BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.TOWN

LOCATION

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

MWS

1/03

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

SOUNDWALL PLAN AND ELEVATION

GENERAL NOTES

1062

2B

SW

D.

DG

N

1/03

SRP

5/03SRP BTW 8/04

218 OF

A000 (270)

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

96 120

THE BARRIER ON 25’-6"– CHORDS TO THE CURVES.

ON THE CURVES SHOWN. HOWEVER, THE CONTRACTOR MAY CONSTRUCT

6. IT IS INTENDED THAT THE SOUND WALL BARRIERS BE CONSTRUCTED

OF POST SHALL BE 1’-4".

MAXIMUM ALLOWABLE DISTANCE FROM THE TOP OF WALL TO THE TOP

THE TOP OF WALL ELEVATION VARIES ON BOTH SIDES OF A POST THE

THE TOP OF WALL TO TOP OF POST SHALL BE 4". IN THE CASE WHERE

BOTH SIDES OF A POST THE MAXIMUM ALLOWABLE DISTANCE FROM

IN THE CASE WHERE THE TOP OF WALL ELEVATION IS THE SAME ON

5. TRANSITION IN TOP OF WALL ELEVATION SHALL BE AS FOLLOWS:

WITH ANGLE POINTS LESS THAN OR EQUAL TO 20 DEGREES.

HORIZONTALLY ALIGNED TO ACHIEVE PROPOSED WALL ALIGNMENT

PANEL SHALL NOT EXCEED 10 DEGREES. POSTS MAY BE

4. THE ANGLE BETWEEN THE PRECAST CONCRETE POST AND WALL

OF THE TIMBER SOUNDWALL.

3. SEE SHEETS 2, 3 AND 7 0F 21 FOR PLANS SHOWING LAYOUT

2. SEE SPECIAL PROVISION FOR TIMBER REQUIREMENTS.

NECESSARY FOR COMPLETE CONSTRUCTION OF THE WALL AS SHOWN.

BOLTS, NUTS AND WASHERS, AND OTHER ATTACHMENT HARDWARE

POSTS, STEEL BASE PLATES, THREADED REINFORCING, ANCHOR

CONCRETE LEVELING PANEL, CONCRETE GROUT PAD UNDERNEATH

INCLUDE ALL TIMBER, PRECAST CONCRETE POSTS AND PRECAST

1. ITEM 594.2, WOOD PANEL SOUND ABATEMENT WALL SHALL

3’-

6"

4’-

6"

AND CAST-IN-PLACE FOOTING

C PRECAST CONCRETE POST

AND CAST-IN-PLACE FOOTING

C PRECAST CONCRETE POSTL L

12’-9" (TYP.)

2" (MIN.)

CONCRETE BARRIER

CAST-IN-PLACE

JOINT (TYP.)

CONSTRUCTION

SCALE �" = 1’-0"

ELEVATION - SOUNDWALL

BETWEEN POSTS

LEVEL TOP

(TYP.)

(TYP.)

�"

(ITEM 509.2)

SEAL ALL �" GAPS WITH ELASTOMERIC

IN ITEM 594.2)SEALANT (TYP.)(ALL COSTS INCLUDED

LEVELING PANEL

PRECAST CONCRETE

3’-6" 0 CAST-IN-PLACE FOOTING

++8’-

6" _

MI

N.

11’-

6"_

MA

X.

TOP OF BARRIER

PAY LIMITS OF 594.2

TOP OF WALL (SEE

2 AND 3 OF 21)

TABLE BRIDGE SHEET

BRIDGE SHEET 2 AND 3 OF 21)

FINISHED GRADE (SEE TABLE

FINISHED GRADE

6’-4�"–

(TYP.)

NOTE

*

�" (MAX.)

EXPANSION JOINT LAYOUT. SEE GENERAL NOTES.

