Borings_and_Wingwall_Construction_Plans_at_SE_corner_of_Church_St_Bridge.pdf

INDEX OF DRAWINGS

DRAWING TITLE

NUMBER

SHEET

NUMBER

SHEET

DRAWING TITLE

J.J.M.

SUBSET COVER SHEET

RW1-00

BORINGS

SECTIONS AND DETAILS - 1

SECTIONS AND DETAILS - 2

METAL BRIDGE RAIL - PROTECTIVE FENCE (5'-0" HIGH)

DESIGNED BY: WSP USA Inc.

GENERAL PLAN AND ELEVATION WALL 201

26 - WALL 201

WALL 201 SUBSET COVER SHEET

WALL 201

26.07

26.06

26.05

26.04

26.03

26.02

26.01

METAL BRIDGE RAIL ATTACHMENT DETAILS

B.T.S

APPROVED BY:

ENGINEER:

:3

:5

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A -0

R W

S u b s e t.

d g n

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10-0507_RW1_00_Subset.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAY

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

26.01

APPROVED BY:

ENGINEER:

:3

:2

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A

R W

G P

N E .d g n

SCALE „"=1'-0"

8'4' 16'

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10_0507_RW1_01_GPNE.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAY

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

PRO ELEV=26.02 STA=615+43.55, OFF = -478.14 BL =ORANGE BL

RW1-01

ELEVATION

10.00

15.00

20.00

25.00

30.00

35.00

SCALE „" = 1'-0"

SCALE „" = 1'-0"

C O

N N E

C T

IC

U T

C O

O R

D

IN

A T E

G R

ID

E 550830.448

N 170847.521

S-101

GENERAL PLAN

CLASS "A" CONCRETE:

EXPOSED EDGES:

CONCRETE COVER:

REINFORCEMENT: ALL REINFORCEMENT SHALL BE ASTM A615, GRADE 60.

CONCRETE NOTES:

GENERAL NOTES:

NOTES:

UTILITIES NOTE:

CONSTRUCTION JOINTS:

TABLE OF QUANTITIES

ITEM UNIT QUANTITY

STRUCTURE EXCAVATION - EARTH (COMPLETE)

PERVIOUS STRUCTURE BACKFILL

CLASS "A" CONCRETE

DEFORMED STEEL BARS

DAMPROOFING

C.Y.

C.Y.

C.Y.

C.Y.

S.Y.

LB

S.Y.

L.F.

REMOVAL OF EXISTING FENCE L.F. 20

GEOTEXTILE (SEPARATION-MEDIUM SURVIVABILITY)

C.Y.REMOVAL OF EXISTING MASONRY 3

P.M.M/C.Y.L

PT STA. 120+55.90

120+00

E 550881.563

N 170804.177

120+50

SOUTH SERVICE DR.

PROPOSED GUTTERLINE

OF WALL

FRONT FACE

OF FOOTING

TOE EDGE

OF WALL

BACK FACE

OF FOOTING

HEEL EDGE

PROPOSED GUTTERLINE

10.00

15.00

20.00

25.00

30.00

35.00

(TYP.)

4" ~ WEEPHOLE

1'-0" (TYP.)

MAX

10'-0"

(FRONT FACE OF WALL)

PROPOSED GRADE

APPROXIMATE

17'-6‚" 12'-5ƒ"

FRONT FACE OF WALL

MEASURED ALONG

(HIGHWAY ITEM)

(TYPE R-B 350)

METAL BEAM RAIL

BOTT. OF FTG

EL. 15.00|

WALL SECTION A WALL SECTION B

E 550829.427

N 170845.729

MATCH EXISTING

(5'-0" HIGH) TO

PROTECTIVE FENCE

BRIDGE RAIL-

PROPOSED METAL

LBDEFORMED STEEL BARS (EPOXY COATED)

E 550838.052

N 170835.333

SOUTH FRONTAGE RD/ROUTE 34 E

B

EL. 27.00

TOP OF PARAPET

STREET BRIDGE JOINT

EXISTING CHURCH

ABUTMENT

STREET BRIDGE

EXISTING CHURCH

B

R

N O

C H

U R

C H

S

B R I D

G E

C H

U R

H

R E

E T

TO REMAIN, SEE NOTE 2

EXISTING WINGWALL

METAL BRIDGE RAIL-PROTECTIVE FENCE (5'-0" HIGH)

EPOXY COATED REINFORCING BARS:

