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SITE PLAN

3 0F

S P .d g n

SP-1

SCALE: DATE: SHEET NO.

AS SHOWN

Andrew S. Bell, P.E.

A S BELL ENGINEERING, PC

THE WRITTEN AUTHORITY OF A.S.BELL ENGINEERING PC.

PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT

PLANS AND SPECIFICATIONS WILL BE SUBJECT OF A COPYRIGHT

NEGOTIATIONS BETWEEN THE OWNER AND A.S.BELL ENGINEERING, PC.

THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL

THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR

BELL ENGINEERING

E

XCELSIOR

L

IC

EN

SE

D

PRO

FESSIONAL ENGINEER

STATE OF NEW Y

OR

K

ANDREW S. BEL

055448

AND/OR IN THE SPECIFICATION.

DESCRIBE THE FULL EXTENT OF THE ALTERATIONON THE DRAWING

ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND

OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS

THE ACCOMPANYING SPECIFICATION, UNLESS IT IS UNDER THE DIRECTION

ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR

THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS

B

(518) 452-2838 DRAWING NO.

asbellengineering@gmail.com

5895 JOHNSTON ROAD

SLINGERLANDS, NY 12159

LAKE PLEASANT, NEW YORK, 12108

P.O. BOX 56, STATE ROUTE 8

HAMILTON COUNTY HIGHWAY DEPARTMENT

TOWN OF ARIETTA

PINE BROOK BRIDGE

14OCTOBER 2024

COORDINATE TABLE

CONTROL PT

#3

#1

NORTH

4930.69

EAST

4728.20

5000.00 5000.00

4974.365022.04

5012.04 4998.09

STA 1+67.814

STA 1+96.564

CL BRGS W.

CL BRGS E.

#2 5032.56 4858.99

4923.154833.05

4932.92 4928.34

CENTER CURVE 1

CURVE 2

R=200'

R=100'

W18x55

C x

.9

N

SCALE: 1/8" = 1'-0"

L & ROADWAY

C BRIDGE

BM Nail=100.00'

POINT #2

CONTROL

" C he rry

BM Nail=102.00'

STA 1+93.564

OUTLINE OF 22' x 80' TEMPORARY BRIDE

2+10 2+20 2+302+001+901+801+70

1+40

1+3

'R

1+2

1+1

1+

0+9

0+8

0+7

+5

STA 1+25.303

PCC

+6

1+50

1+60- PT 2+40

H A

R

O U

ROUTE 30

TO NYS

M

IN

T

Y

W

Y BEARINGS

C WEST

BEARINGS

C EAST

POINT #3

CONTROL

o rt h o in t a d

"P e ro k

E:

.99N:

.56

.00N:

.00

SIGNAL

TEMP

FLOW

PLAN AND ELEVATION

4 0F

PE-1

OPERATING

INVENTORY

HS-38

HS-27

69T

49T

LOAD RATING - ASD

BRIDGE PLAN

SCALE: 3/16" = 1'-0"

SCALE: 3/16" = 1'-0"

TWO-RAIL BRIDGE RAIL

RAIL, (TYP)

BOX BEAM GUIDE

BEAM TRANSITION, (TYP)

BRIDGE RAIL TO BOX

SEE DWG AB-1

ABUTMENTS (TYP)

PZC13 SHEET PILE

BRIDGE ELEVATION

2'-0"

.8

.5

.053398'/'

SLOPE=

EL 100.625

EL102.00

EARTHWORK

5 0F

EW-1

EARTHWORK

SCALE: 1/8" = 1'-0"

18'-0"' CHAN

2+10 2+20 2+30 2+50

2+001+901+801+70

1+40

1+3

1+2

1+1

1+

0+9

0+8

0+7

+5

STA 1+25.303

PCC

+6

1+50

1+60- PT 2+40

rt h o t d e ro k e B ro k"

.99N:

.56

.00N:

.00

SIGNAL

TEMP

& FILL

BRIDGE

REMOVE

REMOVED

TO BE

BRIDGE

EXISTING

HEAVY STONE FILL

GEOTEXTILE AND

REGRADE AREA ADD

REMOVE FILL

NEW ROAD

OLD EDGE OF ROAD

ROADWAY AS NECESSARY

PLACE FILL ALONG

6 OFAB-1

ABUTMENT SHEETING PLAN

NOTES:

INCLUDED IN THE SQUARE FOOT PRICE BID FOR THE SHEETING.

CLAMPS, TURNBUCKLES, AND THIER INSTALLATION SHALL BE

COST OF ALL MC18x42.7 CAPS, W6x25 WALES, SOLDIER PILES,CABLES,3.

BENDS IN ALIGNMENT.

WING WALL PILES. CHANNEL CAPS TO BE MITERED AND WELDED AT

SHEETS TO BE CAPPED WITH MC18x42.7 CHANNELS WELDED TO THE

BE THIRTY (30') FEET DRIVEN TO ELEVATION SHOWN. WING WALL

SHEET PILING LENGTHS FOR CORNER PILES AND WING WALLS SHALL2.

ARE FORTY (40') FEET.

ESTIMATED SHEET PLE LENGTHS FOR ABUTMENTS

BRIDGE SEAT CHANNEL CAPS AND ASSOCIATED HARDWARE.

PRACTICAL REFUSAL AND CUT TO PROPER ELEVATION TO ACCEPT

ASTM A-328 PZC13 SHEETS. ABUTMENT SHEETS TO BE DRIVEN TO

ALL SHEET PILING SHAL BE HOT ROLLED WITH FORGED INTERLOCKS, 1.

SCALE: 3/4" = 1'-0"

HIGH @ 12" O.C.

