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TZvssc— GENERAL NOTES <br /> —x� x VM2P- <br /> -4-NA [ �Lt�—_•a=EELL' -� J ,_T�'T _ _ — _ V�r �_ — -- — _ _ _ _ _ _ _ _ 1. PROVIDE 2 6" CONDUITS AND (2) 4" CONDUITS WITHIN <br /> :2 P y Q �.I�r� I ( ) <br /> S E SHEET E1.4 E1.2 E5.4 � E T Lp V51P I� VM2C EACH SNOHOMISH COUNTY PUD TRENCH UNLESS NOTED <br /> 1 E1.4 E5 VS1C OTHERWISE. <br /> \ � \ O5 — 2. PROVIDE (8) 4" CONDUITS WITHIN EACH PORT OF EVERETT <br /> POWER DUCT BANK UNLESS NOTED OTHERWISE. <br /> Q 1P 3. PROVIDE (4) 4" CONDUITS WITHIN EACH PORT OF EVERE17 <br /> j a ® - Q IL j 1 � TELECOM DUCT BANK UNLESS NOTED OTHERWISE. <br /> \ 2 '\ \ O I o O E1I.4 E 14 1 4. FOR DUCT BANK CROSSINGS WITH OTHER CONDUITS, PIPING <br /> g \ I OR STRUCTURES REFER TO SECTIONS C, E AND F ON <br /> SHEET E5.4 UNLESS NOTED OTHERWISE. <br /> ---------------------- <br /> 0 o a s I <br /> X WAREHOUSE BLDG �\ I <br /> — - — o ❑ — <br /> o D .4 KEYED NOTES <br /> ® 4 ) 1 O1 LOW MAST COMMUNICATIONS POLE. <br /> O O D IQ �� _ .4 E5.5 <br /> ❑ FUTURE WAREHOUSE CONNECTION, STUB CONDUITS 50'-0- <br /> R <br /> BEYOND EDGE OF PAVEMENT, AS SHOWN ON SHEEP C3.1. <br /> REMNANT BELOW GRADE FOUNDATIONS, SEE CIVIL DRAWINGS <br /> FOR FURTHER INFORMATION. <br /> o IO Q VEBC \ 4 TRENCH DRAIN, SEE SHEET S1.3 FOR FURTHER <br /> VEBP e \ INFORMATION. <br /> 2 Q VE7G <br /> O� I o Q <br /> y o <br /> EX WAREHOUSE BLDG � �� ocoocccocccoo VE7P �' � � <br /> 0 4' IGH CONICBLOC WALL <br /> w SE E i 1�1 A <br /> E1.4 E5.4 E . E5.4 <br /> u CURITY FE O I I P _ _ <br /> Q LP11 HIGH MAq LIGHT OLE, <br /> TYPICAL <br /> I <br /> o Q W <br /> _ Q <br /> OCP09 1 W 1 W <br /> �ZZ: <br /> AIF <br /> LL 66 wIw <br /> _1_j <br /> —_ � — U C <br /> _—------------------------------------------------ <br /> i ----------------- <br /> -- ---- <br /> 'u <br /> WEST MARINE VIEW DRIVE (SR 529) a — Oscale 40 fe80 <br /> a c c <br /> 1 — <br /> N � <br /> o Know Wharsbelow. - - _ - $ -- - - IF SHEET IS LESS THAN 22x34 W <br /> Call before you dig.- - - - --� REDUCE SCALE ACCORDINGLY N <br /> 0 <br /> m PR. SI TERLI ASSCA PORT OF EVERETT DWG. N0. W <br /> N ��O A I �K.S�� D. SIATERLJS AS NOTED E 1.4 � <br /> i Flo O I V ti a DE. SI TBY.E 05 <br /> 1 a:� ►�N D. SIATERLIS os�o7�zoz, NORTON TERMINAL DEVELOPMENT °,P N <br /> o <br /> ASSOCIATES INC. <br /> o 1-8-900—OS <br /> pj DRAWN 8Y: CHECKED BY: & <br /> r sm e..��.,wiuum ENGINEERS-CONSULTANTS z <br /> o "' Q /21/202 D(� ISSUED u 1 C. SMITH S. BARTKOSKE PRo,lEcr <br /> k Nt w.a.�.Q.1) 206 248 5022 www elcoacom [Q, + S I T E PLAN (3 o f 4) N <br /> o P.O. BOX 53e pzosl�z "(:°sr4 ( ) e/z1/zoz oxs mum FOR mD c re=� 1 MT—NT-2021-02.2 <br /> ,n Rarnno.ssoossa 16300 CHRISTENSEN ROAD,SiE 330 D /0)/202 DKS FOR CRY REVIEW TONAL APPROVED BY. U <br /> EVERETT, WA 98206 <br /> rn SEATTLE,WA 98168 <br /> / (425) 259-3164 NO. DATE BY REMSION NO. DATE BY REVISION 6/18/21 SHEET N0. 107 OF 150 <br />