7/18/2014

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CLEARING AND GRUBBING (INCLUDES REMOVAL OF LOAD POSTING SIGNS, HAZARDOUS CLEARANCE MARKERS, AND DELIVERY OF SIGNS TO TOWNSHIP)

CLASS 1 EXCAVATION

CLASS 3 EXCAVATION

FOREIGN BORROW EXCAVATION

SELECTED BORROW EXCAVATION ROCK, CLASS R-8 MODIFIED

GEOTEXTILE, CLASS 2, TYPE A

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 58-28, < 0.3 MILLION ESALS, 25.0 MM MIX, 4 1/2" DEPTH MODIFIED

SUBBASE 6" DEPTH (NO. 2A)

SUBBASE (NO. 2A)

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 58-28, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L MODIFIED

BITUMINOUS TACK COAT

MOBILIZATION

TERMINAL SECTION, SINGLE

ANCHOR TERMINAL, BACKSLOPE

TYPE 2-S GUIDE RAIL

TYPE 2-SC GUIDE RAIL

TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSETS)

SELECTED MATERIAL SURFACING

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON OTHER SURFACES

CONSTRUCTION SURVEYING, TYPE D

SEEDING AND SOIL SUPPLEMENTS - FORMULA D

SEEDING - FORMULA E

MULCHING - STRAW

COMPOST FILTER SOCK, 12" DIAMETER315

1

2

4

17

57

50

41

94

1

3

86

86

58

86

86

41

42

9

37

38

42010001LS

02030001CY

02040100

CY02050100

CY42050368

TON02120002

SY

43090023SY

03500106SY

03500121

TON44090085

SY04600001

SY46080001

LS

06200400EACH

06200863EACH

06201075

LF06201100

LF46201100

LF06770002

TON

06800121SY

06860050LS

08040013

LB08040014

LB08050022

TON08670012

LF

REVISIONS DATE BY ROUTE SECTION SHEET

SUMMARYREVISION NO

T-410 8

ALBANY TOWNSHIP

OF

DISTRICT

3-0

COUNTY

BRADFORD

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

- SEE SPECIAL PROVISIONS

STR - STRUCTURE

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

STR

5

5

5

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B)

RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS)

CLASS AA CEMENT CONCRETE

CLASS A CEMENT CONCRETE

SELECTED BORROW EXCAVATION, STRUCTURE BACKFILL

REINFORCEMENT BARS, EPOXY COATED

DOWEL HOLES, 18" DEPTH

REMOVAL OF PORTION OF EXISTING BRIDGE

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERSTRUCTURE)

FABRICATED STRUCTURAL STEEL

PLAIN NEOPRENE BEARING PAD

SHEAR CONNECTORS

ADHESIVE ANCHORS, NO. 4 BAR

CLASS AAA CEMENT CONCRETE, LIGHTWEIGHT13

36

368

8

5663

68

12

4244

39

2

6

2

1009370113

EACH

09410001EACH

10010001CY

10010010CY

10010730

CY

10020053

LB

10030008EACH

10180050LS

10190050SY

10500020

LB

10500080EACH10560470

EACH

90000001EACH

90010000CY

PA STRUCTURE MOUNTED GUIDE RAIL BRIDGE BARRIER

CONCRETE WASHOUT

90952001

98550005

50LF

LS

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

OF5REVISIONS DATE BY ROUTE SECTION SHEET

REMARKS

TABULATION OF QUANTITIESREVISION NO

T-410

ROADWAY

DISTRICT

3-0COUNTY

BRADFORD

SIDE STATIONS

8

SY

UN

IT

CLA

SS

1EX

CA

VA

TIO

N

FOR

EIG

NB

OR

RO

WE

XC

AV

ATI

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SELE

CTE

D B

OR

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W E

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ATIO

N R

OC

K,C

LASS

GE

OTE

XTI

LE, C

LAS

S 2

, TY

PE

A

SU

PE

RP

AV

E A

SP

HA

LT M

IXTU

RE

DES

IGN

, HM

A B

AS

E

SU

BB

AS

E 6

" DE

PTH

(NO

. 2A

)

R-8

MO

DIF

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SU

BB

AS

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O. 2

A)

SU

PE

RP

AVE

AS

PH

ALT

MIX

TUR

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ES

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, HM

A

BIT

UM

INO

US

TA

CK

CO

AT

CO

UR

SE

, PG

58-

28, <

0.3

MIL

LIO

N E

SA

LS, 2

5.0

MM

TER

MIN

AL

SE

CTI

ON

,SIN

GLE

AN

CH

OR

TE

RM

INA

L, B

AC

KS

LOP

E

TYP

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UID

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AIL

MIX

, 4 1

/2" D

EP

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OD

IFIE

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TYP

E 2

-SC

GU

IDE

RA

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TYP

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-SC

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IDE

RA

IL (W

ITH

22

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MA

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SU

RFA

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8-28

, < 0

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SO

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ME

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- FO

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ULA

D

SE

ED

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MU

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9.5

MM

MIX

, 1 1

/2" D

EP

TH, S

RL-

L M

OD

IFIE

D

CO

MPO

ST

FILT

ER

SO

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, 12"

