state of connecticut ground granular fill 150 mm for modified and intermediate 300 mm for standard...

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS

DESCRIPTION SHEET. NO.DATEREV.

ENGINEER:

92-522

CADD PLOTTED 11/12/2012

R. P. TALBOT

RECONSTRUCTION OF I-95 OVER

WEST RIVER M.C. DEEGAN

NEW HAVEN / WEST HAVEN

PB AMERICAS, INC.

STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

ssc-01-07-092522.dgnAPPROVED BY: DATE:





PRINCIPAL ENGINEER (SEALED AND CERTIFIED) *

* THIS SIGNATURE BLOCK IS DEDICATED TO THE PRIME DISCIPLINE PRINCIPAL ENGINEER/ARCHITECT

THAT IS RESPONSIBLE FOR CERTIFYING PLANS

RECONSTRUCTION OF I-95 OVER WEST RIVER

IN THE TOWNS OF

NEW HAVEN AND WEST HAVEN

STATE PROJECT NUMBER 092-522

VOLUME 1 : SUBSET 7

MISCELLANEOUS DETAILS

SUBSET COVERMISCELLANEOUS DETAILS

SSC-01.07

3 : 1 SIDE SLOPE

(TYP.)

3

1

INVERT AS SHOWN ON

CROSS SECTIONS

CULVERT END

OBJECT MARKER

W (M.C.E.)

OR E (R.C.C.E.)

RIPRAP (TYPE AS CALLED

FOR ON THE PLANS)

CHANNEL OR DITCH AS

SHOWN ON THE PLAN

PLAN

RIPRAP

LIMITS FOR M.C.E.

PIPE DIA.

CULVERT END

GRANULAR FILL

0.90 m FOR STD. RIPRAP

0.45 m FOR INT. RIPRAP

0.30 m FOR MOD. RIPRAP

GRANULAR FILL (0.15 m

FOR MODIFIED OR

INTERMEDIATE RIPRAP

& 0.3 m FOR

STANDARD RIPRAP)

ELEVATION

B LOCATION RIPRAP TYPEL

B LOCATIONL

PREFORMED SCOUR HOLE DIMENSION TABLE

C

B

F

W2 (SEE TABLE)

L (SEE TABLE)

GRANULAR FILL (0.15 m

FOR MODIFIED OR

INTERMEDIATE RIPRAP

& 0.3 m FOR

STANDARD RIPRAP)

A B

WIDTH (W) AS

PROPOSED SLOPES AND CROSS

SLOPES AS SHOWN ON CROSS

SECTIONS.

TURF ESTABLISHMENT

EROSION CONTROL MATTING

SLOPE A SLOPE B A B

1:12

1:4

1:4

1:4

12

12+4( )W

4

4+4( )W

4

12+4( )W

4

4+4( )W

EXISTING GROUND

GRANULAR FILL 150 mm FOR MODIFIED

AND INTERMEDIATE 300 mm FOR

STANDARD RIPRAPPAYMENT LIMITS FOR

CHANNEL EXCAVATION

SHOWN ON PLANS

PLAN

TYPICAL RIPRAP SWALE

DRAINAGE DETAILS

L

(METERS)

W1

(METERS)

W2

(METERS)

1.2 2.4

3.0 1.2 2.4

3.6 1.5 3.0

4.5 1.8 3.6

3.0 0.9 2.1

TYPE B RIPRAP APRON

W1 (SEE TABLE)

300mm MODIFIED RIPRAP

450mm INTERMEDIATE RIPRAP

900mm STANDARD RIPRAP

MISCELLANEOUS DRAINAGE

DETAILS

3.0I-95 STA. 0+529 41.4 m LT.

I-95 STA. 0+631 46.9 m LT.

I-95 STA. 0+737 45.0 m LT.

I-95 STA. 1+180 30.2 m RT.

RAMP A STA. 10+224 5.0 m LT.ELLA T. GRASSO BLVD.

STA. 10+359 19.4 m RT.

d

(METERS)

0.30

0.30

0.30

0.30

0.30

2 Sp

3 Sp

0.90 m FOR STD. RIPRAP

0.45 m FOR INT. RIPRAP

0.30 m FOR MOD. RIPRAP

Rp

Sp

CULVERT END

CULVERT END

ENDWALL

ENDWALL

d

0.3 m FOR CULVERT END

MODIFIED

MODIFIED

MODIFIED

MODIFIED

MODIFIED

MODIFIED 4.8 1.8 3.9 0.30

TYPICAL GRASS SWALE WITH

EROSION CONTROL MATTING

ELLA T. GRASSO BLVD.

STA. 10+044 40.8 m RT.

GEOTEXTILE

(SEPARATION)

GEOTEXTILE (SEPARATION)

ELEVATION

TYPE A & B RIPRAP APRON DIMENSION TABLE

TYPE A & B RIPRAP APRON DETAIL

RAMP B STA. 20+143

14.6 m LT.

I-95 STA. 1+900

66.8 m RT.

PREFORMED SCOUR HOLE TYPE I DETAIL

B

(METERS)

C

(METERS)

2Sp

(METERS)

3Sp

(METERS)

RIPRAP

TYPE

MODIFIED

F

(METERS)

MODIFIED

MODIFIED

MODIFIED

LC SWALE


STA. 10+361 22.5 m RT.


STA. 10+267 95.6 m RT.

1.5 1.8 0.6 0.9 0.2

4.6 5.5 1.8 2.7 0.5

6.1 7.3 2.4 3.6 0.6

4.6 5.5 1.8 2.7 0.5

MODIFIED

1:6 1:66

6+6( )W6

6+6( )W

1:6 1:26

6+2( )W2

6+2( )W

WIDTH AS SHOWN ON PLANS

GEOTEXTILE

(SEPARATION)

MDS-01

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

6:3

1:4

5 P

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11/1

2/2

012

t:\v

8cadd\p

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cts

\pb18735\f

d\h

ighw

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ontr

act_

sheets

\mds-0

1-0

92522.d

gn

CO

NNE CT ICU

T

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T R A NS

PO

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92-522


R. P. TALBOT




PB AMERICAS, INC.



mds-01-092522.dgnAPPROVED BY: DATE:


DRAINAGE

* 600 mm OR AS NOTED ON THE PLANS

DRAINAGE DETAILS

A

840

2 #16 (TYP.)

NORMAL CROSS

SLOPE OF

SHOULDER

1 200 mm WHERE C.B. IS IN SAG

1 800 mm ON UPGRADE SIDE OF

C.B. ON CONTINUOUS GRADE,

300 mm ON DOWNGRADE SIDE

OF C.B. ON CONTINUOUS GRADE

OR AS DIRECTED (TYPICAL ALL

CATCH BASINS).

PLAN

15

CLASS "A" CONCRETE CAST

IN PLACE OR PRECAST

CONCRETE UNIT

305 mm CLASS "A" CONCRETE

OR PRECAST CONCRETE UNIT

REINFORCED SIMILARLY.

REINFORCEMENT TO HAVE

MINIMUM 50 mm COVER AND

TO BE CONTINUOUS AROUND

CORNERS. INSIDE DIMENSIONS

TO REMAIN THE SAME.

THROAT OPENING (TYP.)

SECTION A-A

A

13 mm JOINT SEAL AND PREFORMED

EXPANSION JOINT FILLER AT FACE

OF BASIN TOP AGAINST PRECAST

CONCRETE BARRIER CURB.

APPLY DAMPPROOFING

ON ALL FOUR WALLS

AND FLOOR

DOWELS FROM BASE SLAB TO

BE SAME SIZE AND SPACING

OF SHORT BARS IN BASE SLAB.

EXTEND 500 mm INTO THE

WALLS.

305

50 mm DRAINAGE OPENINGS IN FOUR

WALLS AT OR ABOVE THIS ELEVATION

NOTES

PRECAST CONCRETE UNIT NOTES

PRECAST CONCRETE UNITS MAY BE USED IN PLACE OF CLASS "A"

CONCRETE WITH THE FOLLOWING CONDITIONS:

1.

