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HomeMy WebLinkAboutCON-106-11V C 7 x 11 /7 x I /4' GALVANIZED STEEL ANCHOR 1/4° x 1 1/4' GALVANIZED STEEL LAG BOLT STAINLESS STEEL U- SHAPED LEVELING WASHERS Q ° a 5/8° DIA. x 7 a STAINLESS STEEL ° ANCHOR BOLT NOTE TREAT BOLTS WITH Oo o O O 000 SCANT T O PREVENT � o o 000 oce O o bo BENCH FOOTING SCALE 3" - T-0" .sue 36 GALLON 14EAVY -DUTY INNER CONTAINER, ROTATIONALLY- MOLDED POLYETHYLENE CAN SPIN STEEL LID W! DOUBLE VINYL-COATED CABLE SEE SPECS. FOR TYPE AND LOCATION. 5/8' O.D. SOLID STEEL TOP RING----*-} 114' X 2 I/2' SOLID STEEL HORIZ. BANDS 3/8' X 10 SOLID STEEL VERT. BANDS BENCH LEG RUBBER-TIPPED ♦ r a C FEE °n47a i!i7i'7n. RECEPTACLE TO BE LEVEL UPON INSTALLATION WELDED CHANNEL RECESSED i •R PLATE 0 X • LONG STAINLESS STEEL # it BOLT OR •#r AT LOCATIONS THROUGH HOLES DRILLED IN CONCRETE. NOT TO SCALE w c� l Q O N Im• 34'�TO I 1 114' SCH. 40 ALUMINUM PIPE (1.66" O.D.) 2 IIT SCH. 40 ALUMINUM PIPE (2.875' O.DJ CAST ALUMINUM ADAPTOR 1/4 -20 SET SCREWS (2 ROWS OF 4 OFFSET 90 DEGREES APART) T SCH. 40 ALUMINUM PIPE (2.375' O.D.) DETAIL A NOT TO SCALE 16" 6 1/77 i ACCESS DOOR 5/8' s a . a AML NOT TO SCALE 9' DIA. BOLT CIRCLE y ACCESS DOQR SECTION A -A NOT TO SCALE TOWN OF LEXINGTON TO INSTALL METER HEADS AFTER POST INSTALLATION KEYING PIN (DRILL 3/6 POLE TO SECURE) TOP OF METER POST I - DRILL 3/8' HOLE THROUGH I N WALL OF PIPE 1/4' GROUT BRICK PAVERS, SEE I i2 5 GRANITE CURB 12 BITUMINOUS CONCRETE PAVING 1 �— 12 NOTES- - FED. AID. PROD. NO FISCAL 4 0� #2 PRE CLIT ANCHOR SI-EE--W 30 TWAT THE HOLES WLL MATCH NO L METER POSTS TO BE 2' SCHEDULE NO. SHEETS MASS. STP OOOS(139)X o 15 _ 40 GALVANIZED PIPE, 63' LONG QR 114E SGN POST AN04CP AND ANCHOR SLEEVE L"m ONE HOLE is AND THE MASEL DEPT OF 'STANDARD SPECIFICA- co 2. KEYING PIN TO BE 114° DIAM (MIN.) TIONS FOR HIGHWAYS AM M��S STEP #31 NSERT SIGN POST AND BOLT IN PLACE NOTE, DRIVNG CAPS MjST BE USED TO COW POSTS 5' LONG BENT RIGHT AND LEFT OR TO ASTWA366. THE RETAIN 4'-O DEPTH To REACH THEORMAL FROST Lw- CRM SECTION OF THE POST 94ALL 13E SGILIARE TL13E FORIVED OTHER METHOD APPROVED BY THE ENGINEER OF / GAJGE 00 GB C 1 °• :{ a +••. STEEL 4 A a SHEI�TS w4cw HAVE BEEN ac ooATm a25 oz) cw-mwc To IN CONSULTATION WITH T1 4E TOWN. o g� 3. ALL METER POSTS TO BE 18' N THE CORNER BY HIGH SIGN SIZE TELESCOPE POST SIZE EQUAL AM EXTERNALLY �YOREAZSPTNM�ORRAD% FROM FACE OF CURB. SEE LAYOUT PLAN STANDARD OUTSIDE CORNER 12ADW 514ALL BE 5/37 PLLIS { LMER 4 METER POSTS TO BE REAMS D INSIDE III =III I III -11 f= 1= 1 =III �i l l AND oEBURRED OUTSIDE ON BOTH ENDS 5. SEE 13 I FOR FOOTING IN TREEWAY 17 DIA. CONCRETE FOOTING GRAVEL