index on sheet nos....addison county, vt contract no. d261458 lake ontario long island sound 8 6 9 4...

1

STATE

N.Y.

SHEET NO.

1

RECOMMENDED BY RECOMMENDED BY RECOMMENDED BY

REGIONAL DESIGN ENGINEER DATE REGIONAL CONSTRUCTION ENGINEER DATE DATE

CONTRACTOR’S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

FISCAL SHARE COST(S)

REGIONAL TRANSPORTATION MAINTENANCE ENGINEER DATE

FEDERAL AID

PROJECT NO.

CAPITAL PROJECT

IDENTIFICATION NO.

REGIONAL DIRECTOR DATE

APPROVED BY

REGIONAL TRAFFIC ENGINEER

JO

B M

AN

AG

ER

DE

SIG

NE

D B

Y

31

-JA

N-2

01

0 1

8:3

9

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PROJECT LOCATION

EX C E L S I O R

DE

SIG

N S

UP

ER

VIS

OR

FED. ROAD REG. NO.

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE

DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT,

OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF

A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE

ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION

"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION.

LAKE CHAMPLAIN BRIDGE OVER LAKE CHAMPLAIN

BRIDGE REPLACEMENT

SHEETS XX ESSEX COUNTY, NY

ADDISON COUNTY, VT

CONTRACT NO. D261458

LAKE ONTARIO

LONG ISLAND SOUND 8

9

10

6

4

5

7

2

13SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC O

CEAN

CONN.

L

O

N

G

I

S

L

A

N

D

S

T

A

T

E

O

F

N

E

W

Y

O

R

K

MAP OF THESHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

VE

RM

ON

T

11

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

R

E

G

I

O

N

S

&

L

O

C

A

T

I

O

N

S

O

F

R

E

G

I

O

N

A

L

O

F

F

I

C

E

S

OF TRANSPORTATION

CA

NA

DA

CANADA

CANADA

PEN

N

CO

NN

MA

SS

NYS DEPARTMENT

PROGRESS PRINT

LAKE CHAMPLAIN

BRIDGE

APPROVED BY

WORK SITE

D261458

D261458D261458

DATED FEB. 1, 2010

S.H. 9527

COUNTY: ESSEX, NY AND ADDISON, VT

LAKE CHAMPLAIN BRIDGE REPLACEMENT

TOTAL SHEETS

XXX

INDEX ON SHEET NOS. 2 TO 5

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE DEPARTMENT, WHICH

ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE IN

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT

TO THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT

DOCUMENTS.

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY

AND IN CONFORMITY WITH THE STANDARD SPECIFICATIONS (ENGLISH UNITS)

OF MAY 1, 2008, EXCEPT AS MODIFIED ON THESE PLANS AND IN THE

ITEMIZED PROPOSAL.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON --/--/2010

THE PROJECT CONSISTS OF LAKE CHAMPLAIN BRIDGE

REPLACEMENT AND APPROACH ROADWAY IMPROVEMENTS

NTS

NTS

H.C.L.

2.0%

TGL & POR

2.0%

1

5’-0"

SHOULDER

11’-0"

TRAVEL LANE

11’-0"

TRAVEL LANE

5’-0"

SHOULDER

2.0%

H.C.L.

TGL & POR

2.0%2.0%

11’-0"

TRAVEL LANE

5’-0"

SHOULDER

5’-0"

SIDEWALK

11’-0"

TRAVEL LANE

5’-0"

SHOULDER

5’-0"

SIDEWALK

5’-0"

SIDEWALK

5’-0"

SIDEWALK

2.0%

2.0%

2.0%2.0%

PEDESTRIAN

RAILING (TYP)

GRANITE CURB (TYP)

PEDESTRIAN

RAILING (TYP)

VARIES

(1 ON 2 MAX)

1

VARIES

(1 ON 1.5 MAX)

UNDERDRAIN (TYP)

ORIGINAL GROUND

(TYP)

ORIGINAL GROUND

(TYP)

GRANITE CURB (TYP)

EDGE DRAIN (TYP)

10"

10"

vTYPICAL NEW YORK APPROACH SECTIONv

vTYPICAL VERMONT APPROACH SECTIONv

2’-0"

2’-0"2’-0"

MAINT.

2’-0"

MAINT.

2’-0"

MAINT.

2’-0"

MAINT.

2" - BINDER COURSE

5" - BASE COURSE

12" - SUBBASE COURSE

4" - CONCRETE SIDEWALK (TYP)

6" - SUBBASE COURSE (TYP)

2" - ASPHALT COURSE (TYP)

6" - SUBBASE COURSE (TYP)

5" - CONCRETE SIDEWALK (TYP)

3 1/4 " - INTERMEDIATE COURSE

3 1/4 " - BASE COURSE

STRIP STRIP

6" REVEAL

7" REVEAL

STRIP STRIP

2" - SHOULDER BACKUP

MATERIAL (TYP)

BOX BEAM GUARDRAIL (TYP)

1 1/2 " - TOP COURSE

BOX BEAM GUIDERAIL (TYP)

24" - SUBBASE COURSE

SUBGRADE

12" - SAND BORROW

PROGRESS PRINTDATED FEB. 1, 2010

2.0% 2.0% 2.0%

1 1/2 " - SURFACE COURSE

PRECAST MODULAR

RETAINING WALL (TYP)

PRECAST MODULAR

RETAINING WALL (TYP)

4" - TOPSOIL AND

SEED (TYP)

4" - TOPSOIL AND

SEED (TYP)

OF

TYPICAL SECTIONTYP-1

REINFORCED

SLOPE PROTECTION

11" (TYP)

11" (TYP)

EMBANKMENT IN

PLACE (TYP)

EMBANKMENT IN

PLACE (TYP)

12" (TYP)

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 1DOCUMENT NAME:

BRIDGES CULVERTSAS BUILT REVISIONS

DESCRIPTION OF WORK:

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

PIN

PS&E DATE

NOTE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,

LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"

FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

1805.81

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DRAWING NO.

SHEET NO. X

Main: (518) 453-4500

III Winners Circle, PO Box 5269 Albany, NY 12205-0269

www.chacompanies.com

NYS ROUTE 185VT ROUTE 17

ESSEX COUNTY, NY / ADDISON COUNTY, VT

NYS ROUTE 185, SH 9527

D261458LAKE CHAMPLAIN BRIDGE REPLACEMENT

JOB

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ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


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HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBSTSTST

SCALE

0 20 FT20

=

R=

L=

T=

STA.

STA. 102+11.75

66n-00’-44.0"

465.21

825.16

716.20

CURVE 1

=

=

P.C.

P.T.

=maxe

7.0%

93+86.59

FORT ST. FREDERIC


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ON:

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CONTRACT NUMBER




COUNTY:


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ApApApApApHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

RIM=130.33

PIPE ENCLOSED

TO HSE SUMP=124.1

1 STY

W/F

HSE

RIM=129.50

PUMPING

APPARTUS

LP

185 1201

1038LP

LP

LP

LP

STSTSTSTSTST

STA 100+00.00

5’-0"

5’-0"

BEGIN SIDEWALK

STA 101+73.00 LT

5’ PROPOSED CONCRETE

SIDEWALK

5’ PROPOSED CONCRETE

SIDEWALK

POTENTIAL "PATH" TBD

(LOCATION AND LIMIT)

POTENTIAL "PATH" TBD

(LOCATION AND LIMIT)

END RESURFACING

BEGIN LANE TAPER

BEGIN RECONSTRUCTION

BEGIN CURB, LT & RT

BEGIN SHOULDER TAPER

BEGIN SIDEWALK

STA 101+15.00 RT

1’-0"

2’-0"

BEGIN MAINTENANCE

STRIP TAPER

STA 104+50.00

STA 104+70.00

END MAINTENANCE

STRIP TAPER

HIGH SIDE

SHOULDER BREAK

PRECAST MODULAR

WALL C (SEE DWG. X-X)

PRECAST MODULAR

WALL B (SEE DWG. X-X)

STSTSTSTSTSTSTSTSTST

FORT ST. FREDERIC


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ON:

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ON:

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CONTRACT NUMBER




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ApApApApHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

GP-4

OF

SCALE

0 20 FT20

NYS ROUTE 185

LAKE CHAMPLAIN

GENERAL PLAN

STA 110+50.00 TO STA 115+75.00

JOB

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BY

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ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

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HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

11’-0"

11’-0"

5’-0"

5’-0"

11’-0"

11’-0"

5’-0"

5’-0"

c PIER 3

STA 112+40.00

c PIER 4

STA 114+90.00

SCALE

0 20 FT20

GP-5

OF

VT ROUTE 17NYS ROUTE 185

LAKE CHAMPLAIN

GENERAL PLAN

STA 115+75.00 TO STA 121+25.00

JOB

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BY

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UP

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BY

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





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HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

11’-0"

11’-0"

5’-0"

5’-0"

11’-0"

11’-0"

5’-0"

5’-0"

c CHANNEL

STA 117+30.00

c PIER 5

STA 119+70.00

TEMPORARY CAUSEWAY

(BY OTHERS)

HBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

SCALE

0 20 FT20

GP-6

OF

VT ROUTE 17

LAKE CHAMPLAIN

GENERAL PLAN

STA 121+25.00 TO STA 126+75.00

JOB

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ON:

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ON:

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CONTRACT NUMBER




COUNTY:


PIN

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Main: (518) 453-4500







2 STY

W/F

HOUSE

11’-0"

11’-0"

5’-0"

5’-0"

11’-0"

11’-0"

c PIER 6

STA 122+20.00

c PIER 7

STA 124+60.00

5’-0"

5’-0"

TEMPORARY CAUSEWAY

(BY OTHERS)

HBHBHBHBHBHBHBHBHBHBHBHBHBHBHB

=

R=

L=

T=

STA.

STA.

59n-16’-32.2"

147.93

268.98

260.00

CURVE 2

=

=

P.C.

P.T.

=maxe

7.8%

129+38.32

132+07.31 PROGRESS PRINTDATED FEB. 1, 2010

JOB

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CONTRACT NUMBER




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TRANSFORMER

PAD

1 STY

GARAGE

RIM=126.44

SUMP=120.7RIM=125.27

RIM=123.52

SUMP=120.7

RIM=121.50

INV=118.4

SHED

1 1/2 STORY

WOOD FRAMETRANSFORMER

INV=117.3

SUMP=117.7

IN/OUT

RECESSED

RIM=124.35

GMPC 106

013762

LP

2 STY

W/F

HOUSE

LP

STSTST

TREE COVER

LAWN AREA

EXISTING BITUMINOUS CONCRETE

PAVEMENT PARKING AREA TO BE

REMOVED

+00

5’ PROPOSED

CONCRETE SIDEWALK

5’ PROPOSED

CONCRETE SIDEWALK

6 FT HIGH CHAIN

LINK FENCE

+50

PRECAST MODULAR

WALL A (SEE DWG. X-X)

REINFORCED SLOPE

PROTECTION

HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBppppppHBHBHBSTSTSTSTSTSTSTSTST

SCALE

0 20 FT20

GP-8

OF

=

R=

L=

T=

STA.

STA.

59n-16’-32.2"

147.93

268.98

260.00

CURVE 2

=

=

P.C.

P.T.

=maxe

7.8%

129+38.32

132+07.31

=

R=

L=

T=

STA.

STA. 135+41.65

12n-04’-54.6"

63.50

126.52

600.00

CURVE 3

=

=

P.C.

=maxe

N/A

134+15.13

P.C.C.

=

R=

L=

T=

STA.

STA. 139+01.51

52n-52’-03.9"

193.89

359.86

390.00

CURVE 4

=

=P.T.

=maxe

N/A

135+41.65P.C.C.

=

R=

L=

T=

STA.

STA. V 3+56.50

36n-39’-15.9"

66.25

127.95

200.00

=

=

P.C.

P.T.

=maxe

N/A

CURVE V1

V 2+28.55


FERRY PARKING

GENERAL PLAN

STA 131+75.00 TO STA 137+75.00

STA V 2+00.00 TO STA V 3+95.07

JOB

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ON:

ALTERED BY:

ON:

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CONTRACT NUMBER




COUNTY:


PIN

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Main: (518) 453-4500







STSTST

2" - 8"

HARDWOODS

GMP 1063761

CTC 4100 26K

BM 2 RR SPIKE

EL.= 122.28’

GRAVEL DRIVE

12" CHERRY

30" ASH

INV=118.8

INV=118.9

IRON

PIPE

16" TWIN

ASH

BRUSH

GMP 104 30

CTC 00S

NO #’S

GUY POLE

ASH CLUMP

CONC

PAD

GMP 104

101

15"

ASH

BRUSH

GRAVEL PARKING

AREA

STST

TREE COVER

11’-0"

11’-0"

5’-0"

5’-0"

STA 132+75.00

STA 132+25.00

END SHOULDER TAPER

VT ROUTE 17

STA 136+37.10 =

END VT ROUTE 125

STA V 3+95.07

END CURB LT & RT

BEGIN SHOULDER TAPER

STA 133+50.00

END RECONSTRUCTION

MATCH EXISTING

HBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBppppppHBHBHBHBHBHBHBHB

STATE OF VERMONT

HWY. EASE.

3 RODSSTATE OF VERMONT

HWY. EASE. V26 P342

40’ 1929

STATE OF VERMONT

AGENCY OF NATURAL RESOURCES

DEPT. OF FORESTS, PARKS &

RECREATION

STATE OF VERMONT

HWY. EASE.

3 RODS

CLOUTIER,

LISA A.

HBHBHB

COTTONWOOD ON

LAKE CHAMPLAIN, LLC

(FRANKLIN, DANA G.

& LORRAINE A.)

COTTONWOOD ON

LAKE CHAMPLAIN, LLC

(FRANKLIN, DANA G.

& LORRAINE A.)

ST

110

115

120

125

130

135

140

110

115

120

125

130

135

140

LEVEL

-2.00%

GPR-1

OF

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 9

9+

50, S

EE

DW

G G

PR

-2

145

NEW YORK ROUTE 185/VERMONT ROUTE 17


(MA

TC

H E

XIS

TIN

G)

PROFILE

STA 95+00.00 TO STA 99+50.00

PVI STA 95+00.00

ELEV = 137.88

PROPOSED GRADE

ORIGINAL GROUND

BEGIN RESURFACING

MATCH EXISTING

-1.47%

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

80581_cph_pro

_01.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_01.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







95+00 96+00 97+00 98+00 99+00

13

8.2

2

137.

72

137.

04

136.3

0

135.

56

134.8

2

134.

05

133.

13

132.4

2

131.

53

130.

76

137.8

8

137.1

5

136.4

1

135.6

8

134.9

4

134.2

1

133.4

7

132.7

4

132.0

0

131.2

7

LT EOP (e = +7.0%)

RT EOP (e = -7.0%)

TGL

110

115

120

125

130

135

140

110

115

120

125

130

135

140

LEVEL

-2.00%

GPR-2

OF

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 9

9+

50

, S

EE

DW

G G

PR

-1

MA

TC

H L

INE

ST

A 1

04+

50, S

EE

DW

G G

PR

-3



PROFILE

STA 99+50.00 TO STA 104+50.00

ORIGINAL GROUND

-0.30%

L = 140.00 FT.

G1 = -1.47%

G2 = -0.30%

STA 100+00.00

ELEV = 130.60

END RESURFACING

BEGIN RECONSTRUCTION

APPROXIMATE PRE-1928

ORIGINAL GROUNDP

VC

ST

A 9

9+

60

.00

EL

EV

= 1

31

.12

PV

I S

TA

10

0+

30

.00

EL

EV

= 1

30

.09

PV

T S

TA

10

1+

00

.00

EL

EV

= 1

29.8

8

PV

C S

TA

10

3+

80

.00

EL

EV

= 1

29.0

4

LO

W 1

04+

00.3

8

EL

EV

12

9.0

1

PROPOSED GRADE

-0.30% -1.47%

HSD = > 350 FT.

E = 0.20 FT.

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

80581_cph_pro

_02.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_02.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







100+00 101+00 102+00 103+00 104+00

130.

76

130.

14

129.

78

129.

43

129.

45

129.

71

130.

16

130.3

0

130.

47

130.3

5

129.

91

131.2

7

13

0.6

0

130.1

3

12

9.8

8

12

9.7

3

12

9.5

8

12

9.4

3

12

9.2

8

12

9.1

3

12

9.0

1

12

9.1

9

TGL +12.0

LT & RT EOP NORMAL CROWN

(e = -2.0%)

LT EOP (e = +7.0%) +68.0

+55.0

RT EOP (e = -7.0%)+68.0

+71.9

PT

CU

RV

E 1

ST

A 1

02

+1

1.7

5

120

125

130

135

140

120

125

130

135

140

145

150

155

160

GPR-3

OF

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

LEVEL

-2.00%

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 1

04

+5

0,

SE

E D

WG

GP

R-2

MA

TC

H L

INE

ST

A 1

10

+0

0,

SE

E D

WG

GP

R-4



PROFILE

STA 104+50.00 TO STA 110+00.00

ORIGINAL GROUND

STA 105+00.00

ELEV = 131.69

L = 360.00 FT.

