LUMINAIRE POST
METAL RAILINGS
FIBER GLASS /
FIBER GLASS COMPOSITE
CONDUIT SLEEVE
GRADE
C
A
C
ITS CONDUITS TO JB (TYP.)
ITS CONDUITS TO JB (TYP.)
4’ MIN.
RADIUS
REQUIR.
(TYP.)
4’ MIN.
RADIUS
REQUIR.
(TYP.)
A
WINGWALL
(TYP.)
CONDUIT SUPPORT 3’ ON CENTER (TYP.)
LUMINAIRE CONCRETE BASE
FIBER GLASS /
FIBER GLASS COMPOSITE
CONDUIT SLEEVE
(ALTERNATE MOUNTING)
TYPICAL ELEVATION - CONDUIT INSTALLATION ON EXISTING BRIDGE / OVERPASS
REFERENCE
EXPANSION FITTING (TYP.)
GALVANIZED C-CHANNEL STRUT, 12 GA.
(INSTALL SUPPORT AND CLAMP AT 3’ O.C.)
NOTES:
CONCRETE SET
BOLTS " X 3" (TYP.)
GALVANIZED CONDUIT CLAMP
WITH CUSHION, NUT & BOLT
(VIBRATION DAMPING) (TYP.)
1.
PROVIDE CONDUIT EXPANSION FITTINGS AT EXISTING
STRUCTURE EXPANSION JOINTS.
2.
ALTERNATE MOUNTING ON UNDERSIDE OF PARAPET MAY
BE PERMITTED WHEN IT IS NECESSARY TO CORE DRILL
THROUGH WING WALL IN LIEU OF ABUTMENT WALL. SEAL
ALL WING WALL PENETRATIONS WITH EPOXY AROUND CONDUIT.
3.
SURVEY EACH STRUCTURE AND SUBMIT SHOP DRAWINGS
OF CONDUIT ATTACHMENT DETAILS ALONG WITH
MANUFACTURERS RECOMMENDED EXPANSION FITTINGS FOR APPROVAL.
4.
IF THERE IS AN EXISTING BRIDGE APPROACH SLAB IN
THE SHOULDER AT THE LOCATION OF THE PROPOSED
CONDUIT, INSTALL THE CONDUIT BENEATH THE APPROACH
SLAB AFTER CORING THROUGH THE BACK WALL. ENSURE
THE EXISTING APPROACH SLAB IS NOT DISTURBED.
5.
ENSURE THE CONCRETE SET BOLT MATERIAL CONFORMS
TO ASTM B-633 AND IS MADE OF ZINC PLATED STEEL.
ENSURE THE SET BOLT CHARACTERISTICS CONFORMS
TO GSA SPECIFICATION FF S-325, GROUP VII, TYPE 2.
6.
WHEN ALTERNATE MOUNTING IS PROPOSED TO BE USED,
ENSURE THAT EXISTING UNDER CLEARANCE IS MAINTAINED.
CONCRETE WALL
ITS CONDUITS(TYP.)
PARAPET RAIL
CONDUIT SLEEVE
TRACER WIRE
CONDUIT SLEEVE
TRACER WIRE
SECTION C-C
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
GALVANIZED CONDUIT CLAMP WITH CUSHION,
NUT & BOLT (VIBRATION DAMPING)
(TYP.)
ITS CONDUITS (TYP.)
B
B
GALVANIZED C-CHANNEL STRUT,
12 GA.(INSTALL SUPPORT AND CLAMP AT 3’ O.C.)
(TYP.)
CONDUIT SLEEVE
GALVANIZED
C-CHANNEL STRUT, 12 GA.
(INSTALL SUPPORT AND
CLAMP AT 3’ O.C.)
CONCRETE
PARAPET
scale=
30.000000:1.00000
CONCRETE SET
BOLTS " X 3" (TYP.)
NOT TO SCALE
ITS-704-01
CONCRETE SET
BOLTS " X 3" (TYP.)
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ALTERNATE MOUNTING
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:46
ITS CONDUITS(TYP.)
GALVANIZED CONDUIT CLAMP
WITH CUSHION, NUT & BOLT
(VIBRATION DAMPING)
(TYP)
TRACER WIRE
CONDUIT SLEEVE
ITS DETAILS
ITS CONDUITS (TYP.)
GALVANIZED CONDUIT CLAMP WITH CUSHION,
NUT & BOLT (VIBRATION DAMPING)
(TYP.)
SECTION B-B
TYPICAL CONDUIT HANGER
ATTACHMENTS
SECTION A-A
SHEET 1 OF 2
*
*
file=
{ EXISTING FASCIA
GIRDER (TYP.)
{ BRGS.
@ ABUT.
CONDUIT HANGER ATTACHMENT
@ 8’ C/C (MAX.) (TYP.)
{ BRGS.
CONDUIT HANGER ATTACHMENT
@ 8’ C/C (MAX.) (TYP.)
{ PIER
SLEEVE
{ EXISTING
FASCIA BEAM (TYP.)
1’-6"
(MIN.)
1’-6"
MIN.
SLEEVE
{ EXISTING
INTERIOR BEAM (TYP.)
EXISTING DIAPHRAGM
(TYP.)
{ EXISTING CONCRETE
DIAPHRAGM (TYP.)
{ EXISTING INTERIOR
GIRDER (TYP.)
TYPICAL FRAMING PLAN STEEL STRUCTURE
TYPICAL FRAMING PLAN PRESTRESSED CONCRETE STRUCTURE
CONDUIT HANGER ATTACHMENT ON EXISTING STRUCTURE
CONDUIT HANGER ATTACHMENT ON EXISTING STRUCTURE
NOTES:
1.
SURVEY EACH STRUCTURE AND SUBMIT SHOP DRAWINGS
FOR CONDUIT ATTACHMENT DETAILS AND EXPANSION JOINT
DETAILS AND LOCATIONS ALONG EACH STRUCTURE TO THE
ENGINEER FOR APPROVAL PRIOR TO THE FABRICATION OF THE
CONDUIT SUPPORTS.
2.
ENSURE ALL STEEL SHAPES CONFORM TO ASTM A36, BOLTS ARE HIGH
STRENGTH, HEX HEAD, CONFORMING TO ASTM A325 AND SUPPLIED
WITH ONE NUT AND WASHER PER BOLT. HOT-DIP GALVANIZE STEEL PLATES IN
ACCORDANCE WITH ASTM A123 AND ALL THREADED HANGER RODS, NUTS,
WASHERS AND SPACER TUBES IN ACCORDANCE WITH ASTM A153.
3.
ENSURE HANGER ATTACHMENTS, ARE CONCEALED BY THE FASCIA
GIRDER AND THE PROPOSED CONDUIT AND SUPPORTS ARE POSITIONED
SUCH THAT THE MINIMUM VERTICAL UNDER CLEARANCE IS NOT LESS
THAN THE EXISTING CONDITION.
4.
ENSURE STEEL PLATES AND HANGERS ARE CAPABLE OF SUPPORTING
1000 LBS. LOAD AND THE MAXIMUM HANGER SPACING IS 8FT.
UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER.
5.
WELDING IS NOT PERMITTED.
6.
PRIOR TO BOLTING PLATES OR ANGLES TO THE EXISTING
GIRDER WEB, ENSURE THE CONNECTING AREA OF THE WEB IS
THOROUGHLY CLEANED AND SPOT PAINTED AS PER STRUCTURAL
REQUIREMENTS.
7.
ENSURE CONDUIT LENGTHS ARE SELECTED SO THAT COUPLINGS
DO NOT COINCIDE WITH HANGER LOCATIONS.
8.
PROVIDE CONDUIT EXPANSION JOINTS NEAR EACH ABUTMENT AS
SHOWN AND AT ALL PIER AND HINGE EXPANSION JOINTS.
9.
PROVIDE A MINIMUM OF TWO EXPANSION JOINTS AT ALL BRIDGES.
EXPANSION JOINT SPACING NOT TO EXCEED MANUFACTURER’S
RECOMMENDATIONS.
10.
ENSURE THE FINISH COAT PAINT COLOR MATCHES WITH THE PAINT
COLOR ON THE EXISTING STRUCTURE.
11.
IF THERE IS AN EXISTING BRIDGE APPROACH SLAB AND/OR TRANSITION
SLAB IN THE SHOULDER AT THE LOCATION OF THE PROPOSED
CONDUIT, INSTALL THE CONDUIT BENEATH THE APPROACH SLAB
AND/OR TRANSITION SLAB AFTER CORING THROUGH THE ABUTMENT
BACKWALL. ENSURE THE EXISTING APPROACH SLAB AND/OR
TRANSITION SLAB IS NOT DISTURBED.
12.
SUBMIT DETAIL OF SEAL BETWEEN PIPE SLEEVE AND CONDUIT TO THE
ENGINEER FOR APPROVAL.
10’ MIN.
ACTUAL LENGTH TO BE DETERMINED
IN THE FIELD BY THE CONTRACTOR
AS APPROVED BY THE ENGINEER
TOP OF ROADWAY
VARIES
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
APPROACH SLAB
EXISTING CONCRETE
BACKWALL
VARIES
GALV. PIPE SLEEVE
EXISTING STEEL GIRDER
EDGE OF CORE HOLE-SEAL
GAP WITH NON-SHRINK
GROUT
FIBER GLASS SLEEVE
A
ITS CONDUITS
scale=
30.000000:1.00000
NON-GASKETED
EXPANSION JOINT
TRACER WIRE
1’-0"
MIN.
EDGE OF CORE HOLE-SEAL
GAP WITH NON-SHRINK
GROUT
6"MIN.
5’-0"
SEAL GAP BETWEEN FIBER GLASS SLEEVE AND
ITS CONDUITS BEFORE INSTALLING EPOXY SEALANT
NOT TO SCALE
GALV. PIPE SLEEVE
(TYP.)
ITS-704-02
NEW JERSEY DEPARTMENT OF TRANSPORTATION
A
FIBER GLASS SLEEVE & ITS CONDUITS, UNDER EXISTING
APPROACH SLAB AND TRANSITION SLAB
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:47
FIBER GLASS SLEEVE
(TYP.)
ITS DETAILS
USE EPOXY SEALANT TO
SEAL GAP BETWEEN
ITS CONDUITS
(TYP.)
GALV. PIPE SLEEVE &
FIBER GLASS SLEEVE
SECTION THROUGH EXISTING ABUTMENT BACKWALL
TYPICAL CONDUIT HANGER
ATTACHMENTS
SECTION A-A
SHEET 2 OF 2
*
*
file=
PAVEMENT
EXISTING
FROM TOP OF
12 IN. REQUIRED
PAVEMENT
FROM TOP OF EXISTING
36 IN. MIN.
EXISTING PAVEMENT
A
ITS CONDUITS (TYP.)
4’ MIN. RADIUS
4’ MIN. RADIUS
REQ. (TYP.)
A
TRACER WIRE
REQ. (TYP.)
1
4 IN. MIN.
(TYP.)
4’ MIN. RADIUS
RMC SLEEVE
2
(TYP.)
REQ. (TYP.)
4’ MIN. RADIUS
EXISTING CULVERT
ITS CONDUITS (TYP.)
REQ. (TYP.)
12 IN.
60 IN.
60 IN.
(TYP.)
(TYP.)
(TYP.)
TOP OF EXIST.
CRUSHED STONE LAYER, 2" THK.
CULVERT
BEDDING MATERIAL
6 IN.
(TYP.)
scale=
30.000000:1.00000
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
SECTION A-A
NOT TO SCALE
NOTES:
ITS-704-03
1.
CONTRACTOR TO SURVEY THE STRUCTURE AND SUBMIT
SHOP DRAWINGS FOR INSTALLATION DETAILS TO THE
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ENGINEER FOR APPROVAL PRIOR TO SLEEVE
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:47
CONSTRUCTION.
2.
SEAL ENDS OF RMC SLEEVE WITH OAKUM AND PACK WITH
DUCT SEALANT.
3.
INSTALL RMC SLEEVE ACCORDING TO MIN. TRENCH DEPTH
FOR TYPICAL AREA.
HOWEVER CONDUIT MAY NEED TO BE SET AT
DEPTHS LESS THAN THOSE INDICATED IN ORDER TO CROSS THE STRUCTURE.
4.
ITS DETAILS
TYPICAL CONDUIT OVER CULVERT
BEDDING MATERIAL IS REQUIRED AT LOCATIONS WHERE TYPICAL
PLACEMENT DEPTH IS NOT POSSIBLE AND REQUIRES RMC SLEEVE TO
BE PLACED AT SHALLOWER DEPTH ATOP EXISTING STRUCTURE.
*
*
file=
CURBLINE OR
EDGE OF SHOULDER
80’-0" RADIUS (TYP.)
3’-0" RADIUS (MIN.)
5’-0"
(TYP.)
4’-0" (TYP.)
F
ITS
50’ TRANSITION (TYP)
GRADUAL TRANSITION TO
EDGE OF PAVEMENT OR CURB
LINE WITH NO CONDUIT BENDS
5’-0" TANGENT
SECTION
(TYP.)
ITS
GRADUAL TRANSITION FROM
EDGE OF PAVEMENT OR CURB
LINE WITH NO CONDUIT BENDS
ITS
CONDUITS
SHOULDER
ITS
ITS
50’ TRANSITION (TYP)
BERM
JUNCTION BOX ITS TYPE A
TYPICAL ITS CONDUIT HORIZONTAL TRANSITION
GRADE
JUNCTION BOX ITS TYPE A
1’-0"
WARNING TAPE
WARNING TAPE
3’-0"
GRADUAL TRANSITION TO
JB ENTRANCE WITH NO
CONDUIT BENDS
GRADUAL TRANSITION TO
JB ENTRANCE WITH NO
CONDUIT BENDS
4" MIN.
4" MIN.
BOTTOM OF ITS CONDUITS
BOTTOM OF ITS CONDUITS
10"
1’-2"
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
SEE NOTES 1 & 2
TYPICAL ITS CONDUIT VERTICAL TRANSITION
scale=
30.000000:1.00000
TYPICAL UNDERGROUND ITS CONDUIT TRANSITION AND LAYOUT
NOT TO SCALE
ITS-704-04
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:47
NOTES:
1. THE GRADUAL TRANSITION OF CONDUITS ENTERING THE JUNCTION BOX IS TO
BE SUCH THAT THE CONDUIT ENDS REST ON THE STONES INSIDE THE JUNCTION BOX.
ITS DETAILS
2. THE TRANSITION MUST PROVIDE FOR SUFFICIENT DRAINAGE TO ENSURE THAT
WATER DOES NOT GET TRAPPED IN THE CONDUITS.
3. BACKFILL THE TRENCH WITHIN THE SAME DAY.
4.
TYPICAL UNDERGROUND ITS CONDUIT
TRANSITION AND LAYOUT
TRANSITION LAYOUT FOR ITS CONDUITS LEADING TO JUNCTION BOXES ITS TYPE C AND
D IS TO BE SIMILAR.
*
*
file=
BITUMINOUS CONCRETE SURFACE
COARSE MIX I-4 (SEE NOTE 6)
VARIABLE THICKNESS
EXISTING PAVEMENT SURFACE
VARIABLE
VARIABLE THICKNESS
8"
BASE OF NEW PAVEMENT
INSTALL WARNING TAPE
18" BELOW FINISH GRADE
INSTALL WARNING TAPE
18" BELOW FINISH GRADE
36" MIN.
VARIABLE
EXISTING PAVEMENT SURFACE
NOTES:
36" MIN.
1.
BACKFILL MATERIAL
BEFORE BACKFILLING TRENCH, REMOVE ALL CUT DEBRIS FROM SITE.
BACKFILL MATERIAL
2. PREPARE THE TRENCH BOTTOM FOR ITS CONDUITS TO ELIMINATE LUMPS,
RIDGES, JAGGED EDGES AND HOLLOWS, UTILIZING CLASS C BEDDING MATERIALS.
ITS CONDUITS (TYP.)
ITS CONDUITS (TYP.)
3. CENTER THE ITS CONDUITS IN THE TRENCH AND HOLD FIRMLY IN PLACE
WHILE THE TRENCH IS BACKFILLED.
1" MIN.
1" MIN.
1" MIN.
TRACER WIRE (TYP.)
1" MIN.
TRACER WIRE (TYP.)
IN REHABILITATED/RECONSTRUCTED CONCRETE
SHOULDER OR BITUMINOUS SHOULDER,
TRAVELED WAY OR RAMP AREA
IN BITUMINOUS SHOULDER, TRAVELED
WAY OR RAMP AREA
4. ENSURE THE BACKFILL MATERIAL IS CLASS C BEDDING 2’ ABOVE THE TOP OF
CONDUIT OR TO THE BOTTOM OF THE PAVEMENT BOX.
5. COMPACT THE BACKFILL MATERIAL IN EQUAL LIFTS TO A MAXIMUM OF 6" EACH WITH
A MODIFIED VIBRATORY PLATE COMPACTOR. (MINIMUM THREE PASSES PER LIFT)
6. MOUND UP THE BITUMINOUS CONCRETE SURFACE COARSE MIX I-4 ABOVE THE EXISTING
PAVEMENT SURFACE. AFTER THOROUGH COMPACTION ENSURE FINISH GRADE IS " ABOVE
THE ADJACENT PAVEMENT SURFACE. COMPACT IN ACCORDANCE WITH SECTION 1003
(10 TON VIBRATORY ROLLER).
7.
FOR WARNING TAPE DETAILS SEE FIBER OPTIC WARNING TAPE, MARKER & TAG DETAIL.
8.
AFTER MATERIAL IS BACKFILLED, SEED AND MULCH IN ACCORDANCE WITH DIVISION 800.
36" MIN.
SUITABLE GRANULAR MATERIAL FROM PROJECT OR COARSE
AGGREGATE TO MEET EXISTING GRADE AS DIRECTED
BY THE ENGINEER
SEE NOTE 8
9. WHEN THERE IS A CONCRETE SHOULDER, SAW CUT AND REMOVE THE CONCRETE MATERIAL
BACK TO THE CURB, UTILIZING A TRENCHING MACHINE TO MAKE THE TRENCH. ENSURE
REPLACEMENT MATERIAL COMPLIES WITH NOTE 11.
10. WHEN THERE IS A CONCRETE SHOULDER WITH BITUMINOUS OVERLAY, REPLACE WITH 8"
MINIMUM BITUMINOUS MATERIAL OR MATCH EXISTING SECTION. (SEE NOTE 6)
11. ENSURE QUICK SETTING CONCRETE IS TYPE 1A AND COMPLIES WITH SECTION 903.07.
FOR CONCRETE REPLACEMENT ENSURE THE THICKNESS OF THE QUICK SETTING CONCRETE
IS THE SAME AS THE EXISTING. REPLACE EXPANSION JOINTS AND DOWELS IN KIND AND
INSTALL LONGITUDINAL JOINT TIES IN ACCORDANCE WITH THE STANDARD CONSTRUCTION
DETAILS. CONTRACTOR IS TO SUPPLY THE ENGINEER WITH DETAILED DRAWINGS FOR APPROVAL
PRIOR TO CONSTRUCTION.
GUIDERAIL
12. INSTALL ONE #14 AWG CONDUCTOR TYPE THHW/THWN IN THE MIDDLE CONDUIT PER TRENCH.
13. UNLESS OTHERWISE SPECIFIED, EACH ITS CONDUIT IS 2" IN DIAMETER (I.D.) MEETING ALL CONDUIT
REQUIREMENTS FOR FNMC (HDPE).
INSTALL WARNING TAPE
18’ BELOW FINISH GRADE
36" MIN.
CONDUIT TRENCH
BACKFILL MATERIAL
14. PRIOR TO TERMINATION, ENSURE THE ITS CONDUITS NORMALIZES A MINIMUM OF 24 HOURS.
ENSURE CONDUIT SLACK AND TERMINATIONS INSIDE THE JUNCTION BOX ARE IN ACCORDANCE
WITH MANUFACTURER’S RECOMMENDATION FOR DISTANCES BETWEEN JUNCTION BOXES AND THE
PROPER TEMPERATURE VARIATION TO ENSURE THE PROPER SLACK AND TERMINATION.
15. ENSURE THAT ONE OF ITS CONDUITS IS RED IN COLOR AND IS INSTALLED ON EITHER THE LEFT
OR RIGHT SIDE OF THE TRENCH. THE REMAINING TWO ITS CONDUITS ARE TO BE ORANGE IN COLOR.
ITS CONDUITS (TYP.)
1" MIN.
1" MIN.
TRACER WIRE (TYP.)
CONDUIT TRENCH OFFSET FROM
EXISTING AND PROPOSED GUIDERAIL
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
IN GRASS AREA
INSTALL WARNING TAPE
18" BELOW FINISH GRADE
SEE NOTE 8
CURB
SUITABLE GRANULAR MATERIAL FROM
PROJECT OR COARSE AGGREGATE TO
MEET EXISTING GRADE AS DIRECTED
BY THE ENGINEER
BACKFILL MATERIAL
36" MIN.
scale=
30.000000:1.00000
CLASS "B" CONC.
1.5" MIN.
ITS CONDUITS (TYP.)
NOT TO SCALE
1" MIN.
1’-0" MIN.
2" MIN.
ITS-704-05
2" MIN.
TRACER WIRE (TYP.)
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:47
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
BEHIND THE CURB
ITS CONDUIT TYPE A
ITS CONDUIT, TYPE A
*
*
file=
VARIES
ROADWAY
R.O.W.
6"
CAUTION: BURIED FIBER OPTIC CABLE BELOW
CALL NJDOT TRAFFIC OPERATIONS
NORTH 201-797-7314 OR SOUTH 856-486-6095
TYP.
TOP CAP
W
C
I
A
B
B
R
E L
N
SEE DETAIL "A"
TYP. BOTH SIDES
F
A
R E
O
I
P
N
T
G
I
C
For Mark Out Request-Go To
http://www.state.nj.us/
transportation
BEFORE EXCAVATING
OR IN AN EMERGENCY
CALL 1-800-272-1000 TOLL FREE
WARNING TAPE
SEE DETAIL "B" (TYP.)
