Laserfiche WebLink
-- - a j GENERAL NOTES <br /> 1 - ®__ l 1. PROVIDE (2) 6' CONDUITS AND (2) 4' CONDUITS WITHIN <br /> / ___-_______- ___- .__-___ ___ --.- EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> / - � OTHERWISE. <br /> 2. PROVIDE (8) 4' CONDUITS WITHIN EACH PORT OF EVERE17 <br /> I a ' I POWER DUCT BANK UNLESS NOTED OTHERWISE. <br /> 1 CPO NI 3. PROVIDE (4) 4' CONDUITS WITHIN EACH PORT OF EVERETT <br /> CPO 1 I w IT�� TELECOM DUCT BANK UNLESS NOTED OTHERWISE. <br /> JI / 8 - 4. FOR DUCT BANK CROSSINGS WITH OTHER CONDUITS, PIPING <br /> Uj c -1=-- OR STRUCTURES REFER TO SECTIONS C, E AND F ON <br /> i� SHEET E5.4 UNLESS NOTED OTHERWISE. <br /> g 1 vw8P w L <br /> r <br /> E1.2 E5.4 <br /> I I <br /> w I w <br /> 1 VWBC <br /> 1 0 <br /> 1 II I U U <br /> KEYED NOTES <br /> f I 1 E1.2 E5.5 LOW MAST COMMUNICATIONS POLE. <br /> _ _ I� .^ <br /> O r I - AC �- -� _� -y 2Q FUTURE WAREHOUSE CONNECTION, STUB CONDUITS 50'-0' <br /> 1 / r VW1P BEYOND EDGE OF PAVEMENT, AS SHOWN ON SHEET C3.1. <br /> / lla e 3 LOW MAST GUT AND COMM PO <br /> rrr VW7F FUTURSTUB E WEIGH SCALE AND ER AND (SHACK COMM CONDUITS FOR <br /> 1 / r a VW6P 1 ---- ? • - - ® STUB (1) 4' POWER AND (1) 4' COMM CONDUITS FOR <br /> r O a FUTURE CUSTOMS SHACK. <br /> Ba <br /> Il r1 e © STUB (1) 4' POWER AND (1) 4' COMM CONDUITS FOR <br /> ( I a VW7C VW6C I I FUTURE RADIATION PORTAL MONITOR SHACK. <br /> VW5P I <br /> E <br /> IDE CONC PULLING SPLICING VAUL P SN PUD <br /> O / E1.2 E5.4 I A VW1C DARD 'T&D COMPATIBLE UNIT V0210'. <br /> i <br /> a <br /> E1.2 E5.4 s . CONDUITS 5'-0' BEYOND EDGE OF PAVEMENT, AS <br /> + N ON SHEET C3.1.ANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> Q <br /> g 10 NOT USED. <br /> sw- I I <br /> i I INFORMATION. <br /> 3 �/ I s J A Q PROVIDE 24' EXTENSION RING FOR VAULT TO ALLOW FOR <br /> - I CONDUITS EXITING VAULT TO THE WEST TO HAVE <br /> �� r- PANEL 4S1, I E1.2 5.4 SUFFIC ENT COVER, AS GRADE SLOPES DOWN WEST OF <br /> U TRANSFORMER XS1 THIS POINT, SEE SHEETS C3.5 & C3.6 FOR FURTHER <br /> PANEL 2S1 VS3F 4 I I 5 6 11 I I INFORMATION. <br /> ETT) D `T <br /> E 2 7 <br /> -_- _ - -I _ _- � _ <br /> --�_-_ -_ - - - - i <br /> 1.2 E .9 - -- 3 V5a5 VS4C9 �� <br /> J■It Cs No's --- J -■■�J■1■eJ■p■-J■1\�J■I J■p■eJ■■O�■I■eJ■p■� <br /> 1 S% <br /> --� �121E 1 Et.Z E4.2 i1 <br /> VS ---_- --- --e - - - <br /> z x z -x-z z x p <br /> Iz <br /> M - - - -S E SHEET E1.4 _ w E1.2 E5.4 - �- - - -- - P E �P VS1 P - ` vM2C <br /> M a E1.4 E5iAol <br /> - <br /> B I \ 05 p 6 <br /> 1P <br /> o , I p 0 40 BO <br /> c • I 2 \ O 0 p E1 4 E 4 scale feet <br /> I <br /> o --� -- -- --- �� ��- IF SHEET IS LESS THAN 22X34 <br /> Know <br /> whas below. N <br /> r Call before you dig. \� 1 O OO n O O �\p ,� I REDUCE SCALE ACCORDINGLY G <br /> PROJECT 134MNEEr SCALE- PORT OF EVERETT DWG. N0. E1.2 <br /> m gs D. SIATERLIS AS NOTED <br /> 311 Porto ELCON s'' NDESIGNED Eff. <br /> SIATERLIS 05/07/2021 NORTON TERMINAL D IX <br /> EVELOPMENT CIP NO. <br /> 0 1 ASSOCIATES,INC. _ <br /> ENGINEERS-CONSULTANTS 7/23/2021 OKS 3 �: CHECKEDBy-. K & M T C A 3 R D INTERIM ACTION PRwEcr1-B-900-OS <br /> SemlSw'++hlry,m 9/101 7/9/2021 DKS ADDENDUM I C. SMITH S. BAR KOS E <br /> Ilopl .,,pnslaaxasoo (200)243-5022 w .eimn.00m , 6/21/202 DKS MUED FOR aD •� SITE PLAN (1 of 4) N�• MT-NT-2021-02.2 Z <br /> o P.O. BOX 538 pN01ERX0.i6 c /W/202 DKS FOR CITY REVIEW ENAL APPROVED Sri 0 <br /> � 16300 CHRISTENSEN ROAD,STE 330 ! � 0 <br /> EVERETT, WA 98206 <br /> j SEATiLE,WA 93185 <br /> (425) 259-3164 N0. DATE BY REVISION Na- DATE 6Y REVISION <br /> SHEET N0. 105 OF 15D <br /> K <br />