAVIS 07.18.17 SHEET <br /> � BOE,��� �� � "c'" TITLE IRC — WBS 2.2.3.4.4 ROUTER VAC PUMP H20 RECYCLE : <br /> APPROVED BY DEPT. DATE M. DAVIS 07.18.17 <br /> ` CHECKED ��O� � <br /> � APPROVED B U I L D I N G 40-056 ��B N�. �oMP No. <br /> ��a,��',�F 5 S54�E�G�'i~i' W2572915 . <br /> `�Sdp�,�� �'r APPROVED DwG NO. <br /> �`�" STRUCTURAL MASTER EVERETT, WA 40-056—0502-1 <br /> � <br />