Laserfiche WebLink
TRANSFORMER XP1. r <br /> PANEL 2P1 I <br /> GENERAL NOTES <br /> � - _ = T H_LINE - SEE SHEET E1.3 t. PROVIDE (2) 6" CONDUITS AND (2) 4" CONDUITS WITHIN <br /> _ yM2PIEl_ 5.4 _ _ - - - - 1 - - T HLINE - SEE SHEET E1.5 EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> VM2C �— — I P8 O O LP Q OTHERWISE. <br /> J■1■ =/■,� 1 <br /> 0 X 3 0 LONGS '!O R I 2• PROVIDE (8) 4' CONDUITS WITHIN EACH PORT OF EVERETT <br /> POWER DUCT BANK UNLESS NOTED OTHERWISE <br /> U'r-TIN E. <br /> R BREAKROOM/ ( ) WITHIN EACH PORT <br /> VN1P =O VN2C 0=VN2P O= 3 =O VN3P �� VN5C 3 TELECOM DUCT BANK UNLESSN01EDOTHERWISEF ��� <br /> O= x= O= VN4C <br /> VN1C = I 4. FOR DUCT BANK CROSSINGS WITH OTHER CONDUITS, PIPING <br /> I _ VN3C CD I OR STRUCTURES REFER TO SECTIONS C, E AND F ON <br /> =p I I SHEET E5.4 UNLESS NOTED OTHERWISE. <br /> CPO 1 <br /> I o= in 91 <br /> Oo <br /> --� —�— -- I KEYED NOTES <br /> p O Op O CD O <br /> am—, <br /> __© I I 1Q LOW MAST COMM POLE <br /> aw LOW MAST LIGHT POLE. <br /> �_� = -------=t- = IO Ox (p_ =O = O O 7 Q3 FUTURE SNOPUD CONNECTION, STUB CONDUITS 5'-0" <br /> _ <br /> �� BEYOND EDGE OF PAVEMENT, AS SHOWN ON SHEET C3.1. <br /> _ ==D= x <br /> _ _ = E4.7 == VE4C( I ® PROVIDE CONCRETE PULLING/SPLICING VAULT PER SNOPUD <br /> VE4P 14 STANDARD `&D COMPATIBLE UNIT V0210'. <br /> VE2C � FPS �' VE3 O= =O %® Q5 I FUTURE CONNECTION TO SNOPUD SUBSTATION, STUB <br /> p O= = I CONDUITS 5'-0" BEYOND EDGE OF PAVEMENT, AS SHOWN <br /> p ON SHEET C3.1. <br /> 9 I I 3 © STUB CONDUITS FOR FUTURE GUARD SHACK. <br /> I� g I I 1 <br /> •\ �� VE1C - i I � - � �^! _ _ II O 5 Q7 REMNANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> �e�Y �■ue�uM <br /> ■,■ a■,■ FOR FURTHER INFORMATION. <br /> P E O-0 �n■era■ �■1■o�■I rr�r`�rili■ <br /> II I �7 �� v . 8Q PROVIDE CONCRETE PULL VAULT PER SNOPUD STANDARD <br /> 5 I E1.5 E5.4 �'�I I L�—I ; "TdcD COMPATIBLE UNIT V0203". <br /> W T, t Y —4r I z = I x I I 7 9Q TERMINATE CONDUITS AT EXISTING SNOPUD POLE PER <br /> _ �•-- —I — ; 1P13 � MAST LIGHT POLE, I I= - -_ <br /> LP12 t = B u J 4 2 <br /> Et TRENCH DRAIN, SEE SHEET S1.3 FOR FURTHER <br /> INFORMATION. <br /> O `O O O O O O r <br /> .t E <br /> In �I t,, ����•, I �i E1.5 <br /> w <br /> w w \� �❑ IL <br /> E1.5 5.4 <br /> I i 1I <br /> NIA �0 00 <br /> I LT CPO6 1 <br /> — VE5P rL• LP21 X <br /> VESC <br /> o�eoe�o® ��oeeoeT <br /> z�z CPO 1 <br /> �L� <br /> .. 6 �;. s _II- <br /> -M=M=N �� ����■�j® � G <br /> a <br /> ��► AV, <br /> -- <br /> - ------- 0 40 80 <br /> N <br /> U <br /> scale feet <br /> m <br /> O , • - M A <br /> M M M <br /> N -- —_---- IF SHEET IS LESS THAN 22x34 LV <br /> I Know whaYsbelow. REDUCE SCALE ACCORDINGLY N <br /> Call before you dig. LU <br /> P�1 �'�"� SCALE: PORT OF EVERETT DWG. NO. W <br /> D. SIATERLIS AS NOTED E1.5 <br /> [ CON � � °�"m DATED. SIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. 0 <br /> i Port O N <br /> l�pf f ASSOCIATES,INC. - DRAW„ EKED Sr: & MTCA 3RD INTERIM ACTION 1-8-900-05LL <br /> a icotsm�.aawn.iwo ENGINEERS—CONSULTANTS 7/g/2o21 DKS AOOE18RlW i C. SMITH S. BARTKOSKE PROJECT Z <br /> se.mawa,no-uom srsm 206 24&5022 W■w.elean.eam .>� SITE PLAN (4 o f 4) N0. Mr-NT-2o2,-02.2 O <br /> o P.O. BOX 538 I I3tE'0600 F"1$0613°'°S00 ( ) 7r /21/202 DKS ISM FOR BID APPROVED BY: <br /> rna[cr no.Isrov° 16300 CHRISTENSEN ROAD,STE 330 ® /./2p2 pKS FOR CTIY REAEN ' <br /> 10 EVERETT, WA 98206 SEATTLE,WA981BB SHEET NO. 108 OF 150 V <br /> % (425) 259-3164 NO. DATE BY REVISION N0. OATE RY REVISION (7/Ib/2I <br /> C <br />