general plan and elevation - new jersey...nhs-7802(161) g. sellner nj professional engineer license...

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

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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.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




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COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

0722-152

HOLLYWOOD AVENUE

OVER ROUTE 46

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


N.J.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




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COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

0722-152

HOLLYWOOD AVENUE

OVER ROUTE 46

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


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.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




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COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


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


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 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.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




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COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


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




F.F. WALL

F. GOLDOVSKY

A. HARING

170

175

180

185

190

F.F. RETAINING

WALL NO. 1

7’-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.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




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COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


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)


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, 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


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.


PREFABRICATED MODULAR WALLS

MECHANICALLY STABILIZED EARTH WALLS


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.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




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COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


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)


(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.



STRUCTURE NO.

STRUCTURE NAME:

EST.

DWN.

DES.

BY

BY

SPECS.

IN CHARGE OF

BY

BY

SECTION

CONTROLJOB NO.

CHK.

CHK.

BY

BY




User

Na

me:

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Date:

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e:

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$FIL

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$D

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E$ 0722

COUNTYMUNICIPALITY

OFSHEET NO.

BRIDGE

BALAN HARING


SECTION 22

B10

ROUTE U.S. 46

NHS-7802(161)

G. SELLNER


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


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


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


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 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.

general plan and elevation - new jersey...nhs-7802(161) g. sellner nj professional engineer license...

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