Laserfiche WebLink
---- — — -- o — — <br /> — L- vssc `--- L ❑ J w w w I w— GENERAL NOTES <br /> _x JN x x Wx x z W x W�W x x W xx x x 0. � VM2P <br /> P 1 <br /> VIDE 2 6" CONDUITS AND 2 4" CONDUITS WITHIN <br /> — — — — — — — — — — — — — — — — — — — — — <br /> PRO <br /> - S ESHEET E1.4 `� E1.2 E5.4 � E LP VS1P EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> + OTHERWISE. <br /> \ ° E1.4 E5 VS1C 2. PROVIDE (8) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> I 05 0 ---� POWER DUCT BANK UNLESS NOTED OTHERWISE. <br /> I J ® \ D VM1P 3. PROVIDE (4) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> \ O O 0 0 0 VM1C TELECOM DUCT BANK UNLESS NOTED OTHERWISE. <br /> 2 0 0 E1.4 E 4 f L� I 4. FOR DUCT BANK CROSSINGS WITH OTHER CONDUITS, PIPING <br /> \ \ _ o I OR STRUCTURES REFER TO SECTIONS C, E AND F ON <br /> I -� O \ \ SHEET E5.4 UNLESS NOTED OTHERWISE. <br /> OLl <br /> O � m -17d\0 I <br /> U LA <br /> X WAREHOUSE BLDG N \ o <br /> ❑ 0 0 2 A <br /> '4 KEYED NOTES <br /> ® 4 <br /> O1 LOW MAST COMMUNICATIONS POLE. <br /> .4E5.5 FUTURE WAREHOUSE CONNECTION, STUB CONDUITS 50'-0" <br /> BEYOND EDGE OF PAVEMENT, AS SHOWN ON SHEET C3.1. <br /> IN <br /> IN 0 3 O3 REMNANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> 0 1 �� FOR FURTHER INFORMATION. <br /> o Oi OO VE8C / \\ 4 TRENCH DRAIN, SEE SHEET S1.3 FOR FURTHER <br /> ] e \ INFORMATION. <br /> ❑❑ � � x� VE7C <br /> EX WAREHOUSE BLDG o <br /> VE7P <br /> 0 F=4' IGH CONIC B 7oo <br /> LL E <br /> E1.4 E5.4 E1. E5.4 <br /> o w SECURITY FEP _ <br /> 0 LP11 HIGH MAT LIGHT OLE, <br /> TYPICAL <br /> < 0 <br /> TGl 0 <br /> ;n O L`I <br /> <� <br /> ° — 0 CP09 1 w w <br /> w w <br /> m m �\ xIx <br /> CL< 0 0 ——� cn l cn <br /> 0 m o 0 0 <br /> 3. <br /> m� �-� —�-- �I I •1� LO <br /> --- w I w <br /> --------- zIz <br /> N _ _ 2 2 <br /> c 0 �� U U <br /> ————————— ------ <br /> ----------— ---------- <br /> WEST MARINE VIEW DRIVE (SR 529) _"- = Cscale 40 feet <br /> I <br /> Know what's below. IF SHEET IS LESS THAN 22x34 <br /> a Call before you dig. REDUCE SCALE ACCORDINGLY W <br /> u <br /> E PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. <br /> ��O A I �Yw(YS K.g� D. SIATERLIS AS NOTED E 1 ■4 W <br /> Porto I � q�ti%d��> l DESIGNED BY: DATE: <br /> o n lr�ff ASSOCIATES,INC. V r- !n D. SIATERLIS 05/07/2021 N 0 R T 0 N TERMINAL DEVELOPMENT <br /> n L 1 unrvv JUIL CIP N0. <br /> 16016[h Avenue,Suhe 1300 ENGINEERS-CONSULTANTS ! DRAWN BY: CHECKED BY: (1� M T C A 3 R D INTERIM ACTION <br /> 1—a-soo—o5 <br /> z 7/9/20z1 oKs ADDENDUM, o C. SMITH S. BARTKOSKE PROJECT C) <br /> Seattle,Washington 98101 206 243-5022 —.elcMcom 3 , <br /> P.O. BOX 538 12061 382O.1 Far12061382-0600 ( 0 , 6/21/2021 DKS ISSUED FOR BID ,, SITE PLAN 3 of 4 <br /> NO. MT-NT-2021-02.2 � <br /> EVERETT, WA 98206 Fgt)lER N0.1600120 16300 CHRISTENSEN ROAD,STE 330 0 5/07/2021 DKS FOR CITY REVIEW SIONAL APPROVED BY: <br /> 6EATiLE,WA 98188 O <br /> � (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION b/Ib/2 SHEET NO. 107 OF 150 <br /> K <br />