CONNECTORS, 6"

3/4" DIA. SHEAR

4"±

MC18 x 42.7 CAP

BRIDGE SEAT

WALE DETAIL @

SHEET PILING, (PZC 13)

PERMANENT STEEL

W6x25 OR BENT PLANE

5"x5"x 1/2" (TYP)

WALE

ELEV: 98.21(W)

ELEV: 96.84(E)

ELEV: 94.0 (W)

ELEV: 92.8 (E)

ELEV: 98.16 (W) ±

ELEV: 96.80 (E) ±

SCALE: 3/4" = 1'-0"

SHEET PILING, (PZC 13)

PERMANENT STEEL

W6x25

@ WING END

WALE DETAIL

WALE

SEE PLAN

ELEV: 98.0 (W)

ELEV: 96.0 (E)

C IMPROVEMENTL

SCALE: 1/4"=1'-0"

Z

G

11'-ƒ

L

E

7/ 8"

1'-

7ƒ

PZC13

ALL

SHEETS

C BRGS ENDL

TURNBUCKLE (TYP)

1" GALVANIZED

WELDED TO SHEETS

W6x25 WALES FULLY

BEAM WELDED TO PILES

W6x25 15'-0"LG. TIE

WIRE ROPE (TYP)

5/8" GALVANIZED

LONG (TYP)

SHOLDIER PILE 15'-0"

HP12x53 OR W12x65

(TYP)

15'-0" MIN

C BRGS BEGINL

WIRE ROPE (TYP)

5/8" GALVANIZED

BEAM WELDED TO PILES

W6x25 15'-0"LG. TIE

LONG (TYP)

SHOLDIER PILE 15'-0"

HP12x53 OR W12x65

TURNBUCKLE (TYP)

1" GALVANIZED

15'-0"

CORNER (TYP)

45°PILEPRO

@ 2'-3 7/8" = 11'-7•"

5 PZC13 WING WALL SHEETS

@ 2'-3 7/8" = 11'-7•"

5 PZC13 WING WALL SHEETS

.6

EL. 102.7

EL. 102.2

EL. 100.0

EL. 100.2

EAST ABUTMENT

7 OFAB-2

REFERENCE NOTE

TYPICAL GIRDER ELEVATION AT ABUTMENT DETAIL

EAST ABUTMENT REINFORCING

MD-1

AB-3

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

EAST ABUTMENT PLAN

ON DWG MD-1)

(SEE DETAIL "D"

BASE PLATE, (TYP)

6" x 6" x 3/4"

C OF BEAM

"A"

L BRIDGE

OF C

AND SECTION B-B ON DWG. AB-3)

(REFER TO DETAIL ON DWG MD-1

STEEL GIRDER PEDISTAL DETAIL

TO OUTSIDE OF DECK 25'-0"

BETWEEN DECK AND CONCRETE

AFTER DECK INSTALLATION

APPLY 1" PREMOULDED STRIP

ABUTMENT SHEET PILES

(T

"A" G1 G2 G3 G4 G5 G6

1'-5‡"

1'-0"

.4

2'-1‚" 5 GIRDER SP. @ 4'-8" = 24'-0„" 2'-1…"

28'-2ƒ"

12'- 5„

24' -10

C OF BRGS,

EAST ABUTMENT ELEVATION

SECTION "A"-"A"

G1 G3G2

4"

C OF BRIDGE

C L

8ƒ"

SEE AB-3

BEAM ENCASEMENT

MC18x42.7 CAP

(TYP BOTH SIDES)

DRIVEN TO REFUSAL

PILES (PZC-13) TO BE

ABUTMENT STEEL SHEET

APPLY 1" PREMOULDED JOINT FILLER

G4

G5

G6

ELEV:97.80

ELEV:98.16

ELEV: 100.73

ELEV: 99.64

ELEV: 100.00

ELEV: 100.37

T/O CAP

ELEV:96.80

28'-2 3/4"

REINFORCING

EAST ABUTMENT

8 OFAB-3

(LOWER POUR) REINFORCEMENT PLAN

EAST ABUTMENT - BRIDGE SEAT,

& 2 BACK)

(2 FRONT

(8)-5E5

BACK

G3G1 G2 G4 G5 G6L BRIDGE

(1)-5E3

(1)-5E2

(1)-5E1

(1)-5E4

FRONT

EACH BAY), (TYP.)

SPACES. (4 IN

STIRRUPS @ EQ.

(12)-5E1 BOTT.

28'-2 3/4" (REF)

SECTION B-B

6"

(REF)

F

WATERSTOP

TYPE "D"

SCALE: 1" = 1'-0"

AT 2'-0" ON CENTER

STUD SHEAR CONNECTORS

@ 12"

STIRRUPS

5E TOP

5E BOTTOM

STEEL GIRDER

W18 x 55

BEAMS)

(BETWEEN

5E

THRU WEB OF GIRDER

1 1/2" DIA. DRILLED HOLE

5E FULL LENGTH THRU

DWG MD-1

SUPPORT DETAIL

STEEL BEAM

SEE TEMPORARY

MC18 x 42.7

PILING, (PZC 13)

PERMANENT STEEL SHEET

5 EQ 5E1,2,3,4

2" COV. (TYP)

END OF W18 x 55 GIRDER

BACK FACE

LC OF BRG'S.

OR BENT PLANE

SHEET CUT-OFF

SURFACES

ASPHALT WEARING

TIMBER DECK

6 3/4" GLULAM

ELEV: 98.13 WEST ±

ELEV: 96.76 EAST ±

SEE ELEVATION

V

IE

G3G1 G2 G4 G5 G6L BRIDGE

POUR REINFORCEMENT PLAN

EAST ABUTMENT - BACK WALL

5E11 BAR

(5) TOP

BEAM FRONT

(1)-5E8 BEYOND

LENGTH BACK

(3)-5E10 FULL

(1)-5E19

(1)-5E18

(1)-5E14

(1)-5E15

(1)-5E16

(1)-5E17

(1)-5E9 BEYOND

1'-5‡"1'-0"

1'-5‡" 1'-0"

TOP

(1)-5E12

BEAMS FRONT

(3)-5E7

THROUGH WEB

(FULL LENGTH

(2)-5E7

28'-2 3/4"(REF)

EAST ABUTMENT REINFORCEMENT ELEVATION

G1 G2 G3 G4

"B"

G5 G6

ELEV: 96.80

ELEV: 97.80

ELEV: 99.64

ELEV: 100.37

ELEV: 100.73

ELEV: 100.00

ELEV: 98.16

WEST ABUTMENT

REFERENCE NOTE DWG. NO.