BOTH SIDES
(BLACK LETTERS ON ORANGE BACKGROUND)
3’
CURB LINE
WHITE POST
3"
EXISTING
GROUND
NOTE:
1.
1’-6"
PROVIDE WARNING TAPE TO BE ORANGE, 4 MIL.
FLEXIBLE POLYETHYLENE FILM AND IS RESISTANT TO
ACIDS, BASES, HYDROCARBONS AND WATER.
SOIL ANCHOR
FIBER OPTIC CABLE MARKER
SPACE MARKERS 500’ APART
BLACK LETTERS ON
F
C
I
A
A
B
B
R
E
L
R
E
ORANGE DECAL
W
7" MIN
NJDOT
"
4 8 C T R U N K R T 2 9 5 N B
"
N
O
I
N
BLACK LETTERS ON
ORANGE DECAL
P
T
UNDERGROUND CABLE IS
OFFSET
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
I
"X"
G
FEET
FIBER COUNT
FUNCTION
ROUTE
DIRECTION
HORIZONTALLY
&
C
"Y"
FUNCTION
FEET
FOR MARK OUT REQUEST GO TO
VERTICALLY
http://www.state.nj.us/
transportation
FROM THIS POINT
OR IN AN EMERGENCY
CALL 1-800-272-1000
(TOLL FREE)
TRUNK, DISTC, TERMC
CCTV
WIM
DMS
TAG RD
TRFSG
WTHST
scale=
30.000000:1.00000
DETAIL "B"
DETAIL "A"
NOT TO SCALE
3"x9" WARNING DECAL
3"x4" WARNING DECAL
FIBER OPTIC CABLE TAG
ITS-704-06
BDC07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:47
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
FIBER OPTIC WARNING TAPE, MARKER AND TAG
FIBER OPTIC WARNING TAPE,
MARKER AND TAG
*
*
file=
NOTES:
1.
AS A MINIMUM, DESIGN THE BOX ASSEMBLY FOR TIER 22 LOADING AS SPECIFIED IN ANSI /
SCTE 77 2002 "SPECIFICATION FOR UNDERGROUND ENCLOSURE INTEGRITY".
SECTION "A-A"
1"
T-SLOT
2.
PROVIDE CERTIFICATION BY A PROFESSIONAL ENGINEER AND INCLUDE TEST RESULTS
SHOWING THAT THE JUNCTION BOX AND COVER DESIGN MEETS THE LOADING REQUIREMENT.
3.
DESIGN THE JUNCTION BOX WITH A MINIMUM SAFETY FACTOR OF 2.0 FOR WHEEL LOADS
AND 2.0 FOR SOIL LOADS, SO THAT THE COVER DEFLECTION AT DESIGN LOADS DOES NOT
EXCEED 0.5 INCHES AND SIDE WALL DEFLECTION DOES NOT EXCEEED 0.25 INCHES PER FOOT OF
HEIGHT OF BOX. PERFORM TESTING ACCORDING TO CURRENT WESTERN UNDERGROUND COMMITTEE
GUIDE NO. 3.6 NON-CONCRETE ENCLOSURE.
4.
ENSURE ANY POINT ON THE COVER OR BOX WITHSTANDS A 70 FT. LBS. IMPACT
ADMINISTERED WITH A C-TUP ACCORDING TO ASTM D-2444.
5.
ENSURE THE MATERIALS UTILIZED IN THE MANUFACTURE OF JUNCTION BOXES AND COVERS
ARE RESISTANT TO CHEMICALS COMMONLY FOUND IN THE SOIL OR IN THE OPERATING
ENVIRONMENT, AND THEY ARE ALSO RESISTANT TO SUNLIGHT, UV AND ANY CLIMATIC
"DIA. X 4"
BOLT WITH HEX NUT.
(2) BOLT DOWN
PENTA BOLTS
1"
"
DIA.
HOLE
TAPERED SPRING
" LONG
" -13NC X 3"
IN COVER (TYP.)
"N.J.D.O.T. FIBER" LOGO
5"
"
THICK
"A"
"A"
N.J.
D.O.T.
FIBER
CONDITIONS IN ACCORDANCE WITH ASTM G53, -40^F TO +140^F. DETERMINE CHEMICAL
RESISTANCE PROPERTIES USING ASTM D543 AND ASTM D570 FOR WATER ABSORPTION.
"NYLOCK" STYLE
LOCK NUT
LIFTING EYES
(6) CABLE BRACKETS (STAINLESS STEEL)
POLYMER CONCRETE COVER
6.
ENSURE THE MATERIALS ARE RESISTANT TO DIRECT FLAME AND HEAT IN ACCORDANCE
WITH ASTM D635.
7.
ENSURE ALL HARDWARE IS STAINLESS STEEL.
8.
MOUNT THREE PAIRS OF CABLE BRACKETS AT 120 DEGREES APART.
9.
FASTEN EACH CABLE BRACKET WITH A " DIA. X 1" LONG BOLT AND (1) HEX NUT, (2) FLAT
WASHERS.
10.
FACTORY ASSEMBLE THE JUNCTION BOX AND USE SILICON CAULKING FOR ALL FLANGE
JOINTS.
11.
ENSURE THE COVER SURFACE IS SKID RESISTANT WITH A COEFFICIENT OF FRICTION OF AT
LEAST 0.5.
12.
PERMANENTLY MOLD IDENTIFICATION OF THE COVER ON THE TOP SURFACE WITH "N.J.D.O.T.
FIBER".
13.
ENSURE THE COLOR OF THE COVER AND THE PART OF THE BOX THAT REMAINS VISIBLE AFTER
INSTALLATION IS "CONCRETE GREY".
14.
SET THE TOP OF THE POLYMER CONCRETE COVER FLUSH WITH THE TOP OF THE JUNCTION
BOX AT GRADE.
15.
PROVIDE AND INSTALL CONCRETE LOCK-IN FEATURE AROUND THE TOP OF THE BOX.
16.
LIMIT THE GAP FROM THE EDGE OF THE COVER TO THE INSIDE EDGE OF THE BOX TO A
MAXIMUM OF " +/- ".
17.
AS AN ALTERNATE, A SINGLE SECTION OR TWO SECTION JUNCTION BOX MAY BE SUPPLIED.
18.
VIBRATE AND COMPACT SOIL THOROUGHLY AROUND ENTIRE JB UP TO GRADE PER SECTION
203.03.02D OF NJDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION 2007.
19.
TERMINATE RIGID NON-METALLIC CONDUITS WITH BELL END FLUSH WITH THE INSIDE WALL
OF THE JUNCTION BOX.
20.
TERMINATE FLEXIBLE NON-METALLIC CONDUIT IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS
AND MANUFACTURER’S REQUIREMENTS. LAY FNMC ON THE GRAVEL/BROKEN STONE IN JB.
"A"
EXTEND CONDUIT ENDS 4" PAST THE INSIDE WALL OF THE JB.
21.
ENSURE CONDUITS ENTER INTO THE JUNCTION BOX PERPENDICULAR TO WALLS OR AS
APPROVED BY THE RE.
1’-0"
CLEAR OPENING
TOP & BOTTOM
6"
22.
CONCRETE 6" THICK.
3’-2"
1’-2"
JUNCTION BOX MADE OF
FIBERGLASS, PLASTIC
COMPOSITE MATERIAL,
RPM/ FRP COMBINATION
OR POLYMER CONCRETE
INSTALL A CONCRETE COLLAR AROUND THE TOP OF THE JUNCTION BOX OF CLASS "C"
SEE
BRACKET DETAIL
23.
FIELD DRILL ALL CONDUIT ENTRANCES INTO THE JUNCTION BOX WITH A HOLE SAW, OR
PUNCH OUT USING A HYDRAULIC HOLE PUNCH, UNLESS OTHERWISE DIRECTED BY THE RE.
24.
SAND ALL CONDUIT OPENINGS. AFTER THE CONDUITS ARE INSTALLED, SEAL ALL
CONDUIT ENTRANCES WITH AN EPOXY OR SILICON CAULK.
25.
PROVIDE AND INSTALL PROTECTIVE COVER WITH THE BOLT ASSEMBLY.
26.
PROVIDE AND INSTALL COMPACTED " GRAVEL OR BROKEN STONE.
27.
PROVIDE AND INSTALL GROUNDING ROD (NOT SHOWN) AS PER NEC.
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
4"
2’-8"
4’-0"
4"
6"
4"
30.000000:1.00000
10"
1’-2" FILL WITH " GRAVEL
scale=
"A"
ELEVATION
SECTION "A-A"
NOT TO SCALE
ITS-704-07
BDC-07D-03- ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:47
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
JUNCTION BOX ITS, TYPE A
JUNCTION BOX ITS TYPE A
DO NOT INSTALL THIS BOX IN THE
TRAVEL WAY AND SHOULDERS.
*
*
file=
C
1’-6"
1’-0"
1’-0"
1’-6"
4.5"
6"
1" KNOCK OUT WALL
A
A
N.J.
BOX WINDOWS
1"
D.O.T.
"
FIBER
4’-0"
3’-0"
1" KNOCK OUT WALL
dia.
3" x " x " HIGH
NON - SKID LUGS
CABLE RACK
SUPPORTS (4)
PICK
HOLE
MINIMUM WEIGHTS
UNDERSIDE OF COVER
SOLID LID
8"
WEIGHT OF FRAME = 265#
WEIGHT OF COVER = 175#
NOTES:
4.5"
"
3’- 2"
C
KNOCK-OUT WALL SECTION
2.
PROVIDE SUFFICIENT STEEL REINFORCEMENT PER ASTM-A615
(GRADE 60) (FS) = 24,000 psi. TO MEET THE LOADING
REQUIREMENTS.
3.
CONCRETE DESIGN STRESSES:
1"
3’-0"
5’-0"
CABLE RACK
SUPPORTS (4)
1’-4"
ENSURE THE ROADWAY JUNCTION BOX COMPLIES WITH AASHTO
HS20-44 OR TANDEM 24 KIP AXLES AT 4 FOOT CENTERS,
WHICHEVER GOVERNS, FOR LIVE LOADING.
"
TOP VIEW
1’-10"
1.
1’-10"
4’-0"
8"
1’-4"
1’-4"
1’-4"
2’-10"
CABLE RACK
SUPPORTS (4)
2"
3’-1"
3"
b. CLASS DESIGN STRENGTH .....................................................4,600psi
(IN ACCORDANCE WITH SECTION 914 OF THE SPECIFICATIONS)
3’-8"
1’-4"
1’-4"
COVER THE STEEL REINFORCEMENT WITH A MINIMUM OF 1" OF
CONCRETE.
SECTION A-A
RING AND COVER
BOX WINDOW
6"
6"
4’-0"
6"
CLASSA
a. SPECIFIED DESIGN COMPRESSIVE STRENGTH (F’C)..............4,000psi
4’-0"
5.
AFTER THE INSTALLATION OF CONDUIT, COMPLETELY SEAL
ALL OPEN RECESSES WITH BRICK AND GROUT.
6.
ENSURE THE RING AND COVER ARE MADE OF GRAY IRON, AND
COMPLY WITH AASHTO M105, ASTM A-48, CLASS 30B, WITH A
MIN. TENSILE STRENGTH OF 30,000 psi.
7.
SET THE TOP OF THE RING AND COVER AT ROADWAY GRADE.
BOX WINDOW
6"
"
BOX WINDOW
6"
6"
BOX WINDOW
4’-0"
NON-SKID LUG
(TYP.)
1’-2"
6"
TYP.
B
1’-2"
8.
4.5"
9.
B
1’-0"
6"
TERMINATE RIGID NON-METALLIC CONDUITS WITH BELL END FLUSH
WITH THE INSIDE WALL OF THE JUNCTION BOX.
6"
6" TYP.
6" TYP.
TERMINATE FLEXIBLE NON METALLIC CONDUIT (FNMC) IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS AND MANUFACTURERS
REQUIREMENTS. FNMC TO LAY ON THE GRAVEL/BROKEN STONE
6"
IN JB. CONDUIT ENDS TO EXTEND 4" PAST THE INSIDE WALL
OF JB.
8"
8"
~
5"
10.
BOX WINDOW
(TYP.)
MAINTAIN A 2" SEPARATION BETWEEN ADJACENT WALLS,
CONDUITS AND CABLE RACKS.
SIDE VIEW
FRONT VIEW
2"
CABLE RACK
SUPPORTS (4)
ENSURE CONDUITS ENTER INTO THE JUNCTION BOX
PERPENDICULAR TO WALLS OR AS APPROVED BY THE ENGINEER.
4’-0"
11.
PROVIDE 4 CABLE RACKS AS INDICATED.
12.
PROVIDE CERTIFICATION BY A PROFESSIONAL ENGINEER
FOR DESIGN CALCULATIONS SHOWING THE JUNCTION BOX MEETS
2’-8"
BOX WINDOW
ALL LOADING REQUIREMENTS.
13.
PROVIDE 8" THK. LAYER OF COMPACTED " GRAVEL OR
BROKEN STONE.
14.
PERMANENTLY MOLD IDENTIFICATION OF THE COVER
ON THE TOP SURFACE WITH "NJDOT FIBER".
15.
PROVIDE AND INSTALL GROUND ROD AS PER NEC REQUIREMENTS.
2’-0"
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
8"
1" DIA. GROUND ROD HOLES
(4 HOLES REQUIRED)
2’-2"
" GRAVEL OR BROKEN STONE
INSTALL COPPER GROUND
ROD - " DIA. X 12’ L
8" X 8" SQUARE HOLE.
SECTION C-C
8"
CABLE RACK
PROVIDE GALVANIZED STEEL OR
GLASS FILLED THERMOPLASTIC
INSERTS AS REQUIRED.
30.000000:1.00000
1’-2"
scale=
8"
3’-0"
NOT TO SCALE
6"(TYP.)
4’-0"
6"
ITS-704-08
6"
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:48
NEW JERSEY DEPARTMENT OF TRANSPORTATION
SECTION B-B
THREADED INSERT TAPPED FOR
ITS DETAILS
"~ BOLT N.C. CLASS 2 FREE FIT
THREAD. FURNISH GALVANISHED BOLTS "~
N.C. CLASS 2 FREE FIT, THREAD 1"
JUNCTION BOX ITS, TYPE B
LONG AND FLAT WASHERS " I.D. X 1" O.D.
JUNCTION BOX ITS TYPE B
CABLE RACK SUPPORTS
THIS JUNCTION BOX IS FOR INSTALLATION IN THE
TRAVELWAY AND SHOULDER.
file=
*
*
NOTES:
35"
35"
1.
A
ENSURE THE COVER IS FASTENED TO THE BOX WITH TWO " -13NC STAINLESS STEEL HEX BOLTS, LOCATED AT OPPOSITE
CORNERS OF THE COVER. BOLTS TO BE CAPTIVE TO LID.
2.
ENSURE THE COVER SURFACE IS SKID RESISTANT WITH A COEFFICIENT OF FRICTION OF AT LEAST 0.5.
3.
ENSURE THE DESIGN AND FABRICATION OF THE BOX AND COVER CONFORMS TO ALL ASPECTS OF ANSI/SCTE 77. ENSURE LOADING IS
ENSURE THE LOADING TIER 15.
4.
ENSURE THE JUNCTION BOX IS MADE OF FIBER POLYMER CONCRETE. ENSURE THE COVER IS MADE OF FIBER GLASS
REINFORCED POLYMER CONCRETE.
A
5.
ENSURE THE COLOR OF THE COVER AND ANY PART OF THE BOX VISIBLE WHEN IT IS INSTALLED, IS "CONCRETE GREY."
6.
ENSURE THE IDENTIFICATION OF THE COVER IS PERMANENTLY MOLDED ON THE TOP SURFACE WITH "NJDOT ITS".
7.
UNLESS OTHERWISE DIRECTED BY THE ENGINEER ALL CONDUIT ENTRANCES INTO THE JUNCTION BOX ARE TO BE FIELD
DRILLED WITH A HOLE SAW OR PUNCHED OUT USING A HYDRAULIC HOLE PUNCH.
" x 4" LIFT
24"
24"
NJDOT I.T.S.
SLOT (2x)
8.
ALL CONDUIT OPENINGS MUST BE SANDED. AFTER THE CONDUITS ARE INSTALLED, ALL CONDUIT ENTRANCES MUST
BE SEALED WITH AN EPOXY PUTTY OR SILICON CAULK.
9.
IN GRASS OR DIRT AREAS, A CONCRETE PAD, CLASS "C", MUST BE POURED AROUND THE TOP OF THE JUNCTION BOX.
ELEC.
10.
COMPACTED " GRAVEL OR BROKEN STONE IS REQUIRED BELOW THE BOX.
SUPPLY AN ADDITIONAL SIX (6) INCHES OF TIGHTLY COMPACTED " CLEAN STONE PLACED IN BOTTOM OF BOX.
11.
SKID RESISTANT
COVER BOLT DOWN
SURFACE
(SEE DETAIL)
PROVIDE A CONCRETE LOCK-IN FEATURE AT THE TOP OF THE BOX. ACTUAL DESIGN CAN VARY PER MANUFACTURER.
12.
ENSURE THE GAP FROM THE EDGE OF THE COVER TO THE INSIDE EDGE OF THE BOX IS A MAXIMUM OF " +/- ".
13.
ENSURE THE TOP OF THE POLYMER CONCRETE COVER IS SET FLUSH WITH THE TOP OF THE JUNCTION BOX.
14.
PROVIDE EMBOSSED CERTIFICATION BY A PROFESSIONAL ENGINEER OF TEST RESULTS SHOWING THAT THE JUNCTION BOX
AND COVER MEET THE DESIGN SPECIFIED LOADING REQUIREMENTS.
15.
UTILIZE BOX EXTENSION TO PROVIDE REQUIRED DEPTH.
16.
SUPPLY BOX WITH CABLE RACK SYSTEMS AFFIXED TO BOTH LONG SIDES OF THE BOX FOR STORAGE OF CABLE SLACK.
3"
17. THE BOX MUST MEET REQUIREMENTS OF NEC ARTICLE 314.
18. ALL EXPOSED HARDWARE TO BE STAINLESS STEEL.
19. DIMENSIONS ARE TYPICAL. ENSURE CUT SHEETS ARE SUBMITTED FOR APPROVAL FOR THE EXACT BOX TO BE UTILIZED.
THE BOX IS TO HAVE AN OPEN BOTTOM.
COVER
TOP VIEW (COVER NOT SHOWN)
BEARING
LEDGE
COVER
6"
" - 13 NC X 2 S.S.
HEX-HEAD CAPTIVE BOLT
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
BOX
39"
28"
6"
’ MIN.
3"
SELF-CENTERING
CORRISION
RESISTANT NUT
COVER BOLT DOWN DETAIL
scale=
30.000000:1.00000
36"
12"
NOT TO SCALE
ITS-704-09
BDC-11D-03- ORIGINAL SHEET
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:48
NEW JERSEY DEPARTMENT OF TRANSPORTATION
42"
ELEVATION
ITS DETAILS
34"
SIDE VIEW
SECTION A-A
JUNCTION BOX ITS TYPE C
*
*
file=
NOTES:
1.
74"
COVER BOLT DOWN
DEEP C’BORE
74"
(SEE DETAIL)
ENSURE THE COVER IS FASTENED TO THE BOX WITH TWO (2) " -13NC STAINLESS STEEL HEX BOLTS, LOCATED AT OPPOSITE
CORNERS OF THE COVER. ENSURE BOLTS ARE CAPTIVE TO LID.
" X 4" MIN PULL SLOT
WITH " MIN CTR PIN
2.
4 PLACES
3.
ENSURE THE COVER SURFACE IS SKID RESISTANT WITH A COEFFICIENT OF FRICTION OF AT LEAST 0.5.
ENSURE THE DESIGN AND FABRICATION OF THE BOX AND COVER CONFORMS TO ALL ASPECTS OF ANSI/SCTE 77.
ENSURE LOADING IS TIER 22.
4.
ENSURE THE JUNCTION BOX IS PRECAST POLYMER CONCRETE. ENSURE THE COVER IS MADE OF FIBER GLASS
REINFORCED POLYMER CONCRETE.
5.
ENSURE THE COLOR OF THE COVER AND ANY PART OF THE BOX VISIBLE WHEN IT IS INSTALLED, IS "CONCRETE GREY."
6.
ENSURE THE IDENTIFICATION OF THE COVER IS PERMANENTLY MOLDED ON THE TOP SURFACE WITH "NJDOT ITS".
7.
UNLESS OTHERWISE DIRECTED BY THE ENGINEER ALL CONDUIT ENTRANCES INTO THE JUNCTION BOX ARE TO BE FIELD
DRILLED WITH A HOLE SAW OR PUNCHED OUT USING A HYDRAULIC HOLE PUNCH.
8.
"
39"
ELEC
NJDOT ITS
NJDOT ITS
COMM
BE SEALED WITH AN EPOXY PUTTY OR SILICON CAULK.
9.
10.
39"
ELECTRICAL POWER
ALL CONDUIT OPENINGS MUST BE SANDED. AFTER THE CONDUITS ARE INSTALLED, ALL CONDUIT ENTRANCES MUST
IN GRASS OR DIRT AREAS, A CONCRETE PAD, CLASS "C", MUST BE POURED AROUND THE TOP OF THE JUNCTION BOX.
COMPACTED " GRAVEL OR BROKEN STONE IS REQUIRED BELOW THE BOX.
SUPPLY AN ADDITIONAL SIX (6) INCHES OF TIGHTLY COMPACTED " CLEAN STONE PLACED IN BOTTOM OF BOX.
COMMUNICATIONS
11.
PROVIDE A CONCRETE LOCK-IN FEATURE AT THE TOP OF THE BOX. ACTUAL DESIGN CAN VARY PER MANUFACTURER.
12.
ENSURE THE GAP FROM THE EDGE OF THE COVER TO THE INSIDE EDGE OF THE BOX IS A MAXIMUM OF " +/- ".
13.
ENSURE THE TOP OF THE POLYMER CONCRETE COVER IS SET FLUSH WITH THE TOP OF THE JUNCTION BOX.
14.
PROVIDE CERTIFICATION BY A PROFESSIONAL ENGINEER OF TEST RESULTS SHOWING THAT THE JUNCTION BOX
AND COVER MEET THE DESIGN SPECIFIED LOADING REQUIREMENTS.
SKID RESISTANT
SURFACE
15.
UTILIZE BOX EXTENSION TO PROVIDE REQUIRED DEPTH.
16.
SUPPLY BOX WITH CABLE RACK SYSTEMS AFFIXED TO BOTH LONG SIDES OF THE BOX FOR STORAGE OF CABLE SLACK.
17.
THE BOX MUST MEET REQUIREMENTS OF NEC ARTICLE 314.
18.
ALL EXPOSED HARDWARE TO BE STAINLESS STEEL.
19.
DIMENSIONS ARE TYPICAL. ENSURE CUT SHEETS ARE SUBMITTED FOR APPROVAL FOR THE EXACT BOX TO BE UTILIZED.
3"
DIVIDER PANEL
TOP VIEW (COVER NOT SHOWN)
THE BOX IS TO HAVE AN OPEN BOTTOM.
COVER
BEARING
LEDGE
COVER
6"
" - 13 NC X 2 S.S.
HEX-HEAD CAPTIVE BOLT
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
BOX
78"
43"
(4) -" DIA. BOLT
TO RETAIN
6"
" MIN.
LIFT SLING
SELF-CENTERING
CORRISION
RESISTANT NUT
scale=
30.000000:1.00000
6"
COVER BOLT DOWN DETAIL
48"
NOT TO SCALE
ITS-704-10
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BDC-11D-03 - ORIGINAL SHEET
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:48
6"
ITS DETAILS
77"
42"
JUNCTION BOX ITS TYPE D
ELEVATION
SIDE VIEW
SECTION A-A
*
*
file=
DESIGN SPECIFICATIONS:
UTILIZE 2009 AASHTO STANDARD SPECIFICATIONS FOR
STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND
TRAFFIC SIGNALS WITH THE LATEST INTERIM.
NO SPLICING ALLOWED.
THE COMPOSITE COMMUNICATION
CABLE TO BE PREWIRED WITH
A CONTINUOUS RUN TO THE
GROUND MOUNTED CONTROLLER.
DESIGN WIND VELOCITY
80 M.P.H. (APPENDIX C)
DESIGN ICE LOAD
3 P.S.F.
FATIGUE CATEGORY
2
50 YEARS
DESIGN LIFE
TENON
(8)" X 3"
SLOTTED HOLES
TENON
ENSURE ALL LOADS APPLIED TO ALL MEMBERS HAVE BEEN
TAKEN INTO ACCOUNT FOR STRENGTH DESIGN, AND ALL
WELDED STRUCTURAL DETAILS HAVE BEEN ANALYZED
5" DIA. CENTER HOLE
AGAINST FATIGUE. THE DESIGN ANALYSIS IS NOT LIMITED TO POLE,
BUT OTHER COMPONENTS LIKE ACCESS DOOR, TENON, LOWERING DEVICE,
WINCH ASSEMBLY, BASE PLATE, POLE-TO-BASE CONNECTION,
ANCHOR BOLTS EMBEDMENT, ETC., MUST ALSO BE CONSIDERED.
"
19" 17"
ENSURE MAXIMUM HORIZONTAL DEFLECTION AT THE TOP OF
THE POLE COMPLETELY ASSEMBLED WITH CCTV CAMERA
AND ALL FIXTURES ATTACHED DOES NOT EXCEED 2 INCHES
FROM THE CENTER LINE DUE TO A 40 MPH (GUST FACTOR 1.3)
SEE TENON ASSEMBLY
DETAIL AND POLE TOP
PLATE DETAIL
WIND SPEED (APPENDIX C WIND PRESSURE FORMULA)
MINIMUM 60% PENETRATION WELD. A 100% FULL
PENETRATION WELD AND GROUND SMOOTH IS REQUIRED
FOR:
1. A DISTANCE OF 6" AT THE END OF THE BASE.
2. A DISTANCE OF 6" ON EACH SIDE OF FULL PENETRATION
WELD JOINT.
3. A DISTANCE OF THE SLIP JOINT PLUS 6" AT THE FEMALE
END.
ROUND OR MINIMUM
18 SIDED STEEL
TAPERED
POLE.
SUBMIT DETAIL PLANS AND DESIGN CALCULATIONS OF CAMERA STANDARD
POLES WITH CAMERA SHOWING STRENGTH, FATIGUE AND DEFLECTION
CHECKS. SHOW CAMERA ASSEMBLY WEIGHT, INCLUDING LOWERING DEVICE
AND EFFECTIVE PROJECTED AREA (EPA). ENSURE THE DESIGN CALCULATIONS
AND WORKING DRAWINGS ARE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER.
1"
MATERIALS:
ENSURE THE POLE MATERIAL CONFORMS TO ASTM
SPECIFICATIONS A595,GRADE A (MIN. YIELD POINT 55 KSI) OR GRADE B
(MIN YIELD POINT 60 KSI). TENON MATERIAL CONFIRMS TO ASTM A53, GRADE
B (MIN. YIELD POINT 35 KSI). THE POLE TAPER TO BE 0.14 IN./FT. MAX.
TWO SEGMENTS MUST BE THE SAME MATERIAL. AS AN ALTERNATE THE POLE
(18 SIDED MIN.) AND TENON MAY BE FORMED FROM STEEL CONFORMING TO
ASTM A572 GRADE 55 OR GRADE 60. ALL OTHER STEEL CONFORMS TO ASTM
SPECIFICATION A709(AASTHO M270) GRADE 36 OR GRADE 50. ENSURE ALL
POLES REGARDLESS OF THICKNESS AND ALL OTHER STEEL PLATES GREATER
THAN " THICKNESS MEET THE AASHTO REQUIREMENTS FOR NOTCH
TOUGHNESS (CHARPY TESTING) ZONE 2. GALVANIZE BOTH UNITS OF THE
POLE AND TENON PER ASTM A123 AFTER FABRICATION.
TENON PLATE
VISUALLY INSPECT THE FINAL WELD INSIDE AND OUTSIDE.
POLE
SLIP JOINT DETAIL
TYPICAL LONGITUDINAL SEAM WELD
POLE TOP / TENON PLATES DETAIL
1. MIN. OVERLAP LENGTH 1.5 X THE
INSIDE DIA. OF THE FEMALE
SECTION.
2. SNUG FIT WITH MAX.
DEVIATION OF "
TOP DIA OF TUBE +"
PROCURE BOLTS/ANCHOR BOLTS, NUTS AND WASHERS AS A PACKAGE FROM
THE MANUFACTURER.
ENSURE ANCHOR BOLT MATERIALS CONFORM TO ASTM
F1554, GRADE 55. GALVANIZE THE ANCHOR BOLTS
PER ASTM A153, CLASS C AFTER THREADING FOR THE
FULL LENGTH OF THE BOLT, AS WELL AS NUTS AND WASHERS.
(4)-2" DIA. HOLES
HIGH STRENGTH BOLTS, NUTS AND WASHERS TO BE GALVANIZED PER
ASTM A153 CLASS C.
30" DIA. BOLT CIRCLE
PROVIDE STAINLESS STEEL FASTENERS (INCLUDING BOLTS,
NUTS AND WASHERS) CONFORMING TO CURRENT ASTM
A320, GRADE B8, CLASS 2 (AISI TYPE 304) AND STRAIN
HARDENED. ALTERNATE MATERIALS PROPOSED TO BE USED FOR FASTNERS
MUST BE PRE-APPROVED SEPERATELY PRIOR TO SUBMISSION OF WORKING
DRAWINGS.
19" 17"
30"
3/16 "
CONTINUOUS
WELD
55’ (TYPE B)
75’ (TYPE A)
M
T
UPPER
ALL CONCRETE TO BE "CLASS B" AS DEFINED IN THE
NJDOT STANDARD SPECIFICATIONS.
CP
NOTES:
30"
"
(8)" DIA. HOLES
1.
45^
45^
"
" X 1"
BACKUP STRIP
T
LOWER
POLE TOP PLATE
SECTION A-A (BASE PLATE)
(BOLTS NOT SHOWN)
FULL PENETRATION DETAIL
ENSURE STEEL POLE CONSISTS OF A MAXIMUM OF TWO
STEEL SECTIONS.THE LOWER SECTION TO BE A MIN. OF 40 FT AND
MAXIMUM OF 50’ LONG WITH A MIN. THICKNESS OF " WITH ONLY
ONE LONGITUDINAL SEAM WELD. IF THE POLE DIA. IS GREATER
THAN 24 INCHES, TWO LONGITUDINAL SEAM WELDS WILL BE PERMITTED.
EITHER SLIP JOINTS OR FULL PENETRATION WELD JOINTS ARE ACCEPTABLE,
SEE SLIP JOINT AND FULL PENETRATION DETAILS. LAMINATED TUBES ARE NOT
PERMITTED. SEE TYPICAL LONGITUDINAL SEAM WELD DETAIL.
2. ENSURE THAT THE POLE DIAMETER IS SUFFICIENT TO ACCOMMODATE THE
WINCH / MOTOR ASSEMBLY COMPLETELY INSIDE THE POLE.
" DIA. ROD WITH 1" I.D. OPPOSITE
SLOT FOR WIRE TIE-OFF (TYP.)
(CABLE GUIDE)
6" O.D. X " WALL X 1’-0"
LONG TENON
1"
"
2 HOLD DOWN HEX NUTS
AND 1 FLAT WASHER
PER BOLT
1 LEVELING HEX NUT
AND 1 FLAT WASHER
PER BOLT
WELD
5" X 1" SLOT CUT IN
TENON WALL FOR CABLE
AND PULLEY ACCESS
BASE PLATE
6. DO NOT GROUT UNDER THE POLE .
2"
7. PROVIDE ONE (1) LEVELING HEX NUT, TWO (2) HOLD DOWN
HEX NUTS AND TWO (2) FLAT WASHERS PER ANCHOR BOLT. (SEE SKETCH A)
DETERMINE THE PROPER LENGTH OF THE ANCHOR BOLT FOR
CJP
pen table=
FINISHED GRADE
1" MAX. FROM THE BOTTOM
OF THE LEVELING NUT TO THE
TOP OF THE CONCRETE FOUNDATION
1" MIN.
FROM I.D.
8. ENSURE WELDING CONFORMS TO THE ANSI/AWS D1.1
STRUCTURAL WELDING CODE-STEEL, WITH NJDOT
AMENDMENTS IN NJDOT STANDARD SPECIFICATIONS. ENSURE WELDING
INSPECTION AND FULL PENETRATION WELD NONDESTRUCTIVE
TESTING CONFORM TO AWS D1.1. UNLESS OTHERWISE SPECIFIED.
1" MIN.
FROM I.D.
GALVANIZED SCREEN
3" x "
WITH STAINLESS STEEL
BACK-UP RING
NUT, BOLT & FLAT WASHER
SKETCH "A"
" THICK
TENON PLATE
WITH 5" DIA.
CENTER HOLE
"
T = TUBE WALL THICKNESS
2"
PROJECTION AND EMBEDMENT. THE CLEARANCE BETWEEN THE
TOP OF THE FOUNDATION AND THE BOTTOM OF THE
LEVELING NUT NOT TO EXCEED 1". THE PROJECTION
LENGTH TO BE A MINIMUM OF 9".
7"
1"
45^
(T + 0.44) X T
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
" DIA. HOLE
0.25
TOP OF FOUNDATION
4. PROVIDE A GALVANIZED SCREEN, WRAPPED AROUND THE
BASE OF POLE.
5. ENSURE THE GALVANIZED SCREEN HAS NO MORE THAN "
OPENINGS AND IS HELD TOGETHER WITH STAINLESS STEEL
NUT, BOLT AND FLAT WASHER.
" DIA. HOLE
CONTINUOUS
3. PROVIDE NEOPRENE DOOR GASKET CEMENTED TO DOOR.
(4)" X 2"
GALVANIZED A325 BOLT W/HEX
NUT, (1) WASHER &
(1) LOCK WASHER
1" THICK POLE TOP PLATE
BASE PLATE
TENON ASSEMBLY DETAIL
SEE TYP. LONGITUDINAL
SEAM WELD DETAIL
9. LOCATE TOP, CENTER AND BOTTOM ELECTRICAL CABLE
GUIDES WITHIN THE POLE AND ALIGN WITH EACH OTHER.
POSITION THE BOTTOM CABLE GUIDE 2 INCHES BELOW THE
BOTTOM OF THE ACCESS DOOR AND THE TOP CABLE GUIDE 1 INCH DIRECTLY
BELOW THE TOP OF TENON. POSITION TWO PARKING
STANDS A MAXIMUM OF 2" INCHES BELOW THE TOP OF
THE ACCESS DOOR AND LOCATED AT 90^ AND 270^ FROM THE
ACCESS DOOR. ENSURE EACH CABLE GUIDE IS " WIRE EYE
BOLT HAVING 1" INTERNAL DIA. FOR WIRE TIE OFF.
10. ENSURE THE TIGHTENING PROCEDURE FOR ANCHOR BOLTS CONFORMS WITH
SECTION 6.9 OF THE 2005 FHWA " GUIDELINES FOR THE
INSTALLATION, INSPECTION, MAINTENANCE AND REPAIR OF STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS".
OPENING FOR ACCESS DOOR
scale=
30.000000:1.00000
(SEE ACCESS DOOR DETAIL,
SHEET 2 OF 3)
SEE SKETCH "A"
NOT TO SCALE
POLE
A
GROUND LUGS ( TO BE LOCATED
FOR EASY ACCESS THRU ACCESS DOOR )
FINISHED GRADE
A
" NUT HOLDER
2 REQ. @ 180%%d
" DIA. S.S.BOLTS
WITH S.S. WASHERS
& NUTS
(4)- 1" DIA.
GALVANIZED ANCHOR BOLTS
BDC-07D-03- ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
27-SEP-2011 08:48
date=
TPOKEEG
JUNCTION BOX LOCATION
& SIZE AS SHOWN ON
ELEVATION
ID=
3 #8 IN 1" FLEXIBLE CONDUIT
TO DISTRIBUTION PANEL
DRILL " DIA. HOLE
IN GROUND LUGS
#1/0 BARE GROUND WIRE
CONDUIT REDUCER
GROUNDING CLAMP
SCREEN
NEW JERSEY DEPARTMENT OF TRANSPORTATION
GROUNDING BUSHING
#8 BARE GROUND BONDING WIRE
PLAN SHEETS
FINISHED GRADE
ITS DETAILS
1"
CAMERA STANDARD TYPE A, B
SEE FOUNDATION
CONCRETE FOUNDATION
GROUNDING BUSHING
TYPE CSS DETAIL
2’ MAX
ANCHOR BOLT ASSEMBLY
TWO #1/0 BARE
WIRE EYES
CHANNEL
COUPLINGS
90^
270^
ITS-704-11
DOWN CONDUCTORS
L.D.ARM #1
PARK STAND
NUMBER OF CONDUITS (2 MIN.) AND SIZE
#8 GROUND WIRE
SLOPE
CAMERA SURVEILLANCE SYSTEM
CAMERA STANDARD TYPE A & B
AS SHOWN ON THE PLAN SHEET.
0^
DOWN CONDUCTOR
#8 BARE GROUND BONDING WIRE
ACCESS DOOR
ORIENTATION VIEW
file=
"
" X 12’ LONG GROUND ROD
GROUND LUGS DETAIL
LIGHTNING & BONDING DETAIL
SHEET 1 OF 3
*
*
POLE / TUBE (TYP.)
(4)-#10-32 (NF) X 1" LONG
S.S. BOLTS WITH S.S. FLAT
WASHERS AND S.S.
HEX NUTS
" DIA. ROD, PARK
STANDS (TYP.)
(INSIDE SHAFT WALL)
FILLET WELD SIZE " MIN. IF THE
WALL THICKNESS IS GREATER
THAN ", WELD SIZE TO BE
EQUAL TO WALL THICKNESS
OF POLE.
CABLE GUIDES (TYP.)
"
1"
10" X 30" ACCESS DOOR HOLE
FRAME (4" W X " THK.) MIN.
THK. BAR
(4) -" DIA. S.S. BOLT WITH S.S. HEX NUT
GALVANIZED DOOR
WITH NEOPRENE
GASKET
2
"
"
"
NEOPRENE
GASKET
GALVANIZED DOOR
WITH NEOPRENE
GASKET
ONE PIECE CONTINUOUS
PIANO STYLE S.S. PLAIN
SURFACE HINGE W/ WELDED
PIN (18" LONG)
10"
"
" W X" THK. X 1" LONG
A36 GALVANIZED ANGLE
NOTE: THE ANGLE IS TO BE
WELDED PRIOR TO GALVANIZING
THE POLE.
PARK STAND (TYP.)
ALL BRASS CCL LOCK #A15481RS-LS
KEYED ALIKE FOR KEY #2, PROVIDED
WITH DUST CAP. PROVIDE TWO KEYS
WITH EACH POLE
2"
SECTION Y-Y
TYP.
ACCESS DOOR FRAME
(4" X" THK.) MIN.
30"
STEEL POLE
STEEL PLATE
"Y"
10"
"Y"
RECTANGULAR STRUCTURAL TUBE
CABLE GUIDE (TYP.)
2"
(2) -" NUT HOLDER @ 180%%d
WITH FASTENERS FOR GROUND
LUGS
pen table=
18"
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
6"
(4)-" DIA. S.S. BOLT WITH
S.S. HEX NUT (TYP.)
ACCESS DOOR DETAIL
scale=
30.000000:1.00000
(10" X 30" CLEAR OPENING)
NOT TO SCALE
ITS-704-12
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:48
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ACCESS DOOR COVER DETAIL
ITS DETAILS
(FACTORY ASSEMBLED, TUBE & FRAME NOT SHOWN)
CAMERA SURVEILLANCE SYSTEM
CAMERA STANDARD TYPE A & B
SHEET 2 OF 3
*
*
file=
THE DIMENSIONS OF THE MOUNTING TUBE-
PLATE ASSEMBLY AND WELD SIZE TO BE
CONTINUOUS CJP
DETERMINED BY THE MANUFACTURER TO
2" MIN. GAP
ENSURE THE ASSEMBLY CAN WITHSTAND
ALL LOADS FROM WINCH/CAMERA LOWERING
2’-6"
ALUMINUM AIR TERMINAL
" DIAMETER
(BEVEL THE PLATE
DEVICE SYSTEM.
END IF NECESSARY)
8 GAUGE STAINLESS STEEL
(4 PER CLAMP)-" DIA.- S.S. BOLTS
WITH TWO S.S. WASHERS, ONE LOCK
WASHER AND ONE NUT PER BOLT.
WELD THE TWO PLATES OF THE ASSEMBLY
INSIDE THE POLE PRIOR TO GALVANIZING.
SECTION A-A
ENSURE NO CRACKING AT WELDS.
POSITION THE WINCH ASSEMBLY SO THAT
60"
SLOT FOR CABLES AND
LOWERING DEVICE WIRE
THE WINCH SHAFT CAN ACCOMMODATE THE
DRILL ADAPTER ASSEMBLY AND MANUAL
HAND CRANK ASSEMBLY.
WINCH MOUNTING HOLES TO BE
PREDRILLED BY POLE MANUFACTURER.
AIR TERMINAL
OBTAIN THE WINCH MOUNTING HOLES
TEMPLATE FROM LOWERING DEVICE
MANUFACTURER.
MAST ARM
AIR TERMINAL CLAMPS
(3 REQUIRED)
CAMERA STANDARD
MOUNTING TUBE-PLATE ASSEMBLY
(WINCH NOT SHOWN)
6"
A
A
6"
2"
2" TO 6" MAX.
AIR TERMINAL
INTERNAL PERMANENT WINCH ASSEMBLY
AIR TERMINAL CLAMP DETAIL
ACCESS DOOR AREA
NOTES:
WINCH SHAFT
1. PROVIDE SEALED, SELF LUBRICATED BEARINGS, OIL TIGHT BRONZE
BEARINGS OR SINTERED BRONZE BUSHINGS WITH ALL PULLEYS
FOR THE CAMERA LOWERING DEVICE.
GFI RECEPTACLE, CONDUITS AND
WIRES TO BE PROVIDED AND
INSTALLED FOR ELECTRICAL POWER
TO OPERATE THE HEAVY DUTY
DRILL SUPPLIED IN THE PROJECT.
TENON CABLE GUIDE
6"
HOT DIPPED GAL. STEEL MAST ARM
PREWIRED POWER, VIDEO
AND COMMUNICATIONS
10"
COMPOSITE CABLE
HOLLOW STRUCTURAL TUBE
CABLE GUIDE
3. PROTECT ALL ELECTRICAL AND VIDEO COAXIAL CONNECTIONS
BETWEEN THE FIXED AND LOWERABLE PORTION OF THE CONTACT
BLOCK FROM EXPOSURE TO THE WEATHER WITH A
WATERPROOF SEAL TO PREVENT DEGRADATION OF THE
ELECTRICAL CONTACTS.
PULLEY (TYP.)
STEEL PLATE
PERMANENT DIVIDER
1-1/4" CUSTOM GALVANIZED
STEEL CONDUIT MOUNT
ADAPTER
24"
ALUMINUM OR STAINLESS
CAMERA STANDARD
STEEL DISCONNECT UNIT COVER,
LOWERING DEVICE CABLE
CONNECTORS
CONCRETE FOUNDATION,
CONTROL CABLE
CONDUITS ARE NOT SHOWN
CAMERA JUNCTION BOX
PROVIDED WITH STAINLESS
TRANSITION TO
PVC CONDUIT
STEEL QUICK DISCONNECT
TOGGLE BOLTS
ONE STAINLESS STEEL
NUT, BOLT & FLATWASHER
ANCHOR BOLT
(TYP.)
2. ENSURE THE LOWERING CABLE HAS A MINIMUM OF " DIAMETER
STAINLESS STEEL AIRCRAFT CABLE WITH A MINIMUM BREAKING
STRENGTH OF 1740 POUNDS WITH (7) STRANDS OF 19 WIRE EACH.
4. DESIGN THE ELECTRICAL CONNECTIONS BETWEEN THE FIXED AND
MOVABLE LOWERING DEVICE COMPONENTS TO CONDUCT HIGH
FREQUENCY DATA BITS AND ONE (1) VOLT PEAK-TO-PEAK VIDEO
SIGNALS AS WELL AS THE POWER REQUIREMENTS FOR OPERATION
OF DOME ENVIRONMENTAL CONTROLS.
5. PROVIDE INTERFACE AND LOCKING COMPONENTS MADE OF
STAINLESS STEEL.
6. ENSURE THE SUSPENSION CONTACT UNIT HAS LOAD CAPACITY OF
600 LBS. WITH A MINIMUM OF 4 TO 1 SAFETY FACTOR.
7. SUPPLY DRILL, ADAPTOR ASSEMBLY AND MANUAL HAND CRANK
ASSEMBLY AS SHOWN.
WEATHER DOME
CAMERA HOUSING
PVC CONDUIT
CAMERA BOX
SIDE VIEW
FRONT VIEW
(DOOR NOT SHOWN)
(DOOR NOT SHOWN)
8. INCLUDE INTERNAL PERMANENT WINCH ASSEMBLY AND GFI RECEPTACLE
BOX MOUNTING DETAILS, IN THE WORKING DRAWINGS FOR APPROVAL.
9. DURING THE INSTALLATION OF THE FIRST CAMERA SURVEILLANCE SYSTEM IN THE
PROJECT PROCURE ASSISTANCE FROM THE LOWERING DEVICE MANUFACTURER. THE
FACTORY REPRESENTATIVE OF THE LOWERING DEVICE MANUFACTURER IS
DOME CAMERA AND LOWERING DEVICE ASSEMBLY
WINCH ASSEMBLY MOUNTING DETAIL
REQUIRED TO BE PRESENT DURING THE ASSEMBLY AND TESTING OF THE VERY
FIRST LOWERING DEVICE AND WINCH ASSEMBLY ON THE CAMERA STANDARD.
FOR SUBSEQUENT INSTALLATIONS WITHIN THE SAME PROJECT, IF A FACTORY
REPRESENTATIVE OF THE LOWERING DEVICE MANUFACTURER IS NOT PROVIDED
THEN A CERTIFICATION FROM THE LOWERING DEVICE MANUFACTURER WILL BE
REQUIRED STATING THAT THE CONTRACTOR HAS BEEN INSTRUCTED AND TRAINED
ON THE INSTALLATION, OPERATION AND SAFETY FEATURES OF THE LOWERING
DEVICE AND WINCH ASSEMBLY.
(LINE DIAGRAM)
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
10. ARRANGE FOR AND PROVIDE "ON SITE" OPERATIONAL INSTRUCTIONS
AND TRAINING TO DOT-ITS MAINTENANCE PERSONNEL.
BLACK OXIDE COATED STEEL
21" TO 27" AS NEEDED
PART RELEASE
ACCESS
BLACK OXIDE
scale=
30.000000:1.00000
COATED STEEL
304 STAINLESS
" HEX
ALUMINUM
ROTATING HANDLE TO
STEADY ASSEMBLY
TORQUE
LIMITER
EXTENSION SHAFT
1 " HEX
SOCKET
NOT TO SCALE
PHENOLIC PLASTIC
WINCH HANDLE
EXTENSION
1 " IMPACT
SOCKET
SHAFT
8"
PART RELEASE
ACCESS
ITS-704-13
ZINC DICHROMATE COATED STEEL
" DRILL
CHUCK
" DRIVE
WINCH SHAFT
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ADAPTER
BDC-07D-03- ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:48
23" TO 30" AS NEEDED
ITS DETAILS
REVERSIBLE " HEAVY DUTY DRILL
WITH TORQUE LIMITED CLUTCH EQUIPPED
DRILL ADAPTER ASSEMBLY
(LINE DIAGRAM)
MANUAL HAND CRANK ASSEMBLY
(LINE DIAGRAM)
CAMERA SURVEILLANCE SYSTEM
CAMERA STANDARD TYPE A & B
SHEET 3 OF 3
*
*
file=
DESIGN SPECIFICATIONS:
BOLT CIRCLE
(MUST MATCH MOUNTING FOOTPRINT
FOR PAN AND TILT DRIVE)
180%%d
"
DRILL & TAP
AS REQUIRED
CONTINUOUS
POLE TOP O.D.
PLUS 2-1/2" MIN.
WELD
CJP
0.25
CAMERA MOUNTING TOP PLATE
(SEE DETAIL B)
(T + 0.44) X T
45^
T = TUBE WALL THICKNESS
2"
9"
UTILIZE 2009 AASHTO STANDARD SPECIFICATIONS FOR
STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND
TRAFFIC SIGNALS WITH THE LATEST INTERIM.
DESIGN WIND VELOCITY
DESIGN ICE LOAD
FATIGUE CATEGORY
DESIGN LIFE
1" DIA. HOLE
(DEBURRED)
ENSURE ALL LOADS APPLIED TO ALL MEMBERS HAVE BEEN
TAKEN INTO ACCOUNT FOR STRENGTH DESIGN, AND ALL
WELDED STRUCTURAL DETAILS HAVE BEEN ANALYZED
1" THK. CAMERA
MOUNTING TOP PLATE
AGAINST FATIGUE. THE DESIGN ANALYSIS IS NOT LIMITED TO
POLE, BUT OTHER COMPONENTS LIKE ACCESS DOOR AND HANDHOLE
OPENINGS/FRAMES, CAMERA MOUNTING TOP PLATE, CAMERA WEIGHT, AIR TERMINAL,
BASE PLATE, POLE-TO-BASE CONNECTION, ANCHOR BOLTS EMBEDMENT, ETC.,
MUST ALSO BE CONSIDERED.
270%%d
90%%d
45%%d
ENSURE MAXIMUM HORIZONTAL DEFLECTION AT THE TOP OF
THE POLE COMPLETELY ASSEMBLED WITH CCTV CAMERA
AND ALL FIXTURES ATTACHED DOES NOT EXCEED 2 INCHES
FROM THE CENTER LINE DUE TO A 40 MPH (GUST FACTOR 1.3)
WIND SPEED (APPENDIX C WIND PRESSURE FORMULA)
1" MIN.
FROM I.D.
1" MIN.
FROM I.D.
3" x "
J HOOK
0%%d
BACK-UP RING
3" X 5" HANDHOLE (CLEAR OPENING)
WITH " THICK COVER
ONE (1) - REQ’D.
80 M.P.H. (APPENDIX C)
3 P.S.F.
2
50 YEARS
SUBMIT DETAIL PLANS AND DESIGN CALCULATIONS OF CAMERA STANDARD
POLES WITH CAMERA SHOWING STRENGTH, FATIGUE AND DEFLECTION
CHECKS. SHOW CAMERA ASSEMBLY WEIGHT, INCLUDING LOWERING DEVICE
AND EFFECTIVE PROJECTED AREA (EPA). ENSURE THE DESIGN CALCULATIONS
AND WORKING DRAWINGS ARE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER.
BASE PLATE
CAMERA MOUNTING
TOP PLATE
1"
MATERIALS:
ENSURE THE POLE MATERIAL CONFORMS TO ASTM SPECIFICATIONS A595,
GRADE A (MIN. YIELD POINT 55 KSI). AS AN ALTERNATE THE POLE (18 SIDED MIN.)
MAY BE FORMED FROM STEEL CONFORMING TO ASTM A36 OR A572
GRADE 55. ALL OTHER STEEL CONFORMS TO ASTM SPECIFICATION A709
(AASTHO M270) GRADE 36 OR GRADE 50. ENSURE ALL POLES REGARDLESS
OF THICKNESS AND ALL OTHER STEEL PLATES GREATER THAN " THICKNESS
MEET THE AASHTO REQUIREMENTS FOR NOTCH TOUGHNESS
(CHARPY TESTING) ZONE 2. GALVANIZE THE ENTIRE UNIT OF THE POLE
PER ASTM A123 AFTER FABRICATION.
POLE
"
2 HOLD DOWN HEX NUTS
AND 1 FLAT WASHER
PER BOLT
1 LEVELING HEX NUT
AND 1 FLAT WASHER
PER BOLT
CONTRACTOR IS RESPONSIBLE TO PROCURE BOLTS/ANCHOR BOLTS, NUTS
AND WASHERS AS A PACKAGE FROM THE MANUFACTURER AND TO ENSURE
SAFE INSTALLATION.
DETAIL B
BASE PLATE
ENSURE ANCHOR BOLT MATERIALS CONFORM TO ASTM
F1554, GRADE 55. GALVANIZE THE ANCHOR BOLTS
PER ASTM A153, CLASS C AFTER THREADING FOR THE
FULL LENGTH OF THE BOLT, AS WELL AS NUTS AND WASHERS.
TOP OF FOUNDATION
HIGH STRENGTH BOLTS, NUTS AND WASHERS TO BE GALVANIZED PER
ASTM A153 CLASS C.
FINISHED GRADE
40’ (TYPE C)
PROVIDE STAINLESS STEEL FASTENERS (INCLUDING BOLTS,
NUTS AND WASHERS) CONFORMING TO CURRENT ASTM
A320, GRADE B8, CLASS 2 (AISI TYPE 304) AND STRAIN
HARDENED. ALTERNATE MATERIALS PROPOSED TO BE USED FOR FASTNERS
MUST BE PRE-APPROVED SEPERATELY PRIOR TO SUBMISSION OF WORKING
DRAWINGS.
1" MAX. FROM THE BOTTOM
GALVANIZED SCREEN
OF THE LEVELING NUT TO THE
TOP OF THE CONCRETE FOUNDATION
WITH STAINLESS STEEL
ROUND OR MIN. 18 SIDED STEEL
TAPERED POLE
ALL CONCRETE TO BE "CLASS B" AS DEFINED IN THE
NJDOT STANDARD SPECIFICATIONS.
NUT, BOLT & FLAT WASHER
SKETCH "A"
NOTES:
1.
ENSURE STEEL POLE CONSISTS OF ONE STEEL SEGMENT AND
CONTAINS ONLY ONE LONGITUDINAL SEAM WELD.
LAMINATED TUBES ARE NOT PERMITTED. SEE TYPICAL LONGITUDINAL
SEAM WELD DETAIL.
2. PROVIDE NEOPRENE DOOR GASKET CEMENTED TO DOOR.
3. PROVIDE A GALVANIZED SCREEN, WRAPPED AROUND THE
BASE OF POLE.
4. ENSURE THE GALVANIZED SCREEN HAS NO MORE THAN "
OPENINGS AND IS HELD TOGETHER WITH STAINLESS STEEL
NUT, BOLT AND FLAT WASHER.
(4)-2" DIA. HOLES
5. DO NOT GROUT UNDER THE POLE .
20" DIA. BOLT CIRCLE
MINIMUM 60% PENETRATION WELD. A 100% FULL
PENETRATION WELD AND GROUND SMOOTH IS REQUIRED
FOR:
6. PROVIDE ONE (1) LEVELING HEX NUT, TWO (2) HOLD DOWN
HEX NUTS AND TWO (2) FLAT WASHER PER ANCHOR BOLT.(SEE SKETCH A)
DETERMINE THE PROPER LENGTH OF THE ANCHOR BOLT FOR
1. A DISTANCE OF 6" AT THE END OF THE BASE.
2. A DISTANCE OF THE SLIP JOINT PLUS 6" AT THE FEMALE
END.
20"
PROJECTION AND EMBEDMENT. THE CLEARANCE BETWEEN THE
TOP OF THE FOUNDATION AND THE BOTTOM OF THE
LEVELING NUT NOT TO EXCEED 1". THE PROJECTION
LENGTH TO BE A MINIMUM OF 9".
VISUALLY INSPECT THE FINAL WELD INSIDE AND OUTSIDE.
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
7. ENSURE WELDING CONFORMS TO THE ANSI/AWS D1.1
STRUCTURAL WELDING CODE-STEEL, WITH NJDOT
AMENDMENTS IN NJDOT STANDARD SPECIFICATIONS. ENSURE WELDING
INSPECTION AND FULL PENETRATION WELD NONDESTRUCTIVE
TESTING CONFORM TO AWS D1.1, UNLESS OTHERWISE SPECIFIED.
20"
8.
TYPICAL LONGITUDINAL SEAM WELD
SECTION A-A (BASE PLATE)
ENSURE THE TIGHTENING PROCEDURE FOR ANCHOR BOLTS CONFORMS WITH
SECTION 6.9 OF THE 2005 FHWA " GUIDELINES FOR THE
INSTALLATION, INSPECTION, MAINTENANCE AND REPAIR OF STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS".
(BOLTS NOT SHOWN)
4" X 6" ACCESS DOOR OPENING
(SEE DETAIL ON SHEET 2 OF 2)
scale=
30.000000:1.00000
J HOOK
NOT TO SCALE
POLE
SEE SKETCH "A"
GROUND LUGS ( TO BE LOCATED
FOR EASY ACCESS THRU ACCESS DOOR )
1’-3"
" NUT HOLDER
2 REQ. @ 180%%d
A
" DIA. S.S.BOLTS
WITH S.S. WASHERS
& NUTS
A
3 #8 IN 1" FLEXIBLE CONDUIT
TO DISTRIBUTION PANEL
JUNCTION BOX LOCATION
& SIZE AS SHOWN ON
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:49
DRILL " DIA. HOLE
IN GROUND LUGS
ITS-704-14
#1/0 BARE GROUND WIRE
CONDUIT REDUCER
GROUNDING CLAMP
SCREEN
GROUNDING BUSHING
NEW JERSEY DEPARTMENT OF TRANSPORTATION
#8 BARE GROUND BONDING WIRE
PLAN SHEETS
FINISHED GRADE
1"
SEE FOUNDATION
(4)- 1" DIA.
GALVANIZED ANCHOR BOLTS
CONCRETE FOUNDATION
GROUNDING BUSHING
TYPE CCS DETAIL
ITS DETAILS
2’ MAX
ANCHOR BOLT ASSEMBLY
TWO #1/0 BARE
#8 GROUND WIRE
DOWN CONDUCTORS
NUMBER OF CONDUITS (2 MIN.) AND SIZE
SLOPE
CAMERA STANDARD TYPE C
AS SHOWN ON THE PLAN SHEET.
CAMERA SURVEILLANCE SYSTEM
CAMERA STANDARD TYPE C
DOWN CONDUCTOR
"
#8 BARE GROUND BONDING WIRE
" X 12’ LONG GROUND ROD
GROUND LUGS DETAIL
LIGHTNING & BONDING DETAIL
SHEET 1 OF 2
*
*
file=
GALVANIZED DOOR
WITH NEOPRENE
GASKET
AIR TERMINAL
(SEE DETAIL)
4"
PROVIDE A SINGLE CABLE WITH
ENOUGH "SAG" FOR DRAINAGE
OF WATER
CAMERA HOUSING
PARK STAND (TYP.)
1’-6"
PAN AND TILT UNIT
REPLACE THE EXISTING HANDHOLE COVER
WITH ENCLOSURE AND UTILIZE EXISTING
THREADED HOLES. PROVIDE AND INSTALL
WATERTIGHT NEOPRENE GASKET BETWEEN
HANDHOLE AND ENCLOSURE.
TYP.
"Y"
"Y"
CAMERA HOUSING
CAMERA MOUNTING
TOP PLATE
ACCESS DOOR FRAME
(2"W X " THK. BAR) MIN.
6"
J-HOOK
CURVATURE TO
PROVIDE FREE
MOVEMENT OF
THE CAMERA
STEEL POLE
5"
WATERTIGHT NEMA 4X FIBERGLASS
ENCLOSURE, 6" X 6" X 4" WITH LATCH
PAN AND TILT UNIT
HINGED COVER AND S.S. CONTINUOUS
HINGE ALONG THE LENGTH OF THE
COVER.
FROM BOTTOM OF CAMERA
MOUNTING TOP PLATE TO
CENTER OF ENCLOSURE
1’-0"
(2)-" DIA. X 1" S.S. BOLT WITH
S.S. HEX NUT (TYP.)
CABLE GUIDE (TYP.)
9"
2"
SUPPORT GRIP
(2) -" NUT HOLDER @ 180%%d
WITH FASTENERS FOR GROUND
LUGS
FOR CABLE
CAMERA STANDARD
CGB FITTING(S) AND GROMMET
(BOTTOM OF CLOSURE)
POLE
SINGLE COMPOSITE CABLE
6"
ACCESS DOOR DETAIL
ACCESS DOOR FRAME DETAIL
(TO BE SHIPPED PRE-ASSEMBLED, POLE NOT SHOWN)
(4" X 6" CLEAR OPENING)
6"
CAMERA MOUNTING AND
CABLE DETAILS
POLE / TUBE (TYP.)
1’-0"
FILLET WELD SIZE " MIN. IF THE
WALL THICKNESS IS GREATER
THAN ", WELD SIZE TO BE
EQUAL TO WALL THICKNESS
OF POLE.
" W X" THK. X 1" LONG
ACCESS DOOR HOLE FRAME
(2" W X " THK. BAR) MIN.
8 GAUGE STAINLESS STEEL
(4 PER CLAMP)-" DIA.- S.S. BOLTS
A36 GALVANIZED ANGLE
NOTE: WELD THE ANGLE
ALUMINUM AIR TERMINAL
PRIOR TO GALVANIZING
THE POLE.
" DIAMETER
WITH TWO S.S. WASHERS, ONE LOCK
WASHER AND ONE NUT PER BOLT.
SECTION A-A
"
1"
(2)-" DIA. X 1" LONG
S.S. BOLT WITH S.S. HEX NUT
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
"
pen table=
45^
AIR TERMINAL
2
"
SELECT ANGLE TO KEEP
VERTICAL WHEN
CLAMPED TO POLE
"
AIR TERMINAL CLAMPS
(3 REQUIRED)
GALVANIZED DOOR
WITH NEOPRENE
GASKET
8" BENDING RADIUS
A
A
NEOPRENE
2"
2" TO 6" MAX.
GASKET
ONE PIECE CONTINUOUS
1’-3"
PIANO STYLE S.S. PLAIN
SURFACE HINGE W/ WELDED
PIN (5" LONG)
(4)-#10-32 (NF) X 1" LONG
S.S. BOLTS WITH S.S. FLAT
"
scale=
30.000000:1.00000
WASHERS AND S.S.
HEX NUTS
AIR TERMINAL CLAMP DETAIL
AIR TERMINAL DETAIL
ALL BRASS CCL LOCK #A15481RS-LS
KEYED ALIKE FOR KEY #2,
WITH DUST CAP AND TWO KEYS
PER LOCK.
NOT TO SCALE
SECTION Y-Y
ITS-704-15
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:49
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
NOTES:
1.
INSTALL ALL WIRING INSIDE THE POLE AND PROVIDE
STRAIN RELIEF FOR ALL CAMERA CABLES.
2.
SUPPORT CAMERA CABLE WITH SEPARATE GRIP.
CAMERA SURVEILLANCE SYSTEM
CAMERA STANDARD TYPE C
3. PROVIDE AND INSTALL APPROVED INTERNAL TWISTLOCK CONNECTORS.
4. AIR TERMINAL POSITIONING NOT TO OBSTRUCT THE PREDETERMINED
FIELD OF VIEW AND MUST PROVIDE CLEAR ACCESS TO NEMA
ENCLOSURE COVER.
file=
SHEET 2 OF 2
*
*
FOUNDATION CSS
NUMBER (2 MIN.), LOCATION & SIZE
OF CONDUIT AS SHOWN ON PLAN SHEETS
4’-3"
3" COV.
#13 BARS
BOLT CIRCLE
SEE TABLE
ANCHOR BOLTS-(4) 1" X 90" WITH
(12) HEX NUTS
AND (8) FLAT WASHERS
USE 20-#22 BARS
3" TYP.
FINISHED GRADE
PROJECTION LENGTH OF ANCHOR BOLTS AS
RECOMMENDED BY MANUFACTURER
WITH LEVELING NUT TYPE
INSTALLATION
1’-6" LAP
1" CHAMFER
(TYP.)
2" MAX.
ANCHOR BOLTS
#13 BARS @ 9"
CENTER TO CENTER
10’
CIRCULAR FOOTING
D= 4’-3"
6" HOOK (TYP.)
CLASS B CONCRETE
4’-3"
"BOLT CIRCLE TABLE"
STANDARD TYPE
POLE HEIGHT ANCHOR BOLT CIRCLE DIAMETER
75’
30"
B
55’
30"
C
40’
20"
scale=
30.000000:1.00000
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
A
NOT TO SCALE
ITS-704-16
NOTES:
HOT DIP GALVANIZE ANCHOR BOLTS PER ASTM A153 FOR THE FULL LENGTH OF THE BOLT
AFTER THREADING.
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:49
1.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
GENERAL DESIGN SPECIFICATIONS:
2.
PROCURE ANCHOR BOLTS MEETING ASTM F 1554 GRADE 55 STEEL FROM THE MANUFACTURER
OF CAMERA STANDARD. ANCHOR BOLTS EMBEDMENT LENGTH, THREADED LENGTH AND
ITS DETAILS
CONCRETE DESIGN STRESS:
PROJECTION LENGTH ARE TO BE DETERMINED AND PROVIDED
BY THE MANUFACTURER.
SPECIFIED COMPRESSIVE STRENGTH (f’c) (CLASS B)..........................3,000 PSI
EXTREME FIBER COMPRESSIVE STRESS (fc)...........................................1,200 PSI
3.
LUBRICATE ANCHOR BOLT PROJECTION PORTION BEFORE MOUNTING THE POLE.
REINFORCEMENT STEEL DESIGN STRESS:
4.
FOR ANCHOR BOLT TIGHTENING PROCEDURE SEE NOTE 11 ON CSS CAMERA STANDARD TYPE A
YIELD STRENGTH (fy) (A615, GRADE 60)....................................................60 KSI
TENSILE STRENGTH (ts)...............................................................................90 KSI
AND B DETAIL, SHEET 1 OF 3 OR NOTE 9 ON CSS CAMERA STANDARD TYPE C DETAIL, SHEET 1 OF 2.
5.
CAMERA SURVEILLANCE SYSTEM
FOUNDATION CSS
ALL BAR SIZES ARE DESIGNATED IN SOFT METRIC SIZES.
*
*
file=
DOOR FRAME WITH CONTINUOUS
NEOPRENE GASKET SECURED TO
CIRCUIT #
(TYP.)
NEMA 3R CABINET
DOOR TO INSURE DUST-TIGHT
WEATHER-PROOF PROTECTION
POWER, VIDEO AND COMMUNICATIONS
ONE PIECE STN. STL. HINGE SECURED
TO DOOR WITH 1/4" DIA. RIVETS AND
TO CABINET WITH (8) 1/4" -20 NC X 1/2" LG.
STN. STL. FL. HD. SCREWS
METER FOR 100 AMP
120/240V SINGLE PHASE,
3 WIRE
COMPOSITE CABLE TO CAMERA LOWERING
DEVICE CONNECTOR THROUGH POLE &
5
5
MAST ARM FOR CAMERA STANDARDS TYPE
LIGHT SWITCH
WITH ENCLOSURE
T12 LIGHT
A & B OR TO CAMERA CONNECTOR FOR CAMERA
CAMERA STANDARD TYPE C
THERMOSTATICALLY
CONTROLLED FAN
100 CFM
S
ELECTRONIC EQUIPMENT
RECEPTACLES (TYP.)
24VAC/ 100VA
" THICK ALUMINUM
RAIN TIGHT DISCONNECT
WHEN REQUIRED BY
UTILITY CO.
24 AC IN
POWER
MOUNTED FULL
WIDTH AND LENGTH OF
CABINET (ONE COAT
BLACK PAINT) WITH
(4) 1/4" -20NC X 1 1/2" LG.
STN. STL. FL. HD. SCREWS
SUPPLY
3
VIDEO
LAN
COMMUNICATIONS
EQUIPMENT
COMMUNICATIONS
EQUIPMENT
10/100
VIDEO ENCODER
BASE T
24 AC
DATA
3’-10" MIN.
OUT
DOOR SIZE
2’-3" X 3’-4"
REMOTE
SLIDE OUT DRAWER
DATA (PTZ)
VIDEO OUT
DATA
VIDEO IN
PORT
DATA IN
" AIR SPACE
2 ADJUSTABLE
TO COMMUNICATIONS
4
ALUMINUM SHELVES
2’-4"W X 1’-2"D ONE WITH
A SLIDE OUT DRAWER
NETWORK
24VAC
100VA
VIDEO
CODE
CAMERA
ENCODER
SERVICE CONDUIT
FOR SIZE SEE
ITS PLANS
DATA
TRANSLATOR
POWER
LOUVERS
REMOTE
DATA
PORT
3’-10"
SUPPLY
CODE
DATA
GFCI
TRANSLATOR
IN
DATA
OUT
PROVIDE STN. STL.
FASTENERS FOR
GROUNDING
7
2’-4" MIN.
1’-4" MIN.
PD
FRONT ELEVATION
SIDE ELEVATION
12-PORT FIBER OPTIC
PATCH PANEL
COMMUNICATIONS BLOCK DIAGRAM
120/240
POWER
8"
CONVENIENCE RECEPTACLE
DISTRIBUTION
6"
400 WATT
PANEL
1’-8" MAX.
1’-4" MIN.
8
(GFCI)
HEATER
POWER DISTRIBUTION PANEL
WITH
BREAKER/CIRCUIT
# (TYP.)
THERMOSTAT
6"
2 POLE
8"
MAIN BREAKER
WITH NEMA 1
ENCLOSURE
MB
1’-2"
1
GROUNDING BAR
2
1’-2"
NO.8 GROUND WIRE ( TYP )
3
4
5
6
7
8
2’-8" MAX.
2’-4" MIN.
BOTTOM VIEW & ANCHOR BOLT LAYOUT
CONDUITS TO ADJACENT
JB SEE PLANS FOR NUMBER
AND SIZE (MINIMUM 2-2")
GROUND ROD," DIA. COPPER, 12’ LONG
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
2’-4" MIN.
pen table=
CABINET EQUIPMENT LAYOUT (TYP.)
#6 THHW AWG. 600V WIRE
PD
NOTES:
1.
ENSURE CABINET AND CABINET DOOR IS FABRICATED FROM SHEET ALUMINUM
" THICK, 5052-H32 ALLOY, UNPAINTED.
2.
SUPPLY WITH EACH CABINET (2) ANCHOR BOLTS "- 10NC X 15" LG. STL. WITH
GALVANIZED 3" COUPLING (2) STAINLESS STEEL 1" O.D. X " THK. FLAT
WASHERS AND (2)" - 10NC X 3" LG. STAINLESS STEEL CAP SCR.
SECURE CABINET DOOR WITH A SUB-TREASURY LOCK NO. 0357S AND KEYPAD
ALIKE FOR KEY NO. 5 AVAILABLE FROM THE AMERICAN HARDWARE CO. NEW
BRITAIN, CONN., OR A TUMBLER LOCK NO. 15481 ARS AND KEYPAD ALIKE FOR
NO. 2 AVAILABLE FROM CORBIN LOCK CO. NEW BRITAIN, CONN.
scale=
30.000000:1.00000
3.
4.
5.
SECURE CABINET LOCK TO THE DOOR WITH #10 - 24 X 1 " ROUND HEAD
(STN. STL.) MACHINE SCREWS.
120V EXPOSED WIRING IS NOT PERMITTED. ENCASE WIRING TO ENCLOSURES
AND OUTLETS IN LIQUID TIGHT FLEXIBLE CONDUIT AND FITTINGS INSIDE THE
CABINET.
6.
ENSURE ALL EQUIPMENT IS UL & NEMA LISTED FOR OUTDOOR INSTALLATION
INSIDE NEMA 3R CABINET.
7.
LABEL ALL ELECTRICAL RECEPTACLES EXCEPT GFCI AS "ELECTRONIC
EQUIPMENT ONLY". LABEL GFCI RECEPTACLE AS "CONVENIENCE RECEPTACLE".
8.
FOR BREAKER RATINGS, SEE TABLE A.
9.
PROVIDE SURGE SUPPRESSION TO THE DATA LINES.
10.
METER, RAIN TIGHT DISCONNECT SWITCH AND SERVICE CONDUIT ARE NOT
REQUIRED IF ELECTRIC SERVICE IS CONNECTED TO ANOTHER LOAD CENTER
AND NOT TO UTILITY COMPANY POWER SOURCE.
TABLE A
MB
BREAKER RATING
BREAKERS #
FUNCTION
TRIP RATING
(AMPS)
MB
MAIN BREAKER 60 AMP
60
1
RECEPTACLE INSIDE CAMERA POLE BASE
15
2
SPARE
15
3
ELECTRONIC EQUIPMENT RECEPTACLE
15
4
ELECTRONIC EQUIPMENT RECEPTACLE
15
5
FAN & LIGHT
15
6
SPARE
15
7
CONVENIENCE RECEPTACLE (GFCI)
15
8
HEATER
20
METER TO BE
PROVIDED BY
UTILITY CO.
SN
#6 THHW AWG.
600V WIRE
RAIN TIGHT DISCONNECT
WHEN REQUIRED BY
UTILITY CO.
SERVICE 120/240V, 3 WIRE,
1-PHASE #2 AWG
STANDARD 600V WIRE
NOT TO SCALE
POWER DISTRIBUTION DIAGRAM
ITS-704-17
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:49
NEW JERSEY DEPARTMENT OF TRANSPORTATION
11. WHERE REQUIRED, ENSURE METER PAN CONFORMS TO UTILITY COMPANY’S
HEIGHT REQUIREMENTS.
ITS DETAILS
CAMERA SURVEILLANCE SYSTEM
CONTROLLER CAMERA
*
*
file=
S.S. U-BOLTS (TYP.)
2" RMC
SIGN PANEL
2" RMC
(2)-" S.S. ’U’ BOLTS
W/F.W., L.W. & NUTS
SIGN STRUCTURE
TRUSS
CAP
SIGN STRUCTURE
TRUSS (TYP.)
8"
READER ANTENNA
1"
(2)-" S.S. BOLTS
W/L.W.
AS REQD.
(2)-" S.S. ’U’ BOLTS
W/F.W. , L.W. & NUTS
5^ TO 15^
H.D.G. STEEL BRACKET
DETAIL "C"
1"
NOTES:
1.
APPROXIMATE LOCATIONS OF READER ANTENNA, CONDUIT, AND JUNCTION BOX
ARE SHOWN ON THE PLAN SHEETS. THE EXACT PLACEMENT
IN THE FIELD TO BE VERIFIED BY THE CONTRACTOR WITH TRANSCOM.
2.
ENSURE ALL FASTENERS INCLUDING BOLTS, U-BOLTS, NUTS AND
WASHERS ARE STAINLESS STEEL AND CONFORMS TO CURRENT ASTM
SPECIFICATION A320, GRADE B8, CLASS 2 (ANSI TYPE 304) WITH NO. 4
FINISH AND STRAIN HARDENED.
3.
SUBMIT DETAIL PLANS FOR MOUNTING ASSEMBLIES FOR REVIEW AND
APPROVAL BY THE NJDOT.
4.
CONDUIT ROUTING ON THE STRUCTURE, AND BETWEEN STRUCTURE OR
POLE AND UTILITY POLE LOCATION MAY BE MODIFIED AS REQUIRED BY
THE FIELD CONDITIONS SUBJECT TO THE APPROVAL OF THE NJDOT.
5.
A SEPERATE GROUND IS REQUIRED FOR TTS EQUIPMENT. SEE READER
CABINET DETAIL SHEET REGARDING GROUND REQUIRMENTS.
6.
NO WELDING OR CUTTING OF EXISTING SIGN STRUCTURE WILL BE
PERMITTED.
SIGN STRUCTURE
TRUSS
7.
MAINTAIN THE MINIMUM BENDING RADIUS RECOMMENDED BY THE
COAXIAL CABLE MANUFACTURER WHILE INSTALLING CONDUIT AND CABLE.
2" RMC
8.
ENSURE CONDUIT PENETRATIONS FOR THE READER CABINETS ARE
EXCLUSIVELY MADE THROUGH THE BOTTOM SURFACE OF THE CABINET
TO PREVENT WATER AND MOISTURE FROM PENETRATING INTO
ELECTRONIC EQUIPMENT.
9.
WELDING IS NOT PERMITTED TO INSTALL THE TRANSMIT EQUIPMENT ON
THE SIGN STRUCTURE.
10.
MOUNT READER ANTENNAS WITH WEEP HOLE POSITIONED TO PERMIT
CONTINUOUS MOISTURE DRAINAGE.
11.
ONLY GALVANIZED RMC IS PERMITTED TO BE ATTACHED ON EXISTING
STEEL STRUCTURES.
DIRECTION OF TRAFFIC
TYP. READER ANTENNA MOUNTING
DETAIL "A"
TOP VIEW
(2)-3/8 " S.S. ’U’ BOLTS
W/F.W., L.W. & NUTS
SIGN STRUCTURE
TRUSS
SIGN STRUCTURE
TRUSS
(2)-" S.S. ’U’ BOLTS
W/F.W., L.W. & NUTS
S.S. U-BOLTS
(TYP.)
CAP
SIGN
PANEL
AS REQD.
H.D.G. STEEL BRACKET
5^ TO 15^
DETAIL "P"
(2)-3/8 " S.S. BOLTS
2" RMC
READER ANTENNA
H.D.G. STEEL
BRACKET
DIRECTION OF TRAFFIC
(2)-" S.S. BOLTS
W/L.W.
ELEVATION
TYP. READER ANTENNA MOUNTING
DETAIL "B"
DETAIL "C"
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
2" RMC
REAR CENTER MEMBER TRI
CHORD SIGN STRUCTURE
" S.S. BANDS
" S.S.
BAND
RMC CONDULET
SEE READER ANTENNA
MOUNTING DETAIL "B"
" S.S.
BANDS
SEE READER
ANTENNA MOUNTING
DETAIL "A"
2" RMC
REAR BOTTOM
MEMBER
RMC CONDULET
" S.S. BANDS
30.000000:1.00000
2" RMC
scale=
(2)-1/2 " S.S. "U" BOLTS
W/F.W., L.W. & NUTS
2" RMC
READER CABINET
READER CABINET
BOTTOM OF SIGN
HANGER ARMS
" S.S. BAND
ELECTRICAL
CONDUITS
NOT TO SCALE
(2) -" S.S. "U" BOLTS
" S.S. BANDS
ITS-704-18
ELECTRICAL
CONDUITS
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:49
GROUND AT NEAREST JB
GROUND AT NEAREST JB
ITS DETAILS
TRAVEL TIME SYSTEM
TTS DETECTOR TYPE A
TYP. ANTENNA INSTALLATION
ON TRICHORD SIGN STRUCTURE
TYP. ANTENNA INSTALLATION ON SIGN STRUCTURE
SHEET 1 OF 2
*
*
file=
STEEL
BEAM WEB
STEEL
BEAM WEB
2" RMC
(2)-HOLES FOR ’U’ BOLT
2" RMC
6"
(2)-3/8 " S.S. BOLTS
W/ F.W. & L.W.
NOTES:
2"
3"
(2) -" S.S. BOLTS
W/ F.W. & L.W.
6"
" S.S. ’U’ BOLT
W/ F.W. & L.W.
" S.S. ’U’ BOLT
W/ F.W. & L.W.
4"
1.
ENSURE ALL FASTENERS, INCLUDING BOLTS, U-BOLTS, NUTS AND WASHERS ARE
STAINLESS STEEL AND CONFORMS TO ASTM SPECIFICATION A320, GRADE B8,
CLASS 2 (ANSI TYPE 304) WITH NO. 4 FINISH, AND STRAIN HARDENED.
2.
ENSURE ALL SUPPORT MEMBERS, PLATES AND SHAPES ARE GALVANIZED. AFTER
COMPLETE FABRICATION, HOT-DIP GALVANIZE EACH STEEL SUPPORT ASSEMBLY
CONFORMING TO THE REQUIREMENTS OF AASHTO M270 (ASTM A709) GRADE
50W.
3.
WELDING IS NOT PERMITTED TO INSTALL THE TRANSMIT EQUIPMENT ON THE
BRIDGE STRUCTURE.
4.
THE DETAILS FOR CONDUIT SUPPORT BRACKET SHOWN ON THIS SHEET
ARE CONCEPTUAL. SURVEY EACH TRANSMIT SITE AND SUBMIT SHOP
1"
2"
"
" THK. H.D.G.
STEEL BRACKET
STEEL STIFFENER
" THK. H.D.G.
STEEL BRACKET
" THK. H.D.G.
STEEL BRACKET
DETAIL "D"
DRAWINGS TO TRANSCOM FOR APPROVAL BEFORE SEEKING APPROVAL FROM
SECTION "A-A"
NJDOT.
SECTION "B-B"
{ OF STEEL WEB
UNDERSIDE OF
STRUCTURE
{ OF STEEL WEB
{ OF STEEL WEB
A
(2) -" S.S. BOLTS
W/F.W. & L.W.
B
(2) -" S.S. BOLTS
W/F.W. & L.W.
B
6"
STEEL STIFFENER
2" RMC
4"
ADJUST THE READER ANTENNA MOUNTINGS AND POSITION THE READER
ANTENNAS SUCH THAT THE MINIMUM VERTICAL UNDER CLEARANCE IS NOT
LESS THAN THE EXISTING CONDITIONS. NO CUT IN THE EXISTING STRUCTURE
OR PAVEMENT IS ALLOWED TO AVOID REDUCING CLEARANCE.
7.
MOUNT READER ANTENNAS WITH WEEP HOLE POSITIONED TO PERMIT
CONTINUOUS MOISTURE DRAINAGE.
8.
ENSURE MAXIMUM SPACING BETWEEN ADJACENT CONDUIT SUPPORTS IS 4 FEET
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
9.
POSITION THE PROPOSED CONDUIT SUPPORTS SUCH THAT THE VERTICAL
UNDER CLEARANCE IS NOT LESS THAN THE EXISTING CONDITION.
10.
FURNISH AND INSTALL APPROVED EXPANSION JOINT FITTINGS ON BRIDGES AND
OTHER STRUCTURES, AT LOCATIONS WHERE CONDUITS CROSS OVER EXPANSION
JOINTS. FURNISH AND INSTALL EXPANSION FITTINGS AS RECOMMENDED BY THE
MANUFACTURER. SUBMIT CONDUIT EXPANSION JOINT SPACING TO THE ENGINEER
FOR APPROVAL.
11.
LABEL ALL CONDUIT RUNS AND JUNCTION BOXES
WITH WEATHERPROOF MARKER TAPE INDICATING THE PURPOSE AND VOLTAGE.
LABEL CONDUIT RUNS EVERY 50’-0"AND AT WALL PENETRATIONS.
12.
INSTALL ALL WIRING (POWER, AND COMMUNICATIONS, ETC.) IN GALVANIZED
CONDUITS. CONDUIT SIZE AS INDICATED.
13.
ENSURE ALL CONDUITS, EYS FITTINGS AND CONDULETS ARE GALVANIZED.
14.
PLACE ALL U BOLTS SHOWN AS DRILL AND ANCHOR WITH ADHESIVE IN A
CORE DRILLED HOLE WITH A DIA." WIDER THAN THE U-BOLT AND ANCHORED
WITH APPROVED ADHESIVE ANCHOR SUCH AS "HILTI HVA ADHESIVE ANCHOR".
15.
AVOID CONFLICTS WITH THE STRUCTURAL STEEL COMPONENTS OF THE BRIDGE,
INCLUDING THE EXISTING ABUTMENT WALL REINFORCEMENTS WHEN DRILLING
FOR PLACEMENT OF ANCHOR BOLTS. PRESERVE THE STRUCTURAL INTEGRITY OF
THE BRIDGE COMPONENTS.
H.D.G. STEEL BRACKET
(TYP.) SEE DETAIL "D"
8"
8"
6.
2" RMC
5"
6"
FIELD VERIFY EXISTING STRUCTURE CONDITIONS AND DIMENSIONS RELATIVE TO
PROPOSED CONDUIT SUPPORT LOCATIONS PRIOR TO FABRICATION AND
CONSTRUCTION.
UNDERSIDE OF
STRUCTURE
UNDERSIDE OF
STRUCTURE
A
(2) -" S.S. BOLTS
W/F.W. & L.W.
5.
2" RMC
H.D.G. STEEL
BRACKET (TYP.)
INTERIOR
STEEL GIRDER (TYP.)
" S.S. ’U’ BOLT
W/F.W. & L.W. (TYP.)
INTERIOR
STEEL GIRDER (TYP.)
" S.S. ’U’ BOLT
W/F.W. & L.W. (TYP.)
DETAIL "G"
STEEL BEAM
H.D.G. STEEL
BRACKET (TYP.)
DETAIL "I"
DETAIL "H"
SEE DETAIL "E"
SEE DETAIL "F"
INTERIOR
STEEL GIRDER (TYP.)
" S.S. ’U’ BOLT
W/F.W. & L.W. (TYP.)
STEEL BEAM
H.D.G. STEEL
BRACKET
2" RMC
H.D.G. STEEL
BRACKET
2" RMC
(2)-2-HOLE S.S PIPE STRAPS
2’-6"
DRILL
THRU BEAM
DRILL
THRU BEAM
2’-6"
’U’ BOLT W/F.W.,
L.W. AND DOUBLE
NUTS
6"
6"
’U’ BOLT W/F.W.,
L.W. AND DOUBLE
NUTS
4"
2" RMC
4"
4"
TOP OF
ANTENNA
4"
TOP OF
ANTENNA
1’-0"
READER ANTENNA
(2) - " S.S. ’U’ BOLTS
W/ F.W. & DOUBLE NUTS
1’-0"
(2) -" SS
BOLT, FW AND
DOUBLE NUTS
READER ANTENNA
5^ TO 15^
AS REQUIRED
READER ANTENNA
(2) -" SS
BOLT, FW AND
DOUBLE NUTS
5^ TO 15^
" S.S. SET
SCREW W/ H.H.
AS REQUIRED
DETAIL "E" SHOWN
DETAIL "F" OPPOSITE HAND
DIRECTION OF TRAFFIC
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
DIRECTION OF TRAFFIC
TYP. ANTENNA MOUNTING ON STEEL GIRDER
(SEE DETAILS G, H AND I)
FACE OF CONCRETE
ABUTMENT WALL
STEEL GIRDER
2" RMC
WIRE OPENING
RUBBER GROMMET
scale=
30.000000:1.00000
6"
RIGHT ANGLE CONDUIT,
CONDULET AND EYS FITTINGS
DRILL AND ANCHOR WITH
ADHESIVE (TYP.)
2" RMC
SEE DETAIL "J"
" DIA. U-BOLT @
4’-0" MAX. SPACINGS
FACE OF CONCRETE
ABUTMENT OR PARAPET
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:49
" THICK
STEEL PLATE
TYPICAL CONDUIT ATTACHMENT
AT ABUTMENT
JUNCTION BOX
2" RMC WITH
" COAXIAL CABLES
NOT TO SCALE
WALL MOUNTED
JUNCTION BOX
12" x 10" x 8"
ITS-704-19
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ABUTMENT
S.S. CLAMPS
" S.S.
BOLT W/L.W. (TYP.)
TYPICAL JUNCTION BOX MOUNTING
AT ABUTMENT
TYPICAL OVERPASS/ BRIDGE INSTALLATION
ITS DETAILS
DETAIL "J"
JUNCTION BOX
TRAVEL TIME SYSTEM
TTS DETECTOR TYPE A
SHEET 2 OF 2
*
*
file=
EXISTING SIGN POST
EXISTING SIGN POST
STRUCTURE
STRUCTURE
CONCRETE
FOUNDATION
NOTES:
2"
2’-10"
2" RMC TO READER
2" RMC TO READER
ANTENNAS
ANTENNAS
7.5"
1’-8"
2’-0"
7.5"
1.
FABRICATE CABINET WITH 14 GAUGE TYPE 304 STAINLESS
STEEL.
2.
ENSURE DOOR IS NEMA TYPE 3R WITH CELLULAR
NEOPRENE GASKET, AND HINGES ARE 14 GAUGE S.S., TYPE
PIANO (CONTINUOUS).
3.
PROVIDE CORBIN TYPE LOCK WITH 2 KEYS AND A THREE
POINT LOCKING SYSTEM, THAT SECURES THE TOP,
BOTTOM AND CENTER.
4.
PROVIDE VENT HOLES ON THE UNDER SIDE OF THE
COVER AND SLOTS ON THE DOOR TO CREATE A
NATURAL FLOW OF AIR THAT HAS A COOLING EFFECT
ON ELECTRICAL EQUIPMENT. COVER THE SLOTS WITH A
FILTER ON THE INSIDE OF THE DOOR TO PREVENT DUST
AND INSECTS FROM ENTERING THE CABINET.
5.
PROVIDE COOLING FAN AND HEATER WITH ADEQUATE
CAPABILITIES.
6.
PROVIDE ONE REMOVABLE " ALLEN KEY.
7.
ENSURE DOOR CATCH HOLDS THE DOOR OPEN AT 90^
AND 180^.
8.
ENSURE CONTINUOUS HINGE LEAVES ARE NOT EXPOSED
EXTERNALLY WHEN DOOR IS CLOSED.
9.
FURNISH AND INSTALL GROUND RODS, GROUND WIRE AND
FITTINGS IN ACCORDANCE WITH NEC AND STANDARD
SPECIFICATIONS.
10.
ENSURE RACK IS RS-310-C EIA STANDARD.
11.
TERMINATE THE RG-58 RIGHT ANGLE CONNECTORS WITH
50 OHM TERMINATORS.
12.
ENSURE CONDUIT PENETRATION FOR THE READER CABINET
IS EXCLUSIVELY MADE THROUGH THE BOTTOM SURFACE
OF THE CABINET TO PREVENT WATER AND MOISTURE
FROM PENETRATING INTO ELECTRONIC EQUIPMENT.
13.
NO OPENING IS PERMITTED IN THE CABINET FLOOR
OTHER THAN SEALED CONDUIT ENTRIES.
14.
INSTALL READER CABINET AND COORDINATE WITH
TRANSCOM INC., FOR SETTING UP READER AND
ANTENNA.
15.
CAP 2" RMC, FOR FIBER CONNECTION 6" FROM THE
FOUNDATION IF FIBER IS NOT INSTALLED.
16.
PROVIDE AND INSTALL NO. 6 AWG GROUND WIRE AND GROUND
ANCHOR BOLT 12" LONG
" 10NC THD.
FREE FIT MAT’L - STEEL
PER ASTM A-576
(SEE NJDOT STANDARD
DETAILS FOR ANCHOR
BOLT ASSEMBLY)
2’-1"
2’-6"
" S.S. BAND
S.S. STUDDED NUT
W/F.W & L.W. (TYP. OF 4)
S.S. CHANNEL
1 - " S.S. ’U’ BOLT
W/F.W & NUT
SIZE AS REQUIRED
2’-6"
CONCRETE PAD
1’-0"
READER CABINET (SEE DETAILS)
1’-0"
4’-10"
" S.S.
" S.S.
BAND
BAND
PLAN
1 - " S.S. ’U’ BOLT
W/F.W & NUT
SIZE AS REQUIRED
TYP. DETAILS FOR GROUND
MOUNTED READER CABINET
ON FOUNDATION TTS, TYPE A
2" RMC
CONDULET
2" RMC
CONDULET
" S.S. BANDS
2’-6"
2’-0"
2’-0"
EXISTING SIGN STRUCTURE
FOUNDATION
READER CABINET (SEE DETAILS)
2-2" RMC WITH 1/C #6 AWG GROUND WIRE
(ONE 2" RMC FOR POWER AND ONE
FOUR (4) "
2" RMC FOR FIBER)
CONCRETE ANCHOR BOLTS
CONCRETE PAD
2"
4"
2’-0"
CONCRETE
CLASS B
2-2" RMC
1’-0"
(ONE FOR POWER AND
ONE FOR FIBER)
3’-0"
" DIA. x 12’-0"
LONG GROUND ROD
SIDE VIEW
2" RMC TO READER ANTENNAS
SEE ITS PLAN
IN ACCORDANCE WITH NEC REQUIRMENTS.
ELEVATION
17.
2’-10"
PROVIDE AN ANTENNA EXTENSION TO OBTAIN MAXIMUM
WIRELESS SIGNAL RECEPTION / TRANSMISSION. SUBMIT
MOUNTING DETAILS.
TYP. DETAILS FOR POST MOUNTED READER CABINET
ON EXISTING SIGN STRUCTURE
ELEVATION
SWITCH PLATE
CABINET ASSEMBLY
EIA RAIL
FAN PANEL
GASKET
SUPPORT
TOP
DOOR ASSEMBLY
CONCRETE / BRICK WALL
" CONCRETE ANCHOR
LOCK BRACKET
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
1" SS CHANNEL
CORBIN LOCK
1" SS CHANNEL
READER CABINET
8-32 SCREW
(SEE DETAILS)
#8 LOCK WASHER
#8 FLAT WASHER
FILTER
3’-7"
HINGE
" CONCRETE ANCHOR
S.S.
STUDDED CHANNEL NUT
4-HOLES IN BACK OF
READER CABINET
FILTER SPRING
CONDUIT STRAP
AND BACK STRAP
C
C
2’-6"
2" RMC TO READER ANTENNAS
1’-8"
30.000000:1.00000
FILTER BRACKET
scale=
2" RMC TO READER ANTENNAS
DOOR HOOK ARM
4’-0"
CONDULET
SIDE VIEW
4’-0"
2-2" RMC
NOT TO SCALE
ELEVATION
GROUND BRACKET
ITS-704-20
UNISTRUT
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:50
NEW JERSEY DEPARTMENT OF TRANSPORTATION
2-2" RMC
(ONE FOR POWER AND
ONE FOR FIBER)
AUTO DOOR
CHANNEL
EIA RAIL
SUPPORT
ELEVATION
ITS DETAILS
SIDE VIEW
TYP. DETAILS FOR CONCRETE/BRICK WALL
MOUNTED READER CABINET
*
TYP. READER CABINET DETAILS
SECTION C-C
file=
TRAVEL TIME SYSTEM
CONTROLLER TTS & FOUNDATION
TTS TYPE A
*
DOOR FRAME WITH CONTINUOUS
NEOPRENE GASKET SECURED TO
DOOR TO INSURE DUST-TIGHT
WEATHER-PROOF PROTECTION
CIRCUIT #
(TYP.)
NEMA 3R CABINET
ONE PIECE STN. STL. HINGE SECURED
TO DOOR WITH 1/4" DIA. RIVETS AND
TO CABINET WITH (8) 1/4" -20 NC X 1/2" LG.
STN. STL. FL. HD. SCREWS
METER FOR 100 AMP
120/240V SINGLE PHASE,
3 WIRE
7
7
LIGHT SWITCH
WITH ENCLOSURE
T12 LIGHT
THERMOSTATICALLY
CONTROLLED FAN
100 CFM
1
2
S
ELECTRONIC EQUIPMENT
RECEPTACLES (TYP.)
RAIN TIGHT DISCONNECT
WHEN REQUIRED BY
UTILITY CO.
SEE NOTE #10
BREAKER/CIRCUIT
# (TYP.)
POWER DISTRIBUTION PANEL
3
4
5
6
7
8
" THICK ALUMINUM
MOUNTED FULL
1
WIDTH AND LENGTH OF
CABINET WITH
(4) 1/4" -20NC X 1 1/2" LG.
STN. STL. FL. HD. SCREWS
COMMUNICATIONS
EQUIPMENT AS PER
SPECIAL PROVISION
#6 THHW AWG. 600V WIRE
3’-10" MIN.
DOOR SIZE
27" X 40"
SLIDE OUT DRAWER
PD
" AIR SPACE
2 ADJUSTABLE
ALUMINUM SHELVES
2’-4"W X 1’-2"D, ONE
WITH A SLIDE OUT DRAWER
MB
2
ELECTRONICS
EQUIPMENT AS PER
SERVICE CONDUIT
FOR SIZE SEE
ITS PLANS
SPECIAL PROVISION
3’-10"
METER TO BE
PROVIDED BY
UTILITY CO.
SN
LOUVERS
#6 THHW AWG.
600V WIRE
GFCI
PROVIDE STN. STL.
FASTENERS FOR
GROUNDING
RAIN TIGHT DISCONNECT
WHEN REQUIRED BY
UTILITY CO.
SERVICE 120/240V, 3 WIRE,
1-PHASE #2 AWG
STANDARD 600V WIRE
3
2’-4" MIN.
1’-4" MIN.
PD
POWER DISTRIBUTION DIAGRAM
FRONT ELEVATION
SIDE ELEVATION
12-PORT FIBER OPTIC
PATCH PANEL
8"
120/240 POWER
DISTRIBUTION
PANEL
14 CKTS.
6"
400 WATT
1’-8" MAX.
1’-4" MIN.
8
CONVENIENCE RECEPTACLE
(GFCI)
HEATER
WITH
THERMOSTAT
6"
2 POLE
MAIN BREAKER
WITH NEMA 1
ENCLOSURE
8"
TABLE A
MB
GROUNDING BAR
BREAKER RATING
1’-2"
1’-2"
NO.8 GROUND WIRE (TYP.)
BREAKERS #
2’-8" MAX.
2’-4" MIN.
BOTTOM VIEW & ANCHOR BOLT LAYOUT
CONDUITS TO ADJACENT
JB SEE PLANS FOR NUMBER
AND SIZE (MINIMUM 2-2")
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
CABINET TYPE "M" - FABRICATED
GROUND ROD," DIA. COPPER, 12’ LONG
TRIP RATING
FUNCTION
(AMPS)
MB
MAIN BREAKER 60 AMP
60
1
ELECTRONIC EQUIPMENT RECEPTACLE
15
2
ELECTRONIC EQUIPMENT RECEPTACLE
15
3
CONVENIENCE RECEPTACLE (GFCI)
15
4
SPARE
5
SPARE
15
6
SPARE
15
7
FAN & LIGHT
15
8
HEATER
20
15
pen table=
2’-4" MIN.
CABINET EQUIPMENT LAYOUT (TYP.)
NOTES:
ENSURE CABINET AND CABINET DOOR IS FABRICATED FROM SHEET ALUMINUM " THICK, 5052-H32
ALLOY, UNPAINTED.
2.
SUPPLY WITH EACH CABINET (2) ANCHOR BOLTS "- 10NC X 15" LG. STL. WITH
GALVANIZED 3" COUPLING (2) STAINLESS STEEL 1" O.D. X " THK. FLAT
WASHERS AND (2)" - 10NC X 3" LG. STAINLESS STEEL CAP SCR.
3.
SECURE CABINET DOOR WITH A SUB-TREASURY LOCK NO. 0357S AND KEYPAD
ALIKE FOR KEY NO. 5 AVAILABLE FROM THE AMERICAN HARDWARE CO. NEW
BRITAIN, CONN., OR A TUMBLER LOCK NO, 15481 ARS AND KEYPAD ALIKE FOR
NO. 2 AVAILABLE FROM CORBIN LOCK CO. NEW BRITAIN, CONN.
4.
SECURE CABINET LOCK TO THE DOOR WITH #10 - 24 X 1 " ROUND HEAD
(STN. STL.) MACHINE SCREWS.
5.
120V EXPOSED WIRING IS NOT PERMITTED. ENCASE WIRING TO ENCLOSURES
AND OUTLETS IN LIQUID TIGHT FLEXIBLE CONDUIT AND FITTINGS INSIDE THE
CABINET.
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03
MISC. CHANGES
NOT TO SCALE
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:50
scale=
30.000000:1.00000
1.
6.
ENSURE ALL EQUIPMENT IS UL & NEMA LISTED FOR OUTDOOR INSTALLATION
INSIDE NEMA 3R CABINET.
7.
LABEL ALL ELECTRICAL RECEPTACLES EXCEPT GFCI AS "ELECTRONIC
EQUIPMENT ONLY". AND GFCI RECEPTACLE AS "CONVENIENCE RECEPTACLE".
8.
FOR BREAKER RATINGS, SEE TABLE A.
9.
PROVIDE SURGE SUPPRESSION.
10.
METER, RAIN TIGHT DISCONNECT SWITCH AND SERVICE CONDUIT ARE NOT
REQUIRED IF ELECTRIC SERVICE IS CONNECTED TO ANOTHER LOAD CENTER
AND NOT TO UTILITY COMPANY POWER SOURCE.
ITS-704-21
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
ITS CONTROLLER
11. WHERE REQUIRED, ENSURE METER PAN CONFORMS TO UTILITY COMPANY’S
HEIGHT REQUIREMENTS.
*
*
file=
62"
50"
36"
A
FIBER CROSS CONNECT CABINET
FIBER CROSS CONNECT CABINET
(60"H X 50" L X 36"D)
(60"H X 50" L X 36"D) QUAD NEMA 4X CABINET
QUAD NEMA 4X CABINET
60"
60"
CONDUITS STUBBED ABOVE
CONDUITS STUBBED ABOVE
CONCRETE SLAB
CONCRETE SLAB
FOUNDATION ITS TYPE A
CONCRETE PAD
3’ X 5’2" X 4" THICK
6"
6"
6"
3’
.
.
.
.
.
. .
.
.
.
.
. ..
.
.
.
.
.
.
.
.
. . .
. .
.
.
.
.
. .
.
.
. .
..
.
.
.
. .
.
. .
.
.
.
.
.
.
. .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
.
.
.
. .
.
.
.
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.
. .
.
.
. .
.
.
. .
.
.
..
.
.
.
GROUND LEVEL
GROUND LEVEL
.
GROUND LEVEL
.
6"
.
.
.
.
.
..
.
3’
" DIA. X 12 FT. LONG
CONCRETE PAD
GROUND ROD
3’ X 5’2" X 4" THICK
(SEE NOTES 4 & 5)
FOUNDATION ITS TYPE A
2" RMC
2" RMC
FIBER CROSS CONNECT CABINET
INSTALLATION DETAIL (TYP.)
SECTION A-A
A
5’-2"
3’-10"
2’-7"
6"
ANCHOR BOLT (TYP.)
SEE DETAIL
2’-7"
3"
1"
6"
"
"
"
1"
"
GENERAL DESIGN SPECIFICATIONS:
2’-0"
10"
1"
" -10NC THD.
FREE FIT
.234"
2’-7"
4’-0"
CONCRETE DESIGN STRESS:
SPECIFIED COMPRESSIVE STRENGTH (f’c) (CLASS B)..........................3,000 PSI
EXTREME FIBER COMPRESSIVE STRESS (f’c)...........................................1,200 PSI
REINFORCEMENT STEEL DESIGN STRESS:
2’-0"
COUPLING
FLAT & LOCK WASHER
MAT’L - STEEL, GALVANIZED
AS PER ASTM A-153
MAT’L - STAINLESS STEEL
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
GROUND ROD
SEE NOTE 1
YIELD STRENGTH (fy) (ASTM A615, GRADE 60).......................................60 KSI
TENSILE STRENGTH (ts)...............................................................................24 KSI
NOTES:
SEE NOTE 2
1.
" DIA. X 12 FT. LONG GROUND ROD. PROVIDE GROUNDING
AND BONDING AS PER NEC. REQUIREMENTS.
PLAN
" -10NC THD.
FREE FIT
1"
2.
FOR NUMBER AND SIZE OF CONDUITS, SEE ITS PLANS.
3.
COORDINATE THE LOCATION OF ANCHOR BOLTS WITH
1"
THE MOUNTING HOLES OF THE CABINET SUPPLIED.
1"
5"
FINISHED GRADE
1" MIN.
4.
FINISHED GRADE
1"
PROVIDE CONCRETE PAD ON THE FRONT AND
BACK OF CABINET FOUNDATION.
5.
PAYMENT FOR CONCRETE PAD TO BE INCLUDED
UNDER PAY ITEM, FOUNDATION ITS, TYPE A.
scale=
30.000000:1.00000
"
3’-0"
ANCHOR BOLT
1’-0"
NOT TO SCALE
(TYP.)
4"
ITS-704-22
3"
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BDC-11D-03 - ORIGINAL SHEET
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:50
"
"-10NC
THD.FREE
FIT
APPROX. 62 CU. FT.
CONCRETE CLASS ’B’
ITS DETAILS
ELEVATION
DIMENSIONS MAY VARY TO
ACCOMMODATE THE METER
CABINET SUPPLIED
1"
CABINET FOUNDATION
ANCHOR BOLT
MAT’L -STEEL
PER ASTM A-576
CAP SCREW
GENERAL SYSTEMS
FIBER CROSS CONNECT CABINET &
FOUNDATION ITS TYPE A
MAT’L- STAINLESS STEEL PER
ASTM A-193 GRADE B-8
*
FOUNDATION ITS TYPE A DETAIL (TYP.)
file=
*
NOTES
1.
CABINET CONSTRUCTED OF FORMED ALUMINUM ALLOY 5052-H32
0.125 INCH THICK WELDED WHERE SHOWN.
2" DIA. HOLE
45
45
2.
CABINET IS NOT PAINTED.
3.
ALL BOLTS TO BE VANDAL PROOF TYPE.
4.
8
HEAD OF BOLT FINISHED FLUSH
" PLYWOOD (EXTERIOR GRADE)
WITH OUTSIDE WALL 4 PLACES
ANY VARIATIONS TO THE DIMENSIONS MUST BE APPROVED IN WRITING
PAINTED BLACK
BY THE N.J.D.O.T. ENGINEER BEFORE FABRICATION.
" SPACER
5.
NO CHANGES IN ANCHORAGE DIMENSIONS ARE PERMITTED.
6.
IF METER IS NOT REQUIRED, INSTALL 1" I.D. SEALTITE FLEXIBLE CONDUIT
X
X
15"
X
X
7.
X
X
X
AND 1" I.D. NIPPLE FROM REDUCER COUPLING TO MAIN BREAKER PANEL.
THE BASE OF THE CABINET TO BE " MINIMUM THICKNESS.
X
X
X
X
X
X
X
X
X
X
(4)" DIA. HOLES
8.
ON 4" DIA.BOLT CIRCLE
X
X
X
X
AS AN ALTERNATE A STAINLESS STEEL PIANO TYPE HINGE
X
X
MAY BE UTILIZED.
IF REQUIRED BY UTILITY COMPANY, PROVIDE SERVICE DISCONNECT SWITCH
STN. S.S. BOLTS,
CKT.#7
CKT.#8
20A
20A
CKT.#5
CKT.#6
20A
20A
CKT.#3
CKT.#4
20A
20A
CKT.#1
CKT.#2
40A
30A
WASHERS & LOCKNUTS.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
(LOCK TO BE SUPPLIED BY UTILITY COMPANY). SUBMIT WORKING DRAWINGS
X
X
X
TYP.
WITH 240 VOLT, 100 A RATED, S/N, NEMA 3R ENCLOSURE AND PADLOCK PROVISIONS.
X
9.
(4)"-18 NC X 1" LG.
"
SHOWING SERVICE DISCONNECT SWITCH INSTALLATION FOR REVIEW
AND APPROVAL.
"
16"
10.
PROVIDE S.S. FASTENERS
"
PROVIDE SCALED DRAWING TO VERIFY THAT PROPOSED COMPONENTS WILL
FOR GROUNDING
FIT IN THE CABINET.
TOP VIEW
11.
PROVIDE GROUNDING AND BONDING IN ACCORDANCE WITH NEC REQUIREMENTS.
12.
SECURE CABINET DOOR WITH A CORBIN LOCK NO. 15481RS KEYED FOR #2 SERIES.
PROVIDE TWO (2) COPIES OF THE KEY TO NJDOT AND ONE (1) COPY TO THE
" ALUM. 5052-H32
ELECTRIC UTILITY.
6" x 6" X" THK. ALUM.
5052-H32
ALL WELDS SIZES ARE ".
"
13.
GFCI DUPLEX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1"
X
RECEPTACLE
(3)"-20 NC X " LG. S.S.
LOCKNUTS PER HINGE
(TYP.)
6"
CARRIAGE BOLTS, WASHERS &
"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
"
7
TYP.
HINGE" S.S. WITH
X
A
X
X
X
X
X
X
UTILIZING THREE POINT LATCHING
DOOR" ALUM.
(TOP, BOTTOM, & SIDE)
DOOR GASKET - CLOSED CELL NEOPRENE
(3)" DIA. RIVETS PER HINGE
DOOR STIFFENER
CORBIN LOCK NO. 15481RS
65 AMP
SECTION A-A
BLACK
KEYED FOR #2 SERIES
" AIR SPACE
WHITE
" PLYWOOD
RED
LOAD CENTER
PANEL
" STN. STL. PIN
S.S. HANDLE & ASSEMBLY
54"
A
X
X
X
X
X
6
METER
SOCKET
1"
0.234"
"
PROVIDE S.S. FASTENERS
.125"
FOR GROUNDING
.750"
5"
3"
3"
COUPLING
SCHEMATIC WIRING DIAGRAM:
10"
1’-8"
LEGEND
" -10NC THD
1 "
6
MIN.
3
7
"
12"
1"
4"
5"
WEATHERPROOF, 20AMP GFCI DUPLEX RECEPTACLE GROUND FAULT, IN
3"
MALLEABLE IRON BOX.
13"
RIGID METALLIC SERVICE CONDUIT. (SEE GENERAL
3
ANCHOR BOLT DETAIL AS SHOWN.
4
LOCATIONS FOR DISTRIBUTION CONDUITS - FOR NUMBER,
DIMENSIONS MAY
"
2
ITS-704-23
2’-6"
" DIA. X 12 FT. LONG GROUND ROD.
2’-0"
5
1
.
D
Y
A
B
R
.
D
"
8
E
S
O
1
C
A IR
Y
U
R
T
O EQ I
IL
T
BDC-11D-03 - ORIGINAL SHEET
8
+
U
NJDOT Design Services
3
2"
6"
11"
7"
30.000000:1.00000
scale=
ONE (1) 2-POLE 30 AMP TWO (2) 2-POLE 20 AMP, AND FOUR (4) 1-POLE 20 AMP
R
1"
PROVIDE ONE (1) MAIN BREAKER 2-POLE 65 AMP; ONE (1) 2-POLE 40 AMP,
NOT TO SCALE
ITEM
CONSTRUCTION PLANS FOR DIRECTION AND SIZE.)
27-SEP-2011 08:50
AND TO FEDERAL SPECIFICATION W-C-375B FOR CLASS 10A OR CLASS 10B.
BREAKERS.
3
date=
LOAD CENTER PANEL WITH ENCLOSURE- PROVIDE 125 AMP MAIN-RATED BUS,
CIRCUIT BREAKERS THAT ARE UL LISTED, COMPLY WITH NEMA STANDARDS,
PLAN
1
TPOKEEG
AREA METER SOCKET IS TO BE INSTALLED
AND FURNISHED BY CONTRACTOR).
CONFORMING TO FEDERAL SPECIFICATION W-P-115C, TYPE 1, CLASS 1. PROVIDE
7"
ID=
METER SOCKET-INSTALLED BY CONTRACTOR-PROVIDED BY UTILITY COMPANY
ON REQUEST. (IN JCP&L CO.
1"
1"
FREE FIT
12"
5"
120/240 VOLT
MAT’L - STEEL, GALVANIZED
PER ASTM A-153
3"
4
MAT’L - STN. STL.
10"
6"
2" 2"
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
6"
4
SEE ITS PLANS
FREE FIT
3
4"
1
3
120/240V, 1 PHASE, 3 WIRE
" -10NC THD
3"
2"
5"
(MIN.)
5"
ELECTRIC SERVICE
10"
SIDE ELEVATION
FRONT ELEVATION
SECONDARY RACK
FLAT & LOCK WASHER
2"
POLE MOUNTED
1.250"
3"
"
10"
4"
TO UTILITY CO’S
1"
0.188"
1’-8"
3
3"
VARY TO ACCOM-
NEW JERSEY DEPARTMENT OF TRANSPORTATION
MODATE THE METER
1"
2
CABINET SUPPLIED.
"-10NC THD.
FREE FIT
ITS DETAILS
SIZE AND POSITION SEE GENERAL PLANS.
APPROX. 7 CU. FT.
11"
5
RADIUS - SUBJECT TO APPROVAL OF UTILITY COMPANY.
CONCRETE
ELEVATION
BOTTOM VIEW
ANCHOR BOLT
MAT’L - STEEL
PER ASTM A-576
CAP SCREW
MAT’L - STN. STL. PER
ASTM A-193 GRADE B-8
NOTE:
ALL CONCRETE SHALL BE CLASS "B".
FOUNDATION ITS TYPE MC
3
METER CABINET ITS & FOUNDATION
ITS TYPE MC
ANCHOR BOLT ASSEMBLY
*
*
file=
5’-10"
4’-2"
9"
7
9
5
5
1’-4"
8
9"
2"
4
7
6"
5
2’-6"
DIRECTONFA
"A"
5
3
9"
4
1
4"
5"
6"
1’-4"
5
5
6"
10"
1’-8"
10"
3
"A"
5
1’-6"
6"
5
8
5
1
DIRECTONFA
1
" DIA.
2
3" DIA. RMC TERMINATED INTO JUNCTION BOX.
3
RMC (SERVICE CONDUIT). SEE GENERAL CONSTRUCTION
X 12 FT. LONG GROUND ROD.
PLANS FOR DIRECTION AND SIZE. IF NOT SPECIFIED, INSTALL 2" DIA. RMC.
4
2" DIA. RIGID METALLIC CONDUIT. (SERVICE CONDUIT)
5
ANCHOR BOLT (TYP. SEE "ANCHOR BOLT DETAIL").
6
DRAIN - 1" DIA. RIGID METALLIC CONDUIT. (PITCH DOWN TO JUNCTION BOX.)
7
2" X 2" X 1" GALVANIZED TEE FITTING FOR DRAIN.
8
RMC (INTERCONNECT CONDUIT). SEE GENERAL PLAN FOR
DIRECTION AND SIZE. IF NOT SPECIFIED INSTALL 2" DIA. RMC.
9
10
2" DIA RMC (INTERCONNECT CONDUIT)
RADIUS - SUBJECT TO APPROVAL OF UTILITY COMPANY.
5
5
6
9"
5
5’-2"
3"
6"
6"
6"
3" 3"
6"
5"
2’-1"
9"
1’-4"
5"
1’-"
1’-4"
4"
10"
5’-2"
2’-6"
10"
ITEM DESCRIPTION
"A"
"A"
NOTES:
1. ALL CONDUITS WITH COUPLINGS ARE TO BE
PLAN
EMBEDDED, PLUMB AND FLUSH WITH TOP OF
1’-8"
CONCRETE FOUNDATION.
1"
1"
2. INSERT J-BOLT 1" +/-
2"
5"
5
"
2"
LEVEL
1
2
1"
5
5"
2
5
+
1"
1’-8"
1
5
1"
PLAN
1’-8"
1’-8"
3. POUR MONOLITHIC FOUNDATIONS.
1"
4. ALL CONCRETE TO BE CLASS "B".
5. PLUG/CAP ALL CONDUIT ENDS.
"
R
A
D
.
E
U
A
Q
T
S
IL ’D
IT
B
Y
Y
R
R
4
M
IN
.
9
C
O
.
8
6.
FOUNDATION AS REQUIRED BY THE UTILITY COMPANY.
18
"
O
R
R
4
3
9
R
A
E
Q
S
U
Y
IR
C
U
E
O
T
.
IL D
IT
8
Y
B
A
D
2’-6"
.
4"
3
O
10
2’-0" MIN.
18
2’-6"
2’-0" MIN.
2’-6"
10
" INTO 3" COUPLING
ELEVATION
ELEVATION
FOUNDATION ITS TYPE "D"
FOUNDATION ITS TYPE "D-MC"
CLASS "B" CONCRETE
3’-6"
1’-8"
3’-6"
"A"
"A"
SECTION A-A
5
5
1
7
1’-0"
5
5
DIRECTONFA
6"
5"
6"
"A"
5
3
1
5
DIRECTONFA
2 OR 4-3/4 " DIA ANCHOR
BOLTS WITH 1" OF
THREAD. COUPLINGS,
STN. STL. HEX
HEAD CAP SCREWS
1" LG. ASTM A193,
GRADE B8, STN. STL. LOCK
WASHERS AND STN. STL.
FLAT WASHERS. ALL THREAD
STN. STL. LOCK WASHER
TO BE " -10NC CL.
STN. STL. FLAT WASHER
2 FIT.
" I.D. X 1" O.D.
3" LG. GALV. COUPLING
12"
5"
5
6"
1’-2"
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
2’-0"
6"
4
"A"
4"
2’-0"
5"
7"
5
1’-9"
1’-0"
3"
3"
3
6"
1’-0"
6"
5"
1’-0"
5"
6"
1’-9"
6"
10"
12" LG. HOOK BOLT WITH
1" OF THREAD. TOP 6" TO
6
PLAN
2
2
PLAN
BE GALVANIZED PER
ASTM A-153
1"
BDC-11D-03 - ORIGINAL SHEET
NJDOT Design Services
18
"
R
O
A
R
D
R
.
A
E
Q
S
B
U
Y
IR
C
E
O UT
.
IL D
IT
Y
3
4
3’-0"
2’-0"
10
1"
10
18
"
O
R
A
D
A
E
.
Q
S
B
U
Y
I
R
C
E
O UT
.
IL D
IT
Y
R
R
TYP. ANCHOR BOLT DETAIL
NOT TO SCALE
3’-0"
2’-0" MIN.
30.000000:1.00000
scale=
27-SEP-2011 08:50
date=
TPOKEEG
ID=
1"
6
2"
5
5"
5
1"
1
1"
2"
5
5"
1
3
ITS-704-24
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
ELEVATION
FOUNDATION ITS TYPE "C-MC"
ELEVATION
FOUNDATION ITS TYPE
C, C-MC, D & D-MC
FOUNDATION ITS TYPE "C"
*
*
file=
11’-8"
10’-4"
WOOD CURBING
TIMBERS 8" X 8"
NUMBER OF COMMUNICATIONS CONDUITS
AS SHOWN IN THE FIBER OPTIC PLANS
NUMBER AND SIZE OF
ELECTRIC SERVICE CONDUITS AS SHOWN
IN THE FIBER OPTIC PLANS
4’ TYP.
HUB BUILDING
13’-8"
12’-4"
COMMUNICATIONS
CRUSHED STONE
SEED AND
FERTILIZER
3"
4"
4’-0"
3"
4"
CONCRETE PLATFORM
CONCRETE PLATFORM
4’-0"
6’-0"
CONCRETE PLATFORM
5’-8"
GROUNDING PLAN
4’ GATE LOCK
CHAIN LINK FENCE
PLAN VIEW
PCH WALL
PAVERS
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
PLAN VIEW
pen table=
CABLE LADDER
METER PAN FOR
200A, 120V, 1 PHASE,
3 WIRE SERVICE
4.5"
(IF RQUIRED)
5’-0"
1.5"
3"
12"
1.5"
3" RMC
scale=
30.000000:1.00000
CONDUIT RISER
2’-6" MIN.
BDC-07D-03 - ORIGINAL SHEET
MISC. CHANGES
BDC-11D-03
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
DENSE GRADED AGGREGATE FOUNDATION
2’-6" MIN.
NOT TO SCALE
ITS-704-25
10’-0"
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
COMMUNICATIONS CABLE ENTRANCE DETAIL
NEW 3" RMC
SERVICE ENTRANCE DETAIL
COMMUNICATION HUB
SHEET 1 OF 4
*
*
file=
CONCRETE*
HOLLOW METAL
*
LOUVER (TYP.)
*
FACIA (TYP.)
DOOR AND FRAME
TOP OF CONCRETE
STRUCTURE
LIGHT FIXTURE
*
9’-0"
FACE BRICK (TYP.)
3" RIGID GALVANIZED
11"
STEEL CONDUIT RISER
4"
CONCRETE
INSIDE FLOOR
10^
3"
PLATFORM
6" (TYP.)
TOP OF
FOUNDATION
6" (TYP.)
3" WALLS
6" DENSE GRADED
FRONT
AGGREGATE BASE
DETAIL "A"
RIGHT SIDE
COURSE (TYP.)
3" WALLS
A/C (TYPICAL)
A/C (TYPICAL)
*
*
5"
LOUVER (TYP.)
*
ADDITIONAL MAT
4" x 4" - W4/W4
#13 BAR
(18" LONG MIN.)
DAYTON SUPERIOR INSERT
F-64 91/2" x 6")
SEE
DETAIL "B" - ADDITIONAL REINFORCING
DETAIL "A"
EMERGENCY *
"
POWER INLET
ELECTRIC
*
pen table=
5’-0"
CONCRETE
PLATFORM
PLATFORM
12"
CONCRETE
1-4" SCHEDULE 40 PVC
2’-6"
DETAIL "B"
5"
DETAIL "C"
REF.
5"
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
DETAIL "C"
SEE
SEE
"
8’-2"
METER FAN
4’-0"
SUMP FOR CONDENSATE
4x4 - W4/W3 WELDED WIRE MATS
(2) MATS IN ROOF WITH ADDITIONAL #13 @ 15" INSIDE FACE (SHORT SPAN ONLY)
scale=
30.000000:1.00000
(1) MAT IN WALLS
(2) MATS IN FLOOR WITH ADDITIONAL #13 @ 8" EACH FACE (SHORT FACE ONLY)
ADDITIONAL #13 BARS EACH FACE ALL SIDES OF OPEING
NOT TO SCALE
2’-0"
ITS-704-26
4’-0
5’-0"
4’-0
5’-0"
" TO 1" GRADED STONE
" BOLT @ 18"
+
-
NEW JERSEY DEPARTMENT OF TRANSPORTATION
1-4" SCHEDULE 40 PVC
BDC-07D-03 - ORIGINAL SHEET
MISC. CHANGES
BDC-11D-03
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
SUMP FOR CONDENSATE
*
MANUFACTURED AND DELIVERED TO
ITS DETAILS
" TO 1" GRADED STONE
THE SITE PREASSEMBLED.
ITEMS PROVIDED BY PREFAB BUILDING.
4’-0"
4’-0"
COMMUNICATION HUB
LEFT SIDE
NOTE:
1.
ALL BAR SIZES ARE DESIGNATED IN SOFT METRIC SIZES.
BACK
SHEET 2 OF 4
*
*
file=
1500W FA
LOAD
HEATER
CENTERS
MOTORIZED INTAKE
LOUVER
3’-0"
AC
2
23" EQUIPMENT RACK B
M
200A
T
T
2’-0"
T
METER
CHANNEL
CABLE LADDERS
ON RIGHT SIDE
20A
WALL, ACROSS
240V
WIDTH, AND ACROSS
100A
40W
DEPTH OF BUILDING
EMERGENCY
FLOUR FIX
40W
CONNECTION
FLOUR FIX
GENERATOR
19" EQUIPMENT
RACK C AND D
SHOP
DESK
36W x 30D
FS
40W
AC
FLOUR FIX
1
20A
STORAGE
FUTURE RACK
240V
CABINET
36W x 18D
40W
FLOUR FIX
ST
T
F
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
SSS
L
23" EQUIPMENT
GRAVITY SHUTTER
LOUVER WITH 650 CFM FAN
scale=
30.000000:1.00000
RACK A
NOT TO SCALE
ITS-704-27
BDC-07D-03 - ORIGINAL SHEET
MISC. CHANGES
BDC-11D-03
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ELECTRIC WIRING PLAN
RACK AND EQUIPMENT LOCATION PLAN
ITS DETAILS
COMMUNICATION HUB
SHEET 3 OF 4
*
*
file=
NON-EMERGENCY
LOAD CENTER
ELECTRIC
UTILITY
SYSTEM
100A
20A
HEATER
WH
20A
RACK A POWER SYSTEMS
AC 1, 240V
120 / 240VAC
20A
3W, 100A, 10
LIGHTING
60 HZ
20A
OUTLETS
2-STAGE
20A
TVSS
OUTLETS
100A
5A
SONET MUX PWR A
225A
5A
SONET MUX PWR B
A
5A
T1 DATA MUX PWR A
EMERGENCY
50A
50A
RECT-
RECT-
-IFIER
-IFIER
V
5A
T1 DATA MUX PWR B
10A
LOAD CENTER
75A
RACK FUSES
PORTABLE
EMERGENCY
100A
20A
AC 2, 120V
SWITCH
48V BATTERY
15A
LIGHTING
G
SAFETY
2W 100A
SWITCH
60 HZ
15A
FAN
20A
RACK OUTLETS
3 KVA MODULAR INVERTER
DIST. MODULE
48 VDC POWER PLANT
1 KVA
30A
48V DC
30A
15A
RACK B OUTLETS, 120VAC
30A
15A
RACK C EQUIPMENT, 120VAC
15A
RACK D EQUIPMENT, 120VAC
scale=
30.000000:1.00000
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
INVERTER BYPASS
120 VAC
& BYPASS
120 VAC
70A @ 4 OR 10 HRS.
OUTPUT
100A
1 KVA
100A
1 KVA
TRANSFER
GENERATOR
ELECTRICAL SERVICE LOAD CENTERS
NOT TO SCALE
ITS-704-28
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
COMMUNICATION HUB
SHEET 4 OF 4
*
*
file=
SHOULDER
6’
SHOULDER
DIRECTION OF
LOOP
A
TRAVEL
B
C
D
F
E
3’
3’ (TYP.)
DIRECTION OF
SHOULDER
IDENTIFICATION OF TRAFFIC MONITORING LOOPS
TRAVEL
A
C
B
3’
TEMPERATURE SENSOR
1.
12’ AXLE SENSORS TO BE
CENTERED IN THE LANE.
1" RMC (TYP.)
FROM JUNCTION BOX
6’
JUNCTION BOX
SHOULDER
TAG THE LEADING LOOP AS LOOP "A" (FIRST LOOP IN THE DIRECTION OF TRAVEL OF THE RIGHT MOST
LANE VARIOUSLY CALLED SLOW, SHOULDER, OR TRAVEL LANE), LOOP "B" AS THE TRAILING (SECOND)
TO EXTEND 1’-6" INTO
LOOP
IDENTFY LOOPS WITH DURABLE IDENTIFICATION TAGS ON EACH LOOP LEAD PAIR. AFFIX LETTERS AS
FOLLOWS:
PAVED ROADWAY.
LOOP IN THE SAME LANE AND LOOP "C" AS THE THIRD LOOP IN THE SAME LANE.
1 LANE
TEMPERATURE SENSOR
3’
12’ AXLE SENSORS TO BE
CENTERED IN THE LANE.
3’
2 LANE
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
12’ (TYP.)
LOOP
SIMILARLY DESIGNATE LOOPS IN THE OPPOSITE DIRECTION BY LANE STARTING IN THE RIGHT MOST
LANE, USING THE NEXT GROUP OF LETTERS, THEN ACROSS THE LANES TO THE DIVIDER OR MEDIAN.
1" RMC (TYP.)
FROM JUNCTION BOX
JUNCTION BOX
6’
IDENTIFY LOOPS IN GROUPS, WITH THE LEADING LOOP IN THE DIRECTION OF TRAVEL ALWAYS
IDENTIFIED BY THE FIRST LETTER IN THE GROUP. ASSIGN THE GROUPS BY LANE ACROSS ROADWAY,
TOWARD THE DIVIDER OR MEDIAN.
JUNCTION BOX
1" RMC (TYP.)
FROM JUNCTION BOX
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
(TWO) 3" RMC (TYP.)
JUNCTION BOX
NOTES:
1" RMC (TYP.)
SHOULDER
6’
H
G
I
FROM JUNCTION BOX
(TWO) 3" RMC (TYP.)
1.
CLEAN SLOTS FOR WEIGHT AXLE SENSOR, LOOPS AND LEAD-IN CABLES (PRESSURE WASHED
WITH WATER) AND DRY PRIOR TO THE APPLICATION OF GROUT.
2.
STAGGER ADJACENT LANE SENSORS.
3.
WHERE CONCRETE ROADWAY EXISTS, INSTALL LOOPS IN CONCRETE SURFACE PRIOR TO RESURFACING.
4.
WHERE REFLECTORS AND CASTINGS AND RUMBLE STRIPS ARE TO BE INSTALLED, ADJUST THE DEPTH
OF THE LOOP LEADS AND AXLE SENSOR CABLES ACCORDINGLY TO AVOID DAMAGE.
5.
ENSURE GROUT CURES AND IS CAPABLE OF SUPPORTING VEHICULAR TRAFFIC WITHIN A MAXIMUM
OF 60 MINUTES FROM START OF INSTALLATION.
6.
INSTALL LOOPS AFTER MILLING PROCESS, IF PERFORMED, AND PRIOR TO THE INSTALLATION OF THE
FINAL OVERLAY.
7.
SENSOR SPACING SHOWN IS TYPICAL SPACING REQUIREMENT. ACTUAL SENSOR SPACING MAY BE
ALTERED TO SUIT SITE CONDTIONS AND MANUFACTURER’S RECOMMENDATION.
8.
USE THIN WALLED PLASTIC TUBING TO CONTAIN THE SENSOR LEAD WIRE. INSTALL THE TUBING
FROM THE END OF THE SENSOR SLOT TO A POINT 6-12 INCHES INSIDE THE JUNCTION BOX OR
CONDUIT END.
9.
INSTALL PIEZO SENSORS A MINIMUM OF 2 FEET FROM CRACKS, JOINTS, OR SAWCUTS WHEN
POSSIBLE.
10.
PROVIDE EACH SENSOR WITH A SUFFICIENT LENGTH OF SHIELDED LEAD CABLE FOR TERMINATION
AT THE CONTROLLER IN THE CABINET WITHOUT SPLICING.
11.
INSTALL TEMPERATURE SENSOR IN SHOULDER PER MANUFACTURER’S RECOMMENDATION. SUPPLY ONE
TEMPERATURE SENSOR PER WIM COMPUTER.
12.
WHEN ENCAPSULATION MATERIAL IS FULLY CURED, GRIND FLUSH WITH ROAD SURFACE USING AN
ANGLE GRINDER OR BELT SANDER.
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
DIRECTION OF
SHOULDER
E
TRAVEL
D
F
J
3’ (TYP.)
K
L
DIRECTION OF TRAVEL
A
SENSOR LAYOUT
FOR WEIGH IN MOTION SITES
B
DIRECTION OF
TRAVEL
C
H
G
I
SHOULDER
D
E
F
3’ (TYP.)
TEMPERATURE SENSOR
JUNCTION BOX
1" RMC (TYP.)
FROM JUNCTION BOX
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
A
B
C
3 LANE
SHOULDER
TEMPERATURE SENSOR
1" RMC (TYP.)
FROM JUNCTION BOX
JUNCTION BOX
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
4 LANE
TYPICAL INSTALLATION - WIM ROADWAY DEVICES
GROUT
6’-0"
CLASS 1 SENSOR
1" MIN.
C
6’-0"
GAUGE WIRE. NUMBER OF TURNS 4
TRAFFIC
LANE
" MAX.
12’
ROADWAY
3 1/2" MIN.
SINGLE PASS WET SAW CUT WITH CONCRETE BLADE.
PRESSURE WASH SLOT WITH WATER AND
BLOW DRY BEFORE SEALANT IS POURED.
D
D
1" RMC CONDUIT
RUN BETWEEN
J.B. AND EXTEND
ENSURE SAW CUT WIDTH IS "
WIDER THAN CABLE DIAMETER.
B
B
1.
SECTION A-A
THIN WALL," MIN. I.D.,
FLEX TUBING PVC
OR POLYETHYLENE
ROADSIDE JUNCTION BOX
3.
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
2"
SHOULDER SURFACE
2.
pen table=
" MIN.
1’-6" INTO PAVED
SHOULDER
5.
LOOP SEALANT
SENSOR LEAD
A
A
C
INDUCTIVE LOOP CONSISTS OF NO. 14
PIEZO TYPE AXLE SENSOR DETAILS
4.
GROUT
SENSOR LEAD
1"
INDUCTIVE LOOP DETAILS
SECTION D-D
ROADWAY
"
1" MIN.
CLASS 1 PIEZO
ELECTRIC
SENSOR
2" MIN.
1"
LEAD IN WIRES
1"
EPOXY
SLOT MADE BY
SECTION B-B
WET CUTTING 2 PASSES
WITH CONCRETE SAW.
SQUARE OUT
BY CHISEL
"
1"
"
scale=
30.000000:1.00000
"
SECTION C-C
SENSOR LEAD CABLE SEALED
NOT TO SCALE
INTO ROAD SURFACE
LOOP CABLE SEALED INTO ROAD SURFACE
SHOULDER
ITS-704-29
TRAFFIC LANE
SHOULDER
TRAFFIC LANE
EXCAVATE & FILL
1’-6"
NOTES:
NEW JERSEY DEPARTMENT OF TRANSPORTATION
1. LEAD WIRES TWISTED MINIMUM OF 3 TURNS PER FOOT.
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
1’-6"
2. DRILL HOLE 1’-6" FROM EDGE OF SHOULDER TO
INSTALL RMC CONDUIT.
ITS DETAILS
JUNCTION BOX
3. 1" RMC CONDUIT RUN BETWEEN JUNCTION BOX
AND SHOULDER SURFACE.
1" RMC CONDUIT RUN TO EXTEND 1’-6" INTO PAVED
ROADWAY TO ROAD SIDE JUNCTION BOX
JUNCTION BOX
4. INSTALL JUNCTION BOX AT ROAD EDGE FOR CONNECTIONS
TO FEEDER CABLE.
5. MAKE ALL CONNECTIONS BETWEEN LEAD WIRES AND LOOP
DETECTOR CABLE IN THE JUNCTION BOX.
1" RMC CONDUIT RUN TO EXTEND 1’-6" INTO PAVED
ROADWAY TO ROAD SIDE JUNCTION BOX
WEIGH IN MOTION SYSTEMS,
ROADWAY DEVICES
LOOP CABLE ROUTING DETAILS
AXLE SENSOR CABLE ROUTING DETAILS
*
*
file=
SHOULDER
6’
SHOULDER
DIRECTION OF
LOOP
A
TRAVEL
B
C
D
6’
3’ (TYP.)
DIRECTION OF
SHOULDER
IDENTIFICATION OF TVS ROADWAY LOOPS
TRAVEL
A
B
6’
1.
LOOP
1" RMC (TYP.)
FROM JUNCTION BOX
JUNCTION BOX
SHOULDER
TAG THE LEADING LOOP AS LOOP "A" (FIRST LOOP IN THE DIRECTION OF TRAVEL OF THE RIGHT MOST
LANE VARIOUSLY CALLED SLOW, SHOULDER, OR TRAVEL LANE), LOOP "B" AS THE TRAILING (SECOND)
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
6’
IDENTFY LOOPS WITH DURABLE IDENTIFICATION TAGS ON EACH LOOP LEAD PAIR. AFFIX LETTERS AS
FOLLOWS:
LOOP IN THE SAME LANE AND LOOP "C" AS THE THIRD LOOP IN THE SAME LANE.
1 LANE
JUNCTION BOX
1" RMC (TYP.)
FROM JUNCTION BOX
2 LANE
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
SIMILARLY DESIGNATE LOOPS IN THE OPPOSITE DIRECTION BY LANE STARTING IN THE RIGHT MOST
LANE, USING THE NEXT GROUP OF LETTERS, THEN ACROSS THE LANES TO THE DIVIDER OR MEDIAN.
DIRECTION OF TRAVEL
1" RMC (TYP.)
FROM JUNCTION BOX
JUNCTION BOX
LOOP LAYOUT
FOR TRAFFIC VOLUME SYSTEM
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
3" RMC
SHOULDER
IDENTIFY LOOPS IN GROUPS, WITH THE LEADING LOOP IN THE DIRECTION OF TRAVEL ALWAYS
IDENTIFIED BY THE FIRST LETTER IN THE GROUP. ASSIGN THE GROUPS BY LANE ACROSS ROADWAY,
TOWARD THE DIVIDER OR MEDIAN.
JUNCTION BOX
NOTES:
1" RMC (TYP.)
E
F
FROM JUNCTION BOX
3" RMC (TYP.)
1. STAGGER ADJACENT LANE LOOPS.
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
2. WHERE CONCRETE ROADWAY EXISTS, INSTALL LOOPS IN CONCRETE SURFACE PRIOR TO RESURFACING.
SHOULDER
DIRECTION OF
TRAVEL
3. WHERE REFLECTORS AND CASTINGS AND RUMBLE STRIPS ARE TO BE INSTALLED, ADJUST THE DEPTH
OF THE LOOP LEADS ACCORDINGLY TO AVOID DAMAGE.
D
C
G
3’ (TYP.)
A
4. INSTALL LOOPS AFTER MILLING PROCESS, IF PERFORMED, AND PRIOR TO THE INSTALLATION OF THE
FINAL OVERLAY.
DIRECTION OF
TRAVEL
B
H
E
F
5. LEAD WIRES TWISTED MINIMUM OF 3 TURNS PER FOOT.
6. DRILL HOLE 1’-6" FROM EDGE OF SHOULDER TO INSTALL RMC CONCUIT.
SHOULDER
C
D
7. 1" RMC CONDUIT RUN BETWEEN JUNCTION BOX AND SHOULDER SURFACE.
3’ (TYP.)
JUNCTION BOX
1" RMC (TYP.)
FROM JUNCTION BOX
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
8. INSTALL JUNCTION BOX AT ROAD EDGE FOR CONNECTIONS TO FEEDER CABLE.
A
9. MAKE ALL CONNECTIONS BETWEEN LEAD WIRES AND LOOP DETECTOR CABLE IN THE JUNCTION BOX.
B
3 LANE
SHOULDER
1" RMC (TYP.)
FROM JUNCTION BOX
JUNCTION BOX
TO EXTEND 1’-6" INTO
PAVED ROADWAY.
4 LANE
TYPICAL INSTALLATION TVS ROADWAY LOOPS
GROUT
6’-0"
1" MIN.
6’-0"
INDUCTIVE LOOP CONSISTS OF NO. 14
GAUGE WIRE. NUMBER OF TURNS 4
TRAFFIC
LANE
A
A
3 1/2" MIN.
SINGLE PASS WET SAW CUT WITH CONCRETE BLADE.
PRESSURE WASH SLOT WITH WATER AND
BLOW DRY BEFORE SEALANT IS POURED.
ENSURE SAW CUT WIDTH IS "
WIDER THAN CABLE DIAMETER.
B
B
1.
SECTION A-A
SHOULDER
2.
3.
pen table=
\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
5.
4.
GROUT
INDUCTIVE LOOP DETAILS
1" MIN.
2" MIN.
LEAD IN WIRES
scale=
30.000000:1.00000
SECTION B-B
NOT TO SCALE
LOOP CABLE SEALED INTO ROAD SURFACE
SHOULDER
ITS-704-30
TRAFFIC LANE
EXCAVATE & FILL
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03 MISC. CHANGES
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
1’-6"
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
JUNCTION BOX
1" RMC CONDUIT RUN TO EXTEND 1’-6" INTO PAVED
ROADWAY TO ROAD SIDE JUNCTION BOX
TRAFFIC VOLUME SYSTEM (TVS),
ROADWAY LOOPS
LOOP CABLE ROUTING DETAILS
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*
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SCREENED VENT
SEE NOTE #9
1
CIR. 1
CIR. 5
DUPLEX
4
FAN
3
LIGHT
RECEPTACLE
2
WIRING DIAGRAM ACCESSORIES:
CIR. 6
CIR. 2
1. LOAD CENTER DISTRIBUTION PANEL BOARD.
SPACE
2. DUPLEX RECEPTACLE.
DUPLEX
RECEPTACLE
SPACE
3. CABINET LIGHT AND SWITCH.
SPACE
CIR. 3
SPACE
T
4. THERMOSTATICALLY CONTROLLED FAN.
SW
CIR. 4
SEE NOTE #4
2
SPACE
MINIMUM DIMENSIONS
OF CABINET
SN
3-#4 AWG
STAINLESS STEEL HINGE & PIN
SEE NOTE #5
SCHEMATIC WIRING DIAGRAM: 120/240 VOLT
(100 AMPS)
4’-4"
MIN.
3’-6"
SEE NOTE #6
2’-2"
MIN.
SEE NOTE #3
VENTS
FANS
FAN
THERMOSTAT
CONTROL
LIGHT
DUPLEX
RECEPTACLE
NOTES:
DUPLEX
RECEPTACLE
RJ-11
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\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
1.
2.
3.
4.
FABRICATE CABINET OF " THK. ALUM. (GRADE 50-52-H32)
THE CABINET TO BE MOUNTED WITH THE ANCHOR BOLT
CONFIGURATIONS SHOWN, IF REQUIRED USE" THK. ALUM.
BASE ADAPTER PLATES AND CONSTRUCTED TO MEET
THE MINIMUM CONDUIT ENTRANCE AREA.
JACK(PHONE)
ADJUSTABLE SHELVES
WITH SURGE
PROTECTION
FIT EACH DOOR WITH A GASKET TO INSURE DUST TIGHT
& WEATHERPROOF PROTECTION UNDER ALL WEATHER
CONDITIONS.
MANUAL CONTROL WEATHERPROOF MOMENTARY CONTACT
SWITCH CONNECTED TO 6’-0" REINFORCED CORD STORED
IN RECESS BEHIND SMALL DOOR IN LARGE DOOR.
DISTRIBUTION
PANEL
ADJUSTABLE
MOUNTING
BRACKETS
INSTALL TWO ADJUSTABLE SHELVES FOR TVS SYSTEM
AND ONE ADJUSTABLE SHELVE FOR THE WIM SYSTEM.
SECURE SMALL DOOR WITH A SUB-TREASURY LOCK
#0357S AND KEYED ALIKE FOR #10 AS MANUFACTURED
BY THE AMERICAN HARDWARE CO. NEW BRITIAN, CONN.
6.
SECURE LARGE DOOR WITH A CCL LOCK #15481RS WITH
A MATCH #2 KEY TO BE SUPPLIED TO NEW JERSEY
DEPARTMENT OF TRANSPORTATION. FOR DOOR AND LOCK
DETAILS, SEE DRAWING P-21 SHEET 2 OF 2, OF THE
ELECTRICAL BUREAU SPECIFICATION EBM- TSC -ITB - 8.
BDC-07D-03 - ORIGINAL SHEET
BDC-11D-03
MISC. CHANGES
7.
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:51
scale=
30.000000:1.00000
5.
WITH THE EXCEPTION OF LARGE DOOR LOCK DETAILS,
ALL CABINET DIMENSIONS ARE APPROXIMATE.
FRONT
METER CABINET TYPE P-TMS
NOT TO SCALE
( SHOWN WITH DOOR REMOVED )
8.
SECURE THE LARGE DOOR AT THE TOP AND BOTTOM OF
THE CABINET BY A LOCKING BAR.
ITS-704-31
9.
INSTALL ALUMINUM VENT WITH SCREEN UNDER FRONT LIP
ABOVE DOOR.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
10.
THERMOSTAT TO BE INSTALLED IN TOP OF CABINET.
11.
ENSURE THE MAIN DOOR HANDLE ROTATES INWARD.
12.
MOUNT THE ELECTRIC SERVICE METER AND DISCONNECT
PER METER CABINET ITS & FOUNDATION ITS TYPE MC DETAIL.
13.
FOR FOUNDATION DETAILS SEE FOUNDATION, TYPE "D" OR
TYPE "D-MC" ON THE FOUNDATION ITS TYPE C, C-MC, D & D-MC DETAIL.
ITS DETAILS
CONTROLLER CABINET TYPE P-TMS
*
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WIND SPEED / DIRECTION SENSOR
CELLULAR ANTENNA
GROUND RODS AT 10’
CAMERA PTZ
TINNED GROUNDWIRE #3/0 AWG
GROUND RODS AT 10’
STEEL TOWER
WIVIS SENSOR
AIR TEMPERATURE /
RELATIVE HUMDITY
TOWER / CABLE CLAMP
SENSOR
3’-0"
(TYP.)
FLEXIBLE CONDUIT
10’-0"
(TYP.)
CABINET (SEE NOTE # 1)
R P U
SERVICE DISCONNECT
SEE DETAIL "B"
TOWER GROUNDING
SEE DETAIL "A"
SEE DETAIL "A"
GROUND LEVEL
EXISTING CHAIN LINK FENCE
SEE PLANS
GROUNDING
GROUNDING
CABLE TO SENSORS
NON VEGETATIVE SURFACE
FOUNDATION
(FOR CONTROLLER TOWER DETAIL SEE ITS-704-19)
TOWER
RPU
CONCRETE PAD
3’-0"
5’-0"
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HEX HEAD SET SCREW
TOWER LEG
GATE
GROUND LUG
GROUND CABLE TO BUSSBAR
CABINET FLOOR
FLAT WASHER
GROUND CABLE
GATE, CHAIN LINK FENCE
TO TOWER LEG
SPLITE WASHER
NUT
GROUND LUG
DETAIL "B"
scale=
30.000000:1.00000
DETAIL "A"
NOT TO SCALE
ITS-704-32
BDC-07D-03 - ORIGINAL SHEET
MISC. CHANGES
BDC-11D-03
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:52
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
WEATHER STATION
NOTE:
ROADWAY WEATHER INFORMATION
SYSTEM, WEATHER STATION
INSTALL COPPER MESH OR STEEL WOOL IN ALL CONDUITS WITHIN
THE RPU ENCLOSURE TO PREVENT RODENT INTRUSION.
SHEET 1 OF 2
*
*
file=
SEE DETAIL "A"
4"
9"
" DIA. HOLES
FOR " DIA. ANCHOR
BOLTS (TYP.)
9"
3’-0"
1" THICK
STEEL PLATE
2"
1’-0"
3" DIA. RIGID
NON-METALLIC
CONDUIT
(TYP.)
(TYP.)
3" DIA. RIGID
NON-METALLIC
CONDUIT
9"
4" C/C
(TYP.)
4"
6"
SQUARE
4"
9"
9"
9"
RPU ENCLOSURE
4"
DETAIL "A"
3’-0"
SEE DETAIL "B"
PLAN
2" X 2" X " STEEL. TUBE
HORIZONAL LACING, 8 PIECES
WELDED TO TOWER AND
4" X 4" X " TUBE
STEEL TOWER
" DIA. ANCHOR BOLT
WITH NUTS & WASHERS
FIXED POLE 4" X 4" X "
16 PIECES, LENGTH 1’ -10"
(TYP. 4 PIECES NUTS FOR
EACH BOLT)
STEEL TUBE
1’-5"
3"
1’-3"
1" X " FLAT STOCK TOP 20’
NON-SHRINK GROUT (Fc = 5,000 PSI)
30’-0"
#22 REBAR VERTICAL WITH 9" CC SPACING,
1" X " BOTTOM 10’
6" X 6" X 1" STEEL PLATE
4" OF COVER
4 PIECES
#13 REBAR HORIZONTAL WITH ALL SIDES
HINGE POINT
1’-6"
4" C/C
4 MAIN ANGLE STEEL
SPACING
DETAIL "B"
L 3" X 3" X " TOP 20’
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4 MAIN ANGLE STEEL
L 3" X 3" X " BOTTOM 10’
2" X 2" X" 16 PIECES
EMBEDED PLATE
(TYP.)
TRIANGULAR PLATE " THICK
2 PIECES WELDED TO 12" X 18"
STEEL PLATE IN TRUSS
10’-0" FROM
TOP OF
6" X 6" X 6"
STEEL PLATE
NOTES
1. ALL STEEL PLATES PER ASTM A36.
2. ALL STEEL TUBES PER ASTM A36 OR EQUAL.
WINCH FOR GALVANIZED
WIRE ROPE CABLE
6 X 19 IWRC "
3. ALL STEEL FLATE BAR PER ASTM A36.
4. ALL STEEL ANGLES PER ASTM A36.
5. ALL ANCHOR BOLTS PER ASTM A307 & GALVANIZED PER ASTM A153.
6. ALL ANCHOR BOLT NUTS PER ASTM A563 GRADE 1H OR ASTM 194 GRADE 2H.
6’-0"
STEEL TOWER
7. ALL WELD FILLER MATERIAL PER ER70S-3, AWS 5.18.
5’-6"
8. ALL BOLTS PER ASTM A325 & GALVANIZED PER ASTM A153.
8" C/C
9. FABRICATE STRUCTURE TO SUPPORT THE DESIGN CRITERIA OF
2009 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURE SUPPORTS.
SPACING
scale=
30.000000:1.00000
10. CONCRETE FOUNDATION PER ACI 301 & ACI 318 CONCRETE Fc = 3,000 PSI MIN.
11. REBAR Fy = 60,000 PSI MIN.
12. ALL WELDING PER AWS D1.1.
NOT TO SCALE
13. ENTIRE STRUCTURE TO BE GALVANIZED PER ASTM A153 AFTER FABRICATION.
SEE CONCRETE FOUNDATION
DETAILS
14. ALL REBARS ARE DESIGNATED IN SOFT METRIC BAR SIZES.
ITS-704-33
BDC-07D-03 - ORIGINAL SHEET
MISC. CHANGES
BDC-11D-03
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:52
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ITS DETAILS
APPROX. 54 CU . FT. OF
MIN. 3,000 PSI CONCRETE
ROADWAY WEATHER INFORMATION
SYSTEM, WEATHER STATION
4’-6"
TOWER
FOUNDATION
SHEET 2 OF 2
*
*
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SURFACE
SENSOR
" WIDE X 3" DEEP SAW KERF
LINED UP WITH CENTER OF CAVITY
WEATHERPROOF CONNECTOR
LOCATE THE SURFACE SENSORS AN EQUAL DISTANCE BETWEEN THE
CENTER LINE OF THE LANE AND THE CENTER LINE OF THE WHEEL TRACK.
INSTALL SUB SURFAC TEMPERATURE PROBE IN ROADWAY SHOULDER.
SENSOR CABLE
CHISEL OUT TO FIT
2 LANE HIGHWAYS
MULTI-LANE HIGHWAYS BRIDGE/ROADWAY
AS SHOWN
TRAFFIC FLOW
TRAFFIC FLOW
LEFT
LANE
TRACK
RIGHT
LANE
TRACK
CENTER OF LANE
JUNCTION BOX
RIGHT
LANE
TRACK
BARRIER CURB
EXPOSED RNMC AS SHOWN
1" FLEXIBLE RNMC
LEFT
LANE
TRACK
CENTER OF LANE
RIGHT
LANE
TRACK
CENTER OF LANE
ROADWAY INSTALLATION
TRAFFIC FLOW
TRAFFIC FLOW
SENSOR CABLE CONNECTOR
LEFT
LANE
TRACK
ON PLAN
SENSOR CABLE
GROUND WIRE
BRIDGE ABUTMENT
6"X6"X4"
JB
1" FLEXIBLE RNMC
ANCHORED EVERY 5’
" SS ANCHOR, WASHERS,
LOCK WASHERS AND SCREWS
COVER
5" - 5" CORE HOLE
" WIDE X 3" DEEP SAW CUT
1 " DIA. HOLE FOR SUBSURFACE
LINED UP WITH CENTER OF CAVITY
S
TEMPERATURE PROBE
CHISEL OUT TO FIT
SENSOR CONNECTOR
" TO 1" FEED THROUGH
PROBE CABLE
HOLE IN BRIDGE DECK
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\\Njdotprjws\v8system\NJDOTWS\Projects\NJDOTE
(IF REQUIRED)
BRIDGE INSTALLATION
1’-5"
" WIDE X 3" DEEP SAW CUT
SUBSURFACE TEMPERATURE PROBE
SUBSURFACE TEMPERATURE
PROBE INSTALLATION IN SHOULDER AREA
6-3/4" COREHOLE X 3-1/4" DEEP
scale=
30.000000:1.00000
LINE UP WITH CENTER OF CAVITY
TEMPERATURE SENSOR
NOT TO SCALE
ITS-704-34
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BDC-07D-03 - ORIGINAL SHEET
MISC. CHANGES
BDC-11D-03
NJDOT Design Services
ID=
TPOKEEG
date=
27-SEP-2011 08:52
12" LONG X 1/2" WIDE X 3/4" DEEP SAW CUT
ITS DETAILS
WIRELESS INSTALLATION
ROADWAY WEATHER INFORMATION
SYSTEM, ROADWAY DEVICES
*
*
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