2.

3.

305 mm BASE SLAB

REINFORCED WITH #16 AT

300 mm EACH WAY.

PROVIDE 75 mm CONCRETE

COVER TO REINFORCEMENT

IN TOP LAYER.

520

305

PROVIDE 4 ADDITIONAL

#16 AT EACH PIPE OPENING

1050

DETAIL A

PERVIOUS BACKFILL ABOVE

THIS ELEVATION. MAXIMIUM

DEPTH 1 000 mm BELOW

TOP OF STRUCTURE

GUTTER

LINE

ALL DIMENSIONS ARE SHOWN IN MILLIMETERS UNLESS OTHERWISE NOTED.

195660195

305

195

305

305

195

TYPE "C-M" CATCH BASIN

6 mm EXPANSION JOINT

195

830195

1 220

1 830

480

305

DEPRESSED GUTTER

GRADE

NORMAL GUTTER

GRADE

SECTION B-B

480

240 240

195

305

195




TOP OF STRUCTURE

1 500 mm MIN.

DETAIL "A"

15

2 #16 (TYP.)

NORMAL GUTTER GRADE

FRAME AND GRATE

TOP OF CONCRETE

125

JOINT SEAL

(TYP.)

CROSS SLOPE AS

PER CROSS SECTION

VERTICAL FACES ON

FRONT AND SIDES

25 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

13

F-SHAPE PRECAST CONCRETE

BARRIER CURB (530 X 1145)

(SEE NOTES FOR EXCEPTION)

F-SHAPE PRECAST CONCRETE BARRIER

CURB (530 X 1145), (TYPICAL)





J. L. WOZNIAK

THROAT OPENING TO BE CAST IN F-SHAPE PRECAST CONCRETE BARRIER

CURB (530 X 1145). SEE SPECIAL PROVISIONS.

EXCEPTION - THROAT OPENING TO BE CAST IN PRECAST CONCRETE

BARRIER CURB TRANSITION UNIT WHERE MEDIAN WIDTH IS GREATER THAN

610 mm BUT LESS THAN 1065 mm.

FOR DETAILS OF FRAME AND GRATE SEE STANDARD SHEET M507-K.

EACH GRATE SHALL HAVE 2 LOCKDOWN BRACKETS (2 PER BASIN). EACH

BRACKET SHALL BE INCLUDED IN THE COST OF EACH TYPE "C-M"

CATCH BASIN.

CATCH BASIN TOP SHALL BE HEAVY DUTY.

ALL FACES OF CATCH BASINS IN CONTACT WITH CONCRETE PAVEMENT

SHALL BE COVERED WITH A LAYER OF TAR PAPER, THE COST OF WHICH

SHALL BE INCLUDED IN THE PRICE BID FOR THE CATCH BASIN.

THE COST OF 13 mm AND 25 mm PREFORMED EXPANSION JOINT FILLER

FOR BRIDGES SHALL BE INCLUDED IN THE PRICE BID FOR CATCH BASIN.

MAKE ALLOWANCES TO SET CATCH BASIN TOPS 50 mm BELOW FINISHED

GRADE AS REQUIRED BY STAGING AND PLACEMENT OF FINAL PAVEMENTS

AFTER RESETTING

OF TOPS.

REINFORCEMENT AND KEYWAYS WILL BE NECESSARY.

THE DIMENSIONS MAY BE VARIED, PROVIDED THAT THE INSIDE

DIMENSIONS OF THE UNITS ARE GREATER THAN THE MINIMUM INSIDE

DIMENSIONS SHOWN.

WALLS SHALL HAVE THE SAME THICKNESS AND REINFORCEMENT AS

DETAILED FOR CLASS "A" CONCRETE CONSTRUCTION.

JOINTS BETWEEN PRECAST UNITS SHALL BE HORIZONTAL AND

MORTARED.

THE CONTRACTOR SHALL SUBMIT ALTERNATE DESIGNS IN ACCORDANCE

WITH ASTM C-913 FOR WALL THICKNESSES LESS THAN 205 mm FOR

BASINS UP TO 3 000 mm OR 305 mm FOR BASINS OVER 3 000 mm

DEEP AS SHOWN ON THE PLANS.

A.

B.

MDS-02

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.





MISCELLANEOUS DRAINAGE

DETAILS

TYPE "C-M" CATCH BASIN DOUBLE GRATE TYPE l

DRAINAGE DETAILS

305

A


520

840

195

830

2 #16 (TYP.)

NORMAL CROSS

SLOPE OF

SHOULDER







CATCH BASINS).

PLAN

DETAIL B

15


IN PLACE OR PRECAST

CONCRETE UNIT








TO REMAIN THE SAME.


SECTION A-A

195

1 220

1 830

480

305

DEPRESSED GUTTER

GRADE

NORMAL GUTTER

GRADE

A





APPLY DAMPPROOFING

ON ALL FOUR WALLS

AND FLOOR





WALLS.

610

305


WALLS AT OR ABOVE THIS ELEVATION SECTION B-B

480

240 240

195

305

195

NOTES




1.

2.

3.

1 500 mm MIN.

305 mm BASE SLAB


300 mm EACH WAY.



IN TOP LAYER.

520

610

305



1180

DETAIL A




TOP OF STRUCTURE

GUTTER

LINE

6

S100x14.1

10 mm FOR 50 mm DEPRESSION


89 x 10 (TYP.)

6

6

25 mm DEPRESSION, 3 x 13 BACK-UP STRIP

TACK WELDED TO FRAME



15

NORMAL GUTTER GRADE

FRAME AND GRATE

125

CROSS SLOPE AS

PER CROSS SECTION

25 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

TOP OF CONCRETE13

2 #16 (TYP.)

VERTICAL FACES ON

FRONT AND SIDES

JOINT SEAL

(TYP.)

DETAIL "A"

DETAIL "B"




TOP OF STRUCTURE


S100 X 14.1

19 mm DIA HOLES FOR

2 - #16 BARS (TYP.)










J. L. WOZNIAK






EXCEPTION - THROAT OPENING TO BE CAST IN PRECAST CONDRETE

BARRIER CURB (610 X 815) WHERE MEDIAN WIDTH IS 610 mm. SEE

STANDARD DRAWING M821A FOR DETAILS.



BRACKET SHALL BE INCLUDED IN THE COST OF EACH TYPE "C-M"

CATCH BASIN DOUBLE GRATE TYPE I.









AFTER RESETTING

OF TOPS.




DIMENSIONS SHOWN.




MORTARED.





A.

B.

MDS-03

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.





DRAINAGE

I-95

BL

305305

A


520 520

C

660

840 840

#13 AT 450 mm

195

830

15

2 #16 (TYP.)

#13 AT 450 mm (TYP.)

NORMAL CROSS

SLOPE OF

SHOULDER

GUTTER

LINE







CATCH BASINS).

PLAN

DETAIL A

15


IN PLACE OR PRECAST

CONCRETE UNIT








TO REMAIN THE SAME.


GRANULAR

FILL

SECTION A-A

DETAIL "A"

195

1 220

1 830

480



305



DEPRESSED GUTTER

GRADE

NORMAL GUTTER

GRADE

C

A







JOINT FILLER

MATERIAL

(TYP.)



D

APPLY DAMPPROOFING

ON ALL FOUR WALLS

AND FLOOR

D





WALLS.

610

305



305

#16 AT 300 mm

#16 AT 150 mm

#19 AT 300 mm

500

SECTION C-C

SECTION D-D

BOTTOM OF

BARRIER CURB

SECTION B-B

480

240 240

195

305

195




TOP OF STRUCTURE

NOTES




1.

2.

3.

1 500 mm MIN.

305 mm BASE SLAB


300 mm EACH WAY.



IN TOP LAYER.

660

15

2 #16 (TYP.)

NORMAL GUTTER GRADE

FRAME AND GRATE

TOP OF CONCRETE

125

JOINT SEAL

(TYP.)