9 OFAB-4

AB-5

TYPICAL GIRDER ELEVATION AT ABUTMENT DETAIL

WEST ABUTMENT REINFORCING

C OF BEAM,

L BRIDGE

C OF

TO OUTSIDE OF DECK 25'-0"

BETWEEN DECK AND CONCRETE

APPLY 1" PREMOULDED STRIP

(T

.4

G3 G2 G1G4G5G6

WEST ABUTMENT PLAN

2'-1‚"2'-1…"

24'

-10

5 GIRDER SP. @ 4'-8" = 24'-0„"

"A" "A"

AND SECTION B-B ON DWG. AB-3)

(REFER TO DETAIL ON DWG MD-1

STEEL GIRDER PEDISTAL DETAIL

ON DWG MD-1)

(SEE DETAIL "D"

BASE PLATE, (TYP)

ABUTMENT SHEET PILES

C OF BRGS,

WEST ABUTMENT ELEVATION

SECTION "A"-"A"

G1G3 G2

C L

SEE AB-5

BEAM ENCASEMENT

APPLY 1" PREMOULDED JOINT FILLER

28'-3"

G4

G5

G6

ELEV:101.01

ELEV:101.74

ELEV:101.37

ELEV:102.10

ELEV:99.53

ELEV: 99.17

ELEV: 98.17

DESIGNED BY: ANDREW S. BELL, P.E. NYSPE NO. 055448

BRIDGE REPLACEMENT PROJECT

A. S. Bell Engineering, PC

HAMILTON COUNTY DEPARTMENT OF PUBLIC WORKS

(518) 452-2838

Slingerlands, NY 12159

5895 Johnston Road

TOWN OF ARIETTA, NEW YORK 12139

OVER PINE BROOK STREAM

NORTH POINT ROAD - CR3

OCTOBER 2024

TRACY J. ELDRIDGE, COUNTY HIGHWAY SUPERINTENDENT

REINFORCING

NORTH (W) ABUTMENT

10 OFAB-5

G3 G1G2G4G5G6 L BRIDGE

5E11 BAR

(5) TOP

(1)-5E8 BEYOND

LENGTH BACK

(3)-5E10 FULL

(1)-5E9 BEYOND

1'-5‡"1'-0"

1'-5‡" 1'-0"

BEAMS FRONT

(3)-5E7

THROUGH WEB

(FULL LENGTH

(2)-5E7

REINFORCEMENT PLAN

WEST ABUTMENT - BACK WALL POUR

WEST ABUTMENT REINFORCEMENT ELEVATION

G1G2G3G4

2'-1…"24'-0„"2'-1‚"

8ƒ" L

G5G6

ELEV: 98.17

ELEV: 99.17

101.01

ELEV: 101.74

EL 102.10

EL 101.37

EL 99.53

(LOWER POUR) REINFORCEMENT PLAN

WEST ABUTMENT - BRIDGE SEAT,

& 2 BACK)

(2 FRONT

(8)-5E5

G3 G1G2G4G5G6 L BRIDGE

SECTION B-B

WATERSTOP

TYPE "D"

AT 2'-0" ON CENTER

STUD SHEAR CONNECTORS

@ 12"

5E TOP

5E BOTTOM

STEEL GIRDER

BEAMS)

5E

THRU WEB OF GIRDER

1 1/2" DIA. DRILLED HOLE

5E FULL LENGTH THRU

DWG MD-1

SUPPORT DETAIL

STEEL BEAM

SEE TEMPORARY

MC18 x 42.7

PILING, (PZC 13)

PERMANENT STEEL SHEET

5 EQ 5E1,2,3,4

2" COV. (TYP)

END OF W18 x 55 GIRDER

BACK FACE

LC OF BRG'S.

OR BENT PLANE

SHEET CUT-OFF

ELEV: 98.13 WEST ±

ELEV: 96.76 EAST ±

SEE ELEVATION

FRAMING PLAN AND DETAILS

11 OF

STEEL NOTES:

MAY BE ASTM A-36 OR EQUIVALENT.

3. CONNECTION AND MISCELLANEOUS PLATES

(A992), GRADE 50 OR EQUIVALENT.

AND OUTRIGGERS SHALL BE ASTM A-572

2. BEAMS, DIAPHRAGMS, BRIDGE RAIL POSTS

GALVANIZED AFTER FABRICATION.

1. ALL COMPONENTS TO BE HOT-DIPPED

FP-1

DIAPHRAGM / GIRDER CONNECTIONS

DETAIL "D" BEARING PLATE

5 GIRDER SPACES AT 4'-8" = 23'-4"

24'-10" (ACTUAL DECK WIDTH)

25'-1"

C12x20.7C12x20.7

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

BRIDGE SECTION "A"-"A"

LC ROADWAY

@ 5'-6" (TYP)

W6 x 25 SPACED

CLEARANCE

BOLTS

GALVANIZING FOR 3/4" DIA.

13/16" DIA. HOLES AFTER

1 1/2 "

WEB OF W18 BEAM

(TYP), BOLTED TO

W10 x 26, 15" LG.

