Laserfiche WebLink
PORT GARD <br /> GENERAL NOTES <br /> ETWATERWAY 1. PROVIDE (2) 6" CONDUITS AND (2) 4" CONDUITS WITHIN <br /> \ / PORT GARD N E R BAY EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> o �� OTHERWISE. <br /> ` 2. PROVIDE (8) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> I � EAST WATERWAY POWER DUCT BANK UNLESS NOTED OTHERWISE. <br /> 2 <br /> cN� 1 3. PROVIDE (4) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> w ll E1.3 E4.6 TELECOM DUCT BANK UNLESS NOTED OTHERWISE. <br /> If - - <br /> - -- - -- - LIFT STATION CONTROL PANEL 4. FOR DUCT BANK CROSSINGS WITH OTHER CONDUITS, PIPING <br /> GIs_ _�_ yWy ___ _ __ ___�___� - OR STRUCTURES REFER TO SECTIONS C, E AND F ON <br /> LOIN 7 SHEET E5.4 UNLESS NOTED OTHERWISE. <br /> LEI LEI <br /> I I 12 VW9C \\ <br /> TREATMENT CONTROL PANEL <br /> w I w CP03 1� <br /> =1J 8 9 5 \\� 2 <br /> 11 �j E .3 E4.6 KEYED NOTES <br /> LP04\ LOW MAST COMMUNICATIONS POLE. <br /> _ _.\ � Q2 STUB CONDUITS FOR FUTURE HIGH MAST LIGHT POLE. <br /> PI E1.3 E5.5 �I �`. <br /> \ Q3 PROVIDE LIFT STATION ELECTRICAL CONNECTION, SEE SHEET <br /> 4 C5.9 FOR FURTHER LIFT STATION INFORMATION. <br /> COORDINATE WITH LIFT STATION SUPPLIER FOR CONNECTION <br /> I VW2P - ` a„ REQUIREMENTS. FOR BIDDING PURPOSES PROVIDE 4#6 IN <br /> W-W w W W 1 `•� . <br /> 2 C TO PANEL 2P1 <br /> °P °P - - - - - _ ® STUB CONDUITS 5'-0" BEYOND EDGE OF PAVEMENT, AS <br /> ��. °P SHOWN ON SHEET C3.1. <br /> ® oP <br /> E Q oy \`•�- 9 � --� °p I \� Q5 PROVIDE HOT BOX ELECTRICAL CONNECTION, SEE SHEET <br /> --- -- C5.9 FOR FURTHER HOT BOX INFORMATION. <br /> °,\ © PROVIDE LONGSHOREMAN RESTROOM TRAILER ELECTRICAL <br /> VW1C A VW11 A E1.3 E5.4 NT R CONNECTION. COORDINATE WITH TRAILER PROVIDER FOR <br /> N L 4W1 I FUTURE HI6H MAST �� EXACT CONNECTION LOCATION. <br /> E1.3 E5.4 E1.3 E5.4 VW3C 3P VW4C C�/ J � LIG HT POL 2 I <br /> 3 EX PUD SSIFIED <br /> 1 °P� O SPACES, CLASSTHE LIFT ON DNDSONLV2 PERLT ARE NEC AND�NFPA 820. <br /> SUBSTATION ' cPo4 <br /> I �_ ® STORMWATER LIFT STATION PER SHEET C4.9. <br /> O9 VALVE VAULT PER SHEET C4.9. <br /> m ® 10 REMNANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> mrl 1 2 <br /> 3�0 11 TRENCH DRAIN, SEE SHEET S1.3 FOR FURTHER <br /> A <br /> INFORMATION. <br /> E1.2 5.4 12 PROVIDE 24" EXTENSION RING FOR VAULT TO ALLOW FOR <br /> a< FUTURE CONDUITS EXITING VAULT TO THE WEST TO HAVE <br /> c(D SUFFICIENT COVER, AS GRADE SLOPES DOWN WEST OF <br /> THIS POINT, SEE SHEETS C3.5 & C3.6 FOR FURTHER <br /> m - - - - - - - - - - - - - - - - - - - - - - - - � I I INFORMATION. <br /> 3 ss ss ss 3 ss ss ss ss E3 ss =--ss ss ss ass ss�ss ss ss <br /> I -7 i LP10 <br /> I 6 <br /> N <br /> nNi LP07 ; LP08 HIGH MAST LIGHT POLE, 10 0 <br /> TYPICAL LP09 E1.3 E4.5 0 PANEL 4P1, <br /> tE ) TRANSFORMER XP1, <br /> I J U' -- PANEL 2P1 <br /> w w F� C w --w W -W W <br /> VM2P F 5.4 _ _ _ I _ _ __ _ _ E1 T HLINE - SEE SHEET E1.3 <br /> p8 ETJ1LP9 1 T HLINE - SEE SHEET E1.5 <br /> Y�+9O M 1Y POWR <br /> C COMM \OM 0 <br /> •'• VNiP VN2P VN3P VN4 VN5C 0 40 80 <br /> VN1C VN2C ® O D O O O V N <br /> GO <br /> N3VDscale feet V <br /> I <br /> o � � � • 0 � I O CP05 1 <br /> Know what's below. ------ -- -�-- � � - IF SHEET IS LESS THAN 22x34 <br /> N Call before you dig. F� O = � I REDUCE SCALE ACCORDINGLY W <br /> n <br /> E PROJECT ENGINEER: SCALE: <br /> ��O A I S K.g� D. SIATERLIS AS NOTED <br /> PORT OF EVERETT DWG' "° E1 .3 W <br /> o Port o vv 1 I q�� d� IN DDIGSIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT <br /> L'��TrTlE ASSOCIATES,INC. CIP No. <br /> 16016[h Avenue,SURe 1300 ENGINEERS-CONSULTANLS DRAWN MI CHECKED BY: <br /> BY: & MTCA 3RD INTERIM ACTION 1-8-goo-o5 <br /> z 7/s/2oz1 DKs ADDENDUM, o C. SMITH S. BARTKOSKE PROJECT V <br /> Seattle,Washing[-(06) 206243-5022 www.elcon.com 3 , <br /> P.O. BOX 538 12061 382-0600 FarI2061382-0500 ( ) 5/07/202, DKS ISSUED FOR BID ,, SITE PLAN 2 o f 4 <br /> NO. MT-NT-2021-02.2 � <br /> EVERETT, WA 98206 FnOlER N0.1600120 16300 CHRISTENSEN ROAD,STE 330 0 5/07/2021 DKS FOR Cltt REVIEW SIONAL APPROVED BY: <br /> 6EATTLE,WA 98188 SHEET N0. 1O6 OF 15D 0 <br /> (425) 259-3164 NO. DATE BY REVISION N0. DATE BY REVISION 6/Ib/2 <br /> K <br />