CROSS SLOPE AS

PER CROSS SECTION

VERTICAL FACES ON

FRONT AND SIDES

25 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

13


TYPE "C-M-2" CATCH BASIN

DRAINAGE DETAILS


1 800

3 480

1 800

1 550

2 870





BRACKET SHALL BE INCLUDED IN THE COST OF EACH TYPE "C-M-2"

CATCH BASIN.









AFTER RESETTING

OF TOPS.

J. L. WOZNIAK




DIMENSIONS SHOWN.




MORTARED.





A.

B.

MDS-04

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

6:3

1:5

4 P

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11/1

2/2

012

t:\v

8cad

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roje

cts

\pb

18

73

5\f

d\h

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way

\co

ntr

act_

sh

eets

\md

s-0

4-0

92

52

2.d

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CO

NNE CT ICU

T

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ME

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T

T R A NS

PO

RT

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N

T R A NS

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O F

92-522


R. P. TALBOT




PB AMERICAS, INC.





DRAINAGE

ALL DIMENSIONS ARE SHOWN IN MILLIMETERS UNLESS OTHERWISE NOTED.DRAINAGE DETAILS

TYPE "C-M-2" CATCH BASIN DOUBLE GRATE TYPE II

305

520

660

840 840

15

GUTTER

LINE







CATCH BASINS).

PLAN

DETAIL A








TO REMAIN THE SAME.

SECTION A-A

DETAIL "A"

JOINT FILLER

MATERIAL

(TYP.)

APPLY DAMPPROOFING

ON ALL FOUR WALLS

AND FLOOR





WALLS.

610

305



305

NOTES




1.

2.

3.

A A






I-95

BL

NORMAL CROSS

SLOPE OF

SHOULDER

F-SHAPE CAST-IN-PLACE CONCRETE


GRANULAR FILL

520 15

305

CLASS "A" CONCRETE

CAST-IN-PLACE TOP


2 400

960



305

DEPRESSED GUTTER

GRADE

NORMAL GUTTER

GRADE

SECTION B-B

960

240 240




TOP OF STRUCTURE

1 500 mm MIN.

50 (TYP.)

SEE NOTE

2L 89 x 64 x 12.7

6

6

S100 x 14.1

DETAIL B

2-#16 BARS 1 130 mm

LONG EACH SIDE

2-#16 BARS 2 240 mm

LONG EACH SIDE

DETAIL ’’B’’



305 mm BASE SLAB


300 mm EACH WAY.



IN TOP LAYER.

C

C

DD


BARRIER CURB (530 X 1145), (TYPICAL)

1 790

305

660



13

15

NORMAL GUTTER GRADE

FRAME AND GRATE

TOP OF CONCRETE

CROSS SLOPE AS

PER CROSS SECTION

125

VERTICAL FACES ON

FRONT AND SIDES

JOINT SEAL

(TYP.)

25 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

19 mm DIA HOLES

FOR 2 -#16 BARS

2240 m LONG (TYP.)

S100 X 14.1

#13 AT 450 mm #13 AT 450 mm (TYP.)

#16 AT 300 mm

#16 AT 150 mm

#19 AT 300 mm

500

SECTION C-C SECTION D-D

BOTTOM OF

BARRIER CURB


1 800

3 480

1 800

1 550

2 870


CURB (530 X 1145). F-SHAPE CAST-IN-PLACE CONCRETE BARRIER CURB IS

50 mm LARGER BELOW THE GUTTER LINE THAN THE ADJACENT F-SHAPE

PRECAST CONCRETE BARRIER CURB SECTIONS. SEE SPECIAL PROVISIONS

FOR F-SHAPE PRECAST CONCRETE BARRIER CURB (530 X 1145).


EACH GRATE SHALL HAVE 2 LOCKDOWN BRACKETS (8 PER BASIN). ALL

BRACKETS SHALL BE INCLUDED IN THE COST OF EACH TYPE "C-M-2"

CATCH BASIN DOUBLE GRATE TYPE II.









AFTER RESETTING

OF TOPS.

J. L. WOZNIAK




DIMENSIONS SHOWN.




MORTARED.





A.

B.

MDS-05

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.





DRAINAGE

1180

2 #16 (TYP.)


IN PLACE OR PRECAST

CONCRETE UNIT








TO REMAIN THE SAME.

1 800

AND VARIES

GRANULAR

FILL

SECTION A-A

1 550

AND VARIES

JOINT FILLER

MATERIAL

(TYP.)

D





WALLS.

610

305 3 390

AND VARIES



520 520 15 15

I-95

BL

C1 800

AND VARIES

4 000

AND VARIES

PLAN

C

A

1360

NORMAL CROSS

SLOPE OF

SHOULDER







CATCH BASINS).

GUTTER

LINE

15

NORMAL GUTTER GRADE

FRAME AND GRATE

125

CROSS SLOPE AS

PER CROSS SECTION

25 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

TOP OF CONCRETE13

2 #16 (TYP.)

VERTICAL FACES ON

FRONT AND SIDES

JOINT SEAL

(TYP.)

DETAIL "A"


195

830195

1 220

1 830

480

305

DEPRESSED GUTTER

GRADE

NORMAL GUTTER

GRADE

SECTION B-B

480

240 240

195

305

195

1 500 mm MIN.

19 mm DIA HOLES FOR

2 - #16 BARS (TYP.)

S100 X 14.1


#16 AT EACH PIPE OPENINGPERVIOUS BACKFILL ABOVE



TOP OF STRUCTURE

#13 AT 450 mm

#16 AT 300 mm

#16 AT 150 mm

#19 AT 300 mm

500

SECTION C-C

SECTION D-D

BOTTOM OF

BARRIER CURB

DRAINAGE DETAILS


840

GUTTER

LINE


A





305

APPLY DAMPPROOFING

ON ALL FOUR WALLS

AND FLOOR

D

305

305 mm BASE SLAB


300 mm EACH WAY.



IN TOP LAYER.

520

660











NOTES




1.

2.

3.

6

S100x14.1



89 x 10 (TYP.)

6

6




DETAIL "B"


#13 AT 450 mm

(TYPICAL)

DETAIL B

DETAIL A

305

J. L. WOZNIAK






EXCEPTION - THROAT OPENING TO BE CAST IN PRECAST CONDRETE

BARRIER CURB (610 X 815) WHERE MEDIAN WIDTH IS 610 mm. SEE

STANDARD DRAWING M821A FOR DETAILS.




CATCH BASIN.









AFTER RESETTING

OF TOPS.




DIMENSIONS SHOWN.




MORTARED.





A.

B.

MDS-06

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

6:3

2:0

1 P

M

11/1

2/2

012

t:\v

8cad

d\p

roje

cts

\pb

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73

5\f

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way

\co

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sh

eets

\md

s-0

6-0

92

52

2.d

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CO

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T

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T R A NS

PO

RT

AT

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N

T R A NS

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O F

92-522


R. P. TALBOT




PB AMERICAS, INC.




MISCELLANEOUS DRAINAGEDETAILS

305

1180

2 #16 (TYP.)


IN PLACE OR PRECAST

CONCRETE UNIT








TO REMAIN THE SAME.

GRANULAR

FILL

SECTION A-A

JOINT FILLER

MATERIAL

(TYP.)



D

APPLY DAMPPROOFING

ON ALL FOUR WALLS

AND FLOOR

D





WALLS.

610

305



305

305 mm BASE SLAB


300 mm EACH WAY.



IN TOP LAYER.

1180

520 520 15 52052015

I-95

BL

C

PLAN

C

A








A

1360

NORMAL CROSS

SLOPE OF

SHOULDER







CATCH BASINS).

GUTTER

LINE

1360

GUTTER

LINE

15

NORMAL GUTTER GRADE

FRAME AND GRATE

125

CROSS SLOPE AS

PER CROSS SECTION

25 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

TOP OF CONCRETE13

2 #16 (TYP.)

VERTICAL FACES ON

FRONT AND SIDES

JOINT SEAL

(TYP.)

DETAIL "A"


195

830195

1 220

1 830

480

305



DEPRESSED GUTTER

GRADE

NORMAL GUTTER

GRADE

SECTION B-B

480

240 240

195

305

195

1 500 mm MIN.

