PLANS.pdf

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T O

F

C O

N -U

V -4

E A

S T T

H E

T F

O R

D

V E

R M

O N

T

U N

IO

N V

IL

L A

G E D

A M

W

W J -1

-B -0

A V

E R

Y B

R O

O K B

R

ID

G E A

N D O

L D R

O U

T E

B

R

ID

G E

C O

N C

R E

T E R

E P

A

IR

S A

N D N

E W R

A

IL

IN

G

VILLAGE DAM

UNION

THETFORD

LYME

OLD ROUTE 132

BRIDGE

BROOKAVERY

O M

PO

M

PAN

O O

SU

C

TO OLD

ROUTE 132

BRIDGE

A V E

R Y B

R O

O

KW

E S

T R

O A

D

R

IV

E R

AVERY BROOK

CULVERT

UNI

ON

VIL

LAGE D

AM

CONTRACTOR'S

STAGING AREA

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Bridges/Upper Connecticut River Basin/Union Village Dam/Avery Brook Bridge - Concrete Repairs & New Railing/30000 - Planning & Engineering & Design/30DA

G-001 06-MAY-2016 06:55 MicroStation

A N

S I

D

G-001

:1

S F

L A

N A

G

N

C

V E

R S

H E

E T A

N D I

N D

X

EAST THETFORD, VERMONT

UNION VILLAGE DAM

W912WJ-16-B-0004

B1 B4

VICINITY MAP

SCALE: 1"=8000'

LOCATION MAP

SCALE: 1'=400'0 16000'8000' 800'0 400'

N N

S-101

CON-UV-455_G-001.DGN COVER SHEET AND INDEX

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

CON-UV-455_S-101.DGN

CON-UV-455_S-102.DGN

CON-UV-455_S-301.DGN

CON-UV-455_S-302.DGN

CON-UV-455_S-303.DGN

CON-UV-455_S-501.DGN

CON-UV-455_S-502.DGN

CON-UV-455_S-503.DGN

S-102 OLD RTE. 132 BRIDGE PLANS

S-301

S-302

S-303 OLD RTE. 132 NORTH ABUTMENT REPAIRS

S-501

S-502

S-503 OLD RTE. 132 BRIDGE HAND RAIL DETAILS

AVERY BROOK BRIDGE AND OLD ROUTE 132 BRIDGE

AVERY BROOK CULVERT PLANS

AVERY BROOK CULVERT WALL REPAIRS

AVERY BROOK CULVERT SECTION

AVERY BROOK CULVERT CEILING AND INVERT DEMO DETAILS

OLD RTE. 132 BRIDGE HAND RAIL DETAILS

CONCRETE REPAIRS AND NEW RAILING

M

M A

D

IS

O N

M A

Y

MAY 2016

J

K E

D Z

IE

R S

K I

J P

A O

L

IN

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T O

F

C O

N -U

V -4

S T T

H E

T F

O R

D

V E

R M

O N

T

U N

IO

N V

IL

L A

G E D

A M

W

W J -1

-B -0

A V

E R

Y B

R O

O K B

R

ID

G E A

N D O

L D R

O U

T E

B

R

ID

G E

C O

N C

R E

T E R

E P

A

IR

S A

N D N

E W R

A

IL

IN

G

CEILING

OUTLINE OF

ORIGINAL

CL

CL

REPRESENTATIVE

OFFICER'S

CONTRACTING

APPROVAL OF THE

DEEPER REQUIRES

3". ANYTHING

CEILING REPAIR IS

MAXIMUM DEPTH OF

BACKFILL

WALL INTO

OF VOID BEHIND

1'-0" ASSUMED DEPTH

EXISTING 6" GRAVEL BEDDING

1.5

1" APPROX.

8"

1'-6"

INVERT

OF WALL AND

ORIGINAL OUTLINE

DEEPEST BAR

MINIMUM 1" BEYOND

CONCRETE

CHIP TO SOUND

EXISTING 1'-6" ROCK FILL

3"

20" C.C.