SHEET 10 OF 21 FOR CONSTRUCTION JOINT AND

SOUNDWALL BARRIER REINFORCMENT PLAN, BRIDGE

THESE DISTANCES MAY VARY SLIGHTLY. SEE THE

* DUE TO THE CURVATURE OF THE SOUNDWALL BARRIER

SCALE �" = 1’-0"

WALL PANEL

2 x 8 TIMBER

PRECAST CONCRETE POST

CONCRETE BARRIER

CAST-IN-PLACE

PLAN - SOUNDWALL

2 x 4 STRONG-BACKS

JOINT (TYP.)

CONSTRUCTION

(TYP.)

A

A

(TYP.)

PLATE

POST BASE

AND 1/3 POINTS

BACK AT PANEL ENDS

INSTALL FRONT AND FOOTING (TYP.)

CAST-IN-PLACE

25’-6"–*

12’-9"

3’-

6"

3’-0"

1’-6" (TYP.)

1’-0"

4’-4"

ANCHOR BOLTS

GROUT PAD

VARIES

SCALE �" = 1’-0"

AND CAST-IN-PLACE FOOTING

C PRECAST CONCRETE POSTL

DETAIL B

POST BASE PLATE (SEAL AROUND

(TYP.)

2’-2"

L

TO B I-293 AND C SB ON-RAMPL L

VARIES

WORK TO BE PERFORMED

PROJECT 10622-C

UNDER CONSTRUCTION

1’-0"

(TYP.)

SECTION A-A

GIVEN TO HERE

PROFILE FINISHED GRADE EL.

1’-0"

(TYP.)

(ITEM 206.1)

EXISTING GROUND

APPROXIMATE

- CUT SECTION

2 x 4 STRONG-BACKS

2 x 8 WALL PANELS

B SOUNDWALL

L

GROUND - FILL SECTION

APPROXIMATE EXISTING

FOOTING (ITEM 509.2)

3’-6" 0 CAST-IN-PLACE

EMBANKMENT-IN-PLACE

PAY LIMITS OF

(COST INCLUDED IN ITEM 594.2)

PRECAST CONCRETE POST

TO B TURNER STEET, B BATH STREET,

WALKER STREET

B SCHOOL STREET, AND B DRIVE TO L L

L

IN ITEM 594.2)

SEALANT. (ALL COSTS INCLUDED

CONCRETE POST WITH ELASTOMERIC

(F)(ITEM 203.6)

BARRIER (ITEM 520.01)

CAST-IN-PLACE CONCRETE

STRUCTURE EXCAVATION

PAY LIMITS OF COMMON

LEVELING PANEL

PRECAST CONCRETE

SHALL BE MADE PRIOR TO PRESSURE TREATMENT)

SHALL BE CUT AT A 45 DEGREE ANGLE. THIS CUT

10d NAILS PER PANEL. TOP OF STRONG-BACKS

OTHER PANELS NAIL USING 2 STAINLESS STEEL

BOLTS AT TOP AND BOTTOM WALL PANELS. AT

(CONNECT USING �" 0 GALVANIZED CARRIAGE

2 x 4 STRONG-BACKS

PANEL - POST CONNECTION

PLAN VIEW DETAIL OF

SCALE 3" = 1’-0"

WALL PANEL

2 x 8 TIMBER

�"

2 x 3 WOOD WALL CAP

SPLITTING)

ELIMINATE ANY

AND PREDRILLED TO

NAILED 1’-0" O.C.

(THE CAP SHALL BE

DETAIL B

SCALE 3" = 1’-0"

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.TOWN

LOCATION

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

MWS

1/03

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

SOUNDWALL PLAN AND ELEVATION

GENERAL NOTES

1062

2B

SW

D.

DG

N

1/03

SRP

5/03SRP BTW 8/04

218 OF

A000 (270)

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

96 120

THE BARRIER ON 25’-6"– CHORDS TO THE CURVES.

ON THE CURVES SHOWN. HOWEVER, THE CONTRACTOR MAY CONSTRUCT

6. IT IS INTENDED THAT THE SOUND WALL BARRIERS BE CONSTRUCTED

OF POST SHALL BE 1’-4".

