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_ !` GENERAL NOTES <br /> �� �, �����`l E R tl Y A ��� 1. PROVIDE (2) 6' CONDUITS AND (2) 4' CONDUITS WITHIN <br /> f, "; ea EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> PORT GARDNER BAIL ,, OTHERWISE. <br /> _ WATERWAY <br /> Al® [ �n� v 2. PROVIDE (8) 4' CONDUITS WITHIN EACH PORT OF EVERETT <br /> I <br /> EAR Y Y!'�t� Y Y A 1 POWER DUCT BANK UNLESS NOTED OTHERWISE. <br /> r} 2 E1.31E4.6 3. PROVIDE (4) 4' CONDUITS WITHIN EACH PORT OF EVERETT <br /> w TELECOM DUCT BANK UNLESS NOTED OTHERWISE <br /> Lilt-i _-� -___ -___ LIFT STATION CONTROL PANEL 4 ORR DUCT STRUCTURES REFERITOS WITH SEC11ONS CR E ANDUFSON(PING <br /> =_- -t- VVV9 - • --- -z---. �� <br /> 1nIN SHEET E5.4 UNLESS NOTED OTHERWISE <br /> UJ w <br /> TREATMENT CONTROL PANEL <br /> z CPO 1 <br /> Iz <br /> J IJ� 8 9 I <br /> a 1 E1 3 E4.s KEYED NOTES <br /> LOW MAST COMMUNICATIONS POLE. <br /> STUB CONDUITS FOR FUTURE HIGH MAST LIGHT POLE. <br /> � 1 �`.� PROVIDE LIFT STATION ELECTRICAL CONNECTION, SEE SHEET <br /> E1.3 E5.5 <br /> _ ❑I , .0 4 C5.9 FOR FURTHER LIFT STATION INFORMATION. <br /> 1. COORDINATE WITH LIFT STATION SUPPLIER FOR CONNECTION <br /> 2P -- I 1 - r ,; REQUIREMENTS. FOR BIDDING PURPOSES PROVIDE 416 IN <br /> w v; �:� � I 1 2'C TO PANEL 2P1. <br /> - - - - - STUB CONDUITS 5'-0' BEYOND EDGE OF PAVEMENT, AS <br /> °. ` a° urn ----®------ - - - <br /> �.o © °P °°�� SHOWN ON SHEET C3.1. <br /> ��� I 0 PROVIDE HOT BOX ELECTRICAL CONNECTION, SEE SHEET <br /> I I C5.9 FOR FURTHER HOT BOX INFORMATION. <br /> I E x I © PROVIDE LONGSHOREMAN RESTROOM TRAILER ELECTRICAL <br /> VW1 A VW I EL 4W1 A E1.3 E5.4 NT R X RE HIGH MAST ❑� EXACT CCONNECTONNECTION IONRDINATE A LOCATION. <br /> �� PROVIDER FOR <br /> E1.3 E5.4 E1.3 E5.4 VW3C 3P VW4C LI HT PO L 2 I <br /> THE LIFT STATIOE CLASSIFIED <br /> EX PUD PACES, CLASS 1, DIVAS ONANDL VE 2 PERLNEC AND NFP 820. <br /> SUBSTATION 1 CP04 I \ ® STORMWATER LIFT STATION PER SHEET C4.9. <br /> �I 90 VALVE VAULT PER SHEET C4.9. <br /> ® I� 2 10 REMNANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> x xx x xxxx I --vim <br /> A I; 11 TRENCH DRAIN, SEE SHEET S1.3 FOR FURTHER <br /> R I I INFORMATION. <br /> E1.2 5.4 <br /> 1 �' • Q PROVIDE 24' EXTENSION RING FOR VAULT TO ALLOW FOR <br /> FUTURE CONDUITS EXITING VAULT TO THE WEST TO HAVE <br /> SUFFICIENT COVER, AS GRADE SLOPES DOWN WEST OF <br /> + THIS POINT, SEE SHEETS C3.5 & C3.6 FOR FURTHER <br /> INFORMATION. <br /> 07 I LP08 HIGH MAST UGHT POLE, - LP09 <br /> TYPICAL F E1.3 E4.5 PANEL 4P1, <br /> I - _ -- PAANNELF2P1 XP1, <br /> i _ T H_LINE - SEE SHEET E1.3 <br /> vMzc T HLINE - SEE SHEET E1.5 <br /> P 8 L P 9 0 <br /> I <br /> I d ] VN5P <br /> E � VN1P VN2P VN3P VN4 0 40 80 <br /> VN1C VN2C VN5C N <br /> I scale feet <br /> o , 1 • ❑ i � VN3❑ � I <br /> N � QI I S � OO CPO 1 <br /> Know what's below. -- - ------ -�-- - �- --- --BB ---- - IF SHEET IS LESS THAN 22x34 LV <br /> C811 before you dig. F, <br /> OI p �1 CmI REDUCE SCALE ACCORDINGLY G <br /> DWG. N0. E 1.3 <br /> E PROJECT IENpNEEIL Sri c• PORT O F EVERETT W <br /> , ��OA I IL S' D. SIATERLIS AS NOTED <br /> I v s `Q�p DO ED er: DAM. <br /> P� O ASSOCIATES,INC. s �-� D. SIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. <br /> 1-8-9OO-OS O <br /> ENGINEERS-CONSULTANTS - DRAWN�` °1 & MTCA 3RD INTERIM ACTION LL <br /> 0 <br /> :""W� �°° T/9/2D21 DKS AODENDJU I C. SMITH S. BARTKOSKE PROJECT <br /> s.+N..wan�npon wlm 206 243-5022 wWw.elcon.cam <br /> o P.O. BOX 538 1zas1 w.t:m7auasaa ( 1 /21/202 DIES ISSUED FOR BID r A No. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 rno[a nc.,emva 16300 CHRISTENSEN ROAD,STE 330 /W/202 DI5 FOR CITY REVIEW �aNA1 + APPROVED�: SITE PLAN 0 I �F O <br /> % (425) 259-3164 SEATRE,WA98166 I <br /> N0. DATE By REVISION No. DATE By REVISION b/Ib/21 SHEET N0. 106 OF 150 V <br />