DEPTH

EMBEDMENT

3" MIN

ANCHOR

MECHANICAL

FABRIC

WIRE

WELDED

6x6-W1.4/W1.4 #7 BAR

FROM BOTTOM

3/4 " MINIMUM

CL

CL

FABRIC

OVER WELDED WIRE

2" MINIMUM COVER

CORROSION INHIBITOR,

SHOTCRETE WITH

FABRIC

WELDED WIRE

2X2-W1.4/W1.4

FABRIC

WELDED WIRE

2" COVER OVER

FABRIC

WELDED WIRE

2" COVER OVER

8"

8"

PROVIDE 2" CHAMFER

INVERT

ALONG CORNER OF

NEW CONCRETE CURB

BAR SPLICE CHART

NEW BAR LAP SPLICE LENGTH

#3 1'-0"

#4 1'-3"

#5 1'-7"

#7 2'-3"

#6 1'-11"

#8 2'-6" pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Bridges/Upper Connecticut River Basin/Union Village Dam/Avery Brook Bridge - Concrete Repairs & New Railing/30000 - Planning & Engineering & Design/30DA

Untitled Sheet 06-MAY-2016 07:09 MicroStation

S-501

A N

S I

D :1

0 1' 2'6"A1

AVERY BROOK CULVERT - INVERT CORNER DEMO DETAIL (TYP)

SCALE: 1"=1'

F1

AVERY BROOK CULVERT - CEILING DEMO DETAIL (TYP)

SCALE: 1"=1' 0 1' 2'6"

D1

SCALE: 1"=1' 0 1' 2'6"

AVERY BROOK CULVERT - CEILING REPAIR DETAIL

0 1' 2'6"B6

SCALE: 1"=1'

AVERY BROOK CULVERT - INVERT CORNER REPAIR DETAIL

GENERAL CONCRETE REPAIR NOTES

M

M A

D

IS

O N

M

M A

D

IS

GENERAL VOID REPAIR PROCEDURES

GENERAL CEILING REPAIR PROCEDURES

PLACING CONCRETE IN THE SPALL REPAIR AND NEW INVERT CURB AREAS.

4. ALLOW SUFFICIENT TIME FOR THE FLOWABLE FILL MATERIAL TO CURE PRIOR TO

FOLLOWING FLOWABLE FILL MANUFACTURER'S RECOMMENDATIONS.

3. PLACE FLOWABLE FILL BEHIND VOID VIA PRESSURIZED GROUTING, PUMPING, OR BY

FILL MATERIAL.

2. WATER SHALL NOT BE ALLOWED TO FLOW INTO VOID WHEN PLACING FLOWABLE

1. DEMO INVERT CORNERS TO SOUND CONCRETE.

GENERAL MORTAR REPAIR PROCEDURES

15. PLACE PORTLAND CEMENT CONCRETE.

FABRIC, REBAR, AND CONCRETE SUBSTRATE.

14. PLACE CORROSION INHIBITOR BONDING AGENT TO EXPOSED WELDED WIRE

13. SATURATE REPAIR AREA WITH LOW PRESSURE WATER SPRAY.

12. INSTALL FORMWORK.

11. INSTALL WELDED WIRE FABRIC WHERE SPECIFIED.

RECOMMENDATIONS WERE SPECIFIED.

10. SET MECHANICAL ANCHORS ACCORDING TO MANUFACTURER'S

MANUFACTURER'S RECOMMENDATIONS.

9. DRILL HOLES FOR PLACEMENT OF MECHANICAL ANCHORS ACCORDING TO

8. PROVIDE A ROUGHENED SUBSTRATE FOR THE NEW CONCRETE TO ADHERE TO.

PRODUCT.

REINFORCEMENT TO REMOVE ALL LOOSE CONCRETE, LEACHATES, AND CORROSION

7. ABRASIVE BLAST CONCRETE SUBSTRATE, ALL SAWCUT EDGES, AND EXPOSED

PROCEDURES THIS SHEET.

6. FILL ALL VOIDS BEHIND WALLS WHERE REQUIRED, SEE GENERAL VOID REPAIR

NO REPLACEMENT IS REQUIRED.

MORE THAN 75 PERCENT OF THE ORIGINAL REBAR SECTION AREA REMAINS, THEN

MINIMUM). PROVIDE A LAP SPLICE AS INDICATED IN THE "BAR SPLICE CHART". IF

BAR HAVING SECTION GREATER THAN THE MAXIMUM SECTION AREA LOSS (#3 BAR

SECTION REMAINS AT ANY POINT ALONG THE EXPOSED REBAR. PROVIDE A NEW

5. REPLACE REINFORCING STEEL IF LESS THAN 75 PERCENT OF THE ORIGINAL REBAR

INCH.

THAN 50% OF ITS CIRCUMFERENCE SHALL BE UNDERCUT BY A MINIMUM OF 1

4. UNLESS OTHERWISE SPECIFIED, ALL REINFORCING STEEL THAT IS EXPOSED GREATER

MAXIMUM DEPTH WHERE SPECIFIED.

