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MATCH FINISHED 56" <br /> SURFACE ELEVATION 44" <br /> MANHOLE FRAME <br /> AND LiD <br /> CAST—IN—PLACE <br /> CONCRETE SLAB �! 42" _� � _ <br /> (SEE DETAIL) r 39.2 Q z <br /> o. 27" a � � � � 6,_6„ <br /> 6" CSBC ° Q a � � N <br /> N `- <br /> MIN. 3/4"t FIBER , LIFTING EYE WELDED ° � � ° a � � <br /> JOINT MATERIAL o TO BLIND FLANGE � <br /> DUCTIL� IRON � 42"S� DR32.5 . � � . �� a � � � <br /> BLIND FLANGE HDPE COLLAR ° � � � <br /> DUCTILE IRON BACK—UP (20) 1 1/4" BOLTS � � �� ° � <br /> RING, I.P.S., CLASS 150 . <br /> 6" CSBC w w . <br /> � J <br /> .� � a <br /> > � a Q. <br /> _ �- . <br /> � <br /> z � a � <br /> 3 20x20 HDPE TEE �� —� �--' a . <br /> � 20 � HDPE ACCESS <br /> � RISER w/ FLANGE ADAPTER # <br /> 5 REBAR, °� <br /> � TYP. a . � � <br /> c� . a <br /> � 42"� HDPE a . . . � . . . . . <br /> � COLLAR . . � . ��a <br /> � . <br /> z a � � . Q <br /> � — — — — — — a . <br /> a . a <br /> � � : � . <br /> o a _ . <br /> o � a a <br /> � <br /> 0 <br /> U <br /> � 3" CLR. <br /> i <br /> � <br /> TYP. <br /> 0 <br /> m <br /> � <br /> Q <br /> _ <br /> � <br /> z <br /> a <br /> � <br /> � <br /> � � CLEAN OUT ASSEMBLY CAST IN PLACE CONCRETE SLAB DETAIL <br /> i C4.1 <br /> z <br /> c� <br /> � <br /> w <br /> 0 <br /> 0 <br /> z <br /> a <br /> c� <br /> z <br /> z <br /> z <br /> a <br /> J <br /> a <br /> U <br /> � <br /> I <br /> � <br /> 0 <br /> �ci <br /> 0 <br /> 0 <br /> / <br /> � <br /> w <br /> � <br /> W IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G <br /> � <br /> � PROJECT ENGINEER: SCALE: <br /> 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTEo PORT OF EVERETT DWG. NO. <br /> Q a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE C�• � � <br /> z I �� CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEs�cNE� BY: DATE: <br /> o co O � T"` 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JUN. ZO�) C W A T E R F R 0 N T P LA C E C E N T R A L CIP N0. 2-0-045-01, 6-8-001-06, <br /> � � � � � Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � 6-8-001-07, 6-$-0��-�8 <br /> � � VERETT P:206.624.1387 / INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED �Y: F I S H E R M A N S H A R B 0 R <br /> � � ENGINEERS, INC. www.pndengineers.com � 9��5/�H �BK RECORD DRAWING AND ARE NOT INTENQED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT PD—WP-2016-01 <br /> � � P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED P S O D E TA I LS N4. <br /> �j EVERETT, wA ss2os QO 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT aPPRovE� BY: <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REVISfON SHEET N0. 9� OF 195 <br />