MAXIMUM ALLOWABLE DISTANCE FROM THE TOP OF WALL TO THE TOP

THE TOP OF WALL ELEVATION VARIES ON BOTH SIDES OF A POST THE

THE TOP OF WALL TO TOP OF POST SHALL BE 4". IN THE CASE WHERE

BOTH SIDES OF A POST THE MAXIMUM ALLOWABLE DISTANCE FROM

IN THE CASE WHERE THE TOP OF WALL ELEVATION IS THE SAME ON

5. TRANSITION IN TOP OF WALL ELEVATION SHALL BE AS FOLLOWS:

WITH ANGLE POINTS LESS THAN OR EQUAL TO 20 DEGREES.

HORIZONTALLY ALIGNED TO ACHIEVE PROPOSED WALL ALIGNMENT

PANEL SHALL NOT EXCEED 10 DEGREES. POSTS MAY BE

4. THE ANGLE BETWEEN THE PRECAST CONCRETE POST AND WALL

OF THE TIMBER SOUNDWALL.

3. SEE SHEETS 2, 3 AND 7 0F 21 FOR PLANS SHOWING LAYOUT

2. SEE SPECIAL PROVISION FOR TIMBER REQUIREMENTS.

NECESSARY FOR COMPLETE CONSTRUCTION OF THE WALL AS SHOWN.

BOLTS, NUTS AND WASHERS, AND OTHER ATTACHMENT HARDWARE

POSTS, STEEL BASE PLATES, THREADED REINFORCING, ANCHOR

CONCRETE LEVELING PANEL, CONCRETE GROUT PAD UNDERNEATH

INCLUDE ALL TIMBER, PRECAST CONCRETE POSTS AND PRECAST

1. ITEM 594.2, WOOD PANEL SOUND ABATEMENT WALL SHALL

DATE:

SAMPLE PLAN

USING DETAILS.CLOSELY REVIEW BEFORE

MAY NOT BE CURRENT.NOTE: DETAILS AND NOTES

08-2004

PROJECT. FOR EACHDESIGNED BE

ANCHORAGE SYSTEM SHALLNOTE: BARRIER MOUNTED

manchester.dgn Default 11/14/2013 8:52:59 AM �n18abh�

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

9 21

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

SWP

MWS

1/03

TOWN

LOCATION

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

10

622

BS

WD.

DG

N

FOOTING NOTES

BARRIER NOTES

1/03

1.

2.

3.

4.

OF

SWP 5/03 BTW 8/04

A000 (270)

ALL CONCRETE SURFACES, EXCEPT AS NOTED.

ALL REINFORCING STEEL SHALL BE A MINIMUM 6" CLEAR FROM

CONSTRUCTION OF THE SOUNDWALL FOUNDATION.

UTILITY RELOCATION WORK SHALL BE COMPLETED BEFORE

OF FILL SHALL BE IN ACCORDANCE WITH 203.3.7 AND 203.3.8.

TO CONSTRUCTING THE SHAFTS. PLACEMENT AND COMPACTION

EXISTING GROUND, THE EMBANKMENT SHALL BE BUILT PRIOR

WHERE FILL EMBANKMENT IS TO BE CONSTRUCTED ABOVE THE

NECESSARY WILL BE PAID FOR UNDER ITEM 509.3.

ITEM 509.2, DRILLED SHAFTS. REMOVAL OF OBSTRUCTIONS AS

SECTION 509, DRILLED SHAFTS. PAYMENT SHALL BE INCLUDED IN

SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION FOR

CONCRETE AND REINFORCING REQUIREMENTS FOR THE FOOTING

FOOTING EXCAVATION AND CONSTRUCTION METHODS, ALONG WITH

97 120

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

FROM ALL CONCRETE SURFACES.

3. ALL REINFORCING STEEL SHALL BE A MINIMUM 3" CLEAR

JOINT.

25’-6". EVERY THIRD JOINT SHALL BE AN EXPANSION

2. JOINTS IN BARRIER SHALL BE SPACED AT APPROXIMATE

CONCRETE CLASS AA, ITEM 520.01.

1. CONCRETE FOR CAST-IN-PLACE BARRIER SHALL BE

SOUNDWALL BARRIER AND FOOTING DETAILS

14’-0"

2"

CONCRETE BARRIER

CAST-IN-PLACE

ELEVATION - FOOTING

(MIN.)