N

'1

.8

E

EXISTING PARAPET

EL. 31.31|, MATCH

STA. 119+93.15|

BEGIN WALL

EL 26.66

STA. 120+60.08

END WALL

COMPACTED GRANULAR FILL

37L.F.DRILLING AND GROUTING REINFORCING BARSEXISTING GRADE

APPROXIMATE

12" COMPACTED GRANULAR FILL

JOINT

CONSTRUCTION

JOINT (TYP. UNO)

CONTRACTION

17'-11" 17'-11"

WALL SECTION C

" SIDEWALK (HIGHWAY ITEM)

RECONSTRUCTED

(TRAFFIC ITEM)

SEE TRAFFIC CONTROL PLANS FOR DETAILS

PROPOSED MAST ARM FOUNDATION.

(HIGHWAY ITEM)

PROPOSED 15" RCP

(HIGHWAY ITEM)

END ATTACHMENT

R-B 350 TRAILING

(TRAFFIC ITEM)

SIGN FOUNDATION

PROPOSED OVERHEAD

(HIGHWAY ITEM)

TO BE REMOVED

EXISTING TREE

EXISTING DIMENSIONS:

RETAINING WALLS.

CLASS "A" CONCRETE SHALL BE USED FOR WINGWALL MODIFICATIONS AND

OTHERWISE.

EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1"x1" UNLESS DIMENSIONED

ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS DIMENSIONED OTHERWISE.

"DEFORMED STEEL BARS (EPOXY COATED)".

COATED UNLESS OTHERWISE NOTED. THESE BARS SHALL BE INCLUDED IN THE PAY ITEM FOR

ALL REINFORCEMENT IN THE PARAPETS SHALL BE EPOXY

WILL NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE PLANS,

AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY.

FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF THE FINISHED WORK

DESIGN DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL

ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL

DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS

AND UTILITY SUPPORTS SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY COMPANIES.

THE CONSTRUCTION SITE. ALL WORK RELATED TO UTILITY RELOCATION, TEMPORARY UTILITIES, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES LOCATED WITHIN THE VICINITY OF

(HIGHWAY ITEM)

MANHOLE

(HIGHWAY ITEM)

PROPOSED 15" RCP

WALL)

(BACK FACE OF

PROPOSED GRADE

APPROXIMATE

WALL 201

AND ELEVATION

GENERAL PLAN

(TYP.)

4'-0"

GUTTERLINE

EXISTING

ITEM)

HANDHOLE (TRAFFIC

ITEM)

3" R.M.C. (TRAFFIC

(HIGHWAY ITEM)

BE REMOVED

EXISTING TREE TO

TO MATCH EXISTING

PROTECTIVE FENCE (5'-0" HIGH)

PROPOSED METAL BRIDGE RAIL -

DETAILS (TRAFFIC ITEM)

SEE DWG. NO. TCS-05 FOR

SURFACE MOUNTED 3" RMC,

ITEM)

MANHOLE (HIGHWAY

TOP OF FOOTING

MATCH EXISTING WINGWALL

SPECIFICATIONS:

DESIGN SPECIFICATIONS:

DESIGN STRESSES:

DIMENSIONS:

FOR DETAILS OF WALL PENETRATION SEE DWG. NO. RW1-04. 5.

FOR TRAILING END ATTACHMENT DETAILS, SEE DWG. NO. RW1-06.4.

FOR DETAILS OF THE MODIFICATION TO THE EXISTING STEM, SEE DWG. NO. RW1-04.3.

FOR DETAILS OF THE EXISTING WINGWALL REMOVAL LIMITS, SEE DWG. NO. RW1-03.2.

THE MAXIMUM ALLOWABLE BEARING PRESSURE = 2.5KSF.1.

SUBSTRUCTURE

FOOTINGS

TOTAL

42 YD.

43 YD.

85 YD.

CONCRETE DISTRIBUTION

EXISTING MBR TO BE REMOVED (HIGHWAY ITEM)SIGN (TRAFFIC ITEM)

PROPOSED OVERHEAD

(HIGHWAY ITEM)

FENCE TO BE REMOVED

EXISTING CHAIN LINK

(SEE NOTE 2)

REMOVAL LIMITS

EXISTING SOUTHEAST WINGWALL

(SEE NOTE 5)

STRUCTURE

CONDUIT IN

3" RIGID METAL

L.F. 23" RIGID METAL CONDUIT IN STRUCTURE

THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.