19 mm DIA HOLES FOR

2 - #16 BARS (TYP.)

S100 X 14.1


#16 AT EACH PIPE OPENINGPERVIOUS BACKFILL ABOVE



TOP OF STRUCTURE

#13 AT 450 mm

#13 AT 450 mm (TYP.)

#16 AT 300 mm

#16 AT 150 mm

#19 AT 300 mm

500

SECTION C-C

SECTION D-D

BOTTOM OF

BARRIER CURB

NOTES




1.

2.

3.


6

S100x14.1



89 x 10 (TYP.)

6

6





DETAIL "B"

DRAINAGE DETAILS



DETAIL B

DETAIL A

305

1 800

4 520

1 800

1 550

3 910






CATCH BASIN.









AFTER RESETTING

OF TOPS.

J. L. WOZNIAK




DIMENSIONS SHOWN.




MORTARED.





A.

B.

MDS-07

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.





DRAINAGE

10(TYP.)

WELDED STUD

STEEL FLAT (TYP.)

ANGLE (TYP.)

WELDED STUD

FOR #16 BARS

(4 EACH)

L

L

6

6

(TYP.)

(TYP.)

GRATE

204

DETAIL A

6

A

B

B

EACH SIDE

(TYP.)

A

51 mm MIN. COVER

125

959

93310 mm DIA. x 102 mm

13 mm DIA. x 125 mm

#16 BAR

SEE NOTE 2

C CATCH BASIN FRAME

64

10

38

38

#16 BAR

CATCH BASIN

GENERAL NOTES

THESE HEAVY DUTY CATCH BASIN TOPS, FRAMES AND GRATES ARE TO

BE USED ON EXISTING CATCH BASINS AT LOCATIONS INDICATED IN THE

TABLE ON THIS PLAN. HEAVY DUTY CATCH BASIN TOPS ARE REQUIRED IN

LOCATIONS WHERE HIGH SPEED TRAFFIC ON I-95 AND RAMPS WILL BE

OPERATING DIRECTLY ON OR IN CLOSE PROXIMITY TO THE CATCH BASINS.

HEAVY DUTY CATCH BASIN TOPS ARE TEMPORARY UNITS. IF EXISTING

BASINS ARE TO REMAIN UPON COMPLETION OF THE PROJECT, THE HEAVY

DUTY TOP SHALL BE REMOVED AND REPLACED WITH THE ORIGINAL TOP

WHEN TRAFFIC IS NO LONGER OPERATING ON OR IN CLOSE PROXIMITY

TO THE CATCH BASINS.

HEAVY DUTY CATCH BASIN TOPS, FRAMES AND GRATES SHALL BE PAID

FOR UNDER THE ITEM "SPECIAL TYPE "C-L" CATCH BASIN TOP".

STATION BASELINE EXIST. TOP

EXISTING CATCH BASINS TO

RECEIVE HEAVY DUTY TOPS

PLAN-HEAVY DUTY FRAME LONGITUDINAL SECTION

PLAN-HEAVY DUTY TOP DETAIL A

SECTION B-BSECTION A-A

PLAN

ELEVATION

CATCH BASIN LOCKDOWN BRACKET

CATCH BASIN GRATE AND FRAME NOTES

HEAVY DUTY FRAME TO BE USED AT LOCATIONS INDICATED ON THIS SHEET.

HEAVY DUTY CATCH BASIN TOP AND FRAME WILL BE PAID FOR UNDER ITEM - SPECIAL TYPE

"C-L" CATCH BASIN TOP.

STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE WITH ARTICLE M.06.03.

ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1.

DIMENSIONAL TOLERANCE SHALL BE + 2 mm.

NOTES

NOTES

ANGLE TO BE DETERMINED

BY THE CONTRACTOR

BASED ON FIELD

MEASUREMENTS OR

FABRICATION DIMENSIONS

STEEL FOR BRACKETS SHALL CONFORM TO ASTM A709 GRADE 250,

10 mm THICK, AND SHALL BE HOT DIPPED GALVANIZED AFTER

FABRICATION ACCORDING TO ASTM A123.

TWO LOCKDOWN BRACKETS SHALL BE INSTALLED FOR EACH CATCH

BASIN, ONE AT EACH END OF THE FRAME.

FRAMES SHALL BE STEEL, CONFORMING TO DETAILS ON STANDARD SHEET

M507-K, EXCEPT BEARING BARS SHALL BE MODIFIED TO FIT PROPOSED

FRAME.

1+253 RT I-95 ’C-L’

1+182 LT I-95 ’C-L’

1+252 LT I-95 ’C-L’

1+252 LT I-95 ’C-L’

1+295 LT I-95 ’C-L’

1+360 LT I-95 ’C-L’

1+360 LT I-95 ’C-L’

1+440 LT I-95 ’C-L’

1+440 LT I-95 ’C-L’

1+536 RT I-95 ’C-L’

HEAVY DUTY CATCH BASIN TOPS SHALL BE CLASS "A" CONCRETE POURED IN PLACE OR

PRECAST CONCRETE UNITS.

OUTSIDE DIMENSIONS OF CATCH BASIN TOP FOR USE ON NEW CATCH BASINS SHALL BE

PER DETAILS OF VARIOUS CATCH BASIN TYPES AS SHOWN IN PLANS.

1.

2.

HEAVY DUTY TOPS FOR EXISTING CATCH BASINS

DRAINAGE DETAILSALL DIMENSIONS ARE SHOWN IN MILLIMETERS UNLESS OTHERWISE NOTED.

MDS-08

TOWN:PROJECT TITLE:

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SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

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92-522


R. P. TALBOT




PB AMERICAS, INC.





DRAINAGE

N.T.S.

DETAIL A

#13 @ 250

3-#29 @ EQ. SP.

E.F. ALL AROUND

DRAINAGE DETAILS

JUNCTION CHAMBER

M.C. DEEGAN

MDS-09

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92-522


R. P. TALBOT




PB AMERICAS, INC.




30 BAR DIAMETERS

600 MIN. (TYP.)

INTERRUPTED

REINF. (TYP.)

100 (TYP.)

USE NOT LESS THAN ONE HALF

INTERRUPTED BARS EACH SIDE

EACH FACE PROVIDE 2-#19 MIN.

EACH SIDE EACH FACE

FOR OPENING 305 mm AND

SMALLER SPREAD BARS

AROUND OPENING

OPENING LARGER THAN 305 mmN.T.S.

PLAN - WALL CORNER REINFORCEMENT

PLACEMENT TYPICAL

40 BAR DIAMETERS

NOTE 1

DEVELOPMENT LENGHT ( d)

BUT NOT LESS THAN 40 BAR

DIAMETERS AND NOT LESS

THAN A STANDARD HOOK.

1.

NOTE:

N.T.S.

SIZE AND SPACING OF

CORNER BARS TO MATCH

OUTSIDE REINFORCEMENT

SECTION B-BN.T.S.

305 2440 305

PRECAST CONC. ROOF PANELS

SEE DETAILS THIS SHEET

GEOTEXTILE

~

CAST-IN-PLACE

BASE SLAB

ADDITIONAL 2-#19

W/STD. HOOK E.F.

ALL PIPE OPENINGS (TYP.)

150

EXPANDING

WATERSTOP

STRIP ALL

AROUND (TYP.)

#19 @ 300

EW (TYP.)

#19 @ 300 EW

~

EXIST. GRADE

EL.= 2.800?

CRUSHED STONE

INV.

-0.134

EL. 2.002

SEE DETAIL ’A’

EL. -0.438

600

(TYP.)300

MIN.

B

B

A A

RED VALVE CO. 48" (1200 mm)

TF-1 TIDEFLEX WITH THIMBLE

PLATE OR APPROVED EQUAL (TYP.)

N.T.S.

JUNCTION CHAMBER

PLAN

380 2740 305

1350 mm x 1040 mm

ALUM. PIPE ARCH

FLOW

FLOW

1200 mm

ALUM.

675

3121

600 mm DIA.