SCALE �" = 1’-0"

LC CAST-IN-PLACE FOOTING

3’-6"

1’-0"GRADE

FINISHED

#5

BA

RS

AT 1’-0"

2’-11"

6"

(MI

N.)

(SHAFTS NO. 1 - 63)

î

ELEVATION - FOOTING

SCALE �" = 1’-0"

12’-0"

2"

CONCRETE BARRIER

CAST-IN-PLACE

(MIN.)

LC CAST-IN-PLACE FOOTING

3’-6"

1’-0"GRADE

FINISHED

#5

BA

RS

AT 1’-0"

2’-11"

6"

(MI

N.)

(SHAFTS NO. 64 - 131)

î

3’-6"

4’-4"

3’-0"

5"

(TYP.)

3"

(TYP.)

TYPICAL BARRIER SECTION

(TYP.)

7"

3" REVEAL

2’-8"

10"R

84 -00’-00"

55°-00’-00"

SCALE 1" = 1’-0"

(TYP.)

1’-0"

C CAST-IN-PLACE BARRIERL

FOOTING

3’-6" 0 CAST-IN-PLACE

(MIN.)

2"

1’-6"

(TYP.)

(SILANE-SILOXANE)(F)(ITEM 534.3)

PAY LIMITS OF WATER REPELLENT

(ITEM 520.01)

CONCRETE CLASS AA

(T

YP.)

R 1"

SCALE �" = 1’-0"

1’-5" 1’-5"1’-6"

2’-9"

2’-9"

3"

CONCRETE BARRIER

CAST-IN-PLACE

CONCRETE BARRIER

CAST-IN-PLACE

3"

(TYP.)

SECTION THROUGH JOINT

KEY

ELEVATION

EXPANSION JOINT

LOCATION OF

BARRIER SHEAR KEY DETAIL AT EXPANSION JOINT

SCALE �" = 1’-0"

PLAN FOOTING

3’-6"

7’-10" PERIMETER

2’-6" DIAMETER

AT 1’-0"

#5 BARS

PERIMETER

EVENLY AROUND

11 - #9 BARS SPACED

LA

P

= 1’-8"

ALL AROUND

6" CLR.

SCALE 1" = 1’-0"

#7SB1-#7SB5 AT 11�"

1’-11"

(MIN.)

#7SB1-#7SB5 AT 10"

#5SB6 AT 12"

#5SB7 AT 12"

TYPICAL BARRIER REINFORCING SECTION

AT 11�

" (

TY

P.)

#7

SB1-#7

SB

5 (

EF)

�"

�"

1�"

LOCATION OF

�" x�" ELASTOMERIC

�" �" �"

SCALE 1" = 3"

IN ITEM 520.01)

SEALANT (COST INCLUDED

�" CORK (COST INCLUDED

IN ITEM 520.01)

JOINT

EXPANSION

EXPANSION JOINT DETAIL

�"

1"

LOCATION OF

�" �"

SCALE 1" = 3"

CONSTRUCTION JOINT DETAIL

JOINT

CONSTRUCTION

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

9 21

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

SWP

MWS

1/03

TOWN

LOCATION

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

10

622

BS

WD.

DG

N

FOOTING NOTES

BARRIER NOTES

1/03

1.

2.

3.

4.

OF

SWP 5/03 BTW 8/04

A000 (270)

ALL CONCRETE SURFACES, EXCEPT AS NOTED.

ALL REINFORCING STEEL SHALL BE A MINIMUM 6" CLEAR FROM

CONSTRUCTION OF THE SOUNDWALL FOUNDATION.

UTILITY RELOCATION WORK SHALL BE COMPLETED BEFORE

OF FILL SHALL BE IN ACCORDANCE WITH 203.3.7 AND 203.3.8.

TO CONSTRUCTING THE SHAFTS. PLACEMENT AND COMPACTION

EXISTING GROUND, THE EMBANKMENT SHALL BE BUILT PRIOR

WHERE FILL EMBANKMENT IS TO BE CONSTRUCTED ABOVE THE

NECESSARY WILL BE PAID FOR UNDER ITEM 509.3.