C12x20.7 C12x20.7

24'-1" ROADWAY (F-F OF RAIL)

DWG. MD-1)

(SEE DETAILS ON

CONN. PLATE (TYP)

4" x 1/2" FULL DEPTH

SURFACE AT CENTER

2 1/2" ASPHALT WEARING

COURSE

1" INITIAL

MEMBRANE

WATERPROOFING

SURFACE AT EDGE

1 1/2" ASPHALT WEARING

GIRDERS

BRIDGE RAIL (TYP)

2 RAIL BOX BEAM

C12x20.7

BOLTS (TYP)

3/4" DIA. A325

BRIDGE RAIL POST DETAIL

SCALE: 1" = 1'=0"

WEB OF W18 BEAM

(TYP), BOLTED TO

W10 x 26, 15" LG.

C12 x 20.7

1" GAP

1 1/2" (TYP)

ON DWG. MD-1)

(SEE DETAILS

PLATE (TYP),

CONNECTION

4" x 1/2"

W6 x 25

(REF.)

6 3/8"

3/16" TUBE

6" x 6" x

FLAT WASHER AND LOCK WASHER (TYP)

BOLT), 7 1/2" LONG WITH HEX NUT,

SQUARE NECK BOLT, (A307) (CARRIAGE

3/4" DIA. GALV. STEEL ROUND HEAD

4 @ 3"

1•"

C OF BEARINGS

FRAMING PLAN

SCALE: 1/4" = 1'-0"

(ALL MATERIAL HOT DIPPED GALVANIZED)

DIAPHRAGM LOCATION

12'-10 1/2 "

(SEE DWG. MD-1)

DETAIL "D", (TYP)

12'-10 1/2 "

DIAPHRAGM LOCATION

4 SPACES AT 5'-6" = 22'-0"

25'-9" C/C BEARINGS

C BRIDGE & ROADWAY

CONN. PLATE

7" x 1/2"

DIAPHRAGM

C12x20.7

IR

13.64°

SKEW

MISCELLANEOUS DETAILS

12 OF

STEEL NOTES:

GALVANIZED AFTER FABRICATION.

1. ALL STEEL COMPONENTS TO BE HOT-DIPPED

INTERMEDIATE DIAPHRAGM

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

LEVEL

PLATE (TYP)

PLATE

CONNECTION PLATE

FASCIA GIRDER

IG

IT

5/16"

3"

DIAPHRAGM CONNECTION DETAIL

1" SNIPE

3/4" DIA. BOLTS

GALVANIZING FOR

13/16" DIA. AFTER

PLATE (TYP)

CONNECTION PLATE

INTERIOR GIRDER

PLATE

1 1/2" (TYP)

56" (4'-8") GIRDER SPACING

1"

4•"

4•"

BASE PLATE

x 26'-3" LG., (TYP)

W 18 x 55 GIRDER

STIFFNER (TYP)

2" x 1/4" BEARING

C OF L

WELDED TO THE BASE PLATE

THREADED INTO AND TACK

RODS TO BE FULLY

SUPPORT RODS. SUPPORT

THREADED HOLES FOR

0ƒ"(TYP)

0ƒ" 7•"

3" (TYP)

1•" (TYP)

76.4°

13.6°

BEARING PLATE

SCALE: 6"= 1'=0"

DETAIL 'D'

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

AT ABUTMENT DETAIL

TYPICAL GIRDER PEDESTAL

4 TOTAL, (2 PER SIDE)

SUPPORT ROD, (A449)

1" DIA. FULLY THREADED

A FLAT WASHER (TYP)

HEAVY HEX NUT WITH

FLAT WASHER (TYP)

HEX NUT WITH

DOUBLE HEAVY

3"

STIFFENER

BEARING

ON DWG. AB-2)

(REFER TO SECTION B-B

BACKWALL REINFORCEMENT

GALVANIZING IN WEB FOR

1 1/2" DIA. HOLES AFTER 10‚"

1'-4‚"

(GALVANIZED AFTER FABRICATION)

WELDED TO THE BASE PLATE

THREADED INTO AND TACK

SUPPORT RODS TO BE FULLY

HOLES FOR SUPPORT RODS.

BASE PLATE WITH THREADED

6" x 6" x 3/4" (MIN) THICK

ROD HOLE (TYP)

(MIN.) SUPPORT

C OF 1" DIA.L

1/2" (TYP)

13 OFTD-1

AND DETAILS

TIMBER DECK PLAN

NOTES:

W/0.60 PCF RETENTION

3. TIMBER TREATMENT "PENTA"

GLULAM PER AITC-117-98

2. TIMBER SHALL BE SOUTHERN YELLOW PINE

1. DESIGN LIVE LOAD HS-25

SPACING PLAN VIEW

4'-0" INTERIOR PANEL ATTACHMENT

BRACKET, (REF)

1" FOR ANGLE

C OF GIRDER

4'-0" PANEL WIDTH

6"2'-0"

6" 2'-0"

OUTLINE OF

BOLT (TYP)

DOME HEAD

FOR 5/8" DIA

11/16" DIA HOLE

DETAIL 'B'

DETAIL 'C'

LC OF BEARINGS

GIRDERS (TYP)

OUTLINE OF W18 x 55

SPACING PLAN VIEW

END PANEL ATTACHMENT

ABOVE FOR LOCATIONS)

(REFER TO DECK PLAN

ANCHOR ROD BETWEEN GIRDERS,

THRU DECK FOR 3/4" DIA.

DRILL & CHEMICAL GROUT

x 1 1/2" DEEP & 1" DIA.

2 1/2" DIA. COUNTERSINK

3'-10•"

13.6°

DECK / BEAM CONNECTION DETAIL

SEE DETAIL - 'A'

STEEL ANGLE BRACKET,

BOLT (TYP)

DOME HEAD

WITH 5/8" DIA.