G1 = -0.30%

G2 = 5.00%

c PIER 1

STA 107+40.00

+5.00%

c PIER 2

STA 109+90.00

c BRIDGE,

SOUTH ABUTMENTFORMER BRIDGE DECK

PV

I S

TA

105+

60.0

0

EL

EV

= 1

28.5

0

PV

T S

TA

10

7+

40

.00

EL

EV

= 1

37

.50

PROPOSED GRADE

+5.00%

-0.30%

E = 2.38 FT.

HSD = 322 FT.

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

80581_cph_pro

_03.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_03.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







105+00 106+00 107+00 108+00 109+00 110+00

129.

91

131.

45

110.

05

102.

58

12

9.1

9

12

9.7

4

13

0.6

6

131.9

4

13

3.6

0

135.6

2

138.0

0

140.5

0

143.0

0

145.5

0

148.0

0

150.5

0

TGL


(e = -2.0%)

175

180

185

190

170

165

160

155

150

145

140

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

GPR-4

OF

LEVEL

-2.00%

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 1

10

+0

0,

SE

E D

WG

GP

R-3

MA

TC

H L

INE

ST

A 1

15+

50,

SE

E D

WG

GP

R-5



PROFILE

STA 110+00.00 TO STA 115+50.00

+5.00%

c PIER 3

STA 112+40.00

c PIER 4

STA 114+90.00

FORMER BRIDGE DECK

PV

C S

TA

11

4+

90

.00

EL

EV

= 1

75.0

0

PROPOSED GRADE

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

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_04.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_04.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







110+00 111+00 112+00 113+00 114+00 115+00

150.5

0

15

3.0

0

155.5

0

158.0

0

160.5

0

16

3.0

0

16

5.5

0

168.0

0

170.5

0

173.0

0

17

5.4

9

17

7.6

2

TGL


(e = -2.0%)

175

180

185

190

170

165

160

155

150

195

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

GPR-5

OF

LEVEL

-2.00%

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 1

15+

50, S

EE

DW

G G

PR

-4

MA

TC

H L

INE

ST

A 1

21

+0

0,

SE

E D

WG

GP

R-6



PROFILE

STA 115+50.00 TO STA 121+00.00

L = 480.00 FT.

G1 = 5.00%

G2 = -5.00%

+5.00%

STA 115+80.00 STA 118+80.00

SSD = 321 FT.

c PIER 5

STA 119+70.00

300 FT

NAVIGATION CHANNEL

75 FT MIN VERTICAL

CLEARANCE WITHIN

NAVIGATIONAL CHANNEL

MEAN HIGH WATER

ELEV 98.0

FORMER

BRIDGE DECK

PV

I S

TA

11

7+

30

.00

EL

EV

= 1

87

.00

PV

T S

TA

11

9+

70

.00

EL

EV

= 1

75.0

0

-5.00%

PROPOSED GRADE

-5.00%

E = -6.00 FT.

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

80581_cph_pro

_05.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_05.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







116+00 117+00 118+00 119+00 120+00 121+00

17

7.6

2

17

9.2

4

180.3

3

18

0.9

1

180.9

6

18

0.4

9

179.5

0

17

7.9

9

175.9

6

17

3.5

0

171.0

0

168.5

0

TGL


(e = -2.0%)

175

170

165

160

155

150

145

140

135

130

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

GPR-6

OF

LEVEL

-2.00%

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 1

21

+0

0,

SE

E D

WG

GP

R-5

MA

TC

H L

INE

ST

A 1

26+

50, S

EE

DW

G G

PR

-7



PROFILE

STA 121+00.00 TO STA 126+50.00

-5.00%

c PIER 6

STA 122+20.00

c PIER 7

STA 124+60.00

PROPOSED GRADE

FORMER

BRIDGE DECK

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20

33

0\d

01

28

32

3\1

80

58

1_

cp

h_

pro

_0

6.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_06.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







121+00 122+00 123+00 124+00 125+00 126+00

99

.55

103.

71

109.

15

112.

35

119.

97

123.4

3

168.5

0

16

6.0

0

16

3.5

0

161.0

0

158.5

0

156.0

0

15

3.5

0

151.0

0

148.5

0

146.0

0

14

3.5

0

141.0

0

TGL


(e = -2.0%)

145

140

135

130

125

120

115

110

GPR-7

OF

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

LEVEL

-2.00%

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 1

26

+5

0,

SE

E D

WG

GP

R-6

MA

TC

H L

INE

ST

A 1

32+

00, S

EE

DW

G G

PR

-8

NEW YORK ROUTE 185/VERMONT ROUTE 17 PROGRESS PRINT

DATED FEB. 1, 2010

PROFILE

STA 126+50.00 TO STA 132+00.00

STA 127+00.00

ELEV = 138.50

PROPOSED

GRADE

c BRIDGE,

NORTH ABUTMENT

APPROXIMATE PRE-1928

ORIGINAL GROUND

L = 330.00 FT.

G1 = -5.00%

G2 = 0.30%

PV

C S

TA

12

8+

55

.00

EL

EV

= 1

30

.75

PV

I S

TA

13

0+

20

.00

EL

EV

= 1

22.5

0

LO

W 1

31+

66.5

6

EL

EV

12

2.9

6

PV

T S

TA

131+

85.0

0

EL

EV

= 1

22.9

9

ORIGINAL

GROUND

-5.00%

+0.30%

-5.00%

SSD = 301 FT.

E = 2.18 FT.

FORMER

BRIDGE DECK

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

80581_cph_pro

_07.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_07.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







127+00 128+00 129+00 130+00 131+00 132+00

123.4

3

138.

31

135.

54

133.2

3

130.

60

128.

08

126.5

3

125.

65

124.

66

123.6

0

123.2

4

123.

46

141.0

0

13

8.5

0

13

6.0

0

13

3.5

0

131.0

0

12

8.6

6

12

6.7

2

12

5.1

9

12

4.0

5

123.3

2

12

2.9

8

123.0

3

TGL


(e = -2.0%)

PC

CU

RV

E 2

(R =

260.0

0)

ST

A 1

29

+3

8.3

2

+02.0

+38.5

+80.5 +65.0

+75.0

LT EOP (e = +7.8%)

+80.5

RT EOP (e = -7.8%)

+65.0

TGL

140

135

130

125

120

115

110

GPR-8

OF

4

20 40 FT

HORIZONTAL SCALE

VE

RT

ICA

L S

CA

LE

8 FT

LEVEL

-2.00%

-4.00%

-6.00%

-8.00%

+8.00%

+6.00%

+4.00%

+2.00%

MA

TC

H L

INE

ST

A 1

32+

00, S

EE

DW

G G

PR

-7



PROFILE

STA 132+00.00 TO STA 137+00.00

(MA

TC

H E

XIS

TIN

G)

PROPOSED GRADE

ORIGINAL GROUND

+0.30%

END RECONSTRUCTION

MATCH EXISTING

PVI STA 133+50.00

ELEV = 123.48

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

DE

SIG

N S

UP

ER

VIS

OR

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER




COUNTY:


PIN

PS&E DATE





1805.81

BIN 5521180

FIL

E N

AM

E =

u:\

20330\d

0128323\1

80581_cph_pro

_08.d

gn

1/3

1/2

010

30

06

US

ER

=

DA

TE

/TIM

E =

u:\20330\d0128323\180581_cph_pro_08.dgn

DRAWING NO.

SHEET NO. X

Main: (518) 453-4500







132+00 133+00 134+00 135+00 136+00 137+00

123.

46

123.5

4

123.

49

123.

48

123.

47

123.4

2

123.

31

123.

13

122.

99

122.

84

122.

72

123.0

3

123.1

8

123.3

3

123.4

8

132+00 133+00 134+00 135+00 136+00 137+00

PT

CU

RV

E 2

ST

A 1

32+

07.3

1

+07.0

+70.6 +43.4

TGL

RT EOP (e = -2.0%)

LT EOP

LT & RT EOP

NORMAL CROWN

(e = -2.0%)

WATERS EDGE

WATERS EDGE

WA

TE

RS

ED

GE

WATERS EDGE

W

A

T

E

R

S

E

D

G

E

W

A

T

E

R

S

E

D

G

E

W

A

T

E

R

S

E

D

G

E

WA

TERS EDG

E

WATERS EDGE

WA

TE

RS

ED

GE

WA

TE

RS

ED

GE

WATERS E

DGE WATERS EDGE

WATERS EDGE

WA

TERS E

DG

E

WATERS E

DGE

ROUTE 185

ROUTE 185

ROUTE 17

15" C

MP

GRAVEL DRIVE

GR

AV

EL

DR

IVE

SH

ED

GR

AV

EL

DR

IVE

LA

KE

CH

AM

PLA

IN

LA

KE

CH

AM

PL

AIN

LA

KE

CH

AM

PLA

IN

WOOD DOCK

28" C

OT

TO

NW

OO

D

20" P

INE

14" A

SH

10" A

SH

14" ASH

12" OAK

18" ASH

12" ASH

WELL

WV

ASPH

ALT D

IRV

EWA

Y

AG

RIC

ULTU

RA

L

FIE

LD

AG

RIC

UL

TU

RA

L

FIE

LD

16" T

WIN

AS

H

WO

OD

RA

IL

WO

OD

RA

IL

1 1

/2 S

TO

RY

WO

OD

FR

AM

E

ARCH

EOLO

GIC

AL

DIG

SIT

E

11-1

2-09

CO

NC

RE

MA

INS

GR

AV

EL

AR

EA

CO

NC

PA

D

(2) 2

8" C

OT

TO

NW

OO

D

TR

EE

S 24"

ST

UM

P

14" T

WIN

AS

H

24" T

WIN

MA

PL

E24" T

WIN

AS

H

24" TRIPLEASH

16" TRIPLEASH

12" TWINASH

10" T

RIP

LE

AS

H

12" T

WIN

AS

H

WA

TE

R

SP

IGO

T

NYP

1 BM

3 R

R S

PIK

E

EL

.= 1

01.2

0’

(TY

P.)

TEST P

IT

PARK

ING

AREA

FOUNDATION

REMAIN

S

APPR

OX

IMA

TE W

AST

E W

ATER

SYST

EM

12

34

UE

12" CPEP

UE

UE

UE

1 21

12

UE

UE

GR

AV

EL

AC

CE

SS

RO

AD

18" CMP

E

RFM

E

E

E

E

S

LP

WHITE LINE

WHITE LINE

B

O

X

B

E

A

M

G

U

I

D

E

R

A

I

L

BOX BEAM

GUIDE RAILLP

LPL

P

LP

WHITE LINE

W

H

I

T

E

L

I

N

E

LP

WHITE LINE

WHITE LINE

L

P

WH

ITE L

INE

WH

ITE L

INE

INV

=117.3

INV

=118.4

RIM

=121.50

TR

AN

SFOR

ME

R

G

R

A

V

E

L

D

R

I

V

E

R

I

M

=

1

2

3

.

5

2

INV=121.1SUMP=120.7

18"

CM

P

RIM=125.27SUMP=120.7

R

I

M

=

1

2

6

.

4

4

INV=114.1

I

N

V

=

1

1

4

.

3

12" V.C.P.

R

I

M

=

1

2

4

.

3

5

S

U

M

P

=

1

1

7

.

7

IN/OUT

R

E

C

E

S

S

E

D

GM

PC

106

013762

B

O

X

B

E

A

M

G

U

I

D

E

R

A

I

L

B

O

X

B

E

A

M

G

U

I

D

E

R

A

I

L

"VERMONT"

C

H

A

I

N

A

N

D

P

O

S

T

F

E

N

C

E

C

H

A

I

N

A

N

D

P

O

S

T

F

E

N

C

E

1 STY

GARAGE

2 S

TY

W/F

HO

USE

RIM=128.19

CONC COVER

RIM=129.50PUMPING

A

P

P

A

R

T

U

S

WOOD STAIRS

P

I

P

E

E

N

C

L

O

S

E

D

TO HSE SUMP=124.1RIM=130.33

1 STY

W/F

HSE

RAMPW

O

O

D

R

A

I

L

F

E

N

C

E

G

R

A

N

I

T

E

C

U

R

B

G

R

A

N

I

T

E

C

U

R

B

G

R

A

N

I

T

E

C

U

R

B

1

8

5

1

2

0

1

1038

KIOSK

KIO

SK

METERS

RIM=128.74

INV=126.8

SUMP=126.2

12" H

DPE

18"

CM

P

INV=12

6.1

INV=125.9

18"

CM

P

INV=125.4

INV=124.8

ELE

MH’S

RIM=120.86

INV=118.4

ABANDONEDSHED

CONC

PAD

"SPEED

LIMIT

15 MPH"

TRANSFORMER

PAD

10" V.C

.P.

"

S

P

E

E

D

LIMIT

3

0

M

P

H

"

"

H

I

S

T

O

R

I

C

A

L

"

"CH

IMN

EY

PO

INT

"

"SPEEDLIMIT15 M

PH"

INV

=118

.9

INV

=118

.8

1

D261458

HNTB NY ENGINEERING &

ARCHITECTURE, P.C.XX/XX/XX

1805.81, 1807.70

ESSEX, NY AND ADDISON, VTXXX

\\N

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\

THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER

THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR

AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE

EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR.

5-52118-030% DATE

S.H. 9527

LAKE CHAMPLAIN BRIDGE REPLACEMENT OVER LAKE CHAMPLAIN

JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

3

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:



COUNTY:


PIN

FEB. 1, 2010

105+00 110+00 115+00 120+00 125+00 130+00

EDGE OF

DECK

EDGE OF

DECK

PGL AND b

c PROPOSED CHANNEL

AND c ARCH SPAN

STA. 117+30

c PIER 1

STA. 107+40

c PIER 2

STA. 109+90

c PIER 3

STA. 112+40

c PIER 4

STA. 114+90

c PIER 5

STA. 119+70

c PIER 6

STA. 122+20

c PIER 7

STA. 124+60

c BRGS. SOUTH ABUT.

STA. 105+00

c BRGS. NORTH ABUT.

STA. 127+00

56

’-8

"

PLAN

c EXIST. CHANNEL

11’-0" NB LANE

11’-0" SB LANE

47’-4"

47’-4"

CROWN POINT

NEW YORK

CHIMNEY POINT

VERMONT

730’-0" VERMONT APPROACH

240’-0"240’-0"250’-0"240’-0"

990’-0" NEW YORK APPROACH

240’-0" 250’-0" 250’-0" 250’-0" 240’-0"

LAKE CHAMPLAIN

TEMPORARY

CAUSEWAYTEMPORARY

CAUSEWAY

EB

B

FL

OW

ELEVATION

X OF

FEET

100 2000

SCALE1" = 100’-0"

50

PROGRESS PRINT

GENERAL PLAN AND ELEVATION

OHW EL. 98.0

MUD LINE

ROCK LINE

c BRGS. c BRGS.

SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 6 SPAN 7 SPAN 8

ARCH RIBCABLE HANGER

(TYP.)

c BRGS.

SOUTH ABUT.

c BRGS.

NORTH ABUT.

c PIER 7c PIER 6c PIER 5c PROPOSED CHANNEL

AND c ARCH SPAN

c PIER 4c PIER 3c PIER 2c PIER 1

75’-0" MIN.

VERTICAL

CLEARANCE X 300’-0"

CHANNEL WIDTH

SPAN 5

-5.0%+5.0%

240’-0" 250’-0" 250’-0" 250’-0" 240’-0" 240’-0"240’-0"250’-0"240’-0"

40’-0" 200’-0" 40’-0"200’-0"

EE

EF

F

E E

F

FE

E

TIE GIRDER

SPREAD FOOTING

ON ROCK

ABUTMENT ON

MICROPILES

ABUTMENT ON

MICROPILES

PT STA 102+11.75 PC STA 129+38.32

B6A

AZ 28%%d52’39.59"

6’-0"d DRILLED

SHAFT WITH 5’-6"

ROCK SOCKET (TYP.)

DATED FEB. 1, 2010

X OF

2 20 4 6 8 10

1/4" = 1’-0"SCALE FEET

PROGRESS PRINT

3’-6" HIG H

PEDESTRIA N

RAILING (TYP. )

47’-4"

10"

CROW N O F

ROADW A Y

PGL AND b

3’-8"

10’-0"

10’-0"

9�"

2% 2%

10"

BRIDGE RAILING

(TYP.)

SCUPPER

(TYP.)

3’-8"

10’-0"

10’-0"

2’-9"

(TY

P.)

2%

6"

(TY

P.)

2%

5’-0"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

EB LANE

5’-0"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

WB LANE

5"

(TYP.)

LEVELLEVEL

56’-8"

10"

2’-9"

(TY

P.)

CROW N O F

ROADW A Y

PGL AND b

3’-8"

12’-4"

12’-4"

10"

BRIDGE RAILING

TL-4 (TYP.)

2%

5" GRANITE BRUSH

CURB (TYP.)

2%

c ARCH RIB c ARCH RIB

1

6’-

6" M

IN. A

T

SH

OU

LD

ER

LIN

E

(TY

P.)