DIA

ME

TER

GU

IDE

RA

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YP

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0212

SY

SY

0106

0350

0368

4205

0001

0085

TON

0121

0350

TON

EA

CH

0620

SY

0460

4409

4620LF0620

EA

CH

0863

0620

0002

0677LF1100

1100

0620

0804LB0013

0804

TON

1075

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0022

0805LB0014LF

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CH

0113

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0867

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CY

9855

0001 LS0005

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CH

0941

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0203

0001

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0100

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0400

ENTIRE PROJECT4 2 1 315 2

SHOP FORM 1 PANEL @ 10' RADIUS 1+78.86 2+24.261 25 9.375 12.5

TOLT

1 DELINEATOR EACH RADIUS SECTION, PLACE DELINEATORS @ 37.5' (-) TANGENT SECTIONS 1+78.86 3+12.31

10TOLT & RT

1+83.50 2+08.4413

TOBL

381+83.50 3+70.00

589 8 30TOBL

SHOP FORM 1 PANEL @ 10' RADIUS 1+90.38 2+37.811 25 12.5 12.5

TORT

43 432+08.44 2+33.44

43 43TOBL

SHOP FORM 1.5 PANELS @ 25' RADIUS 2+55.06 2+99.481 18.75 9.375 12.5

TOLT

43 432+59.43 2+84.43

43 43TOBL

42 412+64.98 2+86.17TORT

SHOP FORM 1 PANEL @ 10' RADIUS 2+69.08 3+12.311 25 9.375 12.5

TORT

2+84.43 3+70.0044

TOBL

38 9 42 41 86 86 58 86 86 3 1 93.75 40.625 50 57 4 2 1 315 10 2 8 30TOTALS

P:\8417\8417-001 Bridge A\AT\Albany A.MDBSHEET 1 OF 1 7/21/2014 7:31:57 AM

7/18/2014/ /

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SHEET OF1 1 P:\8417\8417-002 Bridge B\AT\Albany B.MDB 7/21/2014 7:50:14 AM

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5

CLEARING AND GRUBBING (INCLUDES REMOVAL OF LOAD POSTING SIGNS, HAZARDOUS CLEARANCE MARKERS, AND DELIVERY OF SIGNS TO TOWNSHIP)

CLASS 1 EXCAVATION

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

SELECTED BORROW EXCAVATION ROCK, CLASS R-6 MODIFIED

GEOTEXTILE, CLASS 2, TYPE A

GEOTEXTILE, CLASS 4, TYPE A

FLOWABLE BACKFILL, TYPE C MODIFIED

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 58-28, < 0.3 MILLION ESALS, 25.0 MM MIX, 4 1/2" DEPTH MODIFIED

SUBBASE 6" DEPTH (NO. 2A)

SUBBASE (NO. 2A)

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 58-28, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L

BITUMINOUS TACK COAT

MOBILIZATION

TERMINAL SECTION, SINGLE

TYPE 2-S GUIDE RAIL

TYPE 2-SC GUIDE RAIL

TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSET BLOCKS)

SELECTED MATERIAL SURFACING

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON OTHER SURFACES

CONSTRUCTION SURVEYING, TYPE D

SEEDING AND SOIL SUPPLEMENTS - FORMULA B

SEEDING AND SOIL SUPPLEMENTS - FORMULA D

SEEDING - FORMULA E

MULCHING - STRAW1

1

1

2

18

41

50

13

88

4

162

162

56

162

162

12

58

74

69

13

54

42010001LS

02030001CY

02050281

CY42050366

TON02120002

SY02120014

SY

42200020CY

43090023SY

03500106

SY03500121

TON44090085

SY04600001

SY

46080001

LS

06200400EACH

06201075

LF06201100

LF46201100

LF06770002

TON

06800121SY

06860050LS

08040011

LB08040013

LB08040014

LB08050022

TON

REVISIONS DATE BY ROUTE SECTION SHEET

SUMMARYREVISION NO

T-377 7

ALBANY TOWNSHIP

OF

DISTRICT

3-0

COUNTY

BRADFORD

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

- SEE SPECIAL PROVISIONS

STR - STRUCTURE

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

STR

STR

STR

5

5

5

5

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

5

PUMPED WATER FILTER BAG

COMPOST FILTER SOCK, 12" DIAMETER

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B)

RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS)

CLASS AA CEMENT CONCRETE

CLASS A CEMENT CONCRETE

REINFORCEMENT BARS, EPOXY COATED

DOWEL HOLES, 10" DEPTH

REMOVAL OF PORTION OF EXISTING BRIDGE

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERSTRUCTURE)