ITEM 509.2, DRILLED SHAFTS. REMOVAL OF OBSTRUCTIONS AS

SECTION 509, DRILLED SHAFTS. PAYMENT SHALL BE INCLUDED IN

SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION FOR

CONCRETE AND REINFORCING REQUIREMENTS FOR THE FOOTING

FOOTING EXCAVATION AND CONSTRUCTION METHODS, ALONG WITH

97 120

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

FROM ALL CONCRETE SURFACES.

3. ALL REINFORCING STEEL SHALL BE A MINIMUM 3" CLEAR

JOINT.

25’-6". EVERY THIRD JOINT SHALL BE AN EXPANSION

2. JOINTS IN BARRIER SHALL BE SPACED AT APPROXIMATE

CONCRETE CLASS AA, ITEM 520.01.

1. CONCRETE FOR CAST-IN-PLACE BARRIER SHALL BE

SOUNDWALL BARRIER AND FOOTING DETAILS

PROJECT. FOR EACHDESIGNED BE

ANCHORAGE SYSTEM SHALLNOTE: BARRIER MOUNTED

USING DETAILS.CLOSELY REVIEW BEFORE

MAY NOT BE CURRENT.NOTE: DETAILS AND NOTES

DATE:

SAMPLE PLAN

08-2004

manchester.dgn Default 11/14/2013 8:53:22 AM �n18abh�

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

SWP

MWS

1/03

TOWN

LOCATION

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

1062

2B

SW

D.

DG

N

POST NOTES

CONNECTION NOTES

1/03

OF

SWP 5/03 BTW 8/04

11 21

PRECAST CONCRETE PANEL NOTES

TO PREVENT GAPS.

BE FREE FROM PITS OR HOLES AND SHALL BE CAST SMOOTH

FREE OF DEFECTS. THE TOP OF LEVELING PANEL SHALL

2. THE LEVELING PANELS SHALL BE 4" THICK AND SHALL BE

28 DAY COMPRESSIVE STRENGTH OF 4000 PSI.

SPECIFICATIONS. CONCRETE SHALL HAVE A MINIMUM

REQUIRMENTS OF SECTION 520 OF THE STANDARD

1. ALL CONCRETE FOR LEVELING PANELS SHALL MEET THE

A000 (270) 99 120

SOUNDWALL DETAILS

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

THE POST.

OF THE THREADS SHALL EXTEND BEYOND THE BOTTOM OF

BE THREADED TO THE SPECIFIED SIZE. 3.5 INCHES

LAST 4 INCHES OF THE REINFORCING STEEL SHALL

MEET THE REQUIREMENTS OF SECTION 550.2.5. THE

3. EXCEPT AS NOTED, VERTICAL REINFORCING BARS SHALL

TIE BARS MAY BE EPOXY COATED OR GALVANIZED.

SECTION 544 OF THE NHDOT STANDARD SPECIFICATIONS.

GALVANIZED, AND SHALL MEET THE REQUIREMENTS OF

2. ALL STEEL REINFORCING SHALL BE GRADE 60 STEEL,

STRENGTH OF 4000 PSI.

CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE

OF SECTION 520 OF THE STANDARD SPECIFICATIONS.

1. ALL CONCRETE FOR POSTS SHALL MEET THE REQUIREMENTS

HIGH STRENGTH, NON-SHRINK GROUT.

7. GROUT THE AREAS UNDERNEATH THE POSTS WITH APPROVED

COST SUBSIDIARY TO ITEM 594.2.

ELASTOMERIC SEALANT AFTER POST INSTALLATION. ALL

6. HOLES IN BASE PLATES SHALL BE FILLED FLUSH WITH

SHALL BE PROPERLY STORED.

AND AASHTO M111 (ASTM A123). GALVANIZED MATERIAL

FABRICATION IN CONFORMANCE TO AASHTO M232 (ASTM A153)

5. ALL STEEL COMPONENTS SHALL BE GALVANIZED AFTER

CONCRETE BARRIER PRIOR TO GROUTING.