BORROW COMPACTED SUBGRADE SCALE 1" -1' -0" L N' SECTION A -A SCALE 3/4 "- 1' -O" CAST IRON LIGHT POST BAS (ABOVE) CHAMFER TOP EDGE 1/2' 3/4'x24' ANCHOR BOLTS (4 TOTAL) 9' DIAM, BOLT CIRCLE 7 STEEL CONDUIT (4 TOTAL) 3/4' STEEL CONDUIT NOTE: CENTER OF CAST IRON POST BASE TO MATCH CENTER OF CONCRETE FOUNDATION SLOPE TOP OF BASE DOWN FROM CENTER AT RATE OF 1 /4'/FT, FILL VOID WITH CONCRETE GROUT LEVELING SCREWS, SET TWO PER SIDE U4 AWG COPPER GROUND WIRE COVERED, 3/4' GALV, STEEL CONDUIT STANDARD GROUND CLAMP 92- GALVANIZED RIGID STEEL CONDUIT. BEND TO 18'± RADIUS T GALV. STEEL THREADED FITTING FOR CONDUIT RECEIVING WIRING 3/4' x, 24' GALV. ANCHOR BOLTS (4) 4000 PSI CONCRETE FOOTING 5/8' DIAM, GROUND ROD - 10` -9 LONG T GALV. STEEL ADAPTOR CAPS FOR CONDUIT NOT RECEIVING WIRING COMPACTED OR UNDISTURBED SUBGRADE GRAVEL BORRO+N NOTE: SEE 13 FOR FOOTING IN TREEWAY 12' DIA CONCRETE FOOTING HOLE DIAMETER 7/16` — I' O.C. ANCHOR SLEEVE 2 IIX X 2 1/4' SIGN POST ANCOR 2' x 2' COMPACTED SUBGRADE EMERY PARK IN DEPOT SQUARE STATE FED. AID. PROD. NO FISCAL I SHEET I TOTAL #2 PRE CLIT ANCHOR SI-EE--W 30 TWAT THE HOLES WLL MATCH NO YEAR NO. SHEETS MASS. STP OOOS(139)X 1998 15 22 PROJECT FILE NO. 602353 SITE DETAILS 3/8' x 3' HOT DIPPED GALVANIZED J, 14EAD BOLT WITH FLAT WASHER, LOC'm AND 14EX NUT SIGN POST G12AOE M�b1 1 � CONDITIONS VARY, a — DRIVE SIGN POST TO NTM 3 OR X OF SURFACE. EIREAKAWAY SIGN qJPORT5 FABRICATED FROM STRP #2 PRE CLIT ANCHOR SI-EE--W 30 TWAT THE HOLES WLL MATCH NO STEE9L MV SkALL COWORM TO THE EREAKAWAY DESIGN SHOM STU 13E FLLISH VM TOP OF SIGN POST ANCHOR COVE MCHOR ON T1415 -{ SLEEVE LNTIL • .. • • ,{ ABOVE, - r• :• : • a N FOR SIGNS VATH AREA 2D SG4 FT AND BELOW 114E SGN POST AN04CP AND ANCHOR SLEEVE L"m ONE HOLE is AND THE MASEL DEPT OF 'STANDARD SPECIFICA- E)POSM ABOVE GROLM FOR BOLT CONNECTICK TIONS FOR HIGHWAYS AM M��S STEP #31 NSERT SIGN POST AND BOLT IN PLACE NOTE, DRIVNG CAPS MjST BE USED TO COW POSTS THE STEEL POSTS 94ALL COW-CRIM TO ASTWA366. THE RETAIN 4'-O DEPTH To REACH THEORMAL FROST Lw- CRM SECTION OF THE POST 94ALL 13E SGILIARE TL13E FORIVED OF / GAJGE 00 GB C 1 °• :{ a +••. STEEL SHEI�TS w4cw HAVE BEEN ac ooATm a25 oz) cw-mwc To N THE CORNER BY HIGH SIGN SIZE TELESCOPE POST SIZE EQUAL AM EXTERNALLY �YOREAZSPTNM�ORRAD% STANDARD OUTSIDE CORNER 12ADW 514ALL BE 5/37 PLLIS { LMER • • • i =• ♦s •• • s GLASS ALL BOLTS NLITS AND WA54ERS SMALL BE GALVX4M AS E y w • • � +• r• a •t. • e• • ^ :• a °•. a { :• .• • r i FOOTING SCALE Mzgj 0"] SCALE 1 /2" -Y SALVAGED GRANITE POST CONDITIONS VARY, SEE PLANS FINISH GRADE NOTE *CONCRETE COLLAR ONLY IF GRANITE POST IS LESS THAN 5' -6 LONG GRAVEL BORROW 2 3