OPENING (TYP.)

2 ADDITIONAL

#13 T&B (TYP.)

PROVIDE 4-900 kg

BURKE FLAT FOOT

ANCHORS PER PANELC

C

PRECAST CONCRETE ROOF PANELS

PLANN.T.S.

380 2740 305

150 (TYP.)

GEOTEXTILE

~

EXPANDING WATERSTOP

STRIP ALL AROUND (TYP.)

36-16 mm THREADED ROD (A36) AT

EQUAL SPACING WITH WASHERS,

NUTS AND 6x100 RUBBER GASKET

ALL AROUND. DRILL AND INSTALL

W/HVA ADHESIVE (HILTI OR EQUAL

@ MIN. 190 mm EMBEDMENT.

SECTION A-AN.T.S.

CRUSHED STONE

MH FRAME AND COVER

SEE STANDARD

DRAWING M507-A

SEE DETAIL ’A’

EXPANDING WATERSTOP

STRIP ALL AROUND (TYP.)

1408 1332

6 mm (TYP.)

ALL SIDES

SECTION C-C

N.T.S.

#13 @

300 (TYP.)

#13 @

150 (TYP.)1332 1408

6

146

(TYP.)


DRAINAGE

J. L. WOZNIAK

FLOW

450 mm RCP

600 mm ALUMINUM

600 mm ALUMINUM

375 mm RCP

375 mm RCP

375 mm RCP

375 mm RCP

375 mm RCP

375 mm RCP

600 mm RCP

600 mm RCP

600 mm RCP

SCALE: 1:50 SCALE: 1:50 SCALE: 1:50

450 mm RCP

SPECIAL MANHOLE

MANHOLE

MANHOLE

MANHOLE

375 mm ALUMINUM

375 mm ALUMINUM

375 mm RCP

SPECIAL MANHOLE

SPECIAL MANHOLE

HYDRODYNAMIC SEPARATOR

(SITE NO. 1)


(SITE NO. 2)

HYDRODYNAMIC

SEPARATOR

HYDRODYNAMIC

SEPARATOR

HYDRODYNAMIC

SEPARATOR

MDS-10


(SITE NO* 3)

TOWN:PROJECT TITLE:

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SHEET NO.:

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R. P. TALBOT




PB AMERICAS, INC.




FLOW

SCALE: 1:20

1220 mm DIA.

150 mm WIDE CONCRETE BLOCK

OR CAST-IN-PLACE REINFORCED

CONCRETE WEIR

CREST ELEV. = 1.160

SPECIAL MANHOLE FOR HYDRODYNAMIC

SEPARATOR (SITE NO. 1)

TO HYDRODYNAMIC

SEPARATOR

FLOW

SCALE: 1:20

1220 mm DIA.



CONCRETE WEIR

CREST ELEV. = 2.792


SEPARATOR (SITE NO. 2)

TO HYDRODYNAMIC

SEPARATOR

SCALE: 1:20

FLOW

1220 mm DIA.



CONCRETE WEIR

CREST ELEV. = 1.128

TO HYDRODYNAMIC

SEPARATOR


SEPARATOR (SITE NO* 3)

BLOCKS TO RAISE

UPHILL EDGE

A

A

BERM

INTERMEDIATE/TEMPORARY GRADE

CATCH BASIN TOP TOP OF SLOPE BERM

SHALL BE AT FINISHED GRADE

SLOPE STABILIZATION

FINISHED GRADE

OF SLOPE

TRACKING ON MULCH & SEED

SEEDED & MULCHED

SEEDED & MULCHED

TRACKED SLOPE

GRADED SLOPE

3035

40

45

50

5560

SUN

RPM

50

10

15

20

25

X100

200

250150

SUN

TEMP.

SUN

OIL

0 100

50

PSI25 75

GEOTEXTILE

WATER FILTERED THROUGH

50mm CRUSHED STONE

GEOTEXTILE 50mm CRUSHED STONE

50mm CRUSHED STONE

THE CONTRACTOR SHALL TRACK IF DIRECTED BY

THE ENGINEER ON TOP OF THE SEEDED AND MULCHED

AREA . A GROUSER PAD SHOULD BE USED, A STREET

PAD IS NOT ACCEPTABLE.

EARTH SLOPES SHALL BE TRACKED UNLESS OTHERWISE

DIRECTED BY THE ENGINEER. TRACKING SHALL

CONSIST OF TRAVERSING THE SLOPES WITH CLEATED

TRACKS SO THAT THE CLEAT INDENTATIONS ARE

HORIZONTAL.WHERE TOPSOIL IS TO BE PLACED ON

SLOPE, THE TRACKING IS TO BE DONE PRIOR TO THE

INSTALLATION OF THE TOPSOIL.

DIRECTION OF FLOW DIRECTION OF FLOW

1200 1200 600

DIRECTION OF FLOW

1200 1200

2.

1. ALL DIMENSIONS IN MILLIMETERS (EXCEPT WHERE NOTED).

SAG CONDITION

DIRECTION OF FLOW

1200

ON GRADE ON GRADE

1200

(TYPE "C-L" CB)

SAG CONDITION

PAVED APRONS SHALL BE INSTALLED AT ALL

TYPE C-L CATCH BASINS.

NOTES:

1. THE CONTRACTOR SHALL MAINTAIN THE

EARTHEN BERM AS DIRECTED BY THE ENGINEER.

2. NO ADDITIONAL PAYMENT WILL BE MADE FOR

GEOTEXTILE. THE COST SHALL BE INCLUDED

IN THE UNIT PRICE FOR CRUSHED STONE.

TRACKING ON MULCH

EROSION CONTROL BERM

PAVED APRON FOR TYPE "C-L" CATCH BASIN

SLOPE

STRAW/HAY "PUNCHED"

INTO THE SOIL

BY TRACTOR CLEATS

PLAN

SECTION A-A

CONC. BLOCK TO RAISE TOP

NOTES:

PAVED APRON (50mm BIT.

CONC. CLASS "3" ON 100mm

ROLLED GRAVEL BASE) (TYP. ALL)

PAVED APRON SLOPE 1:12

TOWARD CB (TYP. ALL)

TRACKING PLAN

(TYPE "C-L" CB DOUBLE GRATE TYPE II) (TYPE "C-L" CB DOUBLE GRATE TYPE I) (TYPE "C-L" CB)


SEDIMENTATION&EROSION CONTROL

MDS-11

TOWN:PROJECT TITLE:

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PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

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92-522


R. P. TALBOT




PB AMERICAS, INC.




A

A

ROAD

1/3 OR LESS

AS DIRECTED IN DEEP SWALES

EXISTING

H

H

ELEVATION AS THE SPILLWAY OR GREATER.

A

A

50mm CRUSHED STONE

150mm DEPTH

GEOTEXTILE TO

STABILIZE FOUNDATION

( TO BE PAID AS ’’ 50MM CRUSHED STONE ’’ )

50MM CRUSHED STONE

* MAXIMUM HEIGHT OF CHECK DAM SHOULD

NOT EXCEED 1/3 HEIGHT OF THE CHANNEL.

THE ENDS OF THE CHECK DAM SHALL BE THE SAME

’’U’’ SHAPED CHECK DAM

WHERE DIRECTED BY THE ENGINEER, CONTRACTOR SHALL CONSTRUCT

50MM CRUSHED STONE CHECK DAM IN LIEU OF THE SILT FENCE CHECK DAM.

(INCLUDED IN UNIT PRICE FOR

"ANTI-TRACKING PAD")

STONE DIKE

CHECK DAM

ANTI-TRACKING PAD

SECTION A-A

STONE CHECK DAM



MDS-12

TOWN:PROJECT TITLE:

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SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

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92-522


R. P. TALBOT




PB AMERICAS, INC.




SECURELY SEALED.

WHEN SEDIMENTATION DEPOSITS REACH WITHIN 75mm OF THE TOP OF

BALES, REMOVE SEDIMENTATION OR ADD ADDITIONAL BALES ON

SEDIMENTATION DIRECTLY BEHIND FIRST ROW OF BALES AS

DIRECTED BY ENGINEER.

