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CL POLE & FOOTING <br /> 6'-6" 6'-6° POLE BASE PLATE AND ANCHOR BOLTS <br /> ARE CONTRACTOR DESIGNED AND <br /> CONCRETE FOOTING ULTIMATE BASE REACTION LOADS SUPPLIED. SEE SPECIFICATIONS FOR <br /> w (M, N, AND V) SEE NOTE 2.0 ON S1.1 DETAILS <br /> s s M�� PROVIDE FOR <br /> 1 1/2" GROUT <br /> POLE LOCATION WORK 1" CHAMFER ON ALL m o V <br /> POINT SHOWN ON CIVIL EXPOSED CORNERS ¢ P <br /> DRAWINGS m m a IN2° ao <br /> z n a s 2'-0"0 #4 O TIE a II <br /> o PAINT BASE YELLOW N= <br /> o (10) #8 W/STD HOOK PER NOTE 4.F ON S1.1 <br /> AT BOTTOM & BAR <br /> _'6 TERMINATOR AT TOP <br /> w <br /> J cV REINF PER B <br /> #8 VERT <br /> _ 51.2 51.2 <br /> J _C _ <br /> _ _ <br /> C) �___ __ _ _ _ — <br /> TOP OF PAVEMENT, <br /> o A SEE CIVIL SHEETS FOR a <br /> N <br /> mti 51.2 S1.2 PAVEMENT ELEVATIONS <br /> w <br /> B REINF PER B o <br /> 51.2 S1.2 51.2 51.2 '"� ELEC CONDUITS, j <br /> SEE ELEC DWGS VA�A <br /> ELEC CONDUITS, SEE FOR DETAILS <br /> ELEC DWGS FOR DETAILS SIZE AND PATTERN OF ANCHOR <br /> BOLTS PER POLE MANUFACTURERS <br /> RECOMMENDATIONS o #8 AT 12" OC <br /> -------------- = l EACH WAY TOP <br /> 4'-0" \i /j��j \\//TYP\ AND BOTTOM <br /> LOW-MAST POLE FOOTING PLAN <br /> SCALE: 1/2" = 1'-0" \ \ \ \ \ <br /> LIMITS OF <br /> \\\ /\\ LONG RADIUS ELBOW <br /> 12" MIN CSBC, //i/ EXCAVATION <br /> SEE SPECIFICATION <br /> CL POLE & FOOTING <br /> SPLICE LENGTH <br /> COSEECTED SPECIFICCATODNS A SECTION <br /> CL POLE & FOOTING OVERLAP, TYP <br /> S1.2 S1.2 SCALE: 1/2" = 1'-0" <br /> (6) #6 �� (3 EQUALLY SPACED <br /> POLE <br /> ON EACH SIDE OF ELEC CONDUITS 2" CLR <br /> FROM ANCHOR BOLTS TO FIRST SET) <br /> CHJJ <br /> #4 VERT TIES AT 12" OC <br /> � I I LL <br /> N U <br /> TOP OF PAVEMENT (5) #4 CHORIZ TIES <br /> SEE CIVIL SHEETS FOR <br /> PAVEMENT ELEVATIONS a 2„ <br /> CLR SPLICE LENGTH <br /> o OVERLAP, TYP <br /> w <br /> FT\>� <br /> 7L <br /> CONCRETE CALL 48HOURS <br /> FOOTING BEFORE YOU DIG <br /> DIAL 811 <br /> om r� VERT DATUM: NAVD 88 <br /> n B SECTION HORZ DATUM NAD 83/918+2 0� <br /> < S 1.2 S 1.2 SCALE: 1/2" = 1'-0" <br /> IF SHEET IS LESS THAN 22x34 W <br /> m < REDUCE SCALE ACCORDINGLYCL > <br /> m <br /> 0 LU <br /> PROJECT ENGINEER: SCALE: <br /> Port o,f �� BEq� N. WATSON AS SHOWN PORT OF EVERETT DWG. N0 S1 .2 <br /> � Q9M1dor rlyej�� DESIGNED BY: DATE: <br /> g�' '&ff R.AWPDBY: DATE:CHECKED NORTON TERMINAL DEVELOPMENT C,P N0. H <br /> & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> EVMM 16015th Avenue,Suite 1300 <br /> T. LEMONS S. STORY PROJECT <br /> No P.O. BOX 538 Seattle,Washington 98101 �l87T`�`�+� LOW-M A S T LIGHT & C 0 M M P 0 LE NO. MT-NT-2021-02.2 GC <br /> N EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW '�sa��,,� 1Z` APPROVED BY: O N (425) 259-3164 PROJECT NO.01600120z06)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION D51D}` FOUNDATION SHEET NO. 100 OF 149 LPL <br />