4. ANCHOR BOLTS SHALL EXTEND 7" BEYOND THE TOP OF THE

EXCEPT AS NOTED.

SECTION 550.2.5 OF THE NHDOT STANDARD SPECIFICATIONS,

3. ANCHOR BOLTS SHALL BE FABRICATED IN ACCORDANCE WITH

AND WASHERS SHALL BE GALVANIZED.

OF ASTM F436 AND SHALL BE MADE OF HARDENED STEEL. NUTS

SHALL BE TYPE 1 WASHERS AND SHALL MEET THE REQUIREMENTS

2. NUTS SHALL CONFORM TO ASTM A563, GRADE A. THE WASHERS

SHALL BE ASTM A572, GRADE 50 GALVANIZED.

OF SECTION 550 OF THE STANDARD SPECIFICATIONS. STEEL

1. THE STEEL FOR THE BASE PLATE SHALL MEET THE REQUIREMENTS

1’-4"

5�

"

4�

"

(T

YP.)

1’-2"

OUTSIDE CORNERS)

�" CHAMFER (TYP.

(T

YP.)

3"

(TYP.)

POST DETAIL

(T

YP.)

SCALE 2" = 1’-0"

(TYPICAL ALL POSTS)

= �

R

(TYP.)

�"

(TYP.)(TYP.)(TYP.) (TYP.)

3" 4"4" 3"

(THREADED TO 1" DIA.)

#9 BARS (TYP.)

(TYP.)

3"

#3 TIE BARS (TYP.)

VERTICALLY)

(SPACE AT 1’-0"

10"

1’-6"

2’-0�

"

1�" x 18" x 24�"

BASE PLATE

7�

"10"

4"5"

9"

2�

"

POST BOLTS (TYP.)

1�" HOLES FOR

1�" x 2�"

ANCHOR BOLTS (TYP.)

SLOTTED HOLES FOR

(T

YP.)

(TYP.) (TYP.)

(TYP.)

BASE PLATE DETAIL

C C

SCALE 2" = 1’-0"

(T

YP.)

1’-6"

SECTION C-C

1�"

SCALE 2" = 1’-0"

BAR (GALVANIZED)

#9 STEEL REINFORCING

7" CUT OR

ROLLED THREADS

1"

SCALE 3" = 1’-0"

ANCHOR BOLT DETAIL

(APPROX.)

1�" O.D.3’-0"

BARRIER

CONCRETE

(TYP.)

ANCHOR BOLT

BASE PLATE

GROUT PAD

AND WASHERS

ANCHOR NUTS

SCALE 2" = 1’-0"

CONNECTION DETAIL

4�

"

POST REINFORCING

7"

3�"

6�

"�

"

1�"

�"

MOST WALL PANEL

NO TONGUE IN UPPER

APPROXIMATELY �" LARGER

SCALE 1" = 1"

TIMBER WALL PANEL DETAIL

�"

IN LOWERMOST PANEL)

CONSTRUCTION (NO GROOVE

THAN TONGUE FOR EASE OF

SCALE �" = 1’-0"

12’-0"

4�"

TO SLOPE OF GRADE

VARIES ACCORDING

5"

(TYP.)

(TYP.)

2 x 4 STRONG-BACKS

WALL PANELS

2 X 8 TIMBER

PANEL ON CONCRETE BARRIER

TYPICAL PRECAST CONCRETE LEVELING 4" x 4" (W6 x W6)

WELDED WIRE FABRIC

BARRIER

SLOPE OF CONCRETE

VARIES TO MATCH

TOP OF THE PRECAST CONCRETE

PRECAST CONCRETE POSTS.

TRUE AND LEVEL BETWEEN THE

LEVELING PANEL SHALL BE SET

(MIN.)

8�"

(TYP.)

4�"

NOTE: PANEL IS 4" THICK

2�"

1"

_

1�

"

PANEL SHALL HAVE NO TONGUE

GROOVE, UPPERMOST WALL

NOTE: WALL CAP SHALL HAVE NO

+

1�

"1�

"

1" = 2"

WALL CAP DETAILS

ELEVATION VIEW END VIEW

PLAN VIEW

25°-00’-00"

1�

"

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

SWP

MWS

1/03

TOWN

LOCATION

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

1062

2B

SW

D.