UPON ESTABLISHMENT OF GROUND COVER ON DISTURBED AREAS AND

WHEN DIRECTED BY ENGINEER, HAY BALES WILL BE REMOVED AND

USED AS MULCH. ANY SEDIMENTATION WILL BE THINLY SPREAD

UPON ESTABLISHED GROUND COVER.

FLOWTWO STAKES PER BALE

FILL VOIDS WITH

LOOSE STRAW

PLACE BALES SO BINDINGS ON

BALES ARE PARALLEL TO THE GROUND

SEDIMENT

SECOND ROW

FIRST ROW

RIGHT

WRONG

SEDIMENT

BALES PLACED AWAY FROM TOE OF SLOPE HAVE A LARGER CONFINEMENT

AREA. ADDITIONAL BALES SHOULD BE ADDED BEHIND ORIGINAL BALES

BEFORE SEDIMENTATION TOPS THE FIRST BALES.

FLOW FLOW FLOW

FLOW

FLOW

CATCH BASIN

WOODEN LATERAL

CROSS BRACES

AS NEEDED

FLOW

BALES SHALL BE ONLY USED AS A TEMPORARY BARRIER AND FOR

NO LONGER THAN 60 DAYS. THEY SHALL NOT BE USED ON A

JOB ADJACENT TO A RESIDENTIAL NEIGHBORHOOD, RESIDENCES

OR ADJACENT TO OR IN A WATERCOURSE.

BACKFILL AND COMPACT

EXCAVATED SOIL ON

UPHILL SIDE OF BALES.

SLOPE

WINGS

ENGINEERING FABRIC OR

HAY BALE SILT FENCE

WHEN USING SILT FENCE ALONG TOE OF SLOPE,

ADD WINGS TO PREVENT SEDIMENT FROM MOVING

ALONG THE FENCE AND OFF THE SITE. SPACING

OF THE WING SHALL BE DETERMINED BY THE

ENGINEER.

BACKFILL

STAKE

FABRIC

FABRIC

TRENCHED

GUY ROPE

FABRIC LAYED

IN GROUND

BACKFILLED

FABRIC TOE TRENCHING

FABRIC TOE

SELF SUPPORTING SILT FENCE SHOULD BE PLACED SO THE FENCE

LEANS TOWARD THE SOURCE OF SEDIMENT. SPACING OF STAKES AND

USE OF GUY ROPES ARE DETERMINED ACCORDING TO FIELD NEEDS.

GUY ROPE/WIRE AND TIE BACK STAKE SHOULD BE OF SUFFICIENT SIZE

TO WITHSTAND THE EXPECTED LOAD. FOLLOW MANUFACTURER’S

RECOmmENDATION FOR TRENCH DIMENSIONS.

25mm X 100mm WOODEN STAKES

DRIVEN .3M MIN.

INTO GROUND

FILTER FABRIC TUCKED

150mm-300mm INTO GRADE

100 100

150mm

150mm

FILTER

FLOW

ENTRENCH BALES TO A

DEPTH OF 50mm TO 100mm

FLOW

BASIN

CATCH

BALES SHOULD BE ENTRENCHED 50 TO 100 mm AND

TIGHTLY BUTTED TOGETHER. BALES CAN BE SUCCESSFULLY PLACED

WITHOUT A TRENCH IF GOOD GROUND CONTACT IS MADE. REMOVE

HEAVY BRUSH AND FILL ALL VOIDS WITH LOOSE STRAW.

FLOW

1. MINIMUM STAKE LENGTH IS 1050mm.

2. MINIMUM STAKE EMBEDMENT DEPTH IS 450mm.

3. MINIMUM LENGTH OF SILT FENCE IS 4.5M

4. MAXIMUM POST SPACING IS 3.0M

5. JOINTS ONLY AT SUPPORT POST WITH MINIMUM 150mm OVERLAP,

6. SEDIMENTATION DEPOSITS SHALL BE REMOVED WHEN IT REACHES 1/2

THE HEIGHT OF THE SILT FENCE.

7. SILT FENCE SHALL NOT BE USED IN A WATER COURSE.

8. UPON ESTABLISHMENT OF GROUND COVER ON DISTURBED AREAS, AND

WHEN DIRECTED BY THE ENGINEER, FENCE WILL BE REMOVED AND

ANY SEDIMENTATION WILL BE THINLY SPREAD UPON EXISTING

GROUND COVER.

1.

2.

A)

B)

C)

D)

IF DIRECTED BY THE ENGINEER,

50mm CRUSHED STONE SHALL BE

USED FOR INLET CONTROL IN LIEU

OF SILT FENCE OR HAY BALES.

SEE DRAWING NO MDS- DETAIL

"STONE CHECK DAM"

SILT FENCE OR HAY BALES SHALL BE

PAID AS SEDIMENTATION CONTROL

SYSTEM.

SILT FENCE INSTALLATION

SEDIMENTATION CONTROL SYSTEM

TOE OF SLOPE HAY / STRAW BALES

CATCH BASIN IN A DEPRESSION

INSTALLATION

PREFERRED PLACEMENT

END VIEW

HAY BALE INSTALLATION

AT CATCH BASIN

SILT FENCE INSTALLATION

AT CATCH BASIN

NOTES:

NOTES:



MDS-13

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.




DEPTH AS FOUND IN THE FIELD

CUT BIT. CONC. PAVEMENT

EXISTING RESURFACING

MATERIAL FOR TACK COAT

EXISTING PAVEMENT SURFACE

TOUCHDOWN NO.1

AT EXISTING RESURFACED PAVEMENT

FOR OVERLAY DEPTH

SEE TYPICAL SECTIONS

TRANSITION LENGTH :

REMOVE EXISTING TAPER2

.36m PER mm DIFFERENCE IN DEPTH OF OVERLAY



EXISTING PAVEMENT

TOUCHDOWN NO.2

AT EXISTING BITUMINOUS CONCRETE PAVEMENT

40mm MINIMUM

40mm

SEE TYPICAL SECTIONS FOR OVERLAY DEPTH

TRANSITION LENGTH :

CUT AND REMOVE BIT. CONCRETE PAVEMENT 2

CUT AND REMOVE BIT. CONC. PAVEMENT 3

40mm

40mm

CUT AND REMOVE BIT. CONC.

PAVEMENT 2

40mm

14.4m

14.4m


TYPICALY BE AT FIRST CONSTRUCTION JOINT OFF THE BRIDGE.

2

LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD. THIS WILL

REMOVAL OF BITUMINOUS CONCRETE PAVEMENT TO BE PAID

TO BE DONE ON LEADING END ONLY FOR FIRST COURSE.

1

3

4



EXISTING PAVEMENT

TOUCHDOWN NO.3


AT PRESSURE RELIEF JOINT

25mm MINIMUM

WHEN OVERLAY IS PLACED IN TWO COURSES,

BOTTOM COURSE SHOULD TAPER TO 25mm

TRANSITION LENGTH :

CUT CONCRETE PAVEMENT

MATCH

DEPTH

OF

EXISTING

CONCRETE

40mm

25mm

40mm

4.5m

CUT CONC. PAVEMENT1

PRESSURE RELIEF JOINT1




EXISTING PAVEMENT

TEMPORARY TOUCHDOWN DURING CONSTRUCTION

SEE TYPICAL SECTIONS FOR OVERLAY DEPTH TRANSITION LENGTH :

CUT BITUMINOUS CONCRETE PAVEMENT

.30m PER mm DEPTH OF OVERLAY

BIT. CONC. CLASS 1 OR 24

EXISTING OVERLAY REMOVE EXISTING TAPER EXISTING PAVEMENT SURFACE

SEE TYPICAL SECTIONS FOR OVERLAY DEPTH SEE TYPICAL SECTIONS FOR OVERLAY DEPTH SEE TYPICAL SECTIONS FOR OVERLAY DEPTH

TRANSITION LENGTH :

