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am� <br />m c: <br />5. <br />N O <br />O. < <br />m <br />o � <br />m <br />3 <br />0 <br />w <br />N <br />N <br />wm EXISTING CATCH BASIN I o <br />® RIM:17.70' pp� <br />INV IN: 12.65' (N) <br />INV IN: 12.65' W <br />Pso Pso Pso Pso Pso Pso 00 Pso Pso Pso Pso Pso Pso Pso Pso Pso so Pso Pso Pso Pso Pso O Ps oQ�o <br />— PSS PSS PSS PSS PSS PSS PSS PSS PSS PSS PSS PSS PSS PSS INV IN: 12.55' (SW)SS D� 0 9 <br />o INV OUT: 12.55' (S) <br />EXISTING TIEBACKS CONTINUE SD I <br />TO THE EAST AND WEST, TIEBACK ELEVATION <br />w w w w w APPROX. 11'1. CONTRACTOR w w INV w w w w CONNECT A EXISTING <br />TO POTHOLE AND LOCATE THE EJSAR <br />CATCH BASIN <br />TIEBACKS AND DEADMAN. ADJU12"0 CPEP <br />w w w w w w- TRENCH DRAIN AS NECEw w w w w w w w 0.3% MINw s,___ <br />12"0 CPEP <br />\ O SD SD 0.3% MIN <br />SD SOSD SD O SD SD SID ALIGN TRENCH DRAIN WITH � EDGEOF SURCHARGE FOOTPRINT 12"0 DURASLOT <br />PP P P P P P P P P PP P P P P <br />— — — — — — — — — — — — — — — _ — _ _ _ _ _ _ _ _ — — _ _ — _ — <br />vT <br />a 3 <br />CONCRETE INLET <br />DURASLOT TEE SURCHARGE FOOTPRINT B PER COE STD 401 <br />WITH DUCTILE IRON SEE D4 SERIES SHEETS RIMTD 4 1 <br />4"0 DURASLOT_/FRAME AND GRATE <br />SPACED EVERY 100' 8"0 DURASLOT 8"0 DURASLOT 12"4 DURASLOT INV IN: 12.75' <br />MAX., TYP. Pa Pb P P pP 12"0 DURASLOT_- PP —� P F\ I OUT:2.75' o <br />PP DPP—����P� rG`I P PP PPS PP PP PP PP PP ❑P TJB P P CATCH BASIN TYPE 1 P <br />P P P PER COE STD 402 <br />RIM: 16.95' <br />INV IN: 12.59' <br />INV OUT: 12.59' <br />--- _----------- — — — — — — _ - --- _-i----------- - t- ---- <br />--- _-- ------ --- _ --- --- -P'LATI - - ,. --- / -- ��---------- - - ----- <br />SCALE IN FEET <br />20 0 20 40 <br />.D <br />C <br />V <br />J <br />STEEL MESH EXISTING ASPHALT <br />0 4x4 W2.9x2.9WWF, TYP. RISER HEIGHT VARIES 3/8" FULL DEPTH <br />CONCRETE <br />r PAVEMENT 3000 PSI 1% 1% CONSTRUCTION JOINT, <br />JOINT FILLER <br />i <br />n a <br />i HIGH SLUMP <br />CONCRETE ° <br />1000 PSI, , MIN a <br />Y d 1'-0"0 - VARIES 0'-4" TO 1'-0" <br />L <br />J Q Q <br />j 4 <br />O Q d <br />= a d 4 <br />O <br />Y d Q <br />4 <br />4 <br />jl ADS DURASLOT <br />1 0.3% MIN. <br />3'-0" SLOPE <br />rl E31 TRENCH DRAIN TYPE 1 SECTION <br />o� SCALE: 3"=1'-G" <br />TIn <br />2 IF THIS DRAWING IS NOT 22"04" SCALE ACCORDINGLY. <br />I <br />P <br />j or� D <br />EVER TT <br />P.O. BOX WA <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />® ® ® 3241 R,,ti k, A,,m, R <br />Setde, W.shmgNP 98102 <br />206.624.1387 <br />P:PHASE <br />ENGINEERS, INC. _.Pnde gi_..c m <br />A <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE1 <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />DEOTRIMOENTE USED <br />INPANOYVMANNER THAT WOUALDI CONSTITUTE ALSO <br />DIRECTLY OR INDIRECTLY TO HIND. <br />BRUCF <br />°`�'s"^r <br />~ //'' $ -p <br />v <br />vF 32789pEo �� <br />�`PSAONAL 0�G\ <br />8/�� <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D5.02 <br />DESIGNED BY: <br />(,. W E$T <br />DATE- <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />1 <br />1 <br />UTILITY PLAN <br />CIP N0. <br />6-8—DD8-D1 <br />DRAWN By <br />G. DEAN <br />CHECKED BY- <br />C. CASTONA <br />PROJECT <br />No. PD-WP-2022-07 <br />APPROVED BY <br />SHEET N0. 46 OF 48 <br />No. <br />DATE <br />BY <br />REVISION <br />