WHEN DECIMAL DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES,

STRUCTURES."

COMPONENTS SHALL CONFORM TO THE REQUIREMENTS OF "SECTION 6.01 CONCRETE FOR

NOTED ABOVE. THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE IN THE CONSTRUCTED

THE SPECIFIED CONCRETE STRENGTH USED IN DESIGN, F'c, OF THE CONCRETE COMPONENTS IS

REINFORCEMENT (ASTM A615, GRADE 60)........................fy = 60,000 psi

CLASS "A" CONCRETE.....................................BASED ON fc = 3,300 psi

TRANSPORTATION BRIDGE DESIGN MANUAL (2003 WITH REVISIONS UP TO AND INCLUDING 2011).

WITH 2017 INTERIMS, AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION,

REVISIONS UP TO AND INCLUDING JANUARY 2018).

CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 817 (2016 WITH

S.F. 301" PREFORMED EXPANSION JOINT FILLER

EXPANSION JOINT

1" PREFORMED

B.T.S

(HIGHWAY ITEM)

(TYPE R-B MASH)

METAL BEAM RAIL

26.02

:3

:2

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A

R W

B O

R

IN

G S .d g n

SCALE „"=1'-0"

8'4' 16'

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10_0507_RW1_02_BORINGS.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAY

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

RW1-02

J.C.G/C.Y.L

B.T.S

BORINGS

26.03

:3

:3

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A

R W

S

E C

T

IO

N S

N D

E T S .d g n

SCALE •"=1'-0"

2' 4'1'

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10_0507_RW1_03_SECTIONSNDETS1.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAY

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED J.C.G/C.Y.L

RW1-03

V A

R I E S

EXISTING PILES TO REMAIN

NOTES:

1" x 1" BEVEL (TYP.)

RETAINING WALL

FRONT FACE OF

P E

R V I O

U

R U

C T

U

A

C K

F I L L

1.5

TO WALL

PERPENDICULAR

MEASURED

8H:1V

(TYP.)

1'-0"

SURVIVABILITY)

GEOTEXTILE (SEPARATION-MEDIUM

R E

F

C E

D A

M P

R O

O F I N

G

(MAX.)

@ 10'-0" SPA.

4" ~ WEEPHOLE

M I N

EL. 31.31|

EL. 30.95|

PROPOSED GRADE

N

AT EACH WEEPHOLE

STONE (8 BAGS)

2'X2'X2' BAGGED PROPOSED GRADE

SCALE: •" = 1'-0"

WALL SECTION A TYPICAL SECTION

R E

C E

D A

M P

R O

O F I N

G

P E

R V I O

U

R U

C T

U

C K

F I L L

AT EACH WEEPHOLE

STONE (8 BAGS)

2'X2'X2' BAGGED

1.5

SURVIVABILITY)

GEOTEXTILE (SEPARATION-MEDIUM

(TYP.)

1'-0"

N

N

PROPOSED GRADE

(MAX.)

@ 10'-0" SPA.

4" ~ WEEPHOLE

8H:1V

OR GRADE

PROPOSED SIDEWALK

SCALE: •" = 1'-0"

8'-0"

NOT TO SCALE

NOT TO SCALE

VERTICAL STEM JOINT DETAIL

SEAT

EXISTING BRIDGE

DECK UNIT

EXISTING P.C.

TO REMAIN

EXISTING FENCE

CONCRETE

SAWCUT EXISTING

DETAILS - 1

SECTIONS AND

(5'-0" HIGH) TO MATCH EXISTING

BRIDGE RAIL-PROTECTIVE FENCE

REMOVE AND REPLACE METAL

EXISTING SIDEWALK

EXISTING BARRIER

FENCE (5'-0" HIGH) POST (SEE NOTE 3)

PROPOSED METAL BRIDGE RAIL - PROTECTIVE

FENCE (5'-0" HIGH) POST (SEE NOTE 3)

PROPOSED METAL BRIDGE RAIL - PROTECTIVE

EL. 16.50|

1" @ EXPANSION JOINT

0" @ CONTRACTION JOINT

1" X 1" JOINT SEAL

LIMITS

CONCRETE REMOVAL

BARRIER

EXISTING

EXISTING WINGWALL REMOVAL LIMITS

AVIEW

NOT TO SCALE

ON WINGWALL

RAIL-PROTECTIVE FENCE (5'-0" HIGH)