AT c ARCH

SPAN BRGS.

c TIE GIRDER AT

TOP OF WEB

9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

EB LANE

2%

3’-8"

12’-4"

12’-4"

9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

WB LANE

10"

6

"

(TY

P.)

3’-6" HIG H

PEDESTRIA N

RAILING (TYP. )

5"

(TYP.)

5’-0" MIN.

SIDEWALK

5’-0" MIN.

SIDEWALK

LEVEL

2

%

c BRG. c BRG.

END FLOORBEAM

BOX SECTION

LEVEL

21’-3" 7’-1"21’-3"7’-1"

TYPICAL APPROACH SPAN CROSS SECTION - SPANS 1-3, 7 AND 8

ARCH SPAN CROSS SECTION AT ARCH SPAN BEARINGS

TYPICAL CROSS SECTIONS

APPROACH SPANS 1, 2, 3,

4, 6, 7 AND 8

B7

3’-6" HIG H

PEDESTRIA N

RAILING (TYP. )

10"

CROW N O F

ROADW A Y

PGL AND b

9�"

2% 2%

10"

BRIDGE RAILING

(TYP.)

SCUPPER

(TYP.)

2’-9"

(TY

P.)

2%

6"

(TY

P.)

2

%

5"

(TYP.)

LEVELLEVEL

TYPICAL APPROACH SPAN CROSS SECTION - SPANS 4 AND 6

1’-10"

5’-0"

SHOULDER

11’-0"

WB LANE

VARIES, 47’-4" TO 56’-8"

VARIES, 5’-0"

TO 9’-8"

SIDEWALK

3’-8"

VARIES,

10’-0" TO 12’-4"

VARIES,

10’-0" TO 12’-4"

3’-8"

VARIES,

10’-0" TO 12’-4"

VARIES,

10’-0" TO 12’-4"

10"VARIES, 5’-0"

TO 9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

WB LANE

DATED FEB. 1, 2010

CAST-IN-

PLACE DECK

CAST-IN-

PLACE DECK

CAST-IN-

PLACE DECK

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

3

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PGL AND b

c PROPOSED CHANNEL

AND c ARCH SPAN

STA. 117+30

c PIER 2

STA. 109+90

c PIER 3

STA. 112+40

c PIER 4

STA. 114+90

c BRGS. SOUTH ABUT.

STA. 105+00

105+00

PROGRESS PRINT

X OF

PARTIAL FOUNDATION PLAN


MA

TC

H L

INE

ST

A. 110+

40

MA

TC

H L

INE

ST

A. 110+

40

c PIER 1

STA. 107+40

FOUNDATION LAYOUT PLAN

NEW YORK APPROACH

106+00 107+00 108+00 109+00110+00

111+00 113+00 114+00112+00

PGL AND b

0

1" = 20’-0"SCALE FEET

10 20 40

115+00

240’-0" 250’-0" 50’-0"

15’-0" 15’-0"

EXIST. PIER

(TYP.)EXIST. SOUTH

ABUT.

15’-0" 15’-0"

90n00’00"

(TYP.)

15’-0" 15’-0"

15’-0" 15’-0"

200’-0" 250’-0" 240’-0"

6’-0"

(TY

P.)

6’-0"

(TYP.)

6’-0"d DRILLED

SHAFT (TYP.)6’-0"

(TYP.)

6’-0"

(TY

P.)

6’-0"

(TY

P.)

6’-0"

(TYP.) 6’-0"

(TY

P.)

6’-0"

(TYP.)

ABUTMENT ON

MICROPILES

20’-0"

20’-0"

20’-0"

20’-0"

20’-0"

20’-0"

24’-0"

24’-0"

EXIST. c BRIDGE

B16

AZ 28%%d52’39.59"

AZ 28%%d52’39.59"

DATED FEB. 1, 2010

PIER 1 PIER 2

PIER 3 PIER 4

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

3

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PGL AND b

X OF


MA

TC

H L

INE

ST

A. 123+

40

c PROPOSED CHANNEL

AND c ARCH SPAN

STA. 117+30 c PIER 5

STA. 119+70


120+00

15’-0"15’-0"

120’-0"250’-0"240’-0"

6’-0"

(TY

P.)

6’-0"

(TYP.)

c PIER 6

STA. 122+20

121+00 122+00 123+00

15’-0"15’-0"

6’-0"

(TY

P.)

6’-0"

(TYP.)

6’-0"d DRILLED

SHAFT (TYP.)

PGL AND b

c PIER 7

STA. 124+60

15’-0"15’-0"

120’-0" 240’-0"

MA

TC

H L

INE

ST

A. 123+

40

124+00 125+00 126+00 127+00

c BRGS. NORTH ABUT.

STA. 127+00

PROGRESS PRINT

0

1" = 20’-0"SCALE FEET

10 20 40

90n00’00"

(TYP.)

EXIST. NORTH

ABUT.

EXIST. PIER

(TYP.)

ABUTMENT ON

MICROPILES

SPREAD FOOTING

ON ROCK

FOUNDATION LAYOUT PLAN

VERMONT APPROACH

24’-0"

24’-0"

20’-0"

20’-0"

20’-0"

20’-0"

EXIST. c BRIDGE

B17

AZ 28%%d52’39.59"

AZ 28%%d52’39.59"

DATED FEB. 1, 2010

PIER 5 PIER 6

PIER 7

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

3

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

XX OF

4’-6"1’-6"

SIDE VIEW

4 SPA. @ 6’-0" = 24’-0"1’-0" 3’-0" 4’-0"

8’-0"

2’-0"

2’-0"c BRGS.

19’-2�"

26’-0"

32’-0"

1’-6" 22’-2" 22’-2" 1’-6"

PGL AND b

1’-6"

6’-0"

8’-0"

47’-4"

PLAN

c BRGS.

A A

6’-

0"

(TY

P.)

2’-0"

EL. 104.70

22’-2" 22’-2"

47’-4"

9"9" 3 SPA. @ 6’-0" = 18’-0"2 @ 4’-11" = 9’-10"3 SPA. @ 6’-0" = 18’-0"

c BRIDGE

1’-6" 1’-6"

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

NOTES:

1.

2.

BEARING PAD ELEVATIONS MAY HAVE TO BE ADJUSTED

TO ACCOMMODATE THE ACTUAL BEARINGS FURNISHED. IT IS

RESPONSIBILITY OF CONTRACTOR TO COORDINATE ANY

CHANGES IN THE BEARINGS WHICH MAY AFFECT THE

PEDESTAL ELEVATIONS OR DIMENSIONS.

FOR PILE LAYOUT AND SECTIONS A-A AND B-B, SEE

SHEET NO. XX.

LEGEND:

INDICATES CONCRETE PLACEMENT NUMBERNO.

CONCRETE TABLE

PLACEMENTQUANTITY

[CY]ITEM NO.

1

2

3

4

5

4

EL. 106.70

2

1

3

2

3

1

5

ELEV. 106.70

ELEV. 104.70

4

ELEV. 121.70

ELEV. 130.22

ELEVATION

26’-0"

c GIRDER

(TYP.)

B

B

NEW YORK ABUTMENT DETAILS - 1 B18

DATED FEB. 1 2010

4"

(TYP.)

4"

(TYP.)

H.S. THREADED ROD

WITH DOUBLE CORROSION

PROTECTION (TYP.)

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31-J

AN

-2010 1

7:5

0

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

PROGRESS PRINT

LEGEND:

INDICATES MICROPILE INDICATES BATTERED MICROPILE

NOTES:

XXXXXXXXXXXX.1.

SECTION B-B

VA

RIE

S

47’-4"

1’-1"

48’-0"

45’-10" 1’-1"

7’-4"16’-4"16’-4"7’-4"

PGL AND b

SECTION A-A

ELEV. 121.70

ELEV. 130.22

ELEV. 106.70

ELEV. 104.70

NEW YORK ABUTMENT DETAILS - 2 B19

XX OF

01 1 2 3 4 5


01 1 2 3


5’-0"

4’-5"

HEADER DETAIL

9�"

2’-0"6"

6"

1’-0"

6’-0"

7’-6"

4"

4’-3"

4% WASH

SEE HEADER DETAIL

2’-6"

c BRGS.

2’-0"2’-6"

7’-0"

DATED FEB. 1, 2010

2’-0"

1’-6"

(TYP.)

4"

(TYP.)

2’-0"

H.S. THREADED ROD


PROTECTION (TYP.)

AZ

IMU

TH

FOOTING PILE LAYOUT

48’-0"

1’-1" 3 SPA. @ 6’-0" = 18’-0" 2 @ 4’-11" = 9’-10" 3 SPA. @ 6’-0" = 18’-0" 1’-1"

6’-0"

(TY

P.)

8’-0" 2’-0"

c BRGS.

BRG. STATION

32’-0"

2’-0"

6’-0"

26’-0"

2’-2"21’-10"21’-10"2’-2"

PGL AND b

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

01 1 2 3


01 1

1 1/2" = 1’-0"SCALE FEET

0 1

3" = 1’-0"

3" 6" 9"

SCALE FEET

MICROPILE SCHEDULE

PILE NO.

VERTICAL OR BATTERED

B.O.F. EL.

ESTIMATED TIP EL.

NY ABUTMENT

XXX

XXX

XXX

XXX

XXX

XXX

EL. XXX.XX

EL. XXX.XX

XXX

XXX

XXX

XXX

XXX

XXX

PILE NO.

VERTICAL OR BATTERED

B.O.F. EL.

ESTIMATED TIP EL.

VT ABUTMENT

XXX

XXX

XXX

XXX

XXX

XXX

EL. XXX.XX

EL. XXX.XX

XXX

XXX

XXX

XXX

XXX

XXX

XX

XE

LT

XX

XX

XX

XX

XX

XX

XX

X

LOCATION - NY ABUTMENT

LOCATION - VT ABUTMENT

NY WINGWALLS

XXX

XXX

XXX

XXX

XXX

XXX

EL. XXX.XX

EL. XXX.XX

XXX

XXX

XXX

XXX

XXX

XXX

VT WINGWALLS

XXX

XXX

XXX

XXX

XXX

XXX

EL. XXX.XX

EL. XXX.XX

XXX

XXX

XXX

XXX

XXX

XXX

NOTES:

1.

2.

3.

4.

5.

ABUTMENT MICROPILE

DETAILS AND SCHEDULE B20

X OF


CASING SHALL BE API 5L OR 5CT GRADE N80 OR APPROVED EQUAL.

REINFORCING BAR SHALL BE #11 THREADED BAR IN ACCORDANCE

WITH ASTM A615 GRADE 75.

ANCHOR PLATE SHALL MEET REQUIREMENTS OF ASTM A709 GRADE 50.

GROUT SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF

5000 PSI IN ACCORDANCE WITH ASTM C109.

BOND ZONE LENGTH SHALL BE CONFIRMED BY TEST PILES AS

INDICATED IN THE SPECIAL PROVISIONS.

1

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ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


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FEB. 1, 2010

10’-

0"u A

PP

RO

X. B

ON

D Z

ON

E L

EN

GT

H

(SE

E N

OT

E 5

)

3’-

3"

CA

SIN

G P

LU

NG

E L

EN

GT

H

TYPICAL MICROPILE ELEVATION

B B

AA

PVC CENTRALIZER

SPACE ON 8’

CENTERS

PILE CASING

5.5" O.D. x 0.361"

WALL

BOTTOM OF

FOOTING

VA

RIE

S T

O T

OP

OF

SU

ITA

BL

E R

OC

K

MICROPILE DETAIL

4�" NOMINAL DIA.

14 2

MICROPILE DETAIL

PLANELEVATION

1"

1’-0"

THREAD BAR NUT

BOTTOM OF

FOOTING

CONTINUOUS-THREADED

STEEL BAR ASTM A615

MIN YIELD STRENGTH

75 KSI #11 DIA.

1 58" DIA. CENTER HOLE

FOR 1 38" DIA. BAR

1 2" DIA. GROUT HOLE

SPACED 90%%d

AROUND PIPE

1"X8"X8"

ÿýA

ANCHOR p

#11 BAR

HIGH STRENGTH NON-SHRINK GROUT

#11 BAR

HIGH STRENGTH NON-SHRINK GROUT

SECTION B-B

SECTION A-A

5 . 5" O.D. X 0.361" WALL

API 5L OR 5CT GRADE N80

DRILLED AND GROUTED

MICROPILE SHAFT

4 1 2"

N

O

M

I

N

A

L

D

I

A

.

B

O

N

D

Z

O

N

E

XX OF

4’-6" 1’-6"

SIDE VIEW

4 SPA. @ 6’-0" = 24’-0" 1’-0"3’-0"4’-0"

8’-0"

2’-0"

2’-0"

c BRGS.

12

’-0

�"

26’-0"

32

’-0

"

1’-6" 22’-2" 22’-2" 1’-6"

PGL AND b

1’-

6"

6’-0"

8’-0"

47’-4"

PLAN

c BRGS.

6’-0"

(TY

P.)

2’-0"

EL. 121.6

22’-2" 22’-2"

47’-4"

9"9" 3 SPA. @ 6’-0" = 18’-0"2 @ 4’-11" = 9’-10"3 SPA. @ 6’-0" = 18’-0"

c BRIDGE

1’-6" 1’-6"

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

PROGRESS PRINT

NOTES:

26’-0"

1.

2.

EL. 123.6

EL. 121.6

EL. 123.6

EL. 128.39

EL. 136.92

ELEVATION

LEGEND:

INDICATES CONCRETE PLACEMENT NUMBERNO.

3

4

2

1

4

1

2

3

5

CONCRETE TABLE

PLACEMENTQUANTITY

[CY]ITEM NO.

1

2

3

4

5

B

B

BEARING PAD ELEVATIONS MAY HAVE TO BE ADJUSTED

TO ACCOMMODATE THE ACTUAL BEARINGS FURNISHED. IT IS

RESPONSIBILITY OF CONTRACTOR TO COORDINATE ANY

CHANGES IN THE BEARINGS WHICH MAY AFFECT THE

PEDESTAL ELEVATIONS OR DIMENSIONS.

FOR PILE LAYOUT AND SECTIONS A-A AND B-B, SEE

SHEET NO. XX.

c GIRDER

(TYP.)

A A

VERMONT ABUTMENT DETAILS - 1 B27

DATED FEB. 1, 2010

4"

(TYP.)

4"

(TYP.)

H.S. THREADED ROD


PROTECTION (TYP.)

1

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

VA

RIE

S

47’-4"

1’-1"

48’-0"

45’-10" 1’-1"

7’-4"16’-4"16’-4"7’-4"

PGL AND b

SECTION A-A

AZ

IMU

TH

FOOTING PILE LAYOUT

48’-0"

1’-1" 3 SPA. @ 6’-0" = 18’-0" 2 @ 4’-11" = 9’-10" 3 SPA. @ 6’-0" = 18’-0" 1’-1"

6’-0"

(TY

P.)

8’-0" 2’-0"

c BRGS.

BRG. STATION

32’-0"

2’-0"

6’-0"

26’-0"

2’-2"21’-10"21’-10"2’-2"

PGL AND b

SECTION B-B

EL. 121.6

EL. 123.6

EL. 128.39

EL. 136.92

VERMONT ABUTMENT DETAILS - 2 B28

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

PROGRESS PRINT

LEGEND:

INDICATES MICROPILE INDICATES BATTERED MICROPILE

NOTES:

XXXXXXXXXXXX.1.

01 1 2 3 4 5


01 1 2 3


HEADER DETAIL

7’-6"

4’-

3"

8"

7’-0"

SEE HEADER DETAIL

1’-0" 6"

1’-6"

1’-0"5

"7

"

4’-5"

4% WASH

c BRGS.

2’-0" 2’-6"

7’-0"

DATED FEB. 1, 2010

2’-0"

4"

(TYP.)

1’-6"

(TYP.)

2’-0"

2’-0"

H.S. THREADED ROD


PROTECTION (TYP.)

1

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

21’-0"

46’-0"

8’-0"

PIER 1 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

TOP VIEW

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

21’-0"

8’-0"5’-0"8’-0"

2’-0"x2’-0"

CHAMFER 1’-0"x1’-0"

CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

B36

8’-0"

SCALE �"=1’-0"

SECTION B-B

VA

RIE

S

A A

B

B

8’-0"

1’-0"

8’-0"

VA

RIE

S

VA

RIE

SV

AR

IES

R34’-0"

R 1’-6"

R1’-6

"

7’-6"

20’-6"

1’-0"

(TYP.)

16’-0"

46’-0"

18’-6"

9’-3"9’-3"

R34’-0"

5"

EL. 90.00

OHW

EL. 98.0

6’-0"

(TYP.)

3’-5"

(TYP.)

2’-

6"

2’-6"

10’-0"

10’-0"

40’-0" 30’-0"

6’-0"18’-0"6’-0"6’-0"14’-0"14’-0"6’-0"

5’-0"

(TYP.)

6’-0"

(TYP.)

DATED FEB. 1, 2010

PIER 1 GEOMETRY

PLAN, ELEVATION AND SECTIONS

4’-0"

4’-0"

c PIER

AND BRGS.