FABRICATED STRUCTURAL STEEL

PLAIN NEOPRENE BEARING PAD

SHEAR CONNECTORS

GRS-IBS SUBSTRUCTURE

448

8

14782

112

12

6910

8

13

2

9

275

108550003

EACH

08670012LF

09370113

EACH

09410001

EACH10010001

CY

10010010

CY

10020053LB

10030004EACH

10180050LS

10190050

SY

10500020LB

10500080

EACH

10560470EACH

90000002LS

DE-ENGERGIZING OF OVERHEAD POWER LINES

STREAM DIVERSION SYSTEM

CONCRETE WINGWALL REPAIR

CLASS AAA CEMENT CONCRETE, LIGHTWEIGHT

PA STRUCTURE MOUNTED GUIDE RAIL BRIDGE BARRIER

CONCRETE WASHOUT

90000003

90000004

90000005

90010000

90952001

98550005

21

75

LS

LS

LS

CY

LF

LS

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

OF5REVISIONS DATE BY ROUTE SECTION SHEET

REMARKS

TABULATION OF QUANTITIESREVISION NO

T-377

ROADWAY

DISTRICT

3-0COUNTY

BRADFORD

SIDE STATIONS

7

SY

UN

IT

CLA

SS1

EXC

AVAT

ION

SE

LEC

TED

BO

RR

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EXC

AV

ATI

ON

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ARSE

SELE

CTE

D B

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W E

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N R

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K,C

LASS

AGG

REG

ATE,

NO

.1

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OTE

XTI

LE, C

LAS

S 2

, TY

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LAS

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, TY

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FLO

WA

BLE

BA

CK

FILL

, TY

PE

C M

OD

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D

R-6

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DIF

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SU

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RP

AV

E A

SP

HA

LT M

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DE

SIG

N, H

MA

BA

SE

SU

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OFF

SE

T

CO

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SE

, PG

58-

28, <

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MIL

LIO

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SA

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5.0

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" DE

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TRAW

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AG

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GC

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RS

E, P

G 5

8-28

, < 0

.3 M

ILLI

ON

ESA

LS,

9.5

MM

MIX

, 1 1

/2" D

EP

TH, S

RL-

L

CO

MPO

ST

FILT

ER

SO

CK

, 12"

DIA

ME

TER

GU

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RA

IL M

OU

NTE

D D

ELI

NE

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, (W

/B)

RE

SE

T P

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D S

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S, T

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(RE

SE

T

CO

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RE

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AS

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(FO

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FOR

MA

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NU

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ON

E L

AN

E B

RID

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SIG

NS

)

BLO

CK

S)

0212

SY

0014

0002

0212

SY

CY

0020

4220

0366

4205

0121

0106

SY

0023

4309

TON

SY

4409

TON

0350

0350

0620LF0620

SY

0001

0460

1100

4620LF1100

1075

0620

0804

TON

0002

0677LF0400 LB0013

0804LB0011

EA

CH

TON

0022

0805LB0014

0804

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M

9855 LS0005

EA

CH

0941

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EA

CH

0867

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0113

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0855

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0203

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0205

0281

CY

0085

ENTIRE PROJECT2 1 11 1 275 2

1+55.00 1+98.3626

TOBL

411+55.00 3+25.00

56 9TOBL

SHOP FORM 1 PANEL @ 20' RADIUS 1+80.34 2+23.311 25 6.25 12.5

TORT

1 DELINEATOR EACH RADIUS SECTION, PLACE DELINEATORS @ 37.5' (-) 1+80.34 3+08.859

TO

SHOP FORM 1 PANEL @ 20' RADIUS 1+85.04 2+23.311 25 12.5

TOLT

13REMOVE TEMPORARY ACCESS ROAD (AS DIRECTED) 1+85.13 2+34.87TO

TEMPORARY ACCESS ROAD (AS DIRECTED)58

1+85.13 2+34.8713

TO

1+98.36 2+23.3650 50 50 50

TOBL

NEAR ROCK PROTECTION35 39 6

2+19.00 2+30.91TO

FAR ROCK PROTECTION34 35 6

2+53.13 2+63.26TO

MAINLINE 2+60.77 3+02.0083 83 83 83

TOBL

SHOP FORM 1 PANEL @ 20' RADIUS 2+60.81 2+79.571 12.5 12.5

TORT

FAR LEFT GUIDE RAIL - SHOP FORM 2.5 PANELS @ 90' RADIUS AND 1 PANEL @ 20' RADIUS 2+60.81 3+08.85

1 25 6.25 12.5TOLT

PAVED DRIVE 2+88.9129 29 29 29

RT

3+02.00 3+25.0015

TOBL

54 13 69 74 58 12 162 162 56 162 162 4 87.5 12.5 50 41 2 1 1 1 1 275 9 2 9TOTALS

P:\8417\8417-002 Bridge B\AT\Albany B.MDBSHEET 1 OF 1 7/21/2014 7:42:42 AM

EM

BA

NK

ME

NT

(FO

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FOR

MA

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32