REMOVE EXISTING METAL BRIDGE

EL 26.00|

EL 13.00|

EL 26.00|

FILLER FULL HEIGHT OF RETAINING WALL

EXTEND 1" PREFORMED EXPANSION JOINT

JOINT NOTES:

FENCE JOINT

FENCE REMOVAL LIMITS, SEE NOTE 3

EXISTING METAL BRIDGE RAIL-PROTECTIVE

GRANULAR FILL

12" COMPACTED

TOP OF PARAPET TOP OF PARAPET

N

V A

R I E S

N

V A

R I E S

RW1-03

RW1-03

OR APPROVED EQUAL

AND COAT WITH SIKAGARD 62

ROUGHEN SURFACE, BLAST CLEAN,

WINGWALL REMOVAL LIMITS

OF OPEN EXCAVATION

APPROXIMATE LIMITS

2'-0"|

TO EXISTING STRUCTURE

PROPOSED MODIFICATION

ABUTMENT STEM

FACE OF EXISTING

BR. NO. 00951

2'-0"

EXISTING GRADE

APPROXIMATE

OBTRUDES THIS AREA

UNDISTURBED MATERIAL

SLOPE LINE EXCEPT WHERE

OBTRUDES THIS AREA

UNDISTURBED MATERIAL

SLOPE LINE EXCEPT WHERE

SEE NOTE 5PAYMENT LIMITS OF

STRUCTURE EXCAVATION

EXISTING GRADE

APPROXIMATE

2'-0"

SEE NOTE 5

STRUCTURE EXCAVATION

PAYMENT LIMITS OF

TO WALL

MEASURED PERPENDICULAR

GRANULAR FILL

12" COMPACTED

NO REINFORCEMENT SHALL PASS THROUGH EXPANSION OR CONTRACTION JOINTS.2.

PARAPET/RETAINING WALL.

OF WALL AND HORIZONTALLY ALONG TOP OF JOINT TO THE FRONT FACE OF

JOINT SEAL TO EXTEND FROM TOP OF FOOTING TO TOP OF PARAPET AT BACK FACE 1.

BEHIND WALL.

201. OPEN EXCAVATION IS ANTICIPATED DUE TO DRAINAGE AND ROADWAY WORK

LIMITS OF EARTH EXCAVATION ABUTS LIMITS OF STRUCTURE EXCAVATION FOR WALL 5.

SEE DWG. NO. RW1-05.

FOR DETAILS OF PROPOSED METAL BRIDGE RAIL-PROTECTIVE FENCE (5'-0" HIGH) 4.

UP TO EXISTING FENCE JOINT.

EXISTING METAL BRIDGE RAIL-PROTECTIVE FENCE (5'-0" HIGH) SHALL BE REMOVED 3.

FOR DETAILS OF MODIFICATION TO EXIST. WINGWALL SEE DWG. NO. RW1-04.2.

1.66 KSF (SERVICE I)

2.23 KSF (STRENGTH I)MAXIMUM DESIGN FOUNDATION PRESSURE:

AND SERVICE LIMIT STATES.

THE MAXIMUM DESIGN FOUNDATION PRESSURE FOR THE CONTROLLING STRENGTH 1.

WALL SECTION B/C TYPICAL SECTION

TO REMAIN (BR. NO. 00951)

EXISTING SOUTHEAST WINGWALL

EXP. JOINT

1"

B.T.S

26.04

:3

:3

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A

R W

S

E C

T

IO

N S

N D

E T S .d g n

SCALE •"=1'-0"

2' 4'1'

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10_0507_RW1_04_SECTIONSNDETS2.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAY

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

RW1-04

J.C.G/C.Y.L

B.T.S

DETAILS - 2

SECTIONS AND

SCALE: 1" = 1'-0"

(TYP.)

1" BEVEL

#5 @ 12"

SCALE: •" = 1'-0"

#5 @ 6"

V A

R I E S

NOTES:

#5 @ 12"

2'-0"

SCALE: •" = 1'-0"

3" 1'-0"

1'-3"

#5 @ 12"

#5 @ 12" #5 @ 12" #6 @ 6"

#5 @ 6"

V A

R I E S

#5 @ 12"

10'-9"

2'-0" 7'-6"

#5 @ 12"

#5 @ 12"

#6 @ 6"

1'-3"

1'-3"

3'-0"| BELOW GRADE

SAWCUT EXISTING WINGWALL

(EPOXY COATED)

(3) #5 BARS

EXISTING WINGWALL STEM

EXISTING WINGWALL FOOTING

EA. FACE

(3) #5

SCALE: •" = 1'-0"

C

D R I L L

N

D

O U

T

L A

P

S

P L I C

E

SECTION

SCALE: ƒ" = 1'-0"

C

SECTION

SCALE: ƒ" = 1'-0"

B

ROUGHEN SURFACE

JOINT, CONSTRUCTION

OR GRADE

SIDEWALK

TOP OF

PARAPET DETAIL

WALL SECTION A TYPICAL REINFORCEMENT

(TYP.)#5

ADDITIONAL #5 (TYP.)