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E =

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SIG

N S

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CH

EC

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D B

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ST

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D B

YD

RA

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BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B37

SCALE �"=1’-0"

SECTION E-E

SCALE �"=1’-0"

SECTION F-F

2 20 4 6 8 10


#6 T

IE

S @

6"

#6

TIE

S @

6"

#11 @ 6" (TYP.) #11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"

#11 @ 6"

c PIER 3

18’-0"

40’-0"

30

’-0

"

PGL AND b

#11 @ 6"

#10 @ 6"

#9 @

6"

#10 @ 6"

#11 @ 6"

#9 @

6"

#10 @ 6" (TOP)

#11 @ 6" (BOTTOM)

#1

0 @

6" (

TO

P)

#11 @

6" (

BO

TT

OM

)

28’-0"

LAP (TYP.)

PROGRESS PRINT

F F

E

E

PIER 1

FOOTING PLAN AND

REINFORCEMENT DETAILS

DATED FEB. 1, 2010

#6 STIRRUPS

#6 STIRRUPS

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FIL

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E =

DA

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E =

US

ER

=

DE

SIG

N S

UP

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VIS

OR

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CH

EC

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D B

YE

ST

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D B

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RA

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BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PIER 3 ELEVATIONRIGHT ELEVATION

DRILLED SHAFT ELEVATION

CONCRETE SHAFT

DRILLED WITH OPEN HOLE

AA

B B

NOTES:

1.

2.

3.

MHW EL. XX.XX

TOP OF FOOTING

3"

0 21 1 3 4 5 6 7


SCALE �"=1’-0"

BOTTOM OF FOOTING EL. XX.XX

6"

TOP OF ROCK EL. XX.XX

MUDLINE EL. XX.XX

ROCK SOCKET TIP EL. XX.XX

RO

CK

SO

CK

ET

BOTTOM OF CASING

6’-0" DRILLED SHAFT

STEEL CASING SHALL MEET THE REQUIREMENTS

OF ASTM A252 GRADE 2.

SEE PILE TABLE FOR DETERMINING EXACT TIP ELEVATION.

#6 S

PIR

AL

BA

RS

@ 3

" M

AX

PIT

CH

#6 S

PIR

AL

BA

RS

@ 6

" M

AX

PIT

CH

6’-0" DIA.

DRILLED SHAFT WITH

STEEL CASING

PROGRESS PRINT

6’-0" DIAMETER

DRILLED SHAFT DETAILS

X OF

B38

DATED FEB. 1, 2010

3’-

0"

01 1 2 3


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E =

DA

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E =

US

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=

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SIG

N S

UP

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VIS

OR

slam

CH

EC

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D B

YE

ST

IMA

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D B

YD

RA

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BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

6’-0" d

STEEL CASING

#6 SPIRAL

6"

CLR COVER

SCALE �" = 1’-0"

2x17 #11 BUNDLED

SECTION A-A 6’-0" DRILLED SHAFT

5’-6" d

3"

CLR COVER

SCALE �" = 1’-0"

2x17 #11 BUNDLED

SECTION B-B 5’-6" ROCK SOCKET

#6 SPIRAL

XX OF

B39

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IES @

6"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

13 - #1113 - #11

#8 @

6"

PROGRESS PRINT

AA

C

C

D

D

RIGHT ELEVATION

PIER 1

ELEVATION REINFORCEMENT

AND DETAILS

DATED FEB. 1, 2010

1

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E =

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E =

US

ER

=

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SIG

N S

UP

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VIS

OR

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CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"5’-0"8’-0"

8’-0"

21’-0"

#6 TIE

(TYP.)

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#6 TIE

(TYP.)

#11 (TYP.)

B40

PROGRESS PRINT

#6 TIE

(TYP.)

SECTION A-A

8’-0"

SCALE �"=1’-0"

SECTION C-C

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2"

CO

VE

R

(TY

P.)

SCALE �"=1’-0"

SECTION D-D

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17 -

#10 @

6"

15

- #

10

@ 6

"

VARIES

13 - #11

13 - #11

PIER 1

SECTION REINFORCEMENT DETAILS

DATED FEB. 1, 2010

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FIL

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E =

DA

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E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

21’-0"

46’-0"

8’-0"

PIER 2 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

TOP VIEW

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

21’-0"

8’-0"5’-0"8’-0"

2’-0"x2’-0"


CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

B46

46’-0"

R34’-0"

R 1’-6"

R34’-0"

R1’-6

"

A A

7’-6"

20’-6"

1’-0"

(TYP.)

16’-0"

8’-0"

1’-0"

VA

RIE

SV

AR

IES

5"

6’-0"14’-0"14’-0"6’-0"

40’-0"

OHW

EL. 98.0

3’-6"

(TYP.)

6’-0"

(TYP.)

EL. 90.00

6’-0"18’-0"6’-0"

30’-0"

2’-6"

6’-0"

(TYP.)

5’-0"

(TYP.)

10’-0"

PIER 2 GEOMETRY


DATED FEB. 1, 2010

39’-9"

4’-0"

4’-0"

c PIER

AND BRGS.

1

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PREPARED BY:

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ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B47

SCALE �"=1’-0" SCALE �"=1’-0"

2 20 4 6 8 10


#6 T

IE

S @

6"

#6

TIE

S @

6"

#11 @ 6" (TYP.) #11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"

#11 @ 6"

c PIER 3

18’-0"

40’-0"

30

’-0

"

PGL AND b

#11 @ 6"

#10 @ 6"

#9 @

6"

#10 @ 6"

#11 @ 6"

#9 @

6"

#10 @ 6" (TOP)

#11 @ 6" (BOTTOM)

#1

0 @

6" (

TO

P)

#11 @

6" (

BO

TT

OM

)

28’-0"

LAP (TYP.)

PROGRESS PRINT

E

E

FF

SECTION E-E SECTION F-F

DATED FEB. 1, 2010

PIER 2

FOOTING PLAN AND


#6 STIRRUPS

#6 STIRRUPS

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D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


XX OF

B49

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IE

S @

6"

#6 T

IES @

6"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#6 T

IE

S @

6"

5’-

0" L

AP

(TY

P.)

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

5’-

0" L

AP

(T

YP

.)

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

13 - #1113 - #11

#8 @

6"

PROGRESS PRINT

RIGHT ELEVATION

A A

B

B C

C

D

D

PIER 2


AND DETAILS

DATED FEB. 1, 2010

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5-52118-030% DATE

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


A

XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"5’-0"8’-0"

8’-0"

21’-0"

#6 TIE

(TYP.)

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#6 TIE

(TYP.)

#11 (TYP.)

B50

PROGRESS PRINT

#6 TIE

(TYP.)

SECTION A-A

8’-0"

SCALE �"=1’-0"

SECTION C-C

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2"

CO

VE

R

(TY

P.)

SCALE �"=1’-0"

SECTION D-D

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17 -

#10 @

6"

15

- #

10

@ 6

"

VARIES

13 - #11

13 - #11

PIER 2


DATED FEB. 1, 2010

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BY

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

21’-0"

46’-0"

PIER 3 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

VIEW B-B

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

21’-0"

8’-0"5’-0"8’-0"

2’-0"x2’-0"


CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

B56

18’-6"

R34’-0"

R 1’-6"

R3

4’-0

"

R1’-6

"

3’-0"

A A

7’-6"

20’-6"

1’-0"

(TYP.)

16’-0"

52’-

3"u

9’-3"9’-3"

8’-0"

46’-0"

1’-0"

VA

RIE

SV

AR

IES

B B

D

D

E

E

5"

6’-0"14’-0"14’-0"6’-0"

40’-0"

OHW

EL. 98.0

3’-6"

(TYP.)

6’-0"

(TYP.)

EL. 90.00

6’-0"18’-0"6’-0"

30’-0"

2’-6"

6’-0"

(TYP.)

5’-0"

(TYP.)

10’-0"

DATED FEB. 1, 2010

c PIER

AND BRGS.

8’-0"4

’-0"

4’-0"

PIER 3 GEOMETRY


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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B57

SCALE �"=1’-0" SCALE �"=1’-0"

2 20 4 6 8 10


#6 T

IE

S @

6"

#6

TIE

S @

6"

#11 @ 6" (TYP.) #11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"

#11 @ 6"

c PIER 3

18’-0"

40’-0"

30

’-0

"

PGL AND b

#11 @ 6"

#10 @ 6"

#9 @

6"

#10 @ 6"

#11 @ 6"

#9 @

6"

#10 @ 6" (TOP)

#11 @ 6" (BOTTOM)

#1

0 @

6" (

TO

P)

#11 @

6" (

BO

TT

OM

)

28’-0"

LAP (TYP.)

PROGRESS PRINT

E

E

FF


PIER 3

FOOTING PLAN AND


DATED FEB. 1, 2010

#6 STIRRUPS

#6 STIRRUPS

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


XX OF

B59

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IE

S @

6"

#6 T

IE

S @

12"

#6 T

IES @

6"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#6 T

IE

S @

6"

#6 T

IE

S @

12"

5’-

0" L

AP

(TY

P.)

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

5’-

0" L

AP

(T

YP

.)

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

13 - #1113 - #11

#8 @

6"

PROGRESS PRINT

AA

C

C

D

D

RIGHT ELEVATION

PIER 3


AND DETAILS

DATED FEB. 1, 2010

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BY

CH

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KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010 PIER 3 ELEVATIONRIGHT ELEVATION

E

E

XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"5’-0"8’-0"

8’-0"

21’-0"

#6 TIE

(TYP.)

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#6 TIE

(TYP.)

#11 (TYP.)

B60

PROGRESS PRINT

#6 TIE

(TYP.)

SECTION A-A

8’-0"

SCALE �"=1’-0"

SECTION C-C

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2"

CO

VE

R

(TY

P.)

SCALE �"=1’-0"

SECTION D-D

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17 -

#10 @

6"

15

- #

10

@ 6

"

VARIES

13 - #11

13 - #11

PIER 3


DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


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US

ER

=

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SIG

N S

UP

ER

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OR

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CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

35’-0"

60’-0"

8’-0"

PIER 4 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

TOP VIEW

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

35’-0"

13’-0"5’-0"13’-0"

2’-0"x2’-0"

CHAMFER1’-0"x1’-0"

CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

B66

R34’-0"

8’-�"

24’-4�"1’-0"

(TYP.)

16’-0"

31’-5"u

6"

1’-0"

8’-0"

VA

RIE

SV

AR

IES

R34’-0"

6"

60’-0"

11’-0"11’-0"

22’-0"

1’-2�"

R1’-

6"R 1’-6"

R1’-

6"

2’-0"2’-0"

DATED FEB. 1, 2010

6’-0"18’-0"6’-0"

30’-0"

2’-6"

6’-0"

(TYP.)

5’-0"

(TYP.)

10’-0"

6’-0"18’-0"18’-0"6’-0"

48’-0"

OHW

EL. 98.0

6’-0"

(TYP.)

EL. 90.00

4’-0"

4’-0"

c PIER

AND BRGS.

PIER 4 GEOMETRY


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5-52118-030% DATE

S.H. 9527


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SIG

N S

UP

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VIS

OR

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CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B67

SCALE �"=1’-0"

SCALE �"=1’-0"

2 20 4 6 8 10


#6

TIE

S @

6"

#6 T

IE

S @

6"

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"

#11 @ 6"

c PIER 3

18’-0"

48’-0"

30

’-0

"

PGL AND b

#11 @ 6"

#10 @ 6"

#9 @

6"

#10 @ 6"

#11 @ 6"

#9 @

6"

#10 @ 6" (TOP)

#11 @ 6" (BOTTOM)

#1

0 @

6" (

TO

P)

#11 @

6" (

BO

TT

OM

)

36’-0"

LAP (TYP.)

PROGRESS PRINT

E

E

FF

SECTION E-E

SECTION F-F

PIER 4

FOOTING PLAN AND


DATED FEB. 1, 2010

#6 STIRRUPS

#6 STIRRUPS

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S.H. 9527


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E =

DA

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E =

US

ER

=

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SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PIER 4 ELEVATION

RIGHT ELEVATION

SCALE �"=1’-0"

OHW

EL. 98.0

EL. 90.00

XX OF

B69

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IES

@ 6

"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

25 - #11

#8 @

6"

PROGRESS PRINT

AA

C

C

D

D

RIGHT ELEVATION

25 - #11

25 - #11 25 - #11

PIER 4


AND DETAILS

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


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FIL

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E =

DA

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E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PIER 4 ELEVATION

TOP VIEW

RIGHT ELEVATION

XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"

35’-0"

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

25 #11 @ 6"

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#11 (TYP.)

B70

PROGRESS PRINT

SECTION A-A

B B

C

C

8’-0"

SCALE �"=1’-0"

SECTION D-D

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2" C

OV

ER

(TY

P.)

SCALE �"=1’-0"

SECTION E-E

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17

- #

10

@ 6

"

15

- #

10

@ 6

"

VARIES

25 - #11

25 - #11

#6 TIE (TYP.)

#6 TIE (TYP.)

25 - #11 @ 6

#8 (TYP.)

#6 TIE (TYP.)

2’-0"

13’-0"

5’-0"

13’-0"

2’-0"

25 #11 @ 6"

25 - #11 @ 6

DATED FEB. 1, 2010

PIER 4


1

D261458



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ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

35’-0"

60’-0"

8’-0"

PIER 5 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

TOP VIEW

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

35’-0"

13’-0"5’-0"13’-0"

2’-0"x2’-0"

CHAMFER1’-0"x1’-0"

CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

R34’-0"

8’-�"

24’-4�"1’-0"

(TYP.)

16’-0"

31’-5"u

6"

1’-0"

8’-0"

VA

RIE

SV

AR

IES

R34’-0"

6"

60’-0"

11’-0"11’-0"

22’-0"

1’-2�"

R1’-

6"R 1’-6"

R1’-

6"

2’-0"2’-0"

6’-0"18’-0"18’-0"6’-0"

48’-0"

OHW

EL. 98.0

6’-0"

(TYP.)

EL. 90.00

6’-0"18’-0"6’-0"

30’-0"

2’-6"

6’-0"

(TYP.)

5’-0"

(TYP.)

10’-0"

4’-0"

4’-0"

c PIER

AND BRGS.

DATED FEB. 1, 2010

PIER 5 GEOMETRY

PLAN, ELEVATION AND SECTIONS B76

1

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ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B77

SCALE �"=1’-0"

SCALE �"=1’-0"

2 20 4 6 8 10


#6

TIE

S @

6"

#6 T

IE

S @

6"

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"

#11 @ 6"

c PIER 3

18’-0"

48’-0"

30

’-0

"

PGL AND b

#11 @ 6"

#10 @ 6"

#9 @

6"

#10 @ 6"

#11 @ 6"

#9 @

6"

#10 @ 6" (TOP)

#11 @ 6" (BOTTOM)

#1

0 @

6" (

TO

P)

#11 @

6" (

BO

TT

OM

)

36’-0"

LAP (TYP.)

PROGRESS PRINTDATED JAN. 25, 2010

E

E

FF

SECTION E-E

SECTION F-F

PIER 5

FOOTING PLAN AND


#6 STIRRUPS

#6 STIRRUPS

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ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PIER 4 ELEVATION

RIGHT ELEVATION

SCALE �"=1’-0"

OHW

EL. 98.0

XX OF

B79

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IES

@ 6

"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

25 - #11

#8 @

6"

PROGRESS PRINT

AA

C

C

D

D

RIGHT ELEVATION

25 - #11

25 - #11 25 - #11

PIER 5


AND DETAILS

DATED FEB. 1, 2010

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PIER 4 ELEVATION

TOP VIEW

RIGHT ELEVATION

XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"

35’-0"

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

25 #11 @ 6"

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#11 (TYP.)

B80

PROGRESS PRINT

SECTION A-A

8’-0"

SCALE �"=1’-0"

SECTION C-C

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2" C

OV

ER

(TY

P.)

SCALE �"=1’-0"

SECTION D-D

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17

- #

10

@ 6

"

15

- #

10

@ 6

"

VARIES

25 - #11

25 - #11

#6 TIE (TYP.)

#6 TIE (TYP.)

25 - #11 @ 6

#8 (TYP.)

#6 TIE (TYP.)

2’-0"

13’-0"

5’-0"

13’-0"

2’-0"

25 - #11 @ 6

25 #11 @ 6"

PIER 5


DATED FEB. 1, 2010

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

21’-0"

46’-0"

8’-0"

PIER 6 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

TOP VIEW

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

21’-0"

8’-0"5’-0"8’-0"

2’-0"x2’-0"


CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

B86

46’-0"

R34’-0"

R 1’-6"

R3

4’-0

"R

1’-6

"

A A

7’-6"

20’-6"

1’-0"

(TYP.)

16’-0"

52’-

3"u

8’-0"

1’-0"

VA

RIE

SV

AR

IES

5"

6’-0"14’-0"14’-0"6’-0"

40’-0"

OHW

EL. 98.0

3’-6"

(TYP.)

6’-0"

(TYP.)

EL. 90.00

6’-0"18’-0"6’-0"

30’-0"

2’-6"

6’-0"

(TYP.)

5’-0"

(TYP.)

10’-0"

4’-0"

4’-0"

c PIER

AND BRGS.