WHEN OVERLAY IS PLACED IN TWO OR MORE COURSES,

BOTTOM COURSE SHOULD TAPER

TRANSITION AT EXISTING OVERLAY OR BETWEEN VARYING DEPTHS OF OVERLAY




TRANSITION LENGTH :

TRANSITION BETWEEN VARYING DEPTHS OF OVERLAY AT BRIDGES

.36 m PER mm DIFFERENCE IN DEPTH OF OVERLAY

SEE BRIDGE PLANS FOR OVERLAY DEPTH



TRANSITION LENGTH :

WHEN OVERLAY IS PLACED IN TWO OR MORE COURSES,BOTTOM COURSE SHOULD TAPER

BRIDGE DECK

APPROACH SLABS

WHEN OVERLAY IS PLACED IN TWO OR MORE COURSES,

BOTTOM COURSE SHOULD TAPER

REMOVAL OF BITUMINOUS

PAVEMENT AS REQUIRED

REMOVAL OF BITUMINOUS

PAVEMENT AS REQUIRED2 2

BRIDGE DECK

PLAN

ELEVATION

.36 m PER mm DIFFERENCE IN DEPTH OF OVERLAY

TRANSITION LENGTH

0.36m PER mm

TRANSITION LENGTH

0.36m PER mm

OVERLAY DEPTH AS

SHOWN ON BRIDGE PLANS

MILL CONCRETE PAVEMENT


PAVEMENT TOUCHDOWNS

FOR AS "MILLING FOR BITUMINOUS CONCRETE (0 MM TO 100 MM)".

TEMPORARY TOUCHDOWN IS TO BE REMOVED PRIOR TO

CONTINUATION OF OVERLAY.

5 SEE SPECIAL PROVISION "SECTION 4.06 - BITUMINOUS CONCRETE" FOR

ADDITONAL INFORMATION REGARDING PERMANENT PAVEMENT

TRANSITIONS INCLUDING PAYMENT.

6 TEMPORARY PAVEMENT TRANSITIONS MAY BE REQUIRED DURING PAVING

OPERATIONS. ALL TEMPORARY TRANSITONS SHALL BE REMOVED PRIOR

TO THE CONTINUATION OF PAVING. SEE SPECIAL PROVISION "SECTION

4.06 - BITUMINOUS CONCRETE" FOR TEMPORARY TRANSITION LENGTHS

AND PAYMENT.

MDS-14

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.




ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED

PIER

437

Subbase

Material

530530 Varies

Subbase

Material

1145

VARIES

Min. Min.

ELEVATION

Lifting Key150

13 R.

Pier

A

A

C

C

A

A

1

1 PLAN

G

G

Pier

6100 6 MAX. OPEN JOINT (TYP.)

530

255

Subbase

Subbase

FILLER FOR BRIDGES.

TO RECEIVE CAP.

530

END VIEW

25 DIA. HOLE 230 DEEP FOR DOWEL

(GALVANIZED)

255

230

230

150

150

BAR DOWEL(GALVANIZED)

230 DEEP FOR

DOWEL

BOTH ENDS

CHAMFER

1 1

D

E E

D 1

100

SEE DETAIL "B"

1145

#16M

40 X 150 SLOT

255 DEEP

25 DIA. HOLE

40 X 150 SLOT, 255 DEEP

25 DIA. X 455 PLAIN BAR DOWEL

305

380

13 mm

13 X 13 JOINT SEAL

13 mm PREFORMED EXPANSION JOINT

2 /

22

102 x 102 - MW25.8 X MW25.8

Welded Steel Wire Fabric

25

1525 (Typ.)

1 1

1

#16M @300 MAX.

100 mm Cast In Place

Concrete Expansion

Joints Every 6100 mm

With Preformed 13 mm

Expansion Joint Filler

For Bridges. Cap Joints

Shall Coincide With

Barrier Joints.

PRECAST CONC. BARRIER CURB (530 X 1145)

Top of

Pavement

Top of

Pavement

Top of

Pavement

Top of

Pavement

LOCATION OF MANUFACTURER

IDENTIFICATION AND DATE OF

MANUFACTURE

SECTION ’’D - D’’ & ’’D1 - D1’’

DOWEL DETAIL AT ENDSSECTION "E-E"

AND "E1-E1"

530 X 1145 UNIT

SECTION ’’A-A’’ & ’’A - A ’’

BARRIER CURB UNIT

530 X 1145 PRECAST CONCRETE

SHALL BE CAST WITH 100 X 100 KEY

100


PRECAST CONCRETE BARRIER CURB

13 x 13 Joint Seal

437MM X 1145MM PRECAST CONCRETE

BARRIER CURB ADJACENT TO PIER

Top of

Pavement

#16M @300 MAX.

437

255

Subbase

25 R

1145

#16M



MANUFACTURE

437 X 1145 UNIT

(TO BE USED ADJACENT TO PIERS

PAID FOR AS 530 X 1145 PCBC)

VERTICAL PRECAST CONCRETE BARRIER CURB

50 COVER (TYP.)

50 COVER (TYP.)

25 R

300

(TYP.)

13 mm PREFORMED

EXPANSION JOINT

FILLER FOR BRIDGES

M.C. DEEGAN

MDS-15

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

92-522


R. P. TALBOT




PB AMERICAS, INC.




MDS-16



MANUFACTURE

Lifting Key150

PLAN

JOINT (TYP.)6100

B

B

150

180

330

Subbase



MANUFACTURE

Surface

610

Paved

ELEVATION

BARRIER CURB UNIT

150

380

END VIEW

255

CONTINUOUS KEY

SEE DETAIL ’’A’’

25 DIA. HOLE 230 DEEP FOR DOWEL

(GALVANIZED)255

230

230

150

150

SECTION ’’D - D’’ & ’’D1 - D1’’

DOWEL DETAIL AT ENDS

4O

SLOPE 4O

- 30’ SLOPE

DETAIL ’’A’’

BAR DOWEL

(GALVANIZED)

230 DEEP FORDOWEL

610

150

E E

D

D

END VIEW

BOTH ENDS

CHAMFER

#

#

#

SECTION ’’E - E’’ & ’’E1 - E1’’

SECTION ’’B-B’’

D

E E

D 1

6 MAX. OPEN

25

1525 (Typ.)

13 R

75

815

50 25 R (TYP.)

50 COVER

15M AT 300 MAX.

25 R

15M

610x815 UNIT

305

380

40 X 150 SLOT

255 DEEP

25 DIA. HOLE

610 X 815 UNIT

40 X 150 SLOT, 255 DEEP

25 DIA. X 455 PLAIN BAR DOWEL

305

380

13 mm

30

30

ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT AS NOTED.

15M TYP.

1 1

1

610x815 PRECAST CONCRETE


PRECAST CONCRETE BARRIER CURB

END VIEW

BOTH ENDS

CHAMFERPLAN

15575 75

13 mm

2-530 X 1145 UNITS

610 X 815 UNIT

TRANSITION UNIT - USED TO TRANSITION

FROM 2-530 X 1145 UNITS TO A 755 X 1145 UNIT

PAID FOR UNDER THE ITEM "PRECAST CONCRETE

BARRIER CURB (755mm x 145mm)"

20 m

1800755

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

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92-522


R. P. TALBOT




PB AMERICAS, INC.




TEMPORARY IMPACT ATTENUATOR SYSTEM TYPE A

960

960 640L ARRAYC

640

SAND FILLED PLASTIC BARRELS

MODULE MASS kg

450

(MAX.)

DIRECTION OF TRAVEL

DE-9

320

640

640

180

900

(TYP.)

960

960 640L ARRAYC

640

SAND FILLED PLASTIC BARRELS

MODULE MASS kg450

(MAX.)

DIRECTION OF TRAVEL

DE-9

900

(TYP.)

SECURING PLATE

40 mm

85 mm

50 mm

150 mm

40 mm

85 mm

100 mm

150 mm

120 mm

400 mm

100 mm

400 mm

50 mm

LEFT SIDE

200 mm

200 mm

RIGHT SIDE

40 mm

SLOT TO BE FILLED WITH

NON-SHRINK, NON-STAINING

GROUT

PRECAST CONCRETE BARRIER

CURB CLOSURE

HOLES DRILLED FOR 19 mm THREADED RODS

TO BE INSTALLED IN FIELD USING CHEMICAL

ANCHORS. (TYP.)

