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"
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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