DATED FEB. 1, 2010

PIER 6 GEOMETRY


1

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B87

SCALE �"=1’-0" SCALE �"=1’-0"

2 20 4 6 8 10


#6 T

IE

S @

6"

#6

TIE

S @

6"

#11 @ 6" (TYP.) #11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"

#11 @ 6"

c PIER 3

18’-0"

40’-0"

30

’-0

"

PGL AND b

#11 @ 6"

#10 @ 6"

#9 @

6"

#10 @ 6"

#11 @ 6"

#9 @

6"

#10 @ 6" (TOP)

#11 @ 6" (BOTTOM)

#1

0 @

6" (

TO

P)

#11 @

6" (

BO

TT

OM

)

28’-0"

LAP (TYP.)

PROGRESS PRINT

E

E

FF


PIER 6

FOOTING PLAN AND


DATED FEB. 1, 2010

#6 STIRRUPS

#6 STIRRUPS

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


XX OF

B89

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IE

S @

6"

#6 T

IE

S @

12"

#6 T

IES @

6"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#6 T

IE

S @

6"

#6 T

IE

S @

12"

5’-

0" L

AP

(TY

P.)

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

5’-

0" L

AP

(T

YP

.)

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

13 - #1113 - #11

#8 @

6"

PROGRESS PRINT

AA

C

C

D

D

RIGHT ELEVATION

PIER 6


AND DETAILS

DATED FEB. 1, 2010

1

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010 PIER 6 ELEVATIONRIGHT ELEVATION

A

XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"5’-0"8’-0"

8’-0"

21’-0"

#6 TIE

(TYP.)

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#6 TIE

(TYP.)

#11 (TYP.)

B90

PROGRESS PRINT

#6 TIE

(TYP.)

SECTION A-A

8’-0"

SCALE �"=1’-0"

SECTION C-C

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2"

CO

VE

R

(TY

P.)

SCALE �"=1’-0"

SECTION D-D

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17 -

#10 @

6"

15

- #

10

@ 6

"

VARIES

13 - #11

13 - #11

PIER 6


DATED FEB. 1, 2010

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BY

CH

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KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

21’-0"

46’-0"

8’-0"

PIER 7 ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

TOP VIEW

RIGHT ELEVATION

SCALE �"=1’-0"

SCALE �"=1’-0"

SECTION A-A

8’-0"

21’-0"

8’-0"5’-0"8’-0"

2’-0"x2’-0"


CHAMFER

1’-0"

1’-0"

PROGRESS PRINT

B96

46’-0"

R34’-0"

R 1’-6"

R34’-0"

R1’-6

"

A A

7’-6"

20’-6"

1’-0"

(TYP.)

16’-0"

42’-0"

8’-0"

1’-0"

VA

RIE

SV

AR

IES

5"

30’-0"

OHW

EL. 98.0

4’-6"

(TYP.)

EL. 102.00

16’-0"

4’-0"

(TYP.)

8’-0"

4’-0"

4’-0"

c PIER

AND BRGS.

DATED FEB. 1, 2010

PIER 7 GEOMETRY


1

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D B

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

XX OF

B97

SCALE �"=1’-0" SCALE �"=1’-0"

2 20 4 6 8 10


#6

TIE

S @

6"

#6

TIE

S @

6"

#11 @ 6" (TYP.) #11 @ 6" (TYP.)

SCALE �"=1’-0"

PLAN

#11 @ 6"#11 @ 6"

c PIER 3

30’-0"

16’-0"

PGL AND b

#11 @ 6"

#10 @ 6" #10 @ 6"

#9 @

6"

PROGRESS PRINT

E

FF


#1

1 @

6" (

TO

P A

ND

BO

TT

OM

)

#11 @ 6" (TOP AND BOTTOM)

#9 @

6"

#9 @

6"

#9 @

6"

E

#11 @ 6"

#6 STIRRUPS

#4 STIRRUPS

8’-0"

PIER 7

FOOTING PLAN AND


DATED FEB. 1, 2010

#6 STIRRUPS

#6 STIRRUPS

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CH

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D B

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


SCALE �"=1’-0"

XX OF

B99

SCALE �"=1’-0" SCALE �"=1’-0"

SECTION B-B

2 20 4 6 8 10


#6 T

IE

S @

6"

#6 T

IES @

6"

#6 TIES @ 12"

#11 @ 6"

#11 @ 6" (TYP.)

8’-0"

#6 STIRRUP

#10 @ 6"

#11 @ 6"

#6 T

IE

S @

6"

5’-

0" L

AP

(TY

P.)

#10 @ 6"

#8 @

6"

VA

RIE

S

2" COVER

(TYP.)

#6 T

IE

S @

6"

5’-

0" L

AP

(T

YP

.)

#11 @ 6" (TYP.)

#11 @ 6" (TYP.)

#11 @ 6"

#11 @ 6"

13 - #1113 - #11

#8 @

6"

PROGRESS PRINT

C

C

D

D

AA

RIGHT ELEVATION

PIER 7


AND DETAILS

DATED FEB. 1, 2010

1

D261458



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CH

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D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010


A

XX OF

01 1 2 3 4 5


SCALE �"=1’-0"

8’-0"5’-0"8’-0"

8’-0"

21’-0"

#6 TIE

(TYP.)

#6 HOOP #6 HOOP

3’-

0" L

AP

3’-

0" L

AP

7"

5 #11 @ 8"

5 #11 @ 8"

7"

7"

7"

#8 (TYP.)

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6"

13 #11 @ 6

9 #

11

@ 6

9 #

11

@ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

4 #11 @ 6

6�"

6�"

6�"

6�"

6�"

6�"

6�"

6�"

#6 TIE

(TYP.)

#11 (TYP.)

B100

PROGRESS PRINT

#6 TIE

(TYP.)

SECTION A-A

8’-0"

SCALE �"=1’-0"

SECTION C-C

#8 @

6"

#10 @ 6"

#10 @ 6"

#6 STIRRUP

2" COVER

(TYP.)

VA

RIE

S

8’-0"

2"

CO

VE

R

(TY

P.)

SCALE �"=1’-0"

SECTION D-D

1’-0"

1’-0"

1’-0"

VARIES

VARIES

2" COVER

(TYP.)

17 -

#10 @

6"

15

- #

10

@ 6

"

VARIES

13 - #11

13 - #11

PIER 7


DATED FEB. 1, 2010

1

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ALTERED BY:

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SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

XX OF

**

**

BEARING DETAILS

**

**

**

**

**

**

GUIDED EXPANSION M.R. BEARING

STAINLESS STEEL

c

GUIDE BAR

B

GUIDE BAR

LOAD p

A

FIXED M.R. BEARING

A AB B

B

A

c

LOAD p

MANSONRY p

MANSONRY p

c OF GIRDER

BEARING STIFFENER

Wm

Et Wm/2-Et Wm/2-Et Et

1" MIN. (TYP.)

**G (TYP.)

�" THICK WASHER p

SEE "TYPICAL SLOTTED

HOLE DETAIL"

B113

1" MIN. (TYP.)

GUIDE BAR

�"

TH

O.D.

cSOLE p

BASE p

LOAD p

MASONRY p

H

SECTION B-B

FIXED M.R. BEARING SCHEMATIC

SLOTTED HOLE DETAIL

MASONRY PLATE

EtEDGE OF MASONRY p

�" THICK

WASHER p

c OF SLOT

BWP

Bm �"�"

Am

LENGTH OF SLOT SHALL BE

PARALLEL TO STRAIGHT BEAMS

AND ALONG THE CHORD TO THE

FIXED BEARING ON CURVED BEAMS

HOLE IN WASHER SHALL

BE �" LARGER THAN

STUD DIAMETER

�" MIN.

�" MIN.

ANCHOR STUD

1’-0" MINIMUM

EMBEDMENT

FULLY THREADED

ANCHOR STUD

CONCRETE BEARING SURFACE

MASONRY p

HEAVY HEX NUT

ANCHOR STUD TO BE CAST INTO CONCRETE OR

DRILLED AND GROUTED IN ACCORDANCE WITH

STANDARD SPECIFICATIONS 586-2 AND 586-3.

M.R. BEARING - c OF SLOT IN MASONRY PLATE.

SEE "TYPICAL SLOTTED HOLE DETAIL".

EXPANSION E.B. BEARING - c OF SLOT IN MASONRY

PLATE. FOR SLOT SIZE SEE "TYPICAL SLOTTED

HOLE DETAIL"

FIXED E.B. BEARING - c OF d m DIAMETER HOLE IN

MASONRY PLATE FOR ANCHOR STUD

BEARING PAD

THIS PORTION OF THE STUD

SHALL BE REMOVED AFTER NUT

HAS BEEN TIGHTENED TO THE

SATISFACTION OF THE ENGINEER.

EXPANSION BEARING - �" THICK WASHER p

FIXED BEARING - WASHER FOR ANCHOR STUD

�"

INDICATES PARTS DESIGNED BY

THE MANUFACTURER

SIDE VIEW AT AN

INTERIOR SUPPORT

c BEARING AND BEARING STIFFENER

CONTINUOUS GIRDER

BOTTOM

BEARING pSOLE p

TOP BEARING p

T2

1" MIN. (TYP.)

H

1" MIN. (TYP.)

T (�" MIN. THICKNESS)

Lm

Lm/2 Lm/2

BEARINGS SHALL BE PLACED ON A BEARING

PAD CONFORMING TO ONE OF THE FOLLOWING

SUBSECTIONS: 728-01, 728-02 OR 728-03

(TYPICAL ALL BEARINGS)

c OF ANCHOR STUDS (TYP.)

ANCHOR STUDS NOT SHOWN

MASONRY p

BOTTOM FLANGE

SEAL BOTH SIDES WITH

SILICONE CAULK (TYP.)

T1

SIDE VIEW AT END

INTERIOR SUPPORT

c OF BEARING AND

BEARING STIFFENER

END OF GIRDER

Lm

Lm/2 Lm/2

MASONRY p

c OF ANCHOR STUDS (TYP.)

ANCHOR STUDS NOT SHOWN

1" MIN. (TYP.)

1" MIN. (TYP.)

T2

H

T (�" MIN.

THICKNESS)

BEARINGS SHALL BE PLACED ON A BEARING

PAD CONFORMING TO ONE OF THE FOLLOWING

SUBSECTIONS: 728-01, 728-02 OR 728-03

(TYPICAL ALL BEARINGS)

SEAL BOTH SIDES WITH

SILICONE CAULK (TYP.)

T1

BOTTOM FLANGE

BOTTOM

BEARING p

TOP BEARING p

SOLE p

�" MIN.

THE CONTRACTOR SHALL SUPPLY MULTI-ROTATIONAL STRUCTURAL

BRIDGE BEARINGS CONFORMING TO THE REQUIREMENTS OF STANDARD

SPECIFICATION SECTION 565 AND SUBJECT TO THE FOLLOWING

CONDITIONS:

1. THE BEARING DEVICES SUPPLIED SHALL BE CAPABLE OF

TRANSMITTING THE LOADS AND MOVEMENT SHOWN ON THESE PLANS.

2. THE DIMENSION "H" IN THE BEARING TABLE REPRESENTS THE

ASSUMED TOTAL HEIGHT OF BEARING MECHANISM BETWEEN THE SOLE

PLATE AND MASONRY PLATE USED BY THE DESIGNER TO ESTABLISH

THE PEDESTAL ELEVATIONS. THE MINIMUM PEDESTAL HEIGHT SHALL

NOT BE CHANGED WITHOUT WRITTEN APPROVAL OF THE DEPUTY CHIEF

ENGINEER (STRUCTURES).

3. ALL STEEL SHALL CONFORM TO ASTM A709, GR. 345 OR 345W.

4. ALL STEEL FABRICATION SHALL CONFORM TO THE PROVISIONS OF THE

LATEST EDITION OF THE NEW YORK STATE STEEL CONSTRUCTION MANUAL.

5. ALL METAL COMPONENTS OF THE BEARING SYSTEM WHICH ARE LIABLE

TO COME INTO CONTACT DURING TRANSLATION SHALL HAVE A TEFLON

SLIDING SURFACE FINISH.

6. ALL EXPANSION BEARINGS SHALL HAVE A MAXIMUM FRICTION COEFFICIENT

OF 3%.

7. THE BEARING DEVICE, MASONRY PLATE, SOLE PLATE, ANCHOR BOLTS,

NUTS, WASHER PLATES, AND BEARING PAD SHALL BE INCLUDED IN THE

UNIT PRICE BID FOR THE BEARING ITEMS.

8. ANCHOR STUDS, WASHERS, WASHER PLATES, ANCHOR PLATES AND NUTS

SHALL MEET THE REQUIREMENTS OF SUBSECTION 723-60. THEY SHALL

BE GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF MATERIAL

SUBSECTION 719-01, "GALVANIZED COATINGS AND REPAIR METHODS."

THEIR COST (INCLUDING GALVANIZING) SHALL BE INCLUDED IN THE UNIT

PRICE BID FOR THE BEARING ITEM.

9. DETERMINE SIZE OF WELD "W1". THE USE OF CAP SCREWS ARE ALLOWED

AS AN ALTERNATE WITH D.C.E.S. APPROVAL.

10. DETERMINE SIZE OF WELD "W2" (�" MINIMUM).

FRONT VIEW WITH ANCHOR BOLTS

OUTSIDE OF SOLE PLATES

SECTION A-A

LOCATIONFIX/

EXP.ITEM NO.

QUANTITY

REQUIRED VERT. HORIZ.

ONE WAY LONGIT.

MOVEMENT

(G) GUIDE

CLEARANCE Lm Wm T Et Am Bm

MASONRY PLATE WASHER PLATE

T1 T2

SOLE PLATE BRG.

H

ANCHOR STUDS

DIA. STUDS/BRG.

WELD SIZE

W1 W2

BEARING TABLE

SEE NOTE 10SEE NOTE 10

SEE NOTE 9

Ws

Ws/2 Ws/2

Ez (TYP.)

Aw

p

El

Ls/2 Ls/2

Ls

El El

Ls/2 Ls/2

Ls

El El

El Amp Bmp Ls Ws

CAPACITY (Kips)

THE CROSS HATCHED COMPONENTS OF THE BEARING

ARE SHOWN FOR REPRESENTATIVE PURPOSES ONLY.

THE ACTUAL CONFIGURATION OF THE COMPONENTS

WILL BE DEPENDENT UPON THE SPECIFIC BEARING,

CONFORMING TO THE ITEM’S SPECIFICATION.

NOTES:

DATED FEB. 1, 2010

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

X OF

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

90n00’00"

(TYP.)

NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET NOS.

FRAMING PLAN - SPAN 1

NEW YORK APPROACH

10’-0"

10’-0"

10’-0"

10’-0"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

c G1A

c G2A

c G3A

c G4A

c G5A

DIAPHRAGM

SPACING

90n00’00"

(TYP.)

PROGRESS PRINT

240’-0"

10 SPA. @ 24’-0" = 240’-0"

END DIAPHRAGM

(TYP.)

3’-8"

3’-8"

47’-4"

B138

c FIELD SPLICE

158’-0"

c EXP. BRGS.

SOUTH ABUT.

c PIER 1 AND

c EXP. BRGS.

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


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DA

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E =

US

ER

=

DE

SIG

N S

UP

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VIS

OR

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CH

EC

KE

D B

YE

ST

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RA

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BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

X OF

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

90n00’00"

(TYP.)

NOTES:


10’-0"

10’-0"

10’-0"

10’-0"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

DIAPHRAGM

SPACING

90n00’00"

(TYP.)

PROGRESS PRINT

250’-0"

10 SPA. @ 25’-0" = 250’-0"

c G1A

c G2A

c G3A

c G4A

c G5A

3’-8"


NEW YORK APPROACH

3’-8"

47’-4"

B139

c PIER 1 AND

c EXP. BRGS.

c PIER 2 AND

c EXP. BRGS.

c FIELD SPLICE c FIELD SPLICE

60’-0" 130’-0"

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


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BY

31

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4

FIL

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AM

E =

DA

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/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

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CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

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ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

X OF

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

90n00’00"

(TYP.)

NOTES:


10’-0"

10’-0"

10’-0"

10’-0"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

DIAPHRAGM

SPACING

90n00’00"

(TYP.)

PROGRESS PRINT

250’-0"

10 SPA. @ 25’-0" = 250’-0"

c G1A

c G2A

c G3A

c G4A

c G5A

3’-8"


NEW YORK APPROACH

3’-8"

47’-4"

B140

c PIER 2 AND

c EXP. BRGS.

c PIER 3 AND

c FIX. BRGS.

c FIELD SPLICEc FIELD SPLICE

60’-0" 130’-0"

DATED FEB. 1 2010

1

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5-52118-030% DATE

S.H. 9527


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E =

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/TIM

E =

US

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=

DE

SIG

N S

UP

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OR

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CH

EC

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BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

250’-0" 40’-0"

10’-0"

10’-0"

10’-0"

10’-0"

12’-4"

12’-4"

12’-4"

12’-4"

3’-8"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

DIAPHRAGM

SPACING

10 SPA. @ 25’-0" = 250’-0" 20’-0" 20’-0"

90n00’00"

(TYP.)