NON-SHRINK

NON-STAINING

GROUT

25 mm DIA. DOWEL

CUT FLUSH AND

PAINT WITH ONE

COAT OF PINC

DUST PINC OXIDE

PAINT

CENTER BARRELS

ON OBSTRUCTION

CENTER BARRELS

ON OBSTRUCTION

SECONDARY ROADS

EXPRESSWAYS AND RAMPS

CONSTRUCT 600 mm (MIN.) CAST-IN-PLACE CLOSURE POUR TO CONNECT EXISTING VERTICAL SHAPE AND

PROPOSED VERTICAL PRECAST CONCRETE BARRIER CURB FOR MEDIAN RECONSTRUCTION. DRILL AND

GROUT 25 mm DIAMETER PLAIN BAR DOWEL (GALV.) INTO EXISTING PRECAST BARRIER CURB WITH

APPROVED CHEMICAL ANCHORING SYSTEM. HOLE DIAMETER AND EMBEDMENT DEPTH SHALL BE AS

RECOMMENDED BY MANUFACTURER OF CHEMICAL ANCHORING MATERIAL. CLOSURE POUR SHALL BE

INCLUDED IN THE CONTRACT UNIT PRICE FOR "REMOVE AND RESET CONCRETE MEDIAN BARRIER".

REFER TO STANDARD SHEET M821-A FOR BARRIER DETAILS.

I-95 CONCRETE MEDIAN BARRIER

CONNECTION DETAILS

AT BRIDGE NO. 00165

640

640 320

320

90 90320 180

320

IMPACT VELOCITY < 70Km/hr.

IMPACT VELOCITY < 90Km/hr.


MDS-18

MASONRY NOISE BARRIER WALL

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

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92-522


R. P. TALBOT




PB AMERICAS, INC.





MDS-19

MASONRY NOISE BARRIER WALL

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

6:3

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92-522


R. P. TALBOT




PB AMERICAS, INC.





MDS-20

SERVICE BRIDGES

SLOPE PAVING

MAY BE USED AS STRINGERS

C R O S S S E C T I O N

S E R V I C E B R I D G E S

L U M B E R D I M E N S I O N S A R E C O M M E R C I A L S I Z E S

1’-0’’ 1’-0’’ 1’-0’’ 1’-0’’ 1’-0’’ 1’-0’’ 1’-0’’ 1’-0’’3’’3’’

FORM

CONCRETE SURFACEFORM

APPROX. DIM.

GRAVEL RAMPGRAVEL RAMP

3 ’ - 6’’

2’’ X 6’’ TIE

6’’ X 10’’ SILL

1 ’ - 2’’2’’ X 6’’ TIE

3’’ X 6’’ PLANKING AT 8’’ CTR. TO CTR.

2’’ X 6’’ TIE

6’’ X 10’’ SILL

6’’ X 6’’ STRINGERS

3’’ X 6’’ PLANKS SPIKED TOGETHER

2’’ X 6’’ TIE 2’’ X 6’’ TIE

6’’ X 6’’ STRINGER

3’’ X 6’’ PLANKING

12’ - 0’’

2’’ MINIMUM

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

6:3

2:4

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92-522


R. P. TALBOT




PB AMERICAS, INC.




PIEZOMETER

TIP

DETAIL

CONCRETE SAND FILL

TUBING

CASING

ORIGINAL GROUND

EMBANKMENT

OUTSIDE COUPLING

CAP

WITH PIEZOMETER NUMBER AS LISTED

IN THE TABLE BELOW PAINTED BLACK.

TYPICAL PIEZOMETER INSTALLATION

DETAIL "A"

CONCRETE SAND FILL

CLAY SEAL

CLAY SEAL

CONCRETE SAND PLUG

OTTAWA SAND FILTER SURROUNDING THE

BASE OR CENTER LINE

STATIONING INCREASES

90

3A 3B 3C

3000 3000

90

STATION

APPROX. LOCATION OF

PIEZOMETERS

TYPICAL PLANSHOWING GROUPING & METHOD

OF LOCATING PIEZOMETERS

ALL PARTS THAT COULD

TOUCH POLYETHYLENE OR

EQUAL TUBING MUST BE

SMOOTH WITH EDGES ROUNDED.

SILVER SOLDER CABLE

IN DRILLED HOLES.

GROOVED GALVANIZED RING

SINGLE SUSPENDING CABLE IS

ATTACHED TO RING BY A LOOP

WITH THIMBLE.

TWO THICKNESSES AT RIGHT ANGLES. EACH THICKNESS TO

DIMENSIONAL LUMBER TO BE T. & G. AND OF SOUND QUALITY.

GRADE DURING CONSTRUCTION OF

EMBANKMENT.

NIPPLE TO BE PAINTED YELLOW

WITH PLATFORM NUMBER AS LISTED

IN TABLE BELOW PAINTED BLACK.

STD. PIPE RAIL HEAVY

FLOOR FLANGE.

& REPLACE MUCK AND PLACE

ON FIRM GROUND.

PIPE. THREADED ENDS.

OUTSIDE

COUPLING

STD. PIPE CAP

FILL CONTROL STAKE

DETAILS OF SETTLEMENT PLATFORM

TAMPING HAMMER

WEATHERPROOF FACE.

LOCATION OF FILL CONTROL STAKES

LINE & STATIONAPPROX.

OFFSET OFFSET

APPROX.LINE & STATION

LOCATION OF PIEZOMETERS

PIEZOMETER PIEZOMETER PIEZOMETER

NUMBER NUMBER NUMBER

LINE & LINE & LINE &

STATION STATION STATION

APPROX. APPROX. APPROX.

OFFSET OFFSET OFFSETPOROUS TIP POROUS TIP POROUS TIP

D-APPROX. D-APPROX. D-APPROX.

NUMBER

LINE &

STATION

APPROX.

OFFSET NUMBER

LINE &

STATION

APPROX.

OFFSET NUMBER

LINE &

STATION

APPROX.

OFFSET

PLATFORM PLATFORM PLATFORM

LOCATIONS OF SETTLEMENT PLATFORMS

PIEZOMETERS

SETTLEMENT PLATFORM

FILL CONTROL STAKES

NUMBER OF PIEZOMETERS IN THIS GROUP

THE ARABIC NUMERALS AND LETTERS

REMOVE TOPSOIL OR REMOVE

6 mm VENT HOLE

THE ROMAN NUMERALS INDICATE THE’’A’’

ARE USED IN REFERING TO TABLE ’’LOCA-

TION OF PIEZOMETERS’’ AT FAR LEFT.

300 mm NIPPLE TO BE PAINTED ORANGE

65

PIEZOMETER TIP

13 mm BOLTS, NUTS & WASHERS

= 300 mm

10 AT 30 mm

600

6 mm x 300 mm x 300 mm PLATE

6 mm x 300 mm x 300 mm PLATE

50 mm DIA. STD. BLACK

KEEP TOP MINIMUM OF 50 mm ABOVE

3.0 mm DIA. STANDARD CABLE

ELEV. OF

DEPTH (m)

ELEV. OF

DEPTH (m)

ELEV. OF

DEPTH (m)

19 mm x 900 mm x 900 mm PLYWOOD (MARINE GRADE) NAILED TOGETHER

BE (3) 25 mm x 300 mm x 900 mm, (6) 25 mm x 150 mm x 900 mm, OR

25 mm I.D.

50 mm O.D.

PIEZOMETERS, SETTLEMENT PLATFORM

FILL CONTROL STAKES


MDS-21

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:

DRAWING TITLE:

REVISIONS


NOT TO SCALE

ENGINEER:

6:3

2:4

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92-522


R. P. TALBOT




PB AMERICAS, INC.




state of connecticut ground granular fill 150 mm for modified and intermediate 300 mm for standard...

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