DG

N

POST NOTES

CONNECTION NOTES

1/03

OF

SWP 5/03 BTW 8/04

11 21

PRECAST CONCRETE PANEL NOTES

TO PREVENT GAPS.

BE FREE FROM PITS OR HOLES AND SHALL BE CAST SMOOTH

FREE OF DEFECTS. THE TOP OF LEVELING PANEL SHALL

2. THE LEVELING PANELS SHALL BE 4" THICK AND SHALL BE

28 DAY COMPRESSIVE STRENGTH OF 4000 PSI.

SPECIFICATIONS. CONCRETE SHALL HAVE A MINIMUM

REQUIRMENTS OF SECTION 520 OF THE STANDARD

1. ALL CONCRETE FOR LEVELING PANELS SHALL MEET THE

A000 (270) 99 120

SOUNDWALL DETAILS

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

THE POST.

OF THE THREADS SHALL EXTEND BEYOND THE BOTTOM OF

BE THREADED TO THE SPECIFIED SIZE. 3.5 INCHES

LAST 4 INCHES OF THE REINFORCING STEEL SHALL

MEET THE REQUIREMENTS OF SECTION 550.2.5. THE

3. EXCEPT AS NOTED, VERTICAL REINFORCING BARS SHALL

TIE BARS MAY BE EPOXY COATED OR GALVANIZED.

SECTION 544 OF THE NHDOT STANDARD SPECIFICATIONS.

GALVANIZED, AND SHALL MEET THE REQUIREMENTS OF

2. ALL STEEL REINFORCING SHALL BE GRADE 60 STEEL,

STRENGTH OF 4000 PSI.

CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE

OF SECTION 520 OF THE STANDARD SPECIFICATIONS.

1. ALL CONCRETE FOR POSTS SHALL MEET THE REQUIREMENTS

HIGH STRENGTH, NON-SHRINK GROUT.

7. GROUT THE AREAS UNDERNEATH THE POSTS WITH APPROVED

COST SUBSIDIARY TO ITEM 594.2.

ELASTOMERIC SEALANT AFTER POST INSTALLATION. ALL

6. HOLES IN BASE PLATES SHALL BE FILLED FLUSH WITH

SHALL BE PROPERLY STORED.

AND AASHTO M111 (ASTM A123). GALVANIZED MATERIAL

FABRICATION IN CONFORMANCE TO AASHTO M232 (ASTM A153)

5. ALL STEEL COMPONENTS SHALL BE GALVANIZED AFTER

CONCRETE BARRIER PRIOR TO GROUTING.

4. ANCHOR BOLTS SHALL EXTEND 7" BEYOND THE TOP OF THE

EXCEPT AS NOTED.

SECTION 550.2.5 OF THE NHDOT STANDARD SPECIFICATIONS,

3. ANCHOR BOLTS SHALL BE FABRICATED IN ACCORDANCE WITH

AND WASHERS SHALL BE GALVANIZED.

OF ASTM F436 AND SHALL BE MADE OF HARDENED STEEL. NUTS

SHALL BE TYPE 1 WASHERS AND SHALL MEET THE REQUIREMENTS

2. NUTS SHALL CONFORM TO ASTM A563, GRADE A. THE WASHERS

SHALL BE ASTM A572, GRADE 50 GALVANIZED.

OF SECTION 550 OF THE STANDARD SPECIFICATIONS. STEEL

1. THE STEEL FOR THE BASE PLATE SHALL MEET THE REQUIREMENTS

DATE:

SAMPLE PLAN

08-2004

PROJECT. FOR EACHDESIGNED BE

ANCHORAGE SYSTEM SHALLNOTE: BARRIER MOUNTED

USING DETAILS.CLOSELY REVIEW BEFORE

MAY NOT BE CURRENT.NOTE: DETAILS AND NOTES

manchester.dgn Default 11/14/2013 8:53:43 AM �n18abh�

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

SWP

MWS

1/03

TOWN

LOCATION

1/03

OF

SWP 5/03 BTW 8/04

10 21

A000 (270)

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

1062

2B

SW

D.

