A
1" DRAIN
C
L LIGHTING POLE
PEDESTAL
1'-0"
B
1'-0"
C LIGHTING POLE
L
2" PROJECTION FOR
ANCHOR BOLT THREADED
ROD EXTENSIONS ABOVE
TOP OF BASE PLATE.
GOOVE IN
B
4-COUPLINGS 3" LONG MIN.
HANDHOLE
FOR HEAVY BOLTS (8 THREADS
PER INCH) NC FREE FIT CLASS 2.
THREAD FULL LENGTH OF COUPLING
1•"
MEETING THE REQUIREMENTS OF 1101.04.
"
C
L CONDUIT
B
9•
"
1•
LEVELING NUT (TYP.)
NOTES:
1'-7"
1'-9"
A
4" THREAD EACH END,
HEX. NUTS, 2"| x ‰"
AS REQ'D., TOP ONLY.
2"| CONDUIT
ANCHOR ANGLES
"
GUTTER LINE
3. LOCATE JUNCTION BOX ON SIDEWALK SIDE OF BARRIER WHEN
APPLICABLE AND PROVIDE TAMPER RESISTANT SCREWS.
CONSTR. JOINT
PLAN
2. SET ANCHOR BOLTS ACCURATELY BY THE TEMPLATE FURNISHED
BY THE MANUFACTURER, TO THE CORRECT ELEVATION AND
ALIGNMENT AND SECURELY BRACE AGAINST DISPLACEMENT
BEFORE THE SURROUNDING CONCRETE IS PLACED. ANCHOR BOLT
DIAMETER AS REQUIRED BY LIGHTING POLE MANUFACTURER.
(FOR FUTURE LIGHTING PROVISIONS, SEE CHART ON THIS SHEET.)
4x4x•x1'-8"
4‡
A
1. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH
PUBLICATION 408.
SPRING LOCK WASHER
C
1'-8‚
"
C
L CONDUIT
4-1"| ANCHOR BOLTS,
4. ORIENT HAND HOLES FOR BARRIER MOUNTED POLES TOWARD
THE ROADWAY; EXCEPT WHEN THERE IS SIDEWALK ACCESS,
ORIENT TOWARD SIDEWALK.
BLISTER DIMENSIONS
F-BARRIER
TYPE
"A"
"B"
"C"
TYP.
1'-0"
11"
3…"
ALT.
1'-1"
10"
2…"
5. SEAL CONDUIT AND PROTECT THREADS FOR FUTURE LIGHTING
INSTALLATIONS.
6. CONFORM ANCHOR MATERIALS TO SECTION 1104.04 OF PUB. 408.
ANCHOR ANGLES ARE PERMITTED TO BE GALVANIZED.
7. SET LIGHTING POLES TRULY VERTICAL WITH BASES LEVEL USING
LEVELING NUTS.
8. PROVIDE 2" CLEAR ON ALL REINFORCEMENT UNLESS NOTED.
FILL SPACE BETWEEN POLE BASE PLATE AND
9. PROVIDE A MINIMUM OF 2•" CONCRETE COVER
SECTION A-A
C LIGHTING POLE
L
*
CONCRETE WITH GROUT AFTER SETTING POLE
FOR CONDUIT.
TRULY VERTICAL USING LEVELING NUTS.
TOOL EDGES OF PAD. MINIMUM HEIGHT
BASE PLATE
*
OF LEVELING PAD IS 1".
2" DIA.
LEVELING
NUT (TYP.)
B
CONDUIT (TYP.)
GROUT
4"
CHANGE 1
CHANGE 2
R= 9" MIN.
(TYP.)
2"| CONDUIT
CHANGE 3
PROVISIONS FOR FUTURE LIGHTING
CONSTR. JT.
GUTTER LINE
MOUNTING
HEIGHT
ANCHOR BOLT
CIRCLE DIA.
50'-0" MAX.
15"
ANCHOR BOLT
DIAMETER
1"
CONCRETE DECK
SECTION B-B
B
CONDUIT EXPANSION
AND DEFLECTION JOINT
FITTING, SEE BC-721M.
ELEVATION
3…" FOR TYPICAL BARRIER,
4"
2…" FOR ALTERNATE BARRIER.
1'-0" FOR TYPICAL BARRIER,
C
3'-0" MIN.
8"
AT DECK
C JUNCTION BOX
L
EXPANSION
JOINTS
JUNCTION BOX
3"
1'-1" FOR ALTERNATE BARRIER.
2"| CONDUIT
COMMONWEALTH OF PENNSYLVANIA
CONSTR. JT.
DEPARTMENT OF TRANSPORTATION
4‡ "
BUREAU OF PROJECT DELIVERY
ƒ" | DRAIN
PIPE AT LOW END OF BOX
STANDARD
4"
JUNCTION BOX
(JB 25)
C
NUMBER AND SIZE
CONDUITS AS REQUIRED
LIGHTING POLE ANCHORAGE
SECTION C-C
ALTERNATE - PLAN
(SLOPED BARRIER WITH JUNCTION BOX)
BC-721M
ELECTRICAL DETAILS
REFERENCE DRAWINGS
RECOMMENDED
NOV. 21, 2014
CHIEF BRIDGE ENGINEER
RECOMMENDED
NOV. 21, 2014
ACTING DIR, BUR. OF PROJECT DELIVERY
SHEET 1 OF 2
BC-722M
INSTRUCTIONS FOR FUTURE LIGHTING
1. IF LIGHTING POLES ARE TO BE INSTALLED AT A FUTURE TIME.
C
L LIGHTING POLE
A. PLACE RAILING POSTS AS SHOWN AND CLOSE GAPS WITH A
SEPARATE PIECE OF FABRIC.
C LIGHTING POLE
L
1'-0"
1'-0"
1'-5"
1'-5"
OR
B. PLACE RAILING POSTS AS SHOWN BUT DO NOT INTERRUPT
RAILING.
SEE INSTRUCTION 1A.
1'-6"
SEE INSTRUCTION 1B.
NOTE:
1'-0"
SEE SHEET 1 FOR NOTES.
HAND RAILING
1" DRAIN GROOVE ORIENTED
BARRIER PROTECTIVE FENCE
TOP OF BARRIER
TO OUTSIDE OF BARRIER.
PEDESTRIAN RAILING / FENCE / HAND RAILING AT LIGHTING POLE
COMMONWEALTH OF PENNSYLVANIA
DEPARTMENT OF TRANSPORTATION
BUREAU OF PROJECT DELIVERY
STANDARD
LIGHTING POLE ANCHORAGE
RECOMMENDED
NOV. 21, 2014
CHIEF BRIDGE ENGINEER
RECOMMENDED NOV. 21, 2014
ACTING DIR, BUR. OF PROJECT DELIVERY
SHEET 2 OF 2
BC-722M