3. CHIP UNSOUND CONCRETE TO SOUND CONCRETE OR NO FURTHER THAN THE

2. SAWCUT PERIMETER OF REPAIR A MINIMUM OF 1/2 INCH DEEP.

BELOW. SEE APPROPRIATE CONCRETE REPAIR DETAILS.

DETERIORATED AREAS. FOLLOW CONCRETE DEMOLITION METHODS AS SPECIFIED

MINIMUM OF ONE FOOT BEYOND ALL EDGES OF VISUALLY INSPECTED

FOR DULL OR HOLLOW SOUNDS. CONCRETE SURFACES SHALL BE SOUNDED A

INSPECTION AND SOUNDING WITH A HAMMER OR STEEL ROD WHILE LISTENING

1. CONTRACTOR SHALL DETERMINE THE LIMITS OF AREAS TO BE REPAIRED VIA VISUAL

MANUFACTURE'S RECOMMENDED RATE TO AVOID PLASTIC SHRINKAGE CRACKS.

APPLICATION RATE FOR CURING COMPOUND SHALL BE DOUBLE THE

WATER BASED (NON-SOLVENT) CURING COMPOUND MEETING ASTM C309.THE

7. CURING OF THE MORTAR SHALL BE WITH A FINE MIST OF WATER, WET BURLAP, OR

SCREEDED.

6. AFTER FILLING THE PATCH, THE REPAIR MORTAR SHALL BE CONSOLIDATED, THEN

THE PATCH, AND THEN SHALL BE WORKED IN TOWARD THE CENTER OF THE PATCH.

5. FILL ALL PORES AND VOIDS. THE MORTAR SHALL BE FORCED AGAINST THE EDGES OF

AGENT BECOMES TACK FREE.

4. SCRUB THE MORTAR INTO THE CONCRETE SUBSTRATE BEFORE THE BONDING

3. PLACE BONDING AGENT TO THE CONCRETE SUBSTRATE.

MAXIMUM DEPTH WHERE SPECIFIED.

2. CHIP UNSOUND CONCRETE TO SOUND CONCRETE OR NO FURTHER THAN THE

CONCRETE REPAIR DETAILS.

FOLLOW CONCRETE DEMOLITION METHODS AS SPECIFIED BELOW. SEE APPROPRIATE

OF ONE FOOT BEYOND ALL EDGES OF VISUALLY INSPECTED DETERIORATED AREAS.

DULL OR HOLLOW SOUNDS. CONCRETE SURFACES SHALL BE SOUNDED A MINIMUM

INSPECTION AND SOUNDING WITH A HAMMER OR STEEL ROD WHILE LISTENING FOR

1. CONTRACTOR SHALL DETERMINE THE LIMITS OF AREAS TO BE REPAIRED VIA VISUAL

A N

D I

N V

E R

T D

E M

O D

E T

A

IL

S

A V

E R

Y B

R O

O K C

U L

V E

R T C

E

IL

IN

G

12. PLACE SHOTCRETE.

11. SATURATE REPAIR AREA WITH LOW PRESSURE WATER SPRAY

10. INSTALL WELDED WIRE FABRIC WERE SPECIFIED.

RECOMMENDATIONS WHERE SPECIFIED.

9. SET MECHANICAL ANCHORS ACCORDING TO MANUFACTURER'S

MANUFACTURER'S RECOMMENDATIONS.

8. DRILL HOLES FOR PLACEMENT OF MECHANICAL ANCHORS ACCORDING TO

7. PROVIDE A ROUGHENED SUBSTRATE FOR THE SHOTCRETE TO ADHERE TO.

PRODUCT.

REINFORCEMENT TO REMOVE ALL LOOSE CONCRETE, LEACHATES, AND CORROSION

6. ABRASIVE BLAST CONCRETE SUBSTRATE, ALL SAWCUT EDGES, AND EXPOSED

NO REPLACEMENT IS REQUIRED.

MORE THAN 75 PERCENT OF THE ORIGINAL REBAR SECTION AREA REMAINS, THEN

MINIMUM). PROVIDE A LAP SPLICE AS INDICATED IN THE "BAR SPLICE CHART". IF

BAR HAVING SECTION GREATER THAN THE MAXIMUM SECTION AREA LOSS (#3 BAR

SECTION REMAINS AT ANY POINT ALONG THE EXPOSED REBAR. PROVIDE A NEW

5. REPLACE REINFORCING STEEL IF LESS THAN 75 PERCENT OF THE ORIGINAL REBAR

INCH.