NOTES:


PROGRESS PRINT

c G1A

c G2A

c G3A

c G4A

c G5A

3’-8"


NEW YORK APPROACH

3’-8"

47’-4"

3’-8"

56’-8"

X OF

B141

c PIER 3 AND

c FIX. BRGS.

c PIER 4 AND

c FIX. BRGS.

c ARCH EXP. BRGS.

AND c CROSS BEAM

c FIELD SPLICE c FIELD SPLICE c FIELD SPLICE

53’-0" 87’-0" 70’-0"

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


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BY

31

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01

0 1

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4

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

90n00’00"

(TYP.)

250’-0"40’-0"

10’-0"

10’-0"

10’-0"

10’-0"

3’-8"

12’-4"

12’-4"

12’-4"

12’-4"

3’-8"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

c G1B

c G2B

c G3B

c G4B

c G5B

DIAPHRAGM

SPACING

10 SPA. @ 25’-0" = 250’-0"20’-0"20’-0"

NOTES:


PROGRESS PRINT


VERMONT APPROACH

3’-8"

56

’-8

"

3’-8"

47’-4"

X OF

B142

c ARCH EXP. BRGS.

AND c CROSS BEAM

c PIER 5 AND

c FIX. BRGS.

c PIER 6 AND

c FIX. BRGS.


40’-0" 70’-0" 87’-0"

DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


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RD

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ED

BY

31

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N-2

01

0 1

5:1

4

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

90n00’00"

(TYP.)

NOTES:


10’-0"

10’-0"

10’-0"

10’-0"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

DIAPHRAGM

SPACING

90n00’00"

(TYP.)

PROGRESS PRINT

240’-0"

10 SPA. @ 24’-0" = 240’-0"

c G1A

c G2A

c G3A

c G4A

c G5A

3’-8"


VERMONT APPROACH

3’-8"

47’-4"

X OF

B143

c PIER 6 AND

c FIX. BRGS.

c PIER 7 AND

c EXP. BRGS.


60’-0" 120’-0"

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


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BY

31

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5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

GIRDER

(TYP.)

EDGE OF

DECK

EDGE OF

DECK

INTERMEDIATE

DIAPHRAGM

(TYP.)

90n00’00"

(TYP.)

NOTES:


10’-0"

10’-0"

10’-0"

10’-0"


4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

DIAPHRAGM

SPACING

90n00’00"

(TYP.)

PROGRESS PRINT

240’-0"

10 SPA. @ 24’-0" = 240’-0"

END DIAPHRAGM

(TYP.)

c G1A

c G2A

c G3A

c G4A

c G5A

3’-8"


VERMONT APPROACH

3’-8"

47’-4"

X OF

B144

82’-0"

c FIELD SPLICE

c PIER 7 AND

c EXP. BRGS.

c EXP. BRGS.

NORTH ABUT.

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


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BY

31

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5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

NOTES:

1.

GIRDER ELEVATION

SPAN 1

N.T.S.

GIRDER ELEVATION - SPAN 1

2.

3.

4.

5.

6.

7.

240’-0"

c FIELD SPLICE

158’-0"

c EXP. BRGS.

SOUTH ABUT.

c PIER 1 AND

c EXP. BRGS.

XXX BRG.

STIFFENER p

p 2"X24" �"X96" WEB p

p 1�"X24"

XXX CONNECTION p

(TYP.)

C.P.G.W.

(TYP.)

XXX BRG.

STIFFENER p

p 2�"X24"

27’-0" 22’-0"

21’-0" 28’-0"

p 2"X24"C.P.G.W.

(TYP.)

�"d SHEAR

STUD SPACING

XX PER ROW

XX SPA. @ = XXXXXXX SPA. @ = XX

XX TOP FLANGE TENSION ZONE

XX BOTTOM FLANGE TENSION ZONE XX BOTTOM FLANGE TENSION ZONE

X

DATED FEB. 1, 2010

10% MT INDICATES THAT AT LEAST 1 FOOT OF EVERY 10 FOOT

LENGTH, AND 1 FOOT OF WELDS LESS THAN 10 FEET, SHALL

BE MAGNETIC PARTICLE TESTED.

NO WELDING TO TOP FLANGE PERMITTED WITHIN THE TOP

FLANGE TENSION ZONE, UNLESS INDICATED OTHERWISE IN

THESE DRAWINGS OR DIRECTED BY THE ENGINEER.

(T) DENOTES NOTCH TOUGHNESS TEST REQUIRED.

GIRDER DIMENSIONS MEASURED ALONG CENTERLINE.

FOR CAMBER DIAGRAM, SEE DWG. NO.

FOR TYPICAL STRUCTURAL STEEL DETAILS, SEE DWG. NO.

FOR FIELD SPLICE DETAILS, SEE DWG. NO.

B145

1

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5-52118-030% DATE

S.H. 9527


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01

0 1

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8

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

NOTES:

1.

GIRDER ELEVATION

SPAN 2

N.T.S.


c PIER 1 AND

c EXP. BRGS.

C.P.G.W.

(TYP.)

XXX BRG.

STIFFENER p

p 2�"X24"

27’-0" 22’-0"

21’-0" 28’-0"

p 2"X24"

c PIER 2 AND

c EXP. BRGS.

22’-0" 22’-0"

250’-0"

c FIELD SPLICE

C.P.G.W.

(TYP.)

60’-0"

c FIELD SPLICE

60’-0"

�"X96" WEB p



p 1"X24"

p 1�"X24"

p 2"X24"

p 2"X24"

XX SPA. @ = XXXXXXX SPA. @ = XXXXXXX SPA. @ = XX�"d SHEAR

STUD SPACING

XX PER ROW

28’-0" 28’-0"

XXX BRG.

STIFFENER p

XXX CONNECTION p

(TYP.)

FOR GIRDER GENERAL NOTES, SEE DWG. NO. B145.

DATED FEB. 1, 2010

B146

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5-52118-030% DATE

S.H. 9527


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BY

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N-2

01

0 1

5:1

8

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

GIRDER ELEVATION

SPAN 3

N.T.S.


c PIER 2 AND

c EXP. BRGS.

p 2"X24"

p 2"X24"

22’-0" 22’-0"

28’-0" 28’-0"

c PIER 3 AND

c FIX. BRGS.

250’-0"


c FIELD SPLICE

60’-0"

c FIELD SPLICE

60’-0"

28’-0" 28’-0"

�"X96" WEB p

p 1"X24"

p 1�"X24"

p 2"X24"

p 2"X24"

XX SPA. @ = XXXXXXX SPA. @ = XXXXXXX SPA. @ = XX


NOTES:

1.

22’-0" 22’-0"

XXX CONNECTION p

(TYP.)

XXX BRG.

STIFFENER p

XXX BRG.

STIFFENER p

C.P.G.W.

(TYP.)

C.P.G.W.

(TYP.)

�"d SHEAR

STUD SPACING

XX PER ROW


DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


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FIL

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E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

GIRDER ELEVATION

SPAN 4

N.T.S.


GIRDER SCHEDULE

MARK

G1A

G2A

G3A

G4A

G5A

TOP FLANGE LENGTH

AT

X

X

BT

X

X

CT

X

X

AB

X

X

BB

X

X

CB

X

X

BOTTOM FLANGE LENGTH SHEAR CONNECTORS

A

X

X

B

X

X

C

X

X

D

X

X

E

X

X

F

X

X

G

X

X

H

X

X

I

X

X

J

X

X

K

X

X

L

X

X

M

X

X

N

X

X

O

X

X

P

X

X

Q

X

X

FLANGE TENSION ZONE

X

X

TZ1

X

X

BZ1

X

X

BZ2

NOTES:

1.

c PIER 3 AND

c FIX. BRGS.

p 2"X24"

p 2"X24"

28’-0"


�"X96" WEB p p 1�"X24"

p 1"X24"

53’-0" FS3 FS4

BBAB CB

53’-0" FS1 FS2

BTAT CT

A SPA. @ = B C D E F SPA. @ = G H I J K SPA. @ = L M N O P SPA. @ = Q

TZ1

BZ1 BZ2

c PIER 4 AND

c FIX. BRGS.

c ARCH EXP. BRGS.

AND c CROSS BEAM

�"d SHEAR

STUD SPACING

XX PER ROW

22’-0"

XXX BRG.

STIFFENER p

XXX BRG.

STIFFENER p

XXX BRG.

STIFFENER p

XXX CONNECTION p

(TYP.)

C.P.G.W.

C.P.G.W.


B148

DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


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BY

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01

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9

FIL

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AM

E =

DA

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E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

c PIER 4

STA. 114+90

R90’-0

"

R2’-0

"

R2’-0"

R2’-0"

R349’-11¿"

L=

75’-1•"

L=29’-9

�"

PT

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

W.P. 1

14’-1‹"

41

’-�"

9’-6�"

106’-11�"

0 1 2

FEET1" = 1’-0"

1

SCALE

2’-0"

2’-0"

VA

RIE

S

4’-0"

2"

2"

C

C

B

B

A

A

SECTION A-A SECTION B-B SECTION C-C

SCALE 1"=1’-0" SCALE 1"=1’-0" SCALE 1"=1’-0"

1" WEB p

1" WEB p

37’-0"

9’-2�"

1" WEB p

1" WEB p

1" WEB p

1" WEB p

1" WEB p

1" WEB p

1" WEB p

1" STIFFENER

1" STIFFENER

1" STIFFENER 1" STIFFENER

1" STIFF.

2’-

0"

2’-

0"

2’-0

"

2’-0

"

17

’-1

0�"

87’-11�"

1 " WEB p

2’-0"

4’-0"

2"

1" WEB p

PROGRESS PRINT

B149

X OF

RIGID FRAME ELEVATION

AND DETAILS

R150’-

0"

29’-8°"

R150’-0"

1"x2’-0"

STIFF. (TYP.)

1"x1’-0"

STIFF. (TYP.)

1" STIFFENER

DATED FEB. 1, 2010

1"x2’-0"

STIFF. (TYP.)

3’-0" 3’-0"

RIGID FRAME DETAIL

(G2, G3, G4)

SCALE �" = 1’-0"

1

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5-52118-030% DATE

S.H. 9527


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6

FIL

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AM

E =

DA

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E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

GIRDER ELEVATION

SPAN 6

N.T.S.


GIRDER SCHEDULE

MARKTOP FLANGE LENGTH

AT

X

X

BT

X

X

CT

X

X

AB

X

X

BB

X

X

CB

X

X

BOTTOM FLANGE LENGTH SHEAR CONNECTORS

A

X

X

B

X

X

C

X

X

D

X

X

E

X

X

F

X

X

G

X

X

H

X

X

I

X

X

J

X

X

K

X

X

L

X

X

M

X

X

N

X

X

O

X

X

P

X

X

Q

X

X

FLANGE TENSION ZONE

X

X

TZ1

X

X

BZ1

X

X

BZ2

NOTES:

1.

G1B

G2B

G3B

G4B

G5B

c PIER 6 AND

c FIX. BRGS.

c PIER 5 AND

c FIX. BRGS.

28’-0"

c ARCH EXP. BRGS.

AND c CROSS BEAM

c FIELD SPLICEc FIELD SPLICEc FIELD SPLICE

53’-0"FS3FS4

BB ABCB

BZ1BZ2

53’-0"FS1FS2

BT ATCT

A SPA. @ = BCDEF SPA. @ = GHIJK SPA. @ = LMNOP SPA. @ = Q

TZ1

p 1"X24"p 2"X24"

�"X96" WEB p p 1�"X24" p 2"X24"

�"d SHEAR

STUD SPACING

XX PER ROW

22’-0"

XXX BRG.

STIFFENER p

XXX CONNECTION p

(TYP.)

XXX BRG.

STIFFENER p

XXX BRG.

STIFFENER p

C.P.G.W.

C.P.G.W.

DATED FEB. 1, 2010


B151

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5-52118-030% DATE

S.H. 9527


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BY

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01

0 1

5:1

9

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

GIRDER ELEVATION

SPAN 7

N.T.S.


NOTES:

1.

c PIER 6 AND

c FIX. BRGS.

p 2"X24"

p 2"X24" �"X96" WEB pXXX CONNECTION p

(TYP.)

c PIER 7 AND

c EXP. BRGS.

240’-0"


28’-0"28’-0"

22’-0"22’-0"

60’-0" 120’-0"

21’-0" 21’-0"

p 1"X24"

p 1�"X24"

27’-0" 27’-0"

p 2�"X24" XXX BRG.

STIFFENER p

C.P.G.W.

(TYP.)

C.P.G.W.

(TYP.)

p 2"X24"

XXX BRG.

STIFFENER p

XX SPA. @ = XXXXXXX SPA. @ = XXXXXXX SPA. @ = XX�"d SHEAR

STUD SPACING

XX PER ROW




B152

DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


JOB

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BY

31

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N-2

01

0 1

5:1

9

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

GIRDER ELEVATION

SPAN 8

N.T.S.


NOTES:

1.

c PIER 7 AND

c EXP. BRGS.

21’-0" 21’-0"

27’-0" 27’-0"

p 2�"X24" XXX BRG.

STIFFENER p

C.P.G.W.

(TYP.)

C.P.G.W.

(TYP.)

p 2"X24"

240’-0"

c FIELD SPLICE

158’-0"

c EXP. BRGS.

NORTH ABUT.

XXX BRG.

STIFFENER p

p 2"X24" �"X96" WEB p

p 1�"X24"

XXX CONNECTION p

(TYP.)

�"d SHEAR

STUD SPACING

XX PER ROW



XX SPA. @ = XX X X X XX SPA. @ = XX


B153

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5-52118-030% DATE

S.H. 9527


JOB

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BY

31-J

AN

-2010 1

6:3

7

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

END DIAPHRAGM DETAILS

XX

XE

LT

XX

XX

XX

XX

XX

XX

XX

X

01 1 2 3


01 1

1 1/2" = 1’-0"SCALE FEET

PROGRESS PRINT

B160

X OF

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


JOB

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BY

31

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N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

A325 A325

A325

A325A325

A325

A325 A325

A325A325

A325

A325

A325

A325

A325

A325

A325 A325

A325

A325

A325

A325

A325A325

A325 A325A325A325

A325 A325

AA

1"

�" p

(TYP.)

�" FILL p

2�"

3"

W12x52

10’-0"

L4x4x�

(TYP.)

END DIAPHRAGM

BRG. STIFFENER

1" x 8"

(TYP.)

TYPICAL DIAPHRAGM CONNECTION DETAILS

c GIRDER

6�"

2 @

3�"

4"1�" 1�"

1"

�

W12x52

L4x4x�

(TYP.)

1�"

B B

SECTION B-B

c GIRDER

R= 1

"

3"M

IN.

c W12x52

1"

(TYP.)

MIN

.

BRG. STIFFENER

1" x 8"

(TYP.)

BRG. STIFFENER

1" x 8"

(TYP.)

SECTION A-A

3"

MIN.

BRG. STIFFENER

1" x 8"

(TYP.)

GUSSET p

�" x 1’-1"

(TYP.)

INTERMEDIATE DIAPHRAGM DETAILS

XX

XE

LT

XX

XX

XX

XX

XX

XX

XX

X

01 1 2 3


01 1

1 1/2" = 1’-0"SCALE FEET

PROGRESS PRINT

X OF

B164

DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


JOB

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IGN

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BY

31

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N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

A325

A325 A325

A325

A325 A325

A325A325

A325

A325

A325

A325

A325A325

A325 A325

INTERMEDIATE DIAPHRAGM

1"

�" p

(TYP.)

�" FILL p

2�"

L4x4x�

(TYP.)

3"

TYP.�

10’-0"

A A

A325 A325

A325A325

A325 A325

A325A325

L4x4x�

(TYP.)

CONNECTION p

�" x 8"

(TYP.)

10

"

1�"

7"

1�"

4"1�" 1�"

3"

MIN

.

TYPICAL DIAPHRAGM CONNECITON DETAILS

GUSSET p

�" x 1’-1"

L4x4x�

(TYP.)

CONNECTION p

�" x 8"

SECTION A-A

3"

MIN.

CONNECTION p

�" x 8"

(TYP.)

GUSSET p

�" x 1’-1"

(TYP.)

PROGRESS PRINT

0 1 2

FEET1" = 1’-0"

1

SCALE

NOTES:

0 1

3" = 1’-0"

3" 6" 9"

SCALE FEET

X OF

2

%

2"

2�"

6"

2%

DRIP

GROOVE

2" CHAMFER

1" CHAMFER

(TYP.)

10

�"

1’-1

�"

LEVEL

(TYP.)

1’-7"2’-10"

2"

PGL AND b

SYMM. ABOUT b

#5 @ 6"

#5 @ 6"

#5 @ 8"

STIRRUP

4-#4 SPA.

AS SHOWN

23’-8"

1�"

CL

.

3" C

L.

1�"

CL

.

#4 @ 6"

9�"

10" 6’-5" 5" 16’-0"

3-#6 EQ. SPA.

#4 @ 6"

8-#6 @ 8"

TYPICAL APPROACHES DECK SECTION - SPANS 1, 2,3, 7 AND 8

ADDITIONAL BARS ARE TO BE PLACED BETWEEN NORMAL #5 BARS

OVER THE CONTINUOUS PIER AND THROUGHOUT THE MIDDLE SPAN.