11/16" DIA. HOLE

BEAM)

(TO MISS

1" (REF),

4 3/4 " (REF)

DECK / CONCRETE CONNECTION DETAIL

CHEMICALLY ANCHORHED INTO ABUTMENT

NUT, FLAT WASHER & LOCK WASHER

ANCHOR ROD, 1'-1" LG. WITH HEX

3/4" DIA GALVANIZED

INTO ABUTMENT (TYP)

6" (MIN.) EMBEDDMENT

THRU, (TYP)

DRILL & CHEMICAL GROUT

x 1 1/2" DEEP AND 1" DIA

2 1/2" DIA CONTERSINK

GLULAM DECK PANEL PLAN

SCALE: 1/4" = 1'-0"

27'-9" (ALONG BEAM)

4'-0"

5 PANELS @ 4'-0" = 20'-0"

.1

IR

SEE DETAIL "C"

TYPICAL END PANEL

3'-10•"3'-10•"

SEE DETAIL "B"

TYPICAL DECK PANEL

1'-2„"

BRIDGE RAILING

14 OFBR-1

Transition Tube

HEAVY POST DETAIL

r ie s

Pavement

{‚ 2

‚ 2

ˆ

Splice Tube

(Typ.)

SPLICE TUBE DETAIL

ELEVATION PLAN

NOTE:

The cost of the Extra Long Post with Soil Plate to be included in the cost of the transition item.

fill plates (bottom) and in

7•"

2-Š" \ bolts, nuts and lock washers

(1 near side of web, 1 far side of conform to ANSI B and nuts shall web) (Typ.) Bolts

18.2.1 and ANSI B

18.2.2, and washers shall conform to

ANSI B 18.22.1.

washers (1 top, 1 bottom) and 1 lock washer (Galvanized). (Typical) long bolts w/nut, 2 standard

(top and bottom) for ƒ" \ x 7•"

‡" \ hole in Box Beam Guide Rail

15/16" x 7" slot in

PAY LIMIT FOR DOUBLE BOX STEEL BRIDGE RAILING

TRANSITION OF RAIL MOUNTING HEIGHTS

6 SPACES @ 2'-0" = 12'-0" 6 SPACES @ 3'-0" = 18'-0"

DETAILS SEE BD-RL4E)

HEAVY POSTS (FOR

SHOULDER BREAK LINE

TRANSITION POSTS (SEE BD-RL4E)

3'- 0"

9'-

1'-

S3 x 5.7 POSTS (SEE CURRENT HIGHWAY STANDARD SHEETS)

THE TRANSITION ITEM.

IN THE PRICE BID FOR

THE FLARED SECTION

INCLUDE THE COST FOR

FOR THE TRANSITION ITEM.

BE INCLUDED IN THE PRICE BID

THE COST OF THIS POST TO4

6'-0" STANDARD HIGHWAY SPACING

PAY LIMIT FOR BEAM GUIDE RAIL

IN HIGHWAY ESTIMATE

FOR EXPANSION JOINT, SEE SPLICE "B", BD-RL4E

FOR FIXED JOINT, SEE SPLICE "A", BD-RL4E

FOR FIXED JOINT, SEE SPLICE "D", BD-RL4E

FOR EXPANSION JOINT, SEE SPLICE "C", BD-RL4E

4'-0" HEAVY POSTS

SEE DETAIL "A"

FOR JOINT, SEE SPLICE "E" ON BD-RL5E

< OF SLICE

ON STRUCTURE

< OF FIRST POST

< OF POST

IN LOWER RAIL

< OF TURNBACK SPLICE7•"

9•" 2'-3"

1'-5•"

"BOX BEAM GUIDE RAIL"

SEE HIGHWAY STANDARD SHEET TITLED

FOR SHELF ANGLE AND POST DETAILS,

END OF THE TUBE.

GROUND SURFACE AT THE

9" MEASURED ABOVE THE

FOR THE TRANSITION ITEM.

INCLUDED IN THE PRICE BID

THE COST OF THIS POST TO BE

RAILING TRANSITION TO HIGHWAY BOX BEAM GUIDE RAIL

ELEVATION

PLAN

< OF POST

PAY LIMIT FOR TRANSITION - BRIDGE RAILING OR CONCRETE BARRIER TO BOX BEAM GUIDE RAIL = 32'-0"

WITH SOIL PLATE

TYPICAL EXTRA LONG POST

be flush (Typ.)

Tops of tubes to lock washer (Typ.)

nut, plain washer and ƒ" \ carriage bolt transition item.

included in the cost of the

Posts with Soil Plates to be

The cost of the Extra Long

Transition Tubes Not Shown

Permissable to cut along this line for driving (Typical on all

Guide Rail Posts)

TS6 x 6" x 3/16"

Extra Long Post

W6 x 9 x 7'-0" lg

Soil Plate

8" x 1/4" x 2'-0"

Tube x 6" long (Typ.)

Post Spacer 8" x 6" x 1/4"

Tube x 6" long (Typ.)

Post Spacer 8" x 6" x 1/4"

W6 x 9 x 7'-0" lg.

W6 x 8.5 or

Soil Plate

8" x 1/4" x 2'-0"

2 @ 10

Box Beam Rail

6" x 6" x 3/16"

25°

4" x 3/8" x 9•" lg.

5" x 5" x 5/16" tube (top & bot.)

Box Beam. See "ELEVATION OF TRANSITION".

9" measurement at the end of the

This angle is determined by the

Fill Plates

Š

Š 2

B-UIVb 3•

3•

251'- 1•

1'-1•"

B-UIVb

45°

B-UlVb

Steel back-up

}bar to remain. ‚"

LOWER TRANSITION GUIDE RAIL

SPLICE DETAIL AT TURN BACK IN

SPLICE TUBE

WELD DETAIL FOR

Pay limit for

Steel Bridge

Railing (Two Rail)

< OF SPLICE

FE

4'-0"

1 1/4"

TO BE FLUSH (TYP)

TOPS OF TUBES

FLAT WASHER & LOCK WASHER

CARRIAGE BOLT, HEX NUT,

3/4" DIA x 7 1/2" LG.

REFERENCE SURFACE

TUBE 6" LG. (TYP)

8" x 6" x 1/4" GALV.