ADDITIONAL

WINGWALL

EXISTINGFACE OF

(TYP.)

2" COVER

MIN. (T

YP.)

1'-5"

E A

F A

C

Q

S P

A

1'-3"

(TYP.)

2" COVER

(SEE NOTE 3)

WELDED STUD (TYP.)

‡" DIA. X 6"

{ SLEEVE

(SEE NOTES 1 - 3)

STEEL PIPE SLEEVE

4" DIA. SCHEDULE 40

EACH FACE

#5

EXP. JOINT

1"

SLEEVE

{ I.M.S. CONDUIT

(T Y P .)1

(TYP.)

AROUND CONDUIT

JOINT SEAL ALL

CONDUIT SLEEVE NOTES:

REINFORCEMENT DETAIL WALL PENETRATION DETAIL

IMS CONDUIT SLEEVE DETAILS

F A

O

W

L L

FITTING

RMS EXPANSION 2'-0"

SLEEVE (SEE NOTES 1 - 3)

SCHEDULE 40 STEEL PIPE

PROVIDE 4" DIA.

1'-3" 9"

CONDUIT

3" ~ RMC

FIXED JOINT

WITH GROUND CLAMP (TYP.)

INSULATING BONDING BUSHING

CONDUIT (TYP.)

{ 3" RIGID METAL

EXP. FITTING BODY

MALLEABLE IRON

MALLEABLE IRON BUSHING

SLIDING JOINT

SLIDING JOINT

WITH INTERNAL

AT THIS LOCATION

INNERDUCT FIXED

EQUAL EQUAL

REQUIRED.

TO EXPANSION FITTING AS

SPIN COUPLING ADJACENT

COUPLING BODY WITH

3" RMC - USE THREADED

SLACK

TO HAVE ADEQUATE

BONDING STRAP

GROUNDING &

EXPANSION FITTING

NOT TO SCALE

S

T E

V A

R I E S

1'-3"

B

#5 @ 18"

L A

P

S

P L I C

E

A

STR-03

9"|

9"|

COVER

2" MIN

P R

O P

O S

A

C K

V

L O

W

2" MIN

3" COVER (TYP.)

RETAINING WALL

PROPOSED CONCRETE

{ HOLE

{ SLEEVE/

{ R.M.C./

EL. 23.00|

PARAPET

OF EXISTING WINGWALL AND

APPROXIMATE REMOVAL LIMITS

C

O V

E R

T

Y P

BAR PLACEMENT)

EA. FACE (SEE SECTION C FOR

DRILL AND GROUT (3) #5 BARS

RETAINING WALL

BACK FACE OF

#5 STIRRUPS @ 12"

1"x1" BEVEL

#5 STIRRUPS @ 12"

WINGWALL

FACE OF EXISTING

7'-6" (WALL B)

6'-9" (WALL C)

10'-9" (WALL B)

10'-0" (WALL C)

WALL SECTION B/C TYPICAL REINFORCEMENT

(3) #5 BARS (EPOXY COATED)

SEE RUSTICATION DETAIL

#5 STIRRUPS @ 12"

NOT TO SCALE

RUSTICATION DETAIL

2" COVER

1"

(TYP.)DETAIL"

SEE "RUSTICATION

EXISTING WINGWALL MODIFICATION DETAIL

(SEE NOTE 4)

1" EXP. JOINT

(SEE NOTE 4)

1" EXP. JOINT

FOR PARAPET REINFORCEMENT

SEE "PARAPET DETAIL"

FOR PARAPET REINFORCEMENT

SEE "PARAPET DETAIL"

THE EXPANSION FITTING ACCOMMODATES 8" OF TOTAL MOVEMENT.5.

FOR ADDITIONAL IMS SUPPORT DETAILS, SEE TRAFFIC CONTROL PLANS SUBSET. 4.

UNDER THE ITEM "3" RIGID METAL CONDUIT IN STRUCTURE".