FOR ADDITIONAL INFORMATION, SEE DECK SLAB PLAN SHEETS.

ALL BAR CLEARANCES ARE 2" UNLESS OTHERWISE NOTED.

1.

2.

1" = 1’-0"

9-#5 @ 8" (T)

9-#6 @ 8" (B)

5-#4 @ 6"

TIES

3-#5 EQ. SPA. (T)

3-#6 EQ. SPA. (B)

17-#5 @ 12" (T)

17-#6 @ 12" (B)

25-#6 SPA. AS SHOWN

(SEE NOTE 1)

TYPICAL APPROACH SPANS

DECK CROSS SECTION - 1 B179A

DATED FEB. 1, 2010

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5-52118-030% DATE

S.H. 9527


JOB

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RD

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BY

31-J

AN

-2010 1

6:3

0

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

30n

(TYP.)

DRIP GROOVE DETAIL

2" 6" 2"

2"

1"

3" = 1’-0"

PROGRESS PRINT

0 1 2

FEET1" = 1’-0"

1

SCALE

NOTES:

X OF

2

%

2"

2�"

6" 2%

DRIP

GROOVE

2" CHAMFER

1" CHAMFER

(TYP.)

10

�"

1’-1

�"

LEVEL

(TYP.)

1’-7"2’-10"

2"

PGL AND b

SYMM. ABOUT b

#5 @ 6"

#5 @ 6"

#5 @ 8"

STIRRUP

4-#4 SPA.

AS SHOWN

1�" CL.

3" C

L.

1�"

CL

.

#4 @ 6"

9�"

3-#6 EQ. SPA.

#4 @ 6"

3-#5 EQ. SPA. (T)

3-#6 EQ. SPA. (B)

TYPICAL APPROACHES DECK SECTION - SPANS 4 AND 6

ADDITIONAL BARS ARE TO BE PLACED BETWEEN NORMAL #5 BARS

OVER THE CONTINUOUS PIER AND THROUGHOUT THE MIDDLE SPAN.

FOR ADDITIONAL INFORMATION, SEE DECK SLAB PLAN SHEETS.


FOR DRIP GROOVE DETAIL, SEE SHEET NO.

1.

2.

3.

TYPICAL APPROACH SPANS

DECK CROSS SECTION - 2

10" VARIES, 6’-5" TO 11’-1" 5" 16’-0"

VARIES, 23’-8" TO 56’-8"

2’-0" (TYP.)

ALTERNATE LAP

#5 @ 6"

#5 @ 6"

#4 @ 6"

TIES

#6 @ 8"

#5 @ 8" (T)

#6 @ 8" (B)

#6 SPA. AS SHOWN

(SEE NOTE 1)

#5 @ 12" (T)

#6 @ 12" (B)

B179B

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

6:4

0

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

X OF

01 1

1 1/2" = 1’-0"SCALE FEET

ALL RAILING IS TO BE FABRICATED AND ERECTED ACCORDING TO SECTION

568 OF THE STANDARD SPECIFICATIONS.

PRIOR TO GALVANIZING THE ASSEMBLED POST, GRIND ALL EDGES TO A

MINIMUM RADIUS OF �".

BOLTS SHALL BE TORQUED SNUG TIGHT (APPROXIMATELY 100 LB-FT).

PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT

PERMITTED ON THE ADJOINING SURFACES OF THE BOX BEAM RAILS,

SPLICE TUBES AND FILL PLATES.

1.

2.

3.

4.

NOTES:

B210

STEEL BRIDGE RAILING

TWO RAIL AND BRUSH CURB

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31-J

AN

-2010 1

6:3

0

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

6"

6"

6"

9"

6"

2’-9"

2"

7"

TOP OF ROADWAY

SURFACE

1’-2"x�"x10"

ANCHOR p

c OF RAILING ANCHORAGE

3"

5"

TS6x6x�

4-1" DIA. ANCHOR STUDS

WITH 4 HEAVY HEX NUTS

AND 4 WASHERS EACH

1’-2"x1�"x10"

BASE p

W6x25

STEEL BRIDGE RAILING

(TWO RAIL - BRUSH CURB)

L5x5x�

RAILING ANGLE

6�"

3�"3�"

1�"

1�"

3"

1�"

1�"

c OF ROUND HEAD BOLT

WITH HEX NUT, WASHER

AND SPRING LOCK WASHER

(TYP.)

4-1" DIA. ANCHOR STUDS

WITH 4 HEAVY HEX NUTS

AND 4 WASHERS EACH

c OF �" DIA. BOLTS WITH

HEX NUT AND SPRING LOCK

WASHER (TYP.)

2" 2"10"

SECTION C-C

5"

6"

6"

2"

2"

5" DIA. HOLE 1’-2"x�"x10"

ANCHOR p

c OF RAILING

ANCHORAGE

10

"

1’-2"

c OF POST

C C

B B

A

A

1�" DIA. HOLE FOR

1" DIA. ANCHOR STUD

(TYP.)

2" 2"

2"

2"

5"

SECTION B-B

W6x25

1’-2"x1�"x10"

BASE p

1’-2"

10

"

10"

�

�

�

1�" DIA. HOLE FOR

1" DIA. ANCHOR STUD

(TYP.)

3�" 6�"

1�"

3�"

6�"

1�"

DECK ANCHOR PLATE

2" 2"1’-6"

6" 10" 6"

1’-10"

6"

8"

5"

8"

3"

1’-4"

2"

THE COST OF THE DECK ANCHOR

PLATE AND THE RAILING ANCHOR

STUDS SHALL BE INCLUDED IN THE

PRICE BID FOR THE BRIDGE RAILING

GALVANIZED 1"

STEEL PLATE

GALVANIZED 2�"xv2�"xv�"

STEEL PLATE

1�"x2" SLOTTED

HOLE (TYP.)

�

FULLY THREADED HOLE

(TYP.) FOR 1" DIA. STUD

SECTION ELEVATION

ELEVATION ELEVATION

8"

EXPANSION SPLICE TUBE EXPANSION SPLICE ASSEMBLY

� 2-9

c OF �" DIA.

HOLES THROUGH

TUBE

TS 5xv5x� GALVANIZED

TUBE, 2’-11�" LONG

TS 6xv6x�

5�" 5�" 6"6"

SET AT 4�" @ 68^F

SEE NOTE 4

� 2-9

TS 5xv5x� GALVANIZED

TUBE, 2’-3" LONG

4"xv�"xv2’-2"

FILL p

c OF �" DIA.

HOLES THROUGH

TUBE

4"xv�"xv1’-8"

FILL p

SEE NOTE 4

EXPANSION

SPLICE TUBE

ELEVATION ELEVATION

FIXED SPLICE TUBE FIXED SPLICE ASSEMBLY

FIXED SPLICE

TUBE

TS 6x6x�

6" 4�" 4�" 6"

�"

c OF 1" DIA. HOLES IN TOP AND

BOTTOM OF TS 6x6x� (TYP.)

5"

4�" 6�" 6"

1’-5"

1’-10"

01 1

1 1/2" = 1’-0"SCALE FEET

TYPICAL BRIDGE

PEDESTRIAN RAILING DETAILS

0 1

3" = 1’-0"

3" 6" 9"

SCALE FEET

1.

2.

3.

4.

NOTES:

01 1 2 3


B212

X OF

ALL RAILING STEEL SHALL BE ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL CONFORMING TO SECTION 10 OF

AISC CODE OF STANDARD PRACTICE.

POSTS AND MESH SHALL BE SET PERPENDICULAR TO DECK.

RAIL CLAMP SHALL BE A36 STEEL AND GALVANIZED TO MATCH

RAILING POSTS.

ALL BOLTS SHALL BE A325 AND GALVANIZED.


1

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31-J

AN

-2010 1

6:3

9

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

VIEW A-A

TYPICAL PANEL FRONT ELEVATION

PEDESTRIAN RAILING

B B

8’-0" MAX.c RAILING

POST

R=2"

TOP OF

CURB

FENCING MESH NOT

SHOWN FOR CLARITY

(TYP.)

C

C

c RAILING

POST

c RAILING

POST

1�"

SECTION B-B

�" RAIL CLAMP

(TYP.)

RAILING POST

(TYP.)

GALVANIZED

STEEL WIRE

MESH

8’-0" MAX.

8’-0" MAX.

POST ELEVATION

PEDESTRIAN RAILING

CUT FROM

W10x19

A

A

TOP OF

MESH

1�"EDGE OF

CURB

DETAIL 1

4"

3’-

6"

TOP OF

CURB

GALVANIZED STEEL

WIRE MESH

�" CLAMP

(TYP.)

�" CLAMP

(TYP.)

c �" d BOLT

(TYP.)

REINFORCED

SHROUD BANDED

EDGE (TYP.)

W10x19 CUTTING DIAGRAM

6"10

�"

10�"

6"

W10x19

4"

4"

3’-5"

5%%d0’0"

R4"

REINFORCED

SHROUD BANDED

EDGE

SECTION D-D

3�"

1�"

1�"

7"

6" �"

6"

1"

1�" 3�" 2�"

c �" d STEEL

ANCHOR (TYP.)

RAILING POST�" BASE p

�

D

RAILING POST

6�"

�" BASE p

�" FABREEKA

PAD

D

�" RAIL CLAMP

SEE SECTION B-B

DETAIL 1

�" STEEL THREADED ROD

EMBED HILTI HAS A36

OR APPROVED EQUAL (TYP.)

1"

1"

3"

�"

1�"

2’-9�"

1�" 2’-6" 1�"

c 1�"

DIA. HOLES

c �" DIA.

HOLES

�" CLAMP

SECTION C-C

CLAMP DETAILSECTION E-E

E

E

2"

X OF

2 20 4 6 8 10


PROGRESS PRINT

56’-8"

10"

2’-9"

(TY

P.)

CROW N O F

ROADW A Y

PGL AND b

9"

BRIDGE RAILING

TL-4 (TYP.)

2%

5" GRANITE BRUSH

CURB (TYP.)

2%

9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

EB LANE

2

%

9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

WB LANE

10"

6"

(TY

P.)

3’-6" HIG H

PEDESTRIA N

RAILING (TYP. )

5"

(TYP.)

5’-0" MIN.

SIDEWALK

5’-0" MIN.

SIDEWALK

ARCH SPAN CROSS SECTION AT FL0ORBEAM

56’-8"

10"

2’-9"

(TY

P.)

CROW N O F

ROADW A Y

PGL AND b10"BRIDGE RAILING

TL-4 (TYP.)

2%

5" GRANITE BRUSH

CURB (TYP.)

2%

9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

EB LANE

9’-8"

SIDEWALK

1’-10"

5’-0"

SHOULDER

11’-0"

WB LANE

10"

6"

(TY

P.)

3’-6" HIG H

PEDESTRIA N

RAILING (TYP. )

5"

(TYP.)

5’-0" MIN.

SIDEWALK

5’-0" MIN.

SIDEWALK

TYPICAL ARCH SPAN CROSS SECTION

9"

2%

2

%

9"

9"

2%

10"21’-3" 7’-1"21’-3"7’-1"

21’-3" 7’-1"21’-3"7’-1"

CABLE HANGERCABLE HANGER

CABLE HANGER CABLE HANGER

TYPICAL CROSS SECTIONS

NETWORK TIED ARCH SPAN 5BA6

DATED FEB. 1, 2010

CAST-IN-PLACE

CLOSURE DECK

CAST-IN-PLACE

CLOSURE DECK

PRECAST

DECK

CAST-IN-PLACE

CLOSURE DECK

PRECAST SIDEWALK

DECK PANELS (TYP.)

PRECAST SIDEWALK

DECK PANELS (TYP.)

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

9:0

3

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

CABLE HANGER LAYOUT

LEGEND:

C(n) INDICATES CABLE HANGER MEMBER

PROGRESS PRINT

W.P.

H1H2

H3

H4

H5

H6H7

H8

H9H10

H11H12

H13 H14H15 H16 H17 H18 H19 H20

H21H22

H23

H24H25

H26H27

H28

H29

H30

H31H32

W.P.

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 T29 T30 T31 T32

C1

c ARCH SPAN

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31C32

Y

X

C

B

A

CABLE HANGER GEOMETRY

C1

C3

C5

C7

C9

C11

C13

C15

C17

C19

C21

C23

C25

C27

C29

C31

C2

C4

C6

C8

C10

C12

C14

C16

C18

C20

C22

C24

C26

C28

C30

C32

77.5

76.5

75.5

74.5

73.5

72.5

71.5

70.5

69.5

68.5

67.5

66.5

65.5

64.5

63.5

62.5

62.5

63.5

64.5

65.5

66.5

67.5

68.5

69.5

70.5

71.5

72.5

73.5

74.5

75.5

76.5

77.5

C(n) C(n)ANGLE A

(DEG.)

ANGLE B

(DEG.)

ANGLE C (DEG.)

C3

C5

C7

C7

C9

C9

C11

C11

C13

C13

C15

C15

C17

C17

C19

C19

C21

C21

C23

C23

C25

C27

C29

C4

C6

C8

C10

C10

C12

C12

C14

C14

C16

C16

C18

C18

C20

C20

C22

C22

C24

C24

C26

C26

C28

C30

40.0

40.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

39.0

40.0

40.0

40.0

81’-0"

HORIZONTAL LINE

BETWEEN

WORKING POINTS

33 SPA. @ 12’-0" = 396’-0"

NETWORK TIE ARCH

GEOMETRY AND LAYOUTX OF

BA11

DATED FEB. 1, 2010

1

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

W.P. W.P.

ARCH GEOMETRY

396’-0"

89%%d

R=282’-6"

ARCH RIB AND

WORKING LINE

c ARCH SPAN

81’-0"

HORIZONTAL LINE

BETWEEN WORKING

POINTS

ARCH SIDE VIEW

W.P. W.P.

42’-6"

81’-0

"

14’-4�"

THE GIRDER

WORKING LINE

ARCH RIB

WORKING LINE

c BRIDGE

80%%d

CABLE HANGER GEOMETRY

C(n)

CABLE

HANGER

MEMBER H(n) X Y Z

ARCH RIB WORKING POINT

T(n) X Y Z

TIE GIRDER WORKING POINT CABLE LENGTH

BETWEEN

WORKING POINTS

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

13.55

14.71

28.24

35.07

40.42

51.13

51.15

60.36

62.97

67.92

71.32

74.93

76.66

77.68

79.33

79.60

79.60

79.33

77.68

76.66

74.93

71.32

67.92

62.97

60.36

51.15

51.13

40.42

35.07

28.24

14.71

13.55

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

T17

T18

T19

T20

T21

T22

T23

T24

T25

T26

T27

T28

T29

T30

T31

T32

14.09

16.74

28.73

35.79

41.61

51.93

53.05

61.31

64.29

69.06

72.49

76.10

77.84

79.01

80.58

80.92

80.92

80.58

79.01

77.84

76.10

72.49

69.06

64.29

61.31

53.05

51.93

41.61

35.79

28.73

16.74

14.09

H(n)

T(n)

INDICATES CABLE HANGER WORKING POINT

ALONG ARCH RIB WORKING LINE

INDICATES CABLE HANGER MEMBER

INDICATES THE GIRDER WORKING POINT

PROGRESS PRINT

W.P.

H1H2

H3

H4

H5

H6H7

H8

H9H10

H11H12

H13 H14H15 H16 H17 H18 H19 H20

H21H22

H23

H24H25

H26H27

H28

H29

H30

H31H32

W.P.

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 T29 T30 T31 T32

C1

c ARCH SPAN

C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32

396’-0"

KEY ELEVATION

H1

H2

H4

H3

H6

H5

H9

H7

H11

H8

H13

H10

H15

H12

H17

H14

H19

H16

H21

H18

H23

H20

H25

H22

H26

H24

H28

H27

H30

H29

H31

H32

Y

X

c ARCH SPANc BEARINGS c BEARINGS

c ARCH RIB

c BRIDGE

KEY PLAN

X

Z

HORIZONTAL LINE

BETWEEN

WORKING POINTS

-186.00

-174.00

-162.00

-150.00

-138.00

-126.00

-114.00

-102.00

-90.00

-78.00

-66.00

-54.00

-42.00

-30.00

-18.00

-6.00

6.00

18.00

30.00

42.00

54.00

66.00

78.00

90.00

102.00

114.00

126.00

138.00

150.00

162.00

174.00

186.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

u21.25

LEGEND:

-182.95

-181.55

-163.79

-153.58

-144.85

-124.84

-124.79

-103.68

-96.67

-81.56

-69.10

-52.49

-42.14

-34.52

-15.84

-9.73

9.73

15.84

34.52

42.14

52.49

69.10

81.56

96.67

103.68

124.79

124.84

144.85

153.58

163.79

181.55

182.95

u18.86

u18.66

u16.27

u15.07

u14.12

u12.23

u12.23

u10.61

u10.15

u9.27

u8.67

u8.04

u7.73

u7.55

u7.26

u7.21

u7.21

u7.26

u7.55

u7.73

u8.04

u8.67

u9.27

u10.15

u10.61

u12.23

u12.23

u14.12

u15.07

u16.27

u18.66

u18.86

c TIE GIRDER

TIE ARCH GEOMETRY

CABLE HANGER WORK POINTSBA12

X OF

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

TYPICAL TIE GIRDER SECTION

4’-2"

3’-0�"

10n00’00"

(TYP.)