GALV. BOX BEAM

SECTION "E"-"E"

PLATE)

LG. WITH SOIL

(W6 x 9 x 7'-0"

HEAVY POST

1 FAR SIDE OF WEB) (TYP)

(1 NEAR SIDE OF WEB, &

NUTS & FLAT WASHERS

(ASTM A307) WITH HEX

STD. HEX HEAD BOLTS

TWO 1/2" DIA. x 1 1/2" LG. FOR BOLT

TOP & BOTTOM

7/16" DIA. HOLE

HEX NUT & FLAT WASHER (TYP)

HEAD BOLT (ASTM A307) WITH

3/8" DIA. x 7" MIN. LENGTH HEX

NUT & FLAT WASHER (TYP)

HEAD BOLT (ASTM A307) WITH

1/2" DIA. x 1 1/2" LONG STD. HEX

IN POST (TYP)

5/8" DIA. HOLES

SURFACE

REFERENCE

3"3"

5"

S3 x 5.7 x 7'-0" LG.

TRANSITION POST

ANGLE (TYP)

x 4 1/2" LG. SHELF

L5" x 3 1/2" x 3/8"

SECTION "F"-"F"

TUBE (TYP)

& LOCK WASHER (TYP)

(ASTM A307 WITH HEX NUT

3/4" DIA. CARRIAGE BOLTS

BRIDGE RAILING DETAIL

POST

W6x25

1 1/2"

RAIL TUBE

VIEW "G"-"G"

LOCK WASHER (TYP)

WITH HEX NUT &

BOLTS (ASTM A307

3/4" DIA. CARRIAGE

RAIL TUBE

VIEW "H"-"H"

POST

W6 x 25

BRIDGE RAILING DETAIL

2 0F

GN-1

NUMBER

DRAWING

DESCRIPTION

INDEX OF DRAWINGS

NUMBER

SHEET

GENERAL NOTES WITH INDEX

BR-1

TD-1

FP-1

AB-5

AB-4

AB-3

AB-2

AB-1

EW-1

PE-1

SP-1

GN-1

TS-1

ESTIMATE OF QUANTITIES

ITEM NO. DESCRIPTION UNIT QUANTITY

BRIDGE RAILING DETAILS

TIMER DECK PLAN & DETAILS

MISCELLANEOUS DETAILS

FRAMING PLAN & DETAILS

WEST (W) ABUTMENT REINFORCING

WEST (W) ABUTMENT PLAN & ELEVATION

EAST (E) ABUTMENT REINFORCING

EAST (E) ABUTMENT PLAN & ELEVATION

EARTH WORK

GENERAL NOTES & INDEX

TITLE SHEET

202.12 REMOVAL AND DISPOSAL OF SUPERSTRUCTURE LS NEC

206.01 STRUCTURE EXCAVATION LS NEC

634.01 SURVEY AND STAKEOUT LS NEC

699.06 MOBILIZATION, DEMOBILIZATION AND MISCELLANEOUS LS NEC

203.21 SELECT STRUCTURE FILL LS NEC

202.19 REMOVAL AND DISPOSAL OF SUBSTRUCTURE LS NEC

203.03 EMBANKMENT IN PLACE LS NEC

610.0203 ESTABLISHING TURF LS NEC

553.02 COFFERDAMS (TYPE 2) EA 2

16606.80 TRANSITION BRIDGE RAIL TO BOX BEAM LF 128

203.02 UNCLASSIFIED EXCAVATION LS NEC

620.03 MEDIUM STONE FILLING CY 10

555.0105 CLASS A CONCRETE FOR STRUCTURES CY 14

556.0202 EPOXY COATED BAR REINFORCEMENT LB 900

619.01 BASIC WORK ZONE TRAFFIC CONTROL (SIGNS) LS NEC

AND NOT GUARANTEED

QUANTITIES SHOWN ARE APPROXIMATE

NOTE: THIS PROJECT IS LUMP SUM BID

403.138902 ASPHALT CONCRETE BINDER COURSE - TYPE 3 TON 2

568.10 TWO RAIL STEEL BRIDGE RAIL LF 52

552.11 PERMANENT STEEL SHEETING (PZC-13) SF 4000

304.12 SUBBASE COURSE- TYPE 2 CY 37

403.178202 ASPHALT CONCRETE TOP COURSE - TYPE 6F2 TON 3

EA 4 606.120101 BOX BEAM GUIDE RAIL END PIECES

LS NEC 564.0501 STRUCTURAL STEEL (APPROX. 15,630#)

SF 630 594.10 GLUE-LAMINATED TIMBER DECK

LS NEC 564.201 GALVANIZING STRUCTURAL STEEL (APPROX. 9700#)

DESIGN SPECIFICATIONS: NEW YORK STATE DEPARTMENT OF TRANSPORTATION

(NYSDOT) STANDARDS SPECIFICATIONS FOR HIGHWAY BRIDGES WITH ALL PROVISIONS

MATERIALS AND CONSTRUCTION SPECIFICATIONS: STANDARD SPECIFICATIONS,

FOR DESIGN PURPOSES ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF 3 K.S.I. UNLESS OTHERWISE NOTED.

ALL CONCRETE REINFORCING BARS SHALL COMPLY WITH ASTM A-615 GRADE 60

IT WILL BE THE CONTRACTOR'S OBLIGATION AND RESPONSIBILITY TO USE METHODS

AND EQUIPMENT WHICH WILL INSURE THE SATISFACTORY COMPLETION OF THE

REQUIRED WORK WITH A MINIMUM OF DELAY.

BRIDGE MAINTENANCE NOTE

THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES WILL BE FOUND ON

SUBSEQUENT SHEETS OF THE CONTRACT PLANS AND SUCH NOTES, WHILE PERTAINING

TO THE SPECIFIC DRAWINGS THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL

NOTES LISTED HEREIN.

