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V <br />C <br />7 x 11 /7 x I /4' <br />GALVANIZED STEEL ANCHOR <br />1/4° x 1 1/4' <br />GALVANIZED STEEL <br />LAG BOLT <br />STAINLESS STEEL <br />U- SHAPED <br />LEVELING WASHERS <br />Q ° a <br />5/8° DIA. x 7 a <br />STAINLESS STEEL ° <br />ANCHOR BOLT <br />NOTE TREAT BOLTS WITH Oo o O O 000 SCANT T O PREVENT � o o 000 oce O o bo <br />BENCH FOOTING <br />SCALE 3" - T-0" <br />.sue <br />36 GALLON 14EAVY -DUTY INNER CONTAINER, <br />ROTATIONALLY- MOLDED POLYETHYLENE CAN <br />SPIN STEEL LID W! DOUBLE <br />VINYL-COATED CABLE SEE <br />SPECS. FOR TYPE AND <br />LOCATION. <br />5/8' O.D. SOLID STEEL TOP RING----*-} <br />114' X 2 I/2' SOLID STEEL HORIZ. BANDS <br />3/8' X 10 SOLID STEEL VERT. BANDS <br />BENCH LEG <br />RUBBER-TIPPED ♦ r a C FEE °n47a i!i7i'7n. <br />RECEPTACLE TO BE LEVEL UPON INSTALLATION <br />WELDED CHANNEL RECESSED i •R PLATE <br />0 X • LONG STAINLESS STEEL # it BOLT OR •#r <br />AT LOCATIONS THROUGH HOLES DRILLED IN CONCRETE. <br />NOT TO SCALE <br />w <br />c� <br />l Q <br />O <br />N <br />Im• <br />34'�TO <br />I <br />1 114' SCH. 40 ALUMINUM <br />PIPE (1.66" O.D.) <br />2 IIT SCH. 40 ALUMINUM <br />PIPE (2.875' O.DJ <br />CAST ALUMINUM ADAPTOR <br />1/4 -20 SET SCREWS (2 ROWS OF <br />4 OFFSET 90 DEGREES APART) <br />T SCH. 40 ALUMINUM <br />PIPE (2.375' O.D.) <br />DETAIL A <br />NOT TO SCALE <br />16" <br />6 1/77 <br />i <br />ACCESS DOOR <br />5/8' <br />s a . a AML <br />NOT TO SCALE <br />9' DIA. <br />BOLT CIRCLE <br />y ACCESS DOQR <br />SECTION A -A <br />NOT TO SCALE <br />TOWN OF LEXINGTON TO <br />INSTALL METER HEADS <br />AFTER POST INSTALLATION <br />KEYING PIN (DRILL <br />3/6 POLE TO SECURE) <br />TOP OF METER POST <br />I - DRILL 3/8' HOLE THROUGH <br />I N WALL OF PIPE <br />1/4' GROUT <br />BRICK PAVERS, SEE <br />I i2 <br />5 <br />GRANITE CURB 12 <br />BITUMINOUS CONCRETE PAVING 1 <br />�— 12 <br />NOTES- <br />- <br />FED. AID. PROD. NO <br />FISCAL <br />4 <br />0� <br />#2 PRE CLIT ANCHOR <br />SI-EE--W 30 TWAT THE HOLES WLL MATCH NO <br />L METER POSTS TO BE 2' SCHEDULE <br />NO. <br />SHEETS <br />MASS. <br />STP OOOS(139)X <br />o <br />15 <br />_ <br />40 GALVANIZED PIPE, 63' LONG <br />QR <br />114E SGN POST AN04CP <br />AND ANCHOR SLEEVE L"m ONE HOLE is <br />AND THE MASEL DEPT OF 'STANDARD SPECIFICA- <br />co <br />2. KEYING PIN TO BE 114° DIAM (MIN.) <br />TIONS FOR HIGHWAYS AM M��S <br />STEP <br />#31 NSERT SIGN POST <br />AND BOLT IN PLACE <br />NOTE, <br />DRIVNG CAPS MjST BE USED TO COW POSTS <br />5' LONG BENT RIGHT AND LEFT OR <br />TO ASTWA366. THE <br />RETAIN 4'-O DEPTH <br />To REACH THEORMAL FROST Lw- <br />CRM SECTION OF THE POST 94ALL 13E <br />SGILIARE TL13E FORIVED <br />OTHER METHOD APPROVED BY THE ENGINEER <br />OF / GAJGE 00 GB C 1 °• :{ a +••. STEEL <br />4 <br />A a <br />SHEI�TS w4cw HAVE BEEN ac ooATm a25 oz) cw-mwc To <br />IN CONSULTATION WITH T1 4E TOWN. <br />o <br />g� <br />3. ALL METER POSTS TO BE 18' <br />N THE CORNER BY HIGH <br />SIGN SIZE <br />TELESCOPE POST SIZE <br />EQUAL AM EXTERNALLY �YOREAZSPTNM�ORRAD% <br />FROM FACE OF CURB. SEE LAYOUT PLAN <br />STANDARD OUTSIDE CORNER 12ADW 514ALL BE 5/37 PLLIS <br />{ LMER <br />4 METER POSTS TO BE REAMS <br />D INSIDE <br />III =III I III -11 f= 1= 1 =III �i l l AND oEBURRED OUTSIDE ON BOTH ENDS <br />5. SEE 13 I FOR FOOTING IN TREEWAY <br />17 DIA. CONCRETE FOOTING <br />GRAVEL BORROW <br />COMPACTED SUBGRADE <br />SCALE 1" -1' -0" <br />L <br />N' <br />SECTION A -A <br />SCALE 3/4 "- 1' -O" <br />CAST IRON LIGHT POST BAS (ABOVE) <br />CHAMFER TOP EDGE 1/2' <br />3/4'x24' ANCHOR BOLTS (4 TOTAL) <br />9' DIAM, BOLT CIRCLE <br />7 STEEL CONDUIT (4 TOTAL) <br />3/4' STEEL CONDUIT <br />NOTE: CENTER OF CAST IRON POST <br />BASE TO MATCH CENTER OF <br />CONCRETE FOUNDATION <br />SLOPE TOP OF BASE DOWN FROM <br />CENTER AT RATE OF 1 /4'/FT, <br />FILL VOID WITH CONCRETE GROUT <br />LEVELING SCREWS, SET TWO PER SIDE <br />U4 AWG COPPER GROUND WIRE <br />COVERED, 3/4' GALV, STEEL CONDUIT <br />STANDARD GROUND CLAMP <br />92- GALVANIZED RIGID STEEL <br />CONDUIT. BEND TO 18'± RADIUS <br />T GALV. STEEL THREADED FITTING <br />FOR CONDUIT RECEIVING WIRING <br />3/4' x, 24' GALV. ANCHOR BOLTS (4) <br />4000 PSI CONCRETE FOOTING <br />5/8' DIAM, GROUND ROD - 10` -9 LONG <br />T GALV. STEEL ADAPTOR CAPS FOR <br />CONDUIT NOT RECEIVING WIRING <br />COMPACTED OR UNDISTURBED SUBGRADE <br />GRAVEL BORRO+N <br />NOTE: <br />SEE 13 FOR FOOTING IN TREEWAY <br />12' DIA <br />CONCRETE FOOTING <br />HOLE DIAMETER 7/16` — <br />I' O.C. <br />ANCHOR SLEEVE <br />2 IIX X 2 1/4' <br />SIGN POST <br />ANCOR 2' x 2' <br />COMPACTED SUBGRADE <br />EMERY PARK IN DEPOT SQUARE <br />STATE <br />FED. AID. PROD. NO <br />FISCAL <br />I SHEET <br />I TOTAL <br />#2 PRE CLIT ANCHOR <br />SI-EE--W 30 TWAT THE HOLES WLL MATCH NO <br />YEAR <br />NO. <br />SHEETS <br />MASS. <br />STP OOOS(139)X <br />1998 <br />15 <br />22 <br />PROJECT FILE NO. 602353 <br />SITE DETAILS <br />3/8' x 3' HOT DIPPED GALVANIZED J, <br />14EAD BOLT WITH FLAT WASHER, LOC'm <br />AND 14EX NUT <br />SIGN POST <br />G12AOE <br />M�b1 1 � CONDITIONS VARY, a <br />— <br />DRIVE SIGN POST <br />TO NTM 3 OR X OF SURFACE. <br />EIREAKAWAY SIGN qJPORT5 FABRICATED FROM <br />STRP <br />#2 PRE CLIT ANCHOR <br />SI-EE--W 30 TWAT THE HOLES WLL MATCH NO <br />STEE9L <br />MV SkALL COWORM TO THE EREAKAWAY DESIGN SHOM <br />STU 13E FLLISH VM TOP OF SIGN POST ANCHOR COVE MCHOR <br />ON T1415 <br />-{ <br />SLEEVE LNTIL • <br />.. • • ,{ ABOVE, - r• :• <br />: • a N FOR SIGNS VATH AREA 2D SG4 FT AND BELOW <br />114E SGN POST AN04CP <br />AND ANCHOR SLEEVE L"m ONE HOLE is <br />AND THE MASEL DEPT OF 'STANDARD SPECIFICA- <br />E)POSM ABOVE <br />GROLM FOR BOLT CONNECTICK <br />TIONS FOR HIGHWAYS AM M��S <br />STEP <br />#31 NSERT SIGN POST <br />AND BOLT IN PLACE <br />NOTE, <br />DRIVNG CAPS MjST BE USED TO COW POSTS <br />THE STEEL POSTS 94ALL COW-CRIM <br />TO ASTWA366. THE <br />RETAIN 4'-O DEPTH <br />To REACH THEORMAL FROST Lw- <br />CRM SECTION OF THE POST 94ALL 13E <br />SGILIARE TL13E FORIVED <br />OF / GAJGE 00 GB C 1 °• :{ a +••. STEEL <br />SHEI�TS w4cw HAVE BEEN ac ooATm a25 oz) cw-mwc To <br />N THE CORNER BY HIGH <br />SIGN SIZE <br />TELESCOPE POST SIZE <br />EQUAL AM EXTERNALLY �YOREAZSPTNM�ORRAD% <br />STANDARD OUTSIDE CORNER 12ADW 514ALL BE 5/37 PLLIS <br />{ LMER <br />• • • <br />i <br />=• ♦s •• • s GLASS <br />ALL BOLTS NLITS AND WA54ERS SMALL BE GALVX4M AS <br />E y w <br />• • � +• r• a •t. • e• • <br />^ :• a °•. a { :• .• <br />• r i FOOTING <br />SCALE <br />Mzgj 0"] <br />SCALE 1 /2" -Y <br />SALVAGED GRANITE POST <br />CONDITIONS VARY, SEE PLANS <br />FINISH GRADE <br />NOTE <br />*CONCRETE COLLAR ONLY IF GRANITE <br />POST IS LESS THAN 5' -6 LONG <br />GRAVEL BORROW <br />2 <br />3 <br />