DG

N

SOUNDWALL BARRIER REINFORCEMENT PLAN

LEGEND

C = CONTRACTION JOINT

E = EXPANSION JOINT

EF = EACH FACE

FF = FAR FACE

NF = NEAR FACE

98 120

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

16’-11� "

25’-6�" 25’-6�"

8’-6�

"

19’-

0"

6’-6�

"

300 #7SB3 AT 20 LOCATIONS

4’-5"

(TYP.)

34 #5SB7 AT 12" (17 EF)

(MATCH W/ #5SB6 )

34 #5SB6 AT 12" (17 EF)

3328 #5SB7 AT 12" (52 BETWEEN JOINTS, 26 EF)

3328 #5SB6 AT 12" (52 BETWEEN JOINTS, 26 EF)

(MATCH W/ #5SB6 )

SOUNDWALL BASE LINE

NOTE: DIMENSIONS GIVEN ALONG THE

7°-7’-30"

18 #

5SB6

AT 12

" (9

EF)

SOUNDWALL BARRIER REINFORCING PLAN

SCALE �" = 1’-0"

SECTION, SEE SHEET 9 OF 21.

** PLACE PER TYPICAL BARRIER

CC E C

C

E

C

25’-6�" = 791’-1�"

31 SPACES AT

18 #

5SB7

AT 12

"

W/ #

5SB6 )

(9EF)

(MATCH

25’-6�" = 638’-0�"

25 SPACES AT

5 SPACES

AT

BARRIER

STA. 5

16+5

8.80

END OF

SOUNDWALL

BARRIER STA. 500+00

BEGIN SOUNDWALL

BARRIER AND BASE LINE

FACE OF SOUNDWALL

127’-7�

"

25’-

6�"

=

À SHAFT

(TYP.)

2’-2"

3 BOTTOM, 4 TOP) **

15 #7SB1 (4 EF,

3 BOTTOM, 4 TOP) **

(15 PER LOCATION, 4 EF,

(TYP.)

#5SB6

LOCATION, 4 EF, 3 BOTTOM, 4 TOP) **

645 #7SB2 AT 43 LOCATIONS (15 PER

15 #7SB5 AT

4 TOP) **

(4EF, 3 BOTTOM,

3 BOTTOM, 4 TOP) **

15 #7SB4 AT (4EF,

(TYP.)

#5SB7

BRIDGE SHEET

FILE NUMBER

TOTAL SHEETS

10622-B

96-4-1

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE PROJECT

SHEET NO.FEDERAL PROJECT NO.

CHECKED

CHECKED

CHECKED

DATEBY

BTW

BTW

8/04

8/04

BRIDGE NO.

DESIGNED

DRAWN

QUANTITIES

BY DATEREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATE

MANCHESTER

SWP

MWS

1/03

TOWN

LOCATION

1/03

OF

SWP 5/03 BTW 8/04

10 21

A000 (270)

CONSULTINGENGINEERS Maine New Hampshire Vermont

email: cld@cldengineers. com www.cldengineers.com

(603) 668-8223 Fax: (603) 668-8802

540 Commercial Street Manchester, NH 03101

Inc.

1062

2B

SW

D.

DG

N

SOUNDWALL BARRIER REINFORCEMENT PLAN

LEGEND

C = CONTRACTION JOINT

E = EXPANSION JOINT

EF = EACH FACE

FF = FAR FACE

NF = NEAR FACE

98 120

ALLARD DRIVE, SECOND STREET, AND TURNER STREET RECONSTRUCTION

DATE:

SAMPLE PLAN

08-2004

PROJECT. FOR EACHDESIGNED BE

ANCHORAGE SYSTEM SHALLNOTE: BARRIER MOUNTED

USING DETAILS.CLOSELY REVIEW BEFORE

MAY NOT BE CURRENT.NOTE: DETAILS AND NOTES

manchester.dgn Default 11/14/2013 8:54:09 AM �n18abh