THE INSTALLATION OF SELECT STRUCTURE FILL, ITEM 203.21, AS SHOWN ON THE

STRUCTURAL PLANS, SHALL BE COMPLETED IMMEDIATELY FOLLOWING THE COMPLETION

OF THE CURING PERIOD FOR THE ABUTMENTS OR WALLS.

SHALL BE COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DENSITY AS

DEFINED UNDER SUBSECTION 203-3.12 - COMPACTION.

ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 1-INCH UNLESS OTHERWISE

NOTED.

LIVE LOAD: HS 25.

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN

COMPANY BEFORE COMMENCING WORK TO RESTORE SERVICE AND MAY NOT CEASE HIS

WORK OPERATION UNTIL SERVICE IS RESTORED.

INTERRUPTION IN SAID SERVICE, HE SHALL IMMEDIATELY NOTIFY THE UTILITY

ALL DAMAGE, DIRECT OR INDIRECT, OF WHATEVER NATURE RESULTING FROM THE

PERFORMANCE OF THIS WORK, OR RESULTING TO THE WORK DURING IT'S PROGRESS

FROM WHATEVER CAUSE, SHALL BE BORNE AND SUSTAINED BY THE CONTRACTOR.

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL

PLATFORMS, NETS, SCREENS AND OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN

THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS AT ALL TIMES IN

CONFORMANCE WITH APPLICABLE OSHA REGULATIONS.

SELECT STRUCTURE FILL, ITEM 203.21, AND SUBBASE MATERIAL, ITEM 304.03

DOCUMENTS.

AND MATERIALS WHICH HE IS REQUIRED TO FURNISH IN ACCORDANCE WITH THE CONTRACT

CONTRACTOR BECAUSE OF THE CONTRACTOR'S FAILURE TO INCLUDE IN HIS BID ALL ITEMS

TO BE DONE UNDER THIS CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE

THE FIELD CONDITIONS AND TO JUDGE FOR HIMSELF THE EXTENT AND NATURE OF THE WORK

THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING, TO FAMILIARIZE HIMSELF WITH

SUBSTRUCTURE NOTES

GENERAL NOTES

PAYMENT LINE. SHEETING OR OTHER MEANS SHALL NOT BE USED TO SEPARATE

THE TWO MATERIALS.

(EPOXY COATED). ALL ELEVATIONS SHOWN ON PLANS ARE BASED ON LOCAL DATUM.

THE LUMP SUM PRICE BID FOR THE VARIOUS ITEMS OF THE CONTRACT.

SUPERSTRUCTURE NOTES

OF THE CONTRACTOR AS DIRECTED BY THE ENGINEER. NO TREE REMOVAL IS SCHEDULED.

ANY DAMAGE CAUSED TO THIS NATURAL GROWTH SHALL BE RESTORED AT THE EXPENSE

WITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION AND NOT SCHEDULED FOR REMOVAL.

CARE SHALL BE TAKEN TO RETAIN NATURAL GROWTH AND PREVENT DAMAGE TO TREES

IN EFFECT AS OF JANUARY 2024.

THE BEAMS FOR THIS BRIDGE REQUIRE CAMBER.

THE STRUCTURAL STEEL FOR THIS BRIDGE SHALL BE HOT DIPPED GALVANIZED.

CONSTRUCTION AND MATERIALS, NYSDOT OFFICE OF ENGINEERING, DATED MAY 1,

2024 WITH CURRENT ADDITIONS AND MODIFICATIONS.

EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED.

IF THE ENGINEER DETERMINES THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING

NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL.

DROP WASTE CONCRETE, DEBRIS OR OTHER MATERIAL BELOW THE BRIDGE. PLATFORMS,

DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO

QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK

HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE

BE ACCURATELY DETERMINED PRIOR TO COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS

RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT ALWAYS

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF

SHALL BE REMOVED AND THE AREA RESTORED AT THE COMPLETION OF THE WORK.

AND MAINTAIN WATER RIGHTS TO SUSTAIN FISH LIFE. THESE TEMPORARY MEASURES

FROM A STREAM, HE SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM TO PROTECT

POLLUTED WITH SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF HE USES WATER

PURPOSES OR OTHER SIMILAR OPERATIONS WHICH COULD CAUSE THIS WATER TO BECOME

IMMEDIATELY FLOWING INTO A STREAM, ANY WATER WHICH HAS BEEN USED FOR WASH

BE PROHIBITED. HE SHALL NOT RETURN DIRECTLY TO A LAKE, OR TO A DITCH

THE MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAM SHALL

TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT OR OTHER FOREIGN MATERIAL.

SATISFACTION OF THE ENGINEER TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE

STREAM CONSERVATION: THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS TO THE

SHALL BE INCLUDED IN THE LUMP SUM BID PRICE FOR THE COFFERDAM ITEM.

COST OF DEWATERING THE ENTIRE EXCAVATION, REGARDLESS OF THE SOURCE OF WATER,

WHERE A COFFERDAM IS USED COMPLETELY OR PARTIALLY AROUND AN EXCAVATION, THE

THE COUNTY.

OF COMPLIANCE OR NON-COMPLIANCE OF THE SPECIFICATION TO THE CONTRACTOR AND

REPORT DESCRIBING THE TESTS PERFORMED, THE RESULTS OF SUCH TESTS, AND A STATEMENT

ASTM, AND NYSDOT STANDARDS. THE TESTING LABORATORY SHALL SUBMIT A WRITTEN

APPROVED IN ADVANCE BY THE COUNTY. TESTING SHALL CONFORM TO THE APPLICABLE

TESTING OF MATERIALS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF TESTING ALL MATERIALS.

ESTABLISHMENT), OF THE STANDARD SPECIFICATIONS

TOPSOILED, FERTILIZED, SEEDED AND MULCHED AS SPECIFIED UNDER SECTION 610 (TURF

ALL DISTURBED UNPAVED AREAS WITHIN THE DESIGNATED WORK LIMITS SHALL BE GRADED,

ADDITIONS AND MODIFICATIONS.