THAN 50% OF ITS CIRCUMFERENCE SHALL BE UNDERCUT BY A MINIMUM OF 1

4. UNLESS OTHERWISE SPECIFIED, ALL REINFORCING STEEL THAT IS EXPOSED GREATER

MAXIMUM DEPTH WHERE SPECIFIED.

3. CHIP UNSOUND CONCRETE TO SOUND CONCRETE OR NO FURTHER THAN THE

2. SAWCUT PERIMETER OF REPAIR A MINIMUM OF 1/2 INCH DEEP.

REINFORCEMENTS FROM SAGGING.

BEGINNING REPAIR OF THE REMAINING CEILING SO AS TO PREVENT

1. CONTRACTOR SHALL REPAIR ONE HALF OF THE CEILING COMPLETELY BEFORE

M A

Y

J

K E

D Z

IE

R S

K I

J P

A O

L

IN

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T O

F

C O

N -U

V -4

S T T

H E

T F

O R

D

V E

R M

O N

T

U N

IO

N V

IL

L A

G E D

A M

W

W J -1

-B -0

A V

E R

Y B

R O

O K B

R

ID

G E A

N D O

L D R

O U

T E

B

R

ID

G E

C O

N C

R E

T E R

E P

A

IR

S A

N D N

E W R

A

IL

IN

G

STEEL GRATING DECK

BOTTOM RAIL

EXISTING 4"X6"X3/8" ANGLE

TOP RAIL

EXISTING 4"X4"X3/8" ANGLE

RAIL POST

GUARD

W4X13

EXISTING

6'-8" POST C. TO C.GUARD RAIL ENDS

OVERHANG ON EXISTING

1'-2" TYPICAL TO MATCH

DECK

GRATING

STEEL

TO HAND RAIL

FROM STEEL GRATING

3-6" MIN

NOTE 4

SCREWS SEE

1/4" DIA SET

1'-1" PIPE LENGTH 6'-6" PIPE LENGTH

SEE NOTE 2

1/2" DIA BOLT

1/8"

1/8"

END

HAND RAIL

MATCH

CAP TO

ENDS

ALL HAND RAIL

1/8" CHAMFER ON

HAND RAIL RECEIVER

HAND RAIL TO

(HAND RAIL TERMINALS ONLY)

TOP RAIL

EXISTING

POST

EXISTING

HAND RAIL

HSS 2" X 2" X 3/16"

GENERAL NOTES

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Bridges/Upper Connecticut River Basin/Union Village Dam/Avery Brook Bridge - Concrete Repairs & New Railing/30000 - Planning & Engineering & Design/30DA

Untitled Sheet 06-MAY-2016 07:12 MicroStation

S-502

S I

D :1

D7

OLD RTE. 132 BRIDGE - HAND RAIL DETAIL (APPROACH VIEW)

D1

A1

OLD RTE. 132 BRIDGE - HAND RAIL DETAIL (SIDE VIEW)

SCALE: 1 1/2"=1' 1' 2'0 6"1' 2'0 6"

OLD RTE. 132 BRIDGE - HAND RAIL SECTION A1

SCALE: 3"=1' 6"0 3" 1'

SCALE: 1 1/2"=1'

M

M A

D

IS

O N

M

M A

D

IS

O N

O L

D R

T E B

R

ID

G E H

A N

D R

A

IL

D

E T

A

IL

TIGHTENING.

RAIL POST RECEIVER. APPLY THREAD LOCKER TO THE SET SCREWS PRIOR TO

LENGTH. SET SCREWS SHALL BE USED TO LOCK THE HAND RAILING TO THE HAND

4. ASTM A574 SET SCREWS SHALL BE HEX SOCKET DRIVE, 1/4" DIAMETER, AND 1/4" IN

PLACE BETWEEN TWO HAND RAIL POSTS.

3. PROVIDE HAND RAILING THAT IS SUFFICIENTLY LONG ENOUGH TO BE LOCKED IN

ACCORDANCE WITH ASTM F2329.

1/2" DIAMETER, ASTM F1554, GRADE 36 BOLTS, HOT DIPPED GALVANIZED IN

HAND RAIL POSTS TO THE TOP RAIL OF THE EXISTING GUARD RAIL BY MEANS OF

2. INSTALLATION OF THE HAND RAIL SHALL BE PERFORMED BY FIELD BOLTING ALL

PERFORMED AFTER WELDMENT OF COMPONENTS.