01 1

1 1/2" = 1’-0"SCALE FEET

TYPICAL ARCH RIB SECTION

3’-

0"

TOP OF TIE GIRDER

CUT FROM W18X76

5’-5"

7�"

TYPICAL SECTION AT CANTILEVER BRACKET

1"X36�" TF p

1"X36�" BF p

2’-0"

2’-0"

c TIE GIRDER

(TYP.)

�"X5" CONN. p

(TYP.)

WORK

POINT

2’-9"

�" WEB p

(TYP.)

22’-9" TO PGL

(TYP.)

1’-4�" 1’-4�"

2’-9"

c ARCH RIB

c ARCH RIB

1’-

6"

1’-6"

1�"X36" FLANGE p

(TYP.)

1" WEB p

FLOORBEAM

TYPICAL TIE GIRDER SECTION AT FLOORBEAM

R=9"

(TYP.)

2’-0"

4�"

3’-3"

4�"

L4X4X� CONN.

ANGLE (TYP.)

L6X6X� CONN.

ANGLE

5n00’00"

ARCH RIB AND

TIE GIRDER DETAILSBA20

X OF

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

4030201005

1/16" = 1’-0"SCALE FEET

200’-0" 200’-0"

c BRGS. c BRGS.

c PROPOSED CHANNEL

AND c ARCH SPAN

NOTES:

PROGRESS PRINT

UPPER LATERAL BRACING

LAYOUT PLAN

UPPER LATERAL BRACING - PLAN

c ARCH RIB

c ARCH RIB

21

’-3

"21’-3"

42’-6"

4 0 16 20 24 284 8 12

3/32" = 1’-0"

SCALE FEET

PGL AND b AND

c BRIDGE

1.

UPPER LATERAL BRACING PANEL POINT COORDINATES

X (FT)PANEL POINT

XX.XXX

XX.XXX

Y (FT)

XX.XXX

XX.XXX

Z (FT)

XX.XXX

XX.XXX

PANEL POINT X (FT)

XX.XXX

XX.XXX

Y (FT)

XX.XXX

XX.XXX

Z (FT)

XX.XXX

XX.XXX

PANEL POINT X (FT)

XX.XXX

XX.XXX

Y (FT)

XX.XXX

XX.XXX

Z (FT)

XX.XXX

XX.XXX

W18X76

(TYP.)

U1U2

U3U4U5

c TIE GIRDER

c TIE GIRDER

U5’ U4’ U3’

U2’ U1’

UL1

UL2

UL3

UL4

UL4 UL3 UL2

UL1

FOR ARCH GEOMETRY, SEE SHEET NOS.

U1

U2

U3

U4

U5

U1’

U2’

U3’

U4’

U5’

U1 U2

U3 U4

U4’U3’

U2’U1’

UL4UL3UL2

UL1

X=0.0

Y=0.0

Z=0.0

X

Z

X OF

BA38

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


\\N

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\






5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

SIDE ELEVATION

c BRIDGE

21’-3" 21’-3"

c ARCH RIBc ARCH RIB

10n00’00"

(TYP.)

81’-0"

U1

U2

U3

U4

U5 U5’

U4’

U3’

U2’

U1’

WORKING

LINE

c TIE GIRDERc TIE GIRDER

X=0.0

Y=0.0

Z=0.0

Z

Y

PROGRESS PRINT

0 1 2

FEET1" = 1’-0"

1

SCALE

01 1

1 1/2" = 1’-0"SCALE FEET

NOTES:

1.

ISOMETRIC VIEW

W18X76

(TYP.)

DETAIL 1

DETAIL 2

FOR

4 0 16 20 24 284 8 12

3/32" = 1’-0"SCALE FEET

ARCH RIB

ARCH RIB

UPPER LATERAL BRACING DETAILS

X OF

BA43

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

c BRIDGE

GUSSET p

W18X76

(TYP.)

DETAIL 2

CONNECTION p

c ARCH RIB

W18X76

(TYP.)

A

A

GUSSET p

DETAIL 1

c ARCH RIBW18X76

SECTION A-A

CONNECTION p

(TYP.)

GUSSET p

(TYP.)

XX OF

01 1

1 1/2" = 1’-0"SCALE FEET

STAY CABLE HANGERS

1‚"

5"

7fl

"

10¡"

8"

6"

1’-7�"

7" 20^

5"

4"

1�"

1�"

5"

1’-3…"

11�"TO BE DEFINED BY THE PROJECT ENGINEER (~5’-0")

ADJUSTABLE STAY CABLE HANGER

SCALE 1 �"= 1’-0"

SCALE 1 �"= 1’-0"

5"

4"

3"

1’-3…"

TO BE DEFINED BY THE PROJECT ENGINEER (~5’-0")

SCALE 1 �"= 1’-0"

8"

2"

2"

11�"

8�"

4"

A A

BB

FIXED FORK CABLE HANGER

SECTION A-A

FIXED FORK CABLE HANGER

SECTION B-B

PROGRESS PRINT

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

f’s

CABLES SHALL BE FREYSSINET H1000 CABLE SYSTEM, UNIT 7 (OR APPROVED EQUAL).

CABLES SHALL BE COMPOSED OF 0.6 INCH DIAMETER, LOW RELAXATION, WELDLESS

SEVEN-WIRE STRAND CONFORMING TO AASHTO M202 (ASTM A-416), GRADE 270.

STEEL STRANDS SHALL BE INDIVIDUALLY GREASTED STRAND WITH A POLYETHELYNE SHEATH.

CABLE PROPERTIES:

A. MINIMUM ULTIMATE TENSILE STRENGTH (MUTS), = 270 KSI

B. MINIMUM YIELD STRESS, = 240 KSI

C. APPARENT ELASTICMODULUS, = 28,500 KSI

FOR GENERAL ELEVATION OF CABLE HANGER AND CABLE HANGER FORCES, SEE SHEET XX.

FOR RING PLATE DETAILS, SEE SHEET XX.

BEARING PLATE GUIDE PIPES SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH

AASHTO M 111M (ASTM A123M) AND PAINTED WITH FINAL COAT COLOR OF THE ARCH SPAN.

THE COLOR OF THE HDPE SHEATHING SHALL BE ACCORDING TO THE PROJECT SPECIFICATIONS,

AND SHALL REQUIRE THE ENGINEER’S APPROVAL.

CABLE SPACER PLATES AND PIPE SHALL BE STAINLESS STEEL CONFORMING TO ASTM A276.

CABLE SPACER BOLTS SHALL CONFORM TO ASTM F593-02 GRADE 304 WITH STAINLESS STEEL

NUTS CONFORMING TO ASTM F594-02.

WRAP AND PROTECT THE FORK END FITTING DURING SHIPPING AND INSTALLATION TO PREVENT

DAMAGE TO THE COATING SYSTEM.

f’y

Ep

BA64

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


\\N

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

01 1

1 1/2" = 1’-0"SCALE FEET

c ARCH RIB

c ARCH RIB

c CABLE

HANGER

2"

D

D

SECTION A-A ISOMETRIC VIEW

TYPICAL ARCH RIB AND CABLE HANGER CONNECTION DETAILS

ARCH RIB SECTION

1"

1" CONN. p

1�" SPLICE. p

ARCH RIB WEB

WORK

POINT

WORK

POINT

DIM

"A

"

CABLE HANGER ANCHORAGE

AT ARCH RIBX OF

BA66

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

0 1 2

FEET1" = 1’-0"

1

SCALE

TYPICAL TIE GIRDER ELEVATION

c FLOORBEAM

TOP OF TIE

GIRDER

4’-2"

c CABLE

HANGER C3

c CABLE

HANGER C4

01 1

1 1/2" = 1’-0"SCALE FEET

WORK

POINTWORK

POINT

12’-0"

6’-0"6’-0"

WORK

POINT

WORK

POINT

c CABLE

HANGER C3

SECTION A-A

A

A

c TIE GIRDER

2"

CABLE HANGER ANCHORAGE

AT THE GIRDERBA72

X OF

DATED FEB. 1 2010

1

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

c CABLE

HANGER

1’-

0"

1’-0"

5"5"

1"

1"1"

TIE GIRDER CONNECTION DETAIL

4" A

ND

VA

RIE

S

7" A

ND

VA

RIE

S


4030201005

1/16" = 1’-0"SCALE FEET

200’-0" 200’-0"

c PROPOSED CHANNEL

AND c ARCH SPAN

NOTES:


PROGRESS PRINT

7’-1"

42’-6"

7’-1"

EDGE OF

DECK

EDGE OF

DECK

FLOORBEAM

SPACING

90n00’00"

(TYP.)

c TIE GIRDER

c TIE GIRDER


8’-0" 32 SPA. @ 12’-0" = 384’-0" 8’-0"

LATERAL

BRACING (TYP.)

CANTILEVER

BRACKET (TYP.)

CANTILEVER

BRACKET (TYP.)

X OF

BA78

c ARCH EXP. BRGS.

AND c CROSS BEAM

c ARCH EXP. BRGS.

AND c CROSS BEAM

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


\\N

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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

01 1 2 3 4 5


01 1 2 3


PGL AND b

2%

R=XX

FLOORBEAM ELEVATION

4’-2"

4’-2"

10n00’00"10n00’00"

19’-8�"19’-8�"

A

A

LEVEL

2%

FLOORBEAM DETAILS

X OF

BA84

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

6

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

SECTION A-A

4’-

2" A

ND

VA

RIE

S

1’-10"

1’-10"

1�" FLANGE p

1" FLANGE p

X OF

PROGRESS PRINT

2 20 4 6 8 10 12 14

3/16" = 1’-0"SCALE FEET

PGL AND b

9’-6"

SID

EW

AL

K

1’-7"

5’-0"

SH

OU

LD

ER

11’-0"

NB

LA

NE

10

"9’-6"

SID

EW

AL

K

1’-7"

5’-0"

SH

OU

LD

ER

11’-0"

SB

LA

NE

10

"

2%

2%

5" B

RU

SH

CU

RB

BRIDGE RAILING

POST (TYP.)

PEDESTRIAN RAILING

POST (TYP.)

2’-0"

6’-0"

8’-0"

(TYP.)

c FLOORBEAM

AND DECK POUR

(TYP.)

BRIDGE RAILING

POST (TYP.)

PEDESTRIAN RAILING

POST (TYP.)

10’-6" (TYP.)

PRECAST PANEL

PANEL A

9"

(TYP.)

PANEL B

c FLOORBEAM

(TYP.)

5’-3"

(TYP.)

PANEL A PANEL B PANEL A PANEL B PANEL A PANEL B PANEL A2%

2%

5" B

RU

SH

CU

RB

22’-6" (TYP.)

PRECAST PANEL TYPE C

c TIE GIRDER

EDGE OF DECK

EDGE OF DECK

PARTIAL DECK PLAN - SPAN 5

c TIE GIRDER

2’-0"

8’-0"

(TYP.)

B B

D D

C CA

A

ENLARGED PARTIAL DECK PLAN

SPAN 5 - 1BA103

NOTES:

FOR SECTIONS A-A THRU D-D, SEE SHEET NO.1.

1’-6" CLOSURE

POUR (TYP.)

1’-6" CLOSURE

POUR (TYP.)

5’-8"

3’-0�"

MEASURED ON

TOP OF SIDEWALK

5’-8"

3’-0�"

MEASURED ON

TOP OF SIDEWALK

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

6

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

0 1 2

FEET1" = 1’-0"

1

SCALE

NOTES:

2%

SIDEWALK PRECAST PANEL

9"

c TIE GIRDER

10" 4’-10" 1’-5"

1’-4"

2�"

4-0.6"d STRAND

TENDON (TYP.)

#5 @ 12"

6"

2%

STRIP SEAL

1�"

CL

.

1�"

CL

.

1" CHAMFER

(TYP.)

2" CHAMFER

1�" CL.

#4 @ 6"

STIRRUP

10

"

2%

PRECAST DECK PANEL

5"

PGL AND b

SYMM. ABOUT b

4�"

(TY

P.)

4-#5 SPA.

AS SHOWN

5-#5 EQ. SPA.

(T & B)

#5 @ 8"

#5 @ 8"

4-0.6"d STRAND

TENDON (TYP.)

c TIE GIRDER

16’-0"3’-7�"1’-7�"

#5 @ 8"

5-#6 EQ. SPA.

#5 @ 8"

1-#6

36-#6 @ 6" (T)

1-#6

5" (TYP.)

40-#6 @ 6" (B)

11�"

7 SPA. @ 2’-0" = 14’-0"

#5 @ 12"

3" C

L.

1�"

CL

.

DRIP

GROOVE

TYPICAL DECK CROSS SECTION

X OF

BA107

#5 @ 8"

1’-5"2’-10"FOR STRAND TENDON LAYOUT, SEE SHEET NO.



ALL DECK BAR REINFORCING SHALL BE CLASS 1 HOT-DIP

GALVANIZED AFTER BAR FABRICATION IN ACCORDANCE

WITH ASTM A767.

1.

2.

3.

4.

*

*

XXX

1’-4" 10�" 1’-1"

8�"

(TY

P.)

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


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5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31-J

AN

-2010 1

6:3

0

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

c TIE GIRDER

1’-4" 1’-4"

STRIP SEAL

9"

1’-5" 1’-7�"

#5 @ 12"

9-#6 SPA.

AS SHOWN

#4 @ 12"

4-#6 SPA.

AS SHOWN

2-#6 (E.F.) SPA.

AS SHOWN

#5 @ 8"

#5 @ 12"

#5 @ 12"

1�" CL.

(TYP.)

0 1 2

FEET1" = 1’-0"

1

SCALE

NOTES:

10"

3" C

L.

1�"

CL

.

5"

STRIP SEAL

(TYP.)

c FLOORBEAM

#5 @ 12" (T & B) #5 @ 12" (T & B)

2"

(TYP.)

2’-0" LAP

(TYP.)

3-#5 @ 6"

(T & B)

9"9"

PRECAST DECK PANEL PRECAST DECK PANELCAST IN PLACE

1�" INTEGRAL

WEARING SURFACETENDON DUCT

COUPLER

1�"

CL

.

1�"

CL

.

STRIP SEAL

(TYP.)

c FLOORBEAM

2"

(TYP.)

2’-0" LAP

(TYP.)

9"9"

CAST IN PLACE

TENDON DUCT

COUPLERTOP OF

SIDEWALK

SECTION A-A SECTION B-B

SECTION C-C

1.

2.

3.

4.

CAST IN PLACE PRECAST PANELPRECAST PANEL

3-#4 @ 6"

3-#5 @ 6"

(T & B)

#6#6

9"

1�"

CL

.

1�"

CL

.

4�"

#5 @ 8"

#5 @ 12" (T & B)#5 @ 12" (T & B)

#5 @ 8"

1’-9" LAP

(TYP.)

3-#5 @ 6"

(T & B)

1’-6"

CAST IN PLACE

TENDON DUCT

COUPLER

SECTION D-D

PRECAST DECK PANEL PRECAST DECK PANEL

PRECAST PANEL PRECAST PANEL

#4 (TYP.)

CAST-IN-PLACE DECK DETAILS

X OF

BA112

FOR LOCATION OF SECTIONS A-A THRU D-D, SEE SHEET NO.

FOR STRAND TENDON LAYOUT, SEE SHEET NO.



c 4-0.6"d STRAND

TENDON

#6 @ 6" #6 @ 6"

c 4-0.6"d STRAND

TENDON

#4 @ 12" (TOP OF SIDEWALK)

#5 @ 12" (T & B)

#4 @ 12" (TOP OF SIDEWALK)

#5 @ 12" (T & B)

c 4-0.6"d STRAND

TENDON

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


\\N

yw

00

\






5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

6

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

PROGRESS PRINT

0 1 2

FEET1" = 1’-0"

1

SCALE

TYPICAL BLISTER ELEVATION

TOP OF TIE

GIRDER

TOP OF

SIDEWALK

A

A

VIEW A-A

c CABLE

HANGER

c CABLE

HANGER

c CABLE

HANGER

10n00’00"

TOP OF

SIDEWALK

TOP OF TIE

GIRDER

CAST-IN-PLACE DECK BLISTER

GEOMETRY AND DETAILSX OF

BA116

DATED FEB. 1, 2010

1

D261458



1805.81, 1807.70


\\N

yw

00

\






5-52118-030% DATE

S.H. 9527


JOB

MA

NA

GE

RD

ES

IGN

ED

BY

31

-JA

N-2

01

0 1

5:1

6

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=

DE

SIG

N S

UP

ER

VIS

OR

slam

CH

EC

KE

D B

YE

ST

IMA

TE

D B

YD

RA

FT

ED

BY

CH

EC

KE

D B

Y

PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.




COUNTY:


PIN

FEB. 1, 2010

index on sheet nos....addison county, vt contract no. d261458 lake ontario long island sound 8 6 9 4...

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