OF THE STANDARD SPECIFICATIONS DATED MAY 1, 2008 INCLUDING CURRENT

REQUIREMENTS OF SECTION 107, LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC,

PROTECTION OF THE PUBLIC: THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE

SHALL BE PLACED SIMULTANEOUSLY, IN CONTACT, ON BOTH SIDES OF THE VERTICAL

EMBANKMENT IN PLACE, ITEM 203.03 AND SELECT STRUCTURE FILL, ITEM 203.21,

OF THE NEW YORK STATE STEEL CONSTRUCTION MANUAL (SCM).

ALL PHASES OF ERECTION AND CONSTRUCTION, AS PROVIDED FOR IN PARAGRAPH 204.2

THE CONTRACTOR SHALL PROVIDE FOR THE STABILITY OF STRUCTURAL STEEL DURING

GENERAL NOTES

SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR THE PROJECT.

INDICATED BY ITEM NUMBER. THE COST OF WORK FOR WHICH NO PAYMENT IS INDICATED

SPECIFICATIONS OR UNDER THE HEADING GENERAL NOTES UNLESS PAYMENT IS SPECIFICALLY

NO PAYMENT WILL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS, IN THE

SEEDED IN A MANNER APPROVED BY THE ENGINEER.

SATISFACTION OF THE ENGINEER. ALL THE DISTURBED AREAS SHALL BE GRADED AND

PERFORMED UNDER THIS CONTRACT, SHALL BE RESTORED AS SPECIFIED AND TO THE

SHOULDER AREAS DISTURBED BY THE CONTRACTOR AS PART OF THE WORK TO BE

BID FOR THE CONTRACT.

UNAUTHORIZED ENTRY. THE COST OF THIS WORK IS TO BE INCLUDED IN THE LUMP SUM PRICE

REGULATIONS, TO THE SATISFACTION OF THE ENGINEER, TO PROTECT THE PUBLIC AND PREVENT

ALL WORK AREAS AT THE STRUCTURE SHALL BE COMPLETELY FENCED, CONFORMING WITH OSHA

SHALL BE INCLUDED IN THE LUMP SUM BID.

OF, THE COST OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT DISPOSAL AREA

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED

EXPENSE OF THE CONTRACTOR

SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE

IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, THE DAMAGED MATERIALS

NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN

ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, WILL

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH

BASELINE DIMENSIONS AND BENCH MARK DATA.

THE PROPOSED ROADWAY AND BRIDGE ARE SHOWN IN THESE PLANS COMPLETE WITH

SURVEY AND STAKEOUT: THE CONTRACTOR IS RESPONSIBLE ALL SURVEY AND STAKEOUT.

STANDARD SPECIFICATIONS. NO PAYMENT WILL BE MADE FOR INDIVIDUAL ITEMS.

NUMBERS ARE FOR REFERENCE ONLY TO THE MAY 1, 2024 MATERIAL AND CONSTRUCTION

THIS PROJECT SHALL BE BID BASED ON A SINGLE LUMP SUM PRICE. ALL NYSDOT ITEM

DESCRIBED IN THE CURRENT EDITION OF THE "ASSHTO MANUAL FOR BRIDGE MAINTENANCE".

BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AND

THIS BRIDGE IS TO BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES ESTABLISHED

WITH ITEM 203.21 - SELECT STRUCTURE FILL. NO SEPARATE PAYMENT TO BE MADE.

THE COST OF WATER USED FOR COMPACTION OF SELECT FILL ITEMS SHALL BE IN ACCORDANCE

ISSUED FOR THE PROJECT.

THIS PERMIT. DE-WATERING SHALL BE IN ACCORDANCE WITH THE ENVIRONMENTAL PERMITS

PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE CONDITIONS OF

COPY OF THE ARTICLE 15 PROTECTION OF WATERS PERMIT, ISSUED BY NYSDEC FOR THIS

POTENTIAL TO IMPACT WATER QUALITY, THE CONTRACTOR SHALL PROMINENTLY DISPLAY A

PRIOR TO THE INSTALLATION OF COFFERDAMS, OR THE BEGINNING OF ANY WORK WITH THE

EXISTING SUPERSTRUCTURE SHALL BE REMOVED UNDER ITEM 202.12.

EXISTING SUBSTRUCTURE SHALL BE REMOVED UNDER ITEM 202.19.

OR EQUIVALENT UNLESS OTHERWISE NOTED.

ALL STRUCTURAL STEEL FOR THIS STRUCTURE SHALL BE ASTM A572 GRADE 50

EXISTING BEAMS TO BECOME THE PROPERTY OF THE CONTRACTOR.

SHEETING NOTES

BELOW THE STREAM BED INTO GLACIAL TILL. SEE NOTES ON AB-1

THE ABUTMENT SHALL BE DRIVEN TO PRACTICAL REFUSAL ESTIMATED TO BE 40 FEET

MATERIAL CONFORMS TO THE REQUIREMENTS OF THE STEEL SPECIFIED. SHEETING FOR

STATEMENT BY A QUALIFIED MILL REPRESENTATIVE TO THE EFFECT THAT THE SUBJECT

COPIES OF PHYSICAL AND CHEMICAL TEST RESULTS WHICH SHALL INCLUDE A SWORN

STEEL MAY BE USED. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER, CERTIFIED

SHALL NOT HAVE A SECTION MODULUS LESS THAN THAT SHOWN ON THE PLANS. STOCK

REQUIREMENTS OF ASTM A36 UNLESS OTHERWISE INDICATED ON THE PLANS. THE SHEETING

THE PLANS. WALING AND BRACING SHALL BE NEW AND UNUSED CONFORMING TO THE

CONFORMING TO THE REQUIREMENTS OF ASTM A328M UNLESS OTHERWISE INDICATED ON

STEEL SHEET PILING FOR THE ABUTMENTS AND WINGWALLS SHALL BE NEW AND UNUSED