Laserfiche WebLink
/ - - - GENERAL NOTES <br /> 1. PROVIDE (2) 6" CONDUITS AND (2) 4" CONDUITS WITHIN <br /> / r - EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> � OTHERWISE. <br /> 2. PROVIDE (8) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> POWER DUCT BANK UNLESS NOTED OTHERWISE. <br /> / CP01 1 ; ' / 1 CPO 3. PROVIDE (4) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> w J TELECOM DUCT BANK UNLESS NOTED OTHERWISE. <br /> / 8 w w 4. FOR DUCT BANK CROSSINGS WITH OTHER CONDUITS, PIPING <br /> / __•___•_ __ __ _- _ w I w__ OR STRUCTURES REFER TO SECTIONS C, E AND F ON <br /> SHEET E5.4 UNLESS NOTED OTHERWISE. <br /> B 12 VW8P w w <br /> lI E1.2 E5.4 v7 v7 <br /> O 12 VW8C LL I LLJ <br /> I� <br /> I 2 2 <br /> KEYED NOTES <br /> 1 LOW MAST COMMUNICATIONS POLE. <br /> / - - - - - - - - - - - - - E1.2 E5.5 - - - I - O <br /> / - - - - - - - - - - - - - ■ � O2 FUTURE WAREHOUSE CONNECTION, STUB CONDUITS 50'-0" <br /> 1P BEYOND EDGE OF PAVEMENT, AS SHOWN ON SHEET C3.1. <br /> 11 VW <br /> I 3 LOW MAST GHT AND COMM OL <br /> � 3 <br /> / I ® STUB (1) 4" POWER AND (1) 4" COMM CONDUITS FOR <br /> / VW7P VW6P w W W yy - FUTURE WEIGH SCALE AND SHACK. <br /> ^.2 - STUB (1) 4" POWER AND (1) 4" COMM CONDUITS FOR <br /> � I a <br /> }' I � C � FUTURE CUSTOMS SHACK. <br /> © STUB (1) 4" POWER AND (1) 4" COMM CONDUITS FOR <br /> VW7C VW6C I FUTURE RADIATION PORTAL MONITOR SHACK. <br /> E <br /> / <br /> O E1.2 E5.4 VW5C VW5P I PR IDE CONIC E PULLING/SPLICING VAULT PE SIN PUD VWiC STANDARD "T&D COMPATIBLE UNIT V0210". <br /> E1.2 E5.4 ■ ® STUB CONDUITS 5'-0" BEYOND EDGE OF PAVEMENT, AS <br /> + / 1 I SHOWN ON SHEET C3.1. <br /> REMNANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> \ N B <br /> a so <br /> 1 _ 1F1F4 <br /> NOT USED. <br /> INFORMATION.�n 3 � A Q PROVIDE 24" EXTENSION RING FOR VAULT TO ALLOW FOR <br /> ITT 0F PANEL 4S1, CONDUITS EXITING VAULT TO THE WEST TO HAVE <br /> FD SUFFICIENT COVER, AS GRADE SLOPES DOWN WEST OF <br /> E1.2 5.4TRANSFORMER_XS_1THIS POINT, SEE SHEETS C3.5 & C3.6 FOR FURTHER <br /> PANEL 2S1I INFORMATION. <br /> 0.-(D VS3P 4 5 6 11RETT) o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br /> 3 <br /> m� E1.2 7 - - - - - - - - - - - - - - - - - - - - - - ■ - - - - <br /> 3 ss VS4 ss ss ss ss ss ss ss ss <br /> c 1.2E .9 V 5 VS4C 9 <br /> a LP07 N ► Ifor = - ----o-r= 1 LPO6 1 72 .', <br /> r <br /> -- ---- ,-1 E1.2 E .1 Ei.Tf <br /> MRS -LW IV Ell. -x x x Wx x z IN x IN x x W x x x x 0. <br /> S E SHEET E1.4 E LP VS1P VM2C <br /> - <br /> E1.2 E5.4 <br /> w 3 ° E1.4 E5 VS1C <br /> I I \ 05 <br /> I <br /> \ \ to \ vM1c N o 40 80 <br /> I <br /> E1 4 E 4 4 I scale feet <br /> & C <br /> 0 <br /> Know what's below. - IF SHEET IS LESS THAN 22x34 <br /> Call before you dig. O a] O O \p REDUCE SCALE ACCORDINGLY W <br /> N <br /> N <br /> E PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. LU <br /> ��0 A I S K.g� D. SIATERLIS AS NOTED E 1 ■2 W <br /> Port o 1 I q�� �� IN DDIoSIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT <br /> L'�uE ASSOCIATES,INC. Q cIP No. <br /> Ni 7/23/2021 DKS ADDENDUM 3 , DRAWN BY: CHECKED BY: O M T C A 3 R D INTERIM ACTION 1-a-soo-o5 <br /> 16p15[h Avenue,SURe 1300 ENGINEERS-CONSULTANTS <br /> � z 7/s/2ort DKs ADDENDUM, o C. SMITH S. BARTKOSKE PROJECT C�Seattle,Washing[o (2061 206 243-5022 www.e e0n.c0m 3 1 <br /> P.O. BOX 538 1206I 382-0600 Far I206I3ffi-0500 ( ) 1 6/21/2021 DKS ISSUED FOR BID SITE PLAN 1 o f 4 NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 FH�lER N0.1600120 16300 CHRISTENSEN ROAD,STE 330 0 5/07/2021 DKS FOR CITY REVIEW SIONA, APPROVED BY: <br /> 6EATTLE,WA 98188 SHEET NO. 105 OF 150 0 <br /> (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION b/Ib/2 <br /> K <br />