ACCORDANCE WITH ASTM A123. GALVANIZING OF THE HAND RAIL POSTS SHALL BE

A500, GRADE B, HOLLOW STEEL SHAPES (HSS), HOT DIPPED GALVANIZED IN

1. NEW HAND RAILINGS AND HAND RAILING POSTS ARE TO BE COMPRISED OF ASTM

M A

Y

J

K E

D Z

IE

R S

K I

J P

A O

L

IN

O

D7

S-502

A1

S-503

E8

S-503

E8

S-503

A1

S-502

A1

S-502

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C O

N C

O R

D

M A

-2

V

IR

G

IN

IA

R

O A

D

N E

W E

N G

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

D R

A W

IN

G C

O D

E

S C

A L E

S H

E E

T O

F

C O

N -U

V -4

S T T

H E

T F

O R

D

V E

R M

O N

T

U N

IO

N V

IL

L A

G E D

A M

W

W J -1

-B -0

A V

E R

Y B

R O

O K B

R

ID

G E A

N D O

L D R

O U

T E

B

R

ID

G E

C O

N C

R E

T E R

E P

A

IR

S A

N D N

E W R

A

IL

IN

G

W4X13

CENTERED OVER

4"X8"X1/2" PLATE

GUARD RAILING REMOVED FOR CLARITY

DRAINAGE

TO ALLOW FOR

IN HAND RAIL POST

1/4" RADIUS CUT OUT

ENDS OF RECEIVER

1/8" CHAMFER BOTH

HAND RAIL RECEIVER

HSS 2 1/2" X 2 1/2" X 3/16"

HAND RAIL POST

HSS 2" X 2" X 3/16"

GUARD RAILING REMOVED FOR CLARITY

8"

4"

2"

RAIL TOP RAIL

PLATE AND GUARD

THROUGH 8"X4"X1/2"

1/2" DIA. HOLE

1 1/2 " 1 1/2 "

4"

DRAINAGE

ALLOW FOR

CUT OUT TO

SEMI-CIRCULAR

GRATING DECK

BE 3'-6" ABOVE THE STEEL

HAND RAILING TOP ELEVATION SHALL

TOP RAIL

SURFACE OF 4"X4"X3/8" ANGLE

FROM STEEL GRATING DECK TO TOP

CONTRACTOR TO VERIFY DISTANCE

HAND RAIL RECEIVER

HSS 2 1/2" X 2 1/2" X 3/16"

1 1/2 " 1 1/2 "2 1/2 "

1"

SCREWS

MATCH SET

THREADS TO

1/2 "

3"

1/8"

HAND RAIL RECEIVER

HSS 2 1/2" X 2 1/2" X 3/16"

HAND RAIL POST TO

HSS 2" X 2" X 3/16"

1/8" HAND RAIL POST

PLATE TO HSS 2" X 2" X 3/16"

4"X8"X1/2" HAND RAIL POST

RAIL POST

GUARD

W4X13

EXISTING

RAIL

ANGLE TOP

4"X4"X3/8"

EXISTING

2"

FOR HOLE SPACING)

(USE HAND RAIL POST PLATE

TOP RAIL

1/2" DIA. HOLE THROUGH

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Bridges/Upper Connecticut River Basin/Union Village Dam/Avery Brook Bridge - Concrete Repairs & New Railing/30000 - Planning & Engineering & Design/30DA

Untitled Sheet 06-MAY-2016 07:13 MicroStation

S-503

S I

D :1

A1

SCALE: 6"=1'

OLD RTE. 132 HAND RAIL POST (SIDE VIEW)

E1

OLD RTE. 132 HAND RAIL POST (TOP VIEW)

SCALE: 6"=1'

3"0 6"1-1/2"

3"0 6"1-1/2" E5

SCALE: 6"=1'

A8

SCALE: 6"=1'

A5

SCALE: 6"=1'

3"0 6"1-1/2"

3"0 6"1-1/2" 3"0 6"1-1/2"

E8

SCALE: 6"=1' 3"0 6"1-1/2"

OLD RTE. 132 BRIDGE HAND RAIL POST PLATE OLD RTE. 132 BRIDGE TOP RAIL HOLE LOCATIONS

OLD RTE. 132 BRIDGE HAND RAIL POST SECTION (A5) OLD RTE. 132 BRIDGE HAND RAIL POST SECTION (A8)

M

M A

D

IS

O N

M

M A

D

IS

L

D R

T E B

R

ID

G E H

A N

D R

A

IL

D

E T

A

IL

S

M A

Y

J

K E

D Z

IE

R S

K I

J P

A O

L

IN

O

A5

S-503

A5

S-503

E5

S-503

E5

S-503

A8

S-503

A8

S-503