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/ "o"a <br />wm® wv QEXISTING CATCH BASIN I 0000°o <br />RIM:17.72' oo�000� <br />INV IN: 12.65' (N)FES <br />I °a D °ooDc <br />PSO PSO PSO PSO PSO PSO PSO PSS PSO PSO � PSS PSS P« Pee g�5� PSS P�§�6 PSS INV IN: 12.65' (W)- <br />— Pss Pss PSS Pss r� (SW) Dom oD �000 <br />INV IN: 12.55' o 0 <br />o INV OUT: 12.55' (S) <br />w <br />w <br />w w <br />w <br />w <br />w <br />ALIGN TRENCH DRAIN WITH <br />�® EDGE OF SURCHARGE FOOTPRINT <br />f 0 DURASLOT TEE <br />WITH DUCTILE IRON <br />4"0 DURASLOT FRAME AND GRATE <br />SPACED EVERY 100' <br />MAX., TYP. <br />- -/ -------- --' -------------------- <br />- <br />3 <br />ti <br />0 <br />ri <br />0 4x4 W2.9x2.9WWF, TYP. <br />n CONCRETE <br />PAVEMENT 3000 PSI 1% <br />n <br />z <br />z <br />� U <br />Ln <br />° a <br />$ d a <br />d 4 <br />HIGH SLUMP <br />CONCRETE ° a <br />1000 PSI, MIN - -_ <br />6 <br />EXISTING TIEBACKS CONTINUE SO <br />TO THE EAST AND WEST, TIEBACK ELEVATION CONNECT TO EXISTING <br />w APPROX. 11'1. CONTRACTOR LSSAR <br />w wv w w w w CATCH BASIN_ <br />TO POTHOLE AND LOCATE THE E <br />TIEBACKS AND DEADMAN. ADJU12"0 CPEP <br />w w- TRENCH DRAIN AS NECEw w w w w w w 0.3% MINw <br />N o <br />° SD 12"0 CPEP ooa o 0 <br />QD 0.3% MINSD SD 0SD ED 0SD SD SD --------------- �RASLOTP P P P P P <br />0 0 — <br />SURCHARGE FOOTPRINT 01 CONCRETE INLET <br />PER COE STD 401 <br />SEE D4 SERIES SHEETS <br />I I I I I B 3 RIM:15.373' <br />8"0 DURASLOT 81,0 DURASLOT 12"0 DURASLOT INV IN: 12.84' <br />Pa p Pb p P P PP 12"O DURASLOT= N PP P OUT.2.83' ill P/ o <br />a FZpG ° P P P P P P P �P P 1 `CATCH BASIN TYPE 1'� <br />P P P P P P P P P rJB P P PER COE STD 402 <br />RIM: 17.11' <br />3 INV IN: 12.74' <br />INV OUT: 12.74' <br />- / --- -- - ---- <br />—__ --- — —�LATI ' — -----' _.------------ - - - - - - - <br />SCALE IN FEET <br />20 0 20 40 <br />STEEL MESH EXISTING ASPHALT <br />RISER HEIGHT VARIES <br />3/8" FULL DEPTH <br />1% CONSTRUCTION JOINT, <br />JOINT FILLER <br />a d <br />a <br />a <br />VARIES 0'-4" TO 1'-0" 1'-0" — d <br />a. <br />d <br />Q d 4 <br />d <br />Q <br />Q Q <br />4 <br />4 <br />d d <br />N <br />t a <br />3'-0" <br />B TRENCH DRAIN TYPE 1 SECTION <br />-- SCALE: 3"-1'-O" <br />ADS DURASLOT <br />0.3% MIN. <br />SLOPE <br />00o 0d Do' <br />p oop0 o< <br />D o°D e <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. RECORD DRAWINGS <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />Dwc. uo. <br />PND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY <br />J. KEISER <br />NOTED <br />D5.02 <br />z <br />Port OJ <br />Of <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />DESIGNED BY: <br />DATE: <br />MILLWRIGHT LOOP ROADS <br />CIP N0. <br />6-8-008-01 <br />/j <br />y <br />3240 E"slake Ammer,"eE <br />® ® © <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />C. WIEST <br />JULY 2022 <br />0 <br />EVERETT <br />Seante,w"st,;ng=98102 <br />p: 206.624.1387 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />L� c q <br />PHASE A S E 1 <br />DRAWN BY <br />CHECKED BY <br />PROJECT <br />I <br />ENGINEERS, INC.—.pnd-gnee[s _ <br />Al <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />G. DEAN <br />C. CASTONA <br />N P.O. BOX 538 <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />UTILITY PLAN <br />NO. PD-WP-2022-07 <br />APPROVED BY: <br />EVERETT, WA 98206 <br />DO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />N0. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 46 OF 48 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />