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N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
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$FIL
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E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
0722-152
HOLLYWOOD AVENUE
OVER ROUTE 46
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
F. GOLDOVSKY
A. HARING
A. HARING
DESCRIPTION UNIT
QUANTITIES
CONTRACT
QUANTITY
REFERENCES:
LEGEND:
GUIDERAIL ATTACHMENT,
TYPE ’A’ (4 LOCATIONS)
GENERAL PLAN AND ELEVATION
BRIDGE REPAIRS
ITEM
NO.
551015M
605174M
LF
LF
DECK JOINT RECONSTRUCTION
REPAIRING CHAIN-LINK FENCE
42
131
DECK JOINT
RECONSTRUCTION
A. HARING M. MYERS
B3
REPLACE CHAIN-LINK FENCE
FABRIC (EAST SIDE ONLY)
197
DECK JOINT
RECONSTRUCTION
FOR DECK RECONSTRUCTION DETAILS,
SEE BRIDGE SHEET NO. B4.
FOR GENERAL NOTES, SEE BRIDGE SHEET NO. B5.
FOR CHAIN LINK FENCE DETAILS, SEE STANDARD BRIDGE
CONSTRUCTION DETAILS SHEET BCD-8B.
1.
2.
3.
1
1
Grind cover foruniform bearing
CABLE RACK SUPPORT
Weld all mitersunderside
Lgt. Std. Boss
Parapet
Levelling Pad pouredintegrally with Barrier Curb
REINFORCING NOTE: Bars detailed with other steel requirements of job.
Light Standard Anchorage(Cost to be included in pricebid for White Concrete Barrier Curb-Bridge)
Light Standard Anchoragewhere shown on General Plan
1
1
J.B.
On
Br.
J.B.
Off Br.
6�
"
J.B. Frame& CoverSee Note 1
See Note 2
Top of Boss
See
Note 1
Levelling nut
A
A
Pitch to
Drain
Par.
J.B.
Varies
Dk. Slab
Curb
Parapet
Ltg. Std.
Boss
Boss
2" 3"3"
1’-6"
C
C
Barrier
Para
pet
Copin
g
1:1
Ltg. Std. Boss
Boss
Top of
SlabJ.B. C
urb
1:1
B
B
Pitch to
Drain
3’-1�" (C.I. Cover)
E
E
E
E
Weld all corners
E
E
E E
Modify as required at curb
{ Junction Box
Curb Line
{ Junction Box
Level
Finished Grade
3"
Top of Sidewalk
J.B. Frame Anchor
Top of Boss
Levelling Nut
11"
See Note 2
2-LS1
LS2
LS3
Curb Line
4-LS3 2-LS1 5-LS2
Top of Boss
Varies
Varies
{ Fascia
Varies
LS1
1’-8�
" (Fra
me)
1’-7�
" (C.I.
Cover)
2�"
1’-4" Sq.
4-L
S3
@
5-L
S2
@
2’-8" Para
pet
3’-1�" Out to Out
�"‘
1’-4"
1’-1"
2’-10
"
1’-9
"
1’-0
"
2-LS1
1’-5" Sq.
Boss
Varies
Varies
{ Fascia
Varies
8�
"
3-LS3
2-LS2
Top of Boss
J.B. Outline (Dashed)
2-LS1
Anchor Bolts
2-LS1
LS3
LS2
1’-1�" o.c.
Curb Line
ELEVATION
LS3LS2
LS1
SECTION A-A
SECTION B-B
LS3LS2
LS1
PLANANCHORAGE DETAIL
PLAN
ELEVATION
TYPICAL SECTION THROUGH PARAPET SHOWING J.BOX
ELEVATION
PLANANCHORAGE DETAIL
DETAIL "R"
SECTION THROUGH FRAME
NUMERAL DETAILS
SECTION C-C ELEVATION
DETAILS OF NUMERAL PANEL
END SECTION THROUGH JUNCTION BOXESDETAIL OF LIGHTING STANDARD BOSS
FOR 2’-10" BARRIER PARAPET
4-#16 Rebars
1’-10"
1’-7
"
1’-8
"
REBAR DETAILS
Varies
Deck Slab
1’-3�
"
1’-4�
"
See DETAIL "R",
1’-6�"
2’-1"
1’-0"
REBAR DETAILS
1’-5
"
1.
2.
NOTES:
1.
2.
NOTES:
�"
�"
JUNCTION BOX SIZES ARE NOMINAL
DIMENSIONS TO BE USED FOR
REFERENCE PURPOSES AND FOR
DESCRIPTION OF THE PAY ITEM.
REFER TO DETAILS ON THIS SHEET
FOR ACTUAL DIMENSIONS.
Top of Concrete Pedestal
Cast Iron Junction Box Cover to have Stainless Steel Screws and a NeopreneGasket. Mount flush with face of Barrier Curb
�"
�"
�"
8�
"�
"
8�
"
2"
2"
4�
"
Panel, �" depressed�"
1�"3"
1�"1�"1�"
1�" 3" 3" 3�" 3" 3" 3" 3" 3" 3"
2" Min. Cover { 1" Dia. Anchor Bolts
{ 1�" Dia. Riser
4"
1’-3" Dia.
Bolt Circle
{ 1�"
R.M.C.
Riser
6’-0" Sid
ew
alk
1’-5
" Sq.
Boss
10�" o.c.�" Bevel (Typ.)
DETAILS OF LIGHTING STANDARD BOSS ON 8�" PEDESTAL
1’-6" 1’-3" 1’-6" 1’-�" Sq.
3"
Lap, b.w.
1’-3
"
1" Min.
3"
5"
1" Dia., 8-NC-2,
threaded Galv. Sleeve,
Hex. Couplings set flush
with top of conc., plug
with std. Hex Galv.
Socket Screws
1�" Galv. Cond. Pipe
Coupling, set flush. Plug
with Galv. recessed Plug
3-LS3 @ 5" o.c.
1�" R.M.C. Riser
6’-0" Sidewalk
�"
Bevel2-LS2 sp.@ 5"‘
3" Dia. Drain2"
6"
�"
9�
"
2�"�"
5�" 5�"�"
5@�"
1�"
3"
3�"
3"
�" �"6�"6�"
2�" 2�"
2�"
1�"1�"
2�
"
9�
"
5
@�
"
1�"
5
@�
"
�" Dia.
Pick Hole
1�" X 1�" X�" ’s
to be hot-dipped galvanized
after fabrication
1�" for
10" X 36"
Junction Box 5�"
4�" for
10" X 36"Junction Box
1" Dia. hole5 @�" 1�"
6"
2�"
1"
�"
�" 2�"
�"
�"
�" Rib
3"
�" R (TYP.)
18" X 36" SHOWN, 10" X 36" SIMILAR EXCEPT AS NOTED
Coupling, bolts & washers
shall be galvanized.
Coupling shall be hex-
agonal shaped, threaded
continuously with �"
Dia. N.C. Class 2 Free Fit.
Bolts shall be �" Dia.
N.C. Class 2 Free Fit with
hexagonal heads �"
long. Flat washers shall
be 1�" O.D.
NOTE:
Supports in side walls only.
{ 1" Dia. Anchor Bolts
{ 1�"
Riser, Boss
and J.B.
6’-0" Sidewalk
5" o.c.
5" o.c.
�" Bevel
2"
Min. Cover
4"
4"
2"3" Dia. Drain
1’-2"
1’-0"
1’-2"
3"
Lap, b.w.
3"5"3"
4-L
S3
@
5" o.c.
1"
Min.
1�" R.M.C. Riser
1" Dia., 8-NC-2,
threaded Galv. Sleeve,
Hex. Couplings set flush
with top of conc., plug
with std. Hex Galv.
Socket Screws
1�" Galv. Cond. Pipe
Coupling, set flush. Plug
with Galv. recessed Plug
10�" Sq.
6’-0" Sid
ew
alk
2"
11�"
Dia. Bolt
Circle
4"
2"
3" Dia.
R.M.C. Drains
DETAILS OF LIGHTING STANDARD BOSS ON 2’-8" PARAPET
4’-0"
6"
6" 6"8" 8"
2" Cl.
4 - 1" Dia. Anchor Bolts with couplings on 11�" Dia. Bolt Circle
4-#16 Rebars @ 8" O.C.
{ 3" Dia. RigidMetallic Conduit
{ 1�" Dia. RigidMetallic Riser Conduit
1�" Dia. R.M.C.
3" Dia. R.M.C.
2�"
7"1�" R.M.C.
3" R.M.C.
3" for
future resurfacing
2�"
8�" 2"
1"
3�"
�" Dia.
R.M.C. Drain
@ Low End of
J.B. Cut off
Flush with Face
of Barrier Curb
3-L
S3 sp.
@
5"‘
4"
3" Dia.
R.M.C. Drains
2"
1�"
9"
3’-2�" (Frame)
{ 1�"
R.M.C.
Riser
#16 Rebar
#16 Rebar
#16 Rebar
#16 Rebar
11�"
11�
"
Threaded insert tapped
for �" Dia. bolt N.C.,
Class 2, free fit thread.
Furnish with bolt �"
Dia. N.C., Class 2, free
fit thread, thread 1�"
long and 1�" O.D. flat
washer. Bolts and washers
shall be galvanized.
�"
CLASS B
CONCRETE
NOTES:
1. DATE shall be Year of Completion of Structure.
2. NUMERALS proposed for use shall be approved
by the Engineer.
3. COST of the Panel shall be included in the Price
bid for Concrete containing the Panel.
4. Two (2) Panels required.
DETAILS OF ALTERNATE CABLE RACK SUPPORT
6�"
2"
E
E
3�
"
2"
4-�"
Bolts
0
5�
"
E
1�"
1�"
5@�
"1�
"
~
�"
�" Weld all mitersunderside
3’-1�" (C.I. Cover)
1’-6�"1�"
5�" 5�"5@�"
1�"
9"
3’-2�" (Frame)
E
E
Weld all corners
6�"
E
PLAN-FRAME AND COVER FOR 10" X 36" JUNCTION BOX
1�" X 1�" X�" ’s
to be hot-dipped galvanized
after fabrication
E
E
1’- �
" (Fra
me)
11�
" (C.I.
Cover)
2�" 2�"
2�"
1�"1�"
�" �"
NOTES: Letters have �" stroke, depressed �" E - Denotes 1�" X �" X 8" Steel anchors (8 required) Frame and anchors shall bestructural steel
1�"
Junction box coverwithout D.O.T. logoshall be utilized forall intersections andbridges on local roads.
PLAN-FRAME AND COVER FOR 18" X 36" JUNCTION BOX
2�"
1" Dia.
Stl.
Anch.
Bolts
1" Dia. Stl.
Anchor
Bolts
STRUCTURE NAME:
LIGHT POLE BOSS DETAILS
204
B10 204
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
Plot
Tim
e:
Desig
n File:
$FIL
E$
$TIM
E$
$D
AT
E$
$U
SE
RN
AM
E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
0722-152
HOLLYWOOD AVENUE
OVER ROUTE 46
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
Plot
Tim
e:
Desig
n File:
$FIL
E$
$TIM
E$
$D
AT
E$
$U
SE
RN
AM
E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
0722-152
HOLLYWOOD AVENUE
OVER ROUTE 46
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
M. BARN
A. HARINGA. HARING
A. HARING
BRIDGE DECK JOINT
SIDEWALK DECK JOINTSCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
1’-3"
4’-0" 4’-0"
OPENING
1’-0"
1’-3" 1’-3"
{ DECK JOINT
SCALE: 3" = 1’-0"
STEEL RAIL DETAIL
EXISTING COOPER
FLASHING
1" JOINT
1’-0" 1’-0"
OPENING
1" JOINT
EXISTING COOPER
FLASHING
STEEL RAIL
30^
SET RAIL 1/8" BELOW
DECK SURFACE
1/2EACH END
TYP.
NOTES:
3"
6"
#4 BAR ANCHOR
BEND DETAIL
JOINT RECONSTRUCTION DETAILS
1’-0"
LIMIT OF DECK JOINT REMOVAL
AND RECONSTRUCTION
SCALE: 1/2" = 1’-0"
LONGITUDINAL JOINT SECTION
1.90%
1.38%
ROADWAYSIDEWALK
9"
CONCRETE
CURB
1�" 1�"
3"
1’-3"
8"
2’-
0"
6"
{ DECK JOINT
{ DECK JOINT
6’-0�" 15’-0�"CONCRETE
BALUSTRADE
CONTINUOUS NEOPRENE
STRIP SEAL
STEEL RAIL
1
10 1/
8"
{ ROADWAY/SYMMETRY
(DIMENSIONS MEASURED ALONG
CENTERLINE OF JOINT)
QUICKSETTING PATCH
MATERIAL
QUICKSETTING PATCH
MATERIAL
B4
8"x8"x6" METAL
JUNCTION BOX
(ELEC. ITEM)
N.T.S.
(FACE OF ABUTMENTS)
UNDERDECK LIGHTING DETAIL
1�" R.M.C. (ELEC. ITEM),
SEE NOTE 5 1�" F.M.C. (ELEC. ITEM)
UNDERDECK
LIGHTING
ASSEMBLY,
TYPE W
(ELEC. ITEM)
SEE NOTE 4
12’-6" TO ROADWAY (MIN.)
3"
3"
198
REFERENCES:
FOR LOCATION OF UNDERDECK LIGHTING, SEE HIGHWAY LIGHTING PLANS.1.
1.
2.
3.
4.
5.
6.
7.
SCALE: 1/2" = 1’-0"
LONGITUDINAL JOINT SECTION
EXISTING DIMENSIONS ARE TAKEN FROM AS-BUILT PLANS. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION.
FIELD INSTALL NEOPRENE SEAL IN ONE CONTINUOUS PIECE USING
LUBRICANT ADHESIVE. ENSURE THAT THERE IS NO FIELD SPLICING OF THE SEAL.
ENSURE THAT STEEL RAILS SHALL BE AASHTO 270 GRADE 36 OR 50.
FOR ADDITIONAL UNDERDECK LIGHTING MOUNTING DETAILS, FOLLOW APPROVED
MANUFACTURER’S SPECIFICATIONS.
GALVANIZED STEEL CONDUIT CLAMP 10’-0" C/C SPACING, AS PER DWG. L1994M
NJDOT STANDARD ELECTRICAL DETAILS.
THE 3" REMOVAL DIMENSION SHOWN IN DETAILS IS TO EXPOSE TOP MAT OF
REINFORCEMENT PROVIDING 1" OF CLEARANCE BELOW MAT. DIMENSION
MAY INCREASE OR DECREASE BASED ON ACTUAL COVER PROVIDED.
CONTRACTOR TO PROVIDE TEMPORARY RAIL SUPPORT, WHICH IS INCLUDED
IN THE UNIT PRICE OF THE ITEM "DECK JOINT RECONSTRUCTION".
#4 BAR ANCHOR
@ 2’-0" SPACING
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
Plot
Tim
e:
Desig
n File:
$FIL
E$
$TIM
E$
$D
AT
E$
$U
SE
RN
AM
E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
F. GOLDOVSKY
A. HARING
10’ 5’ 0 10’ 20’
SCALE: 1"=10’-0"
RETAINING WALL NO. 1
GENERAL PLAN AND ELEVATION - 1
W-113 14
PT
STA. 12+67.29
PC
STA. 13+95.29
STA. AHEAD
RAMP A
N.J. P
LA
NE
CO
OR
DIN
AT
E S
YS
TE
M
DEVELOPED ELEVATION
7’-0"
170
175
180
185
190
NOTES:
F.F. RETAINING
WALL NO. 1
0 10’
SCALE: 1"=5’-0"
5’ 5’
SCALE: HORIZONTAL 1"=10’-0"
VERTICAL 1"=5’-0"
TOP OF WALL
174.9
6
174.3
8
175.7
3
176.5
2
177.3
2
178.12
173.7
0
174.5
8
174.8
3
175.8
3
175.6
7
175.15
178.2
8
175.4
3
REFERENCES:
165
0+00 0+25 0+50 0+75 1+00 1+25
APPROX. BOTTOM OF
LEVELING PAD, EL. 169.00
EL. 171.50
ROW LINE
8" STEEL, 15PSI
13 KV
PLANSCALE: 1"=10’-0"
Existing Slope LineExisting R.O.W. Line
TOP OF 2’-8"
HIGH PARAPET
MA
TC
H
LIN
E
ST
A. 1+
30.0
0M
AT
CH
LIN
E
ST
A. 1+
30.0
0
POINT STATION
ALIGMENT DATA
COORDINATES
NORTH
PT
PC
PT
POE
EAST
12+67.29
13+95.29
15+48.94
16+78.72
745918.1426
745875.1582
745900.4706
745982.9592
549558.2054
549678.7721
549823.5080
549923.7100
165
170
175
180
185
190
195195
11 12 13 14 15 16
PR
OP.
Exist.
Existing Ground Line
PV
C
11+
50.0
0
EL
EV. 17
3.9
4
EL
EV. 17
3.4
0
PVI 12
+50.0
0
EL
EV. 17
2.19
PV
T 13
+50.0
0
EL
EV. 17
6.0
6
PV
C
15+
35.0
0
EL
EV. 18
3.2
3
PVI 15
+85.0
0
EL
EV. 18
5.16
PV
T 16
+35.0
0
3.87%
L=200’
E=1.41’
K=35.58
L=100’
E=-0.23’
K=53.42
175.5
5
174.2
8
173.11
173.19
174.2
8
179.5
9
181.08
182.2
1
183.17
184.2
3
185.8
1
173.4
2
173.6
0
174.4
8
176.0
6
178.0
0
179.9
3
181.87
183.7
9
185.3
5
173.9
4
P.G.L.
2.00%
EL
EV. 18
6.16
P.G.L.P.G.L.
RAMP A PROFILE
50’ 0 50’ 100’
SCALE: 1"=50’-0"
APPROX. EXIST.
GROUND LINE
@ RT. GUTTER @ LT. GUTTER
PGL
325’-0"BEGIN WALL
STA. 12+70.00, 7’ RT.
EXIS
T. G
RO
UN
D
EL.
TO
P
OF
WA
LL
EL.
GUIDERAIL ATTACHMENT
TYPE A
S 70^22’40" E
P.G.L.
CHAIN-LINK FENCE,
6’-9" HIGH
LP 12
+12.2
6
SCALE: HORIZONTAL 1"=50’-0"
VERTICAL 1"=5’-0"
13+31.29
R, PATEL M. MEYERS
G. SELLNER
BEGIN WALL
STA. 12+70.00, 7’ RT.
B6
SH
EE
T
NO.
B7
SH
EE
T
NO.
B7
{LIGHT POLE
1.
2.
3.
STA. 13+28.7
1.
2.
3.
4.
5.
-1.75%
ARCHITECTURAL BRICK FACE SURFACE TREATMENT USING
FORMLINER TO BE PROVIDED ON EXPOSED FACE OF WALL.
RAISED BRICK FACE TO BE STAINED COLOR TO MATCH
SCHOOL BRICK.
STATIONING SHOWN IN DEVELOPED ELEVATION REFERS TO THE
MEASUREMENT LENGTH ALONG THE FRONT FACE OF WALL.
LIGHT POLE BOSSES MAY BE ADJUSTED TO AVOID CONFLICT
WITH PARAPET JOINTS SPACED 10 FOOT MAXIMUM. PLACE
JUNCTION BOXES 4’-0" FROM POLE ON THE VERTICAL
ROADWAY FACE OF THE PARAPET.
200
\ RAMP A
CURB LINE
FOR GENERAL NOTES, SEE BRIDGE SHEET NO. B5.
FOR TYPICAL WALL SECTIONS AND DETAILS , SEE BRIDGE
SHEET NO. B9.
FOR QUANTITIES AND WORK ITEMS, SEE BRIDGE SHEET NO. B5.
FOR LIGHT STANDARD BOSS DETAIL, SEE BRIDGE SHEET NO. B10.
FOR 10"X36" JUNCTION BOX FRAME AND COVER, SEE NJDOT
STANDARD ELECTRICAL DRAWING L-1107.
Z
C
C
C
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
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Tim
e:
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n File:
$FIL
E$
$TIM
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$D
AT
E$
$U
SE
RN
AM
E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
PT
STA. 15
+48.94
R-5
W-2
W-3
16
15
STA. AHEAD
R=
149.0
0’
N.J. P
LA
NE
CO
OR
DIN
AT
E S
YS
TE
M
DEVELOPED ELEVATION
PLANSCALE: 1"=10’-0"
RETAINING WALL NO. 1
GENERAL PLAN AND ELEVATION - 2
F.F. WALL
F. GOLDOVSKY
A. HARING
170
175
180
185
190
F.F. RETAINING
WALL NO. 1
7’-0
"
SCALE: HORIZONTAL 1"=10’-0"
VERTICAL 1"=5’-0"
TOP OF WALL
10’ 5’ 0 10’ 20’
SCALE: 1"=10’-0"
0 10’
SCALE: 1"=5’-0"
5’ 5’
175.8
3
178.9
1
174.8
3
179.7
1
174.8
7
180.5
1
174.9
8
181.30
176.3
1
182.10
177.9
9
182.8
4
179.9
5
183.5
0
NOTES:
184.0
8
183.7
4
178.12
175.6
6
165
EL. 171.50
EL. 174.00
EL. 176.50
1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25
REFERENCES:
ROW LINE
’B’
15"
R.C.C.P.
15" R.C.C.P.
GR. 179.1
INV. 176.4
’B’
Existing R.O.W.
Line
195
TOP OF 2’-8"
HIGH PARAPET
MA
TC
H
LIN
E
ST
A. 1+
30.0
0
MA
TC
H LIN
E ST
A. 1+
30.00
APPROX. BOTTOM
OF FOOTING
Existing Slope
Line
APPROX. EXIST.
GROUND LINE
325’-0"
EXIS
T. G
RO
UN
D
EL.
END WALL
STA. 15+95.00, 7’ RT.
RAMP A
TO
P
OF
WA
LL
EL.
\ RAMP A
CURB LINE
PGL &
CURB LINE
32’-0"
STATIONING SHOWN IN DEVELOPED ELEVATION REFERS TO THE
MEASUREMENT LENGTH ALONG THE FRONT FACE OF WALL.
CHAIN-LINK FENCE,
6’-9" HIGH
GUIDE RAIL
ATTACHMENT
TYPE A
END WALL
STA. 15+95.00, 7’ RT.
B7
SHEET
NO. B6
SH
EE
T
NO.
B6
{ LIG
HT POLE
{LIGHT POLE
1.
STA. 15
+90.1
STA. 14+50.3
201
FOR GENERAL NOTES, QUANTITIES AND WORK ITEMS,
SEE BRIDGE SHEET NO. B5.
FOR ALIGNMENT DATA, PROFILE AND ADDITIONAL NOTES,
SEE BRIDGE SHEET B6.
1.
2.
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
Plot
Tim
e:
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n File:
$FIL
E$
$TIM
E$
$D
AT
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SE
RN
AM
E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
F. GOLDOVSKY
REFERENCES: SHEET NO.
A. HARING
GENERAL NOTES AND
INDEX OF DRAWINGS
LOG. NO.
(A) SPECIFIED BACKFILL:
WHERE ~ = ANGLE OF INTERNAL FRICTION
~ = 34^
= UNIT WEIGHT
GENERAL NOTES:
DESCRIPTION UNITMODULAR
APPROXIMATE QUANTITY
MSE
WORK ITEMS - WALL NO. 1
FOR INFORMATION ONLY (PRICE TO BE INCLUDED IN WALL ITEMS)
GENERAL PLAN AND ELEVATION - 1
INDEX OF DRAWINGS
NO. DESCRIPTION
DESCRIPTION UNIT
QUANTITIES
DESCRIPTION UNITMODULAR
APPROXIMATE QUANTITY
MSE
FOR INFORMATION ONLY (PRICE TO BE INCLUDED IN WALL ITEMS)
RETAINING WALL NO. 1
RETAINING WALL NO. 2
RETAINING WALL, LOCATION NO. 2 SF
CY
LF
LF
CY
LF
CY
SF
597
325
325
96
385
591
2740
597
325
325
96
385
591
2740
WORK ITEMS - WALL NO. 2
ITEM
NO.
513003P
B5
R. PATEL M. MEYERS
G. SELLNER
1025
1.
2.
3.
4.
5.
6.
7.
8.
9.
= 124 PCF
EXISTING SOILS: ~ = 32^
FILL
= 120 PCF
CONTRACT
QUANTITY
REINFORCEMENT STEEL, EPOXY-COATED
CONCRETE BRIDGE PARAPET
CHAIN-LINK FENCE, ALUMINUM-COATED STEEL, BRIDGE, 6’-9" HIGH
RETAINING WALL, LOCATION NO. 1
1 1/2" RIGID METALLIC CONDUIT
3" RIGID METALLIC CONDUIT
JUNCTION BOX FRAME AND COVER
LBS
LF
LF
SF
LF
LF
U
504006P
507036P
509036P
513003P
701012P
701021P
701120M
5,080
325
325
1,605
15
335
3
CY
LF
CY
LF
CY
SF
LF
280
188
100
200
281
1770
188
280
188
100
200
281
1770
188
199
EXCAVATION, UNCLASSIFIED
CONCRETE LEVELING PAD
CONCRETE IN MOMENT SLAB (INCLUDING REINFORCEMENT)
I-9 SOIL AGGREGATE
8" CORRUGATED STEEL UNDERDRAIN PIPE
SPECIFIED BACKFILL
PRECAST WALL ELEMENT WITH ARCHITECTURAL TREATMENT
EXCAVATION, UNCLASSIFIED
CONCRETE LEVELING PAD
I-9 SOIL AGGREGATE
8" CORRUGATED STEEL UNDERDRAIN PIPE
SPECIFIED BACKFILL
PRECAST WALL ELEMENT WITH ARCHITECTURAL TREATMENT
CONCRETE COPING
DESIGN SPECIFICATIONS:
2007 (4TH EDITION) AASTHO LRFD BRIDGE DESIGN SPECIFICATIONS WITH
CURRENT INTERIMS, AS MODIFIED BY SECTION 3 OF THE 2002 (FOURTH EDITION)
NJDOT LRFD DESIGN MANUAL FOR BRIDGES AND STRUCTURES.
CONSTRUCTION SPECIFICATIONS:
2007 NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
AS MODIFIED BY THE SPECIAL PROVISIONS..
LIVE LOAD:
LIVE LOAD SURCHARGE EQUAL TO 2’-0" OF EARTH PRESSURE.
CONCRETE DESIGN STRESSES:
(A) SPECIFIED DESIGN COMPRESSIVE STRENGTHS (F’C)
CLASS A CONCRETE ......4,000 PSI
CLASS B CONCRETE .......3,000 PSI
CLASS P CONCRETE .......5,000 PSI
(B) CLASS DESIGN STRENGTHS
CLASS A CONCRETE ......4,600 PSI
CLASS B CONCRETE .......3,700 PSI
CLASS P CONCRETE .......5,500 PSI
REINFORCEMENT STEEL:
ASTM A615M, (GRADE 60)
BORINGS:
INDICATES LOCATION OF BORINGS
FOUNDATION DESIGN CRITERIA:
NOMINAL BEARING RESISTANCE...... 15.0 KSF
FACTORED BEARING RESISTANCE....6.0 KSF
PREAPPROVED RETAINING WALL ALTERNATIVES:
LISTED BELOW ARE THE WALL TYPES THAT MAY BE USED.
RETAINING WALL NO. 1
PREFABRICATED MODULAR WALLS
MECHANICALLY STABILIZED EARTH WALLS
RETAINING WALL NO. 2
PREFABRICATED MODULAR WALLS (EXCLUDING DOUBLEWALL)
WALLS SHALL BE DESIGNED USING THE FOLLOWING PARAMETERS:
B5
B6
B7
B8
B9
B10
GENERAL NOTES AND INDEX OF DRAWINGS
RETAINING WALL NO. 1 GENERAL PLAN AND ELEVATION - 1
RETAINING WALL NO. 1 GENERAL PLAN AND ELEVATION - 2
RETAINING WALL NO. 2 GENERAL PLAN AND ELEVATION
TYPICAL SECTIONS AND DETAILS
LIGHT POLE BOSS DETAILS
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
Plot
Tim
e:
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n File:
$FIL
E$
$TIM
E$
$D
AT
E$
$U
SE
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E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
F. GOLDOVSKY
EXISTING GRADE
EL. VARIES
LEVELING PADSOIL STABILIZING
ELEMENTS
2’-0"
2
1
2’-0"
GEOTEXTILE AROUND
STONE POCKET
EXISTING GRADE
EL. VARIES
COMMON STRUCTURE
VOLUME
EXISTING
GROUND LINE
FOUNDATION EXCAVATION
H
TEMPLATE GRADE TEMPLATE GRADE
EXISTING
GROUND LINE
N.T.S.
N.T.S.
NOTES:
LEGEND:
8" DIA.
PERFORATED PIPE
4’-0"
(MIN.)
4’-0"
(MIN.)
SPECIFIED BACKFILL
COMMON STRUCTURE VOLUME
(CSV) LIMITSA. HARING
WORK ITEMS WILL BE GOVERNED BY THE APPROPIATE SECTIONS
OF THE SPECIFICATIONS.
ALL ITEMS OF WORK TO COMPLETE THE COMMON STRUCTURE
VOLUME SHALL BE FULLY DETAILED ON THE SHOP DRAWINGS
AND SHALL BE CONSISTENT WITH THE DETAILS SHOWN ON
THESE PLANS AND SPECIFICATIONS.
ROADWAY EXCAVATION IS NOT INCLUDED AS A WORK ITEM
AND IS PAID SEPARATELY.
1.
2.
3.
GREATER OF (0.8H OR 8’-0")
+ 2’-0" (MIN.)
GREATER OF (0.8H OR 8’-0")
+ 2’-0" (MIN.)
GREATER OF (0.70H, 8’-0" OR
AS REQUIRED BY DESIGN)
CURB
LINE
2%
5’-0" SIDEWALK1’-0"
2’-8"
TOP OF SIDEWALK
P
AY IT
EM
FO
R
PA
RA
PE
T
H
TOP OF WALL
ELEVATION APPLIES HERE
TOP OF
PAVEMENT
TEMPLATE GRADE
STANDARD 2’-8" PARAPET / MOMENT SLAB
PA
Y
LIMIT
S
FO
R
WA
LL
TEMPLATE GRADE
CONCRETE PARAPET
W/ FENCE
TYPICAL SECTIONS AND DETAILS
"A"
"B"
#19 @ 11"
JASON: ADD THE DETAILS BELOW TO CD SHEET
CHAIN-LINK FENCE,
6’-9" HIGH
G. SELLNER
I-9 SOIL AGGREGATE
VE
RTIC
AL P
AY
ITE
M
LIMIT
PRECAST CONCRETE
WALL ELEMENTS
AR
CH.
TR
EA
TM
EN
T
LIMIT
S
2’-0"
(MIN.)
FOUNDATION DESIGN
VERTICAL PAY
ITEM LIMIT
FOOTING AS REQUIRED BY
FINISHED GROUND
LINE
APPROVED BEARING
PADS (TYP.)
1
ROADWAY EMBANKMENT
OR BEBF
2
MAX. SLOPE
8" DIA. PERFORATED PIPE
EMBANKMENT BACKFILL
(ROADWAY ITEM)
2’-0" 2’-0"
H
AS REQUIRED BY
DESIGN (0.55H MIN.)
GEOTEXTILE AROUND
STONE POCKET
BROKEN STONE POCKET
N.T.S.
SELECT BACKFILL
IN MODULES AND BEHIND WALL
I-9 SOIL AGGREGATE
4’-0"
MIN.
FINISH GRADE
(REAR FACE)
6"
MA
X.
4’-0"
MIN.
2’-0"
MIN.A
RC
H.
TR
EA
TM
EN
T
LIMIT
S
2’-0"
4"
MIN.
MIN.
�" x �" CHAMFER
(TYP.)
2" CL.
9"
MIN.
VA
RIE
S
FRONT FACE
OF WALL
6" FREEBOARD
(TYP.)
#4 @ 12" (E.F.)
(TYP.)
CONC. CLASS ’C’
#4 FOLLOW
BOTTOM LIP
N.T.S.
9�"
12" EF
#13 @
203
COMMON STRUCTURE VOLUME (CSV)
(PAY LIMIT)
EXCAVATION, UNCLASSIFIED
(WORK LIMIT)
C.I.P. CONC. COPING DETAIL
(WALL NO. 2)
(MECHANICALLY STABLIZED EARTH WALL SHOWN,
PMW WALL MAY ALSO BE USED)
N.T.S.
(WALL NO. 1)
(PREFABRICATED MODULAR WALL)
EMBANKMENT BACKFILL
(ROADWAY ITEM)
NOTE: "A" & "B" DIMENSIONS SET FOR SPECIFIC SITE BY WALL MANUFACTURER.
B9
#4 @ 12"
FINISHED GRADE
#4 DOWELS
@ 1’-0" MIN.
TYPICAL SECTION - WALL NO. 2TYPICAL SECTION - WALL NO. 1
PROPRIETARY WALL LIMITS
IN CUT AND FILL SECTION
|
C
C
C.R. 6
25 (H
olly
wood
Avenue)
N.J.
TOTAL SHEETSSHEETFEDERAL PROJECT NO. STATE
DATEC’K’DBYREVISION
STRUCTURE NO.
STRUCTURE NAME:
EST.
DWN.
DES.
BY
BY
SPECS.
IN CHARGE OF
BY
BY
SECTION
CONTROLJOB NO.
CHK.
CHK.
BY
BY
ARORA and ASSOCIATES, P.C.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
BUREAU OF STRUCTURAL ENGINEERING
User
Na
me:
Plot
Date:
Plot
Tim
e:
Desig
n File:
$FIL
E$
$TIM
E$
$D
AT
E$
$U
SE
RN
AM
E$ 0722
COUNTYMUNICIPALITY
OFSHEET NO.
BRIDGE
BALAN HARING
ESSEXFAIRFIELD TOWNSHIP
SECTION 22
B10
ROUTE U.S. 46
NHS-7802(161)
G. SELLNER
NJ PROFESSIONAL ENGINEER LICENSE NO. 24GE03039800
N.J. P
LA
NE C
OO
RDIN
ATE S
YSTE
M
185
170
175
180
165
DEVELOPED ELEVATIONSCALE: HORIZONTAL 1"=10’-0"
VERTICAL 1"=5’-0"
0+00
10’ 5’ 0 10’ 20’
SCALE: 1"=10’-0"
0 10’
SCALE: 1"=5’-0"
5’ 5’
0+25 0+50 0+75 1+00
41STA. AHEAD
RAMP D
PLANSCALE: 1"=10’-0"
ROW LINE
W-11
W-12
R=
149.0
0’
S 51^47’32.63" W
PC
STA. 41+71.53
PGL
A. HARING
A. HARING
F. GOLDOVSKY
188’-0"
190
TOP OF
WALL
165
170
175
180
185
190
40 41 42 43
Exist.
PR
OP.
-0.35%
PV
C
40+
30.0
0
EL
EV. 18
2.8
7
PVI 40+
70.0
0
EL
EV. 18
2.7
3
PV
T 41+
10.0
0
EL
EV. 18
1.74
PV
C
43+
20.0
0
EL
EV. 17
6.5
6
-2.47%
L=80’
E=-0.21’
K=37.78
181.83
180.2
9
175.5
9
181.84
182.18
180.6
9
177.5
4
182.7
5
181.98
180.7
6
179.5
2
178.2
9
177.0
6
SCALE: HORIZONTAL 1"=50’-0"
VERTICAL 1"=5’-0"
RAMP D PROFILE
50’ 0 50’ 100’
SCALE: 1"=50’-0"
TO
P
OF
WA
LL
EL.
REFERENCES:NOTES:
EXIS
T. G
RO
UN
D
EL.
APPROX. EXIST.
GROUND LINE
F.F. RETAINING
WALL NO. 2
179.0
0
1+50 1+751+25 2+00
185
170
175
180
165
190
RETAINING WALL NO. 2
GENERAL PLAN AND ELEVATION
EXISTING DRAINAGE PIPE
WITH PROP. GRATE
EL. 180.00
179.2
5
179.5
0
179.7
5
180.0
0
179.7
7
179.5
5
179.3
2
179.2
0
EL. 179.20
EL. 179.00
TOP OF
SLOPE
APPROXIMATE
BOTTOM OF
FOOTING, EL. 169.50
L = 78.12’
R=
66’
TOP OF SLOPE
178.8
2
174.16
172.8
9
173.2
8
173.7
2
173.9
3
174.5
5
175.19
178.9
5
PT
RA
MP
D \
ST
A. 40+
78.6
6, 16.3
2’R
T.
20.25’ 89.63’
3’-0" (M
IN.)
(TY
P.)
BEGIN WALL
CR 625 \ (HOLLYWOOD AVE.)
STA. 14+12.50, 33.77’LT.
END WALL
RAMP D \
STA. 41+68.32’ 16.29 RT.
PC
CR 625 \
(HO
LL
YW
OO
D
AV
E.)
ST
A. 14
+12.5
0, 33.7
7’L
T.
EL. 172.11
14
CR 625 (H
OLL
YW
OO
D
AV
EN
UE)
4’-0"
(TY
P.)
TOE OF
SLOPE (TYP.)
Existing Slope Line
12’-4"
ST
A.
AH
EA
D
GUIDE RAIL
B8
END WALL
STA. 41+68.32, 16.29 RT.
BEGIN WALL
STA. 14+12.50, 33.77 RT.
1.
2.
3.
1.
2.
STATIONING SHOWN IN DEVELOPED ELEVATION REFERS TO
THE MEASUREMENT LENGTH ALONG THE FRONT FACE
OF WALL.
ARCHITECTURAL BRICK FACE SURFACE TREATMENT USING
FORMLINER TO BE PROVIDED ON EXPOSED FACE OF WALL.
RAISED BRICK FACE TO BE STAINED DAVIS COLOR
"OMAHA TAN".
RACKED/STEPPED END
SECTION OF FENCE (TYP.)
VINYL FENCE (PRIVACY,6 FT. HIGH)
(ROADWAY ITEM)
VINYL FENCE (PRIVACY,6 FT. HIGH)
(ROADWAY ITEM)
202
CONCRETE HEADWALL
(TO BE REMOVED)
SEE NOTE 3
FOR GENERAL NOTES, SEE BRIDGE SHEET NO. B5.
FOR TYPICAL WALL SECTIONS AND DETAILS , SEE BRIDGE
SHEET NO. B9
FOR CONCRETE HEADWALL DETAILS, SEE STANDARD CD-610-1.1.
COST FOR HEADWALL REMOVAL, CONSTRUCTION OF HEADWALL AND
ALL GRATE WORK TO BE INCLUDED IN WALL PAYMENT ITEM.