THE COST OF THE R.M.C. TRANSITION ADAPTER, PIPE SLEEVE AND WELDED STUDS SHALL BE INCLUDED 3.

FASTEN NEOPRENE SHEET TO SLEEVE WITH ADHESIVE CONFORMING TO M.17.01 OF FORM 817.2.

IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION.

THE STEEL PIPE SLEEVE SHALL CONFORM TO ASTM A53 SCHEDULE 40 AND SHALL BE GALVANIZED 1.

(EPOXY COATED)

(3) #5 BARS

(EPOXY COATED)

(3) #5 BARS

L A

P

S

P L I C

E

L A

P

S

P L I C

E

L A

P

S

P L I C

E

S P

L I C

E

METAL CONDUIT IN STRUCTURE

PAY LIMITS FOR 3" RIGID

S

P L I C

E

E A

F A

C

Q

S P

A ƒ

#5 @ 12" #5 @ 12" ƒ

STEM (TYP.)

EXISTING WINGWALL

#5 @ 12" INTO

DRILL AND GROUT

WINGWALL FOOTING

EXISTING AND GROUT INTO

DRILL (6) #5 BARS AS SHOWN

JOINT

1" EXP.

JOINT

1" EXP.

EXPANSION JOINT FILLER."

ALL EXPANSION JOINT FILLER SHALL BE PAID FOR UNDER ITEM "1" PREFORMED5.

FOOTING AT THIS LOCATION ONLY.

DWG. NO. RW1-03. THE EXPANSION JOINT SHALL EXTEND INTO THE

FOR EXPANSION JOINT DETAILS, SEE VERTICAL STEM JOINT DETAIL ON4.

ELEVATIONS GIVEN ON DWG. NO. RW1-01.

PER "TRAILING END DETAIL" ON DWG. NO. RW1-06. FOR OTHER LOCATIONS SEE

PARAPET SHALL BE 2'-8" MINIMUM ABOVE PROPOSED GRADE AT END OF WALL

TOP OF PARAPET SHALL BE 2'-4" MINIMUM ABOVE SIDEWALK ELEVATION. TOP OF 3.

ALL PARAPET REINFORCING BARS SHALL BE EPOXY COATED.2.

FOR DETAILS OF EXISTING WINGWALL REMOVAL LIMITS SEE DWG. NO. RW1-03.1.

26.05

:3

:3

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A

R W

F

E N

C E .d g n

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10_0507_RW1_05_FENCE.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAYNOT TO SCALE

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

RW1-05

B.T.S

NOTES:

J.C.G

(5'-0" HIGH)

PROTECTIVE FENCE

METAL BRIDGE RAIL -

FOR EXISTING FENCE REMOVAL DETAILS SEE DWG. NO. RW1-03.3.

RESPONSIBLE TO DETERMINE AND MATCH EXISTING CONDITIONS.

INFORMATION PROVIDED ON THIS SHEET IS FOR REFERENCE ONLY. THE CONTRACTOR IS 2.

FENCING ON WINGWALL TO BE REMOVED AND REPLACED WITH EXTENDED LIMITS.

THE PROPOSED METAL BRIDGE RAIL - PROTECTIVE FENCE (5'-0") SHALL MATCH EXISTING 1.

26.06

:3

:5

A

M /2

/2

T L S -R o u te

\C

T D

O T P ro je c ts \A

-0

\S tr u c t_

B ri d g e \M

S ta

S h e e t_

F il e s \0

\S

B

M S

H

A

R W

M E

T A

L B

R

ID

G E

R A

IL

D E

T .d g n

SCALE ƒ"=1'-0"

2'1'6"

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: DRAWING TITLE: PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

SB_MSH_A10_0507_RW1_06_METALBRIDGERAILDET.dgn

CONNECTICUT

NEW HAVEN 092-TBD

9/27/2018Plotted Date:

DOWNTOWN CROSSING

PHASE 2

ORANGE STREET GATEWAY

The City of

WSP USA Inc.

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE CITY AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

RW1-06

SCALE: ƒ" = 1'-0"

PROPOSED GRADE

(HIGHWAY ITEM)

(TYPE R-B 350)

METAL BEAM RAIL

SEE HWY STANDARD SHEETS

TRAILING END ATTACHMENT

FOR DETAILS OF R-B 350

(SEE NOTE 3)

FENCE (5'-0" HIGH) TO MATCH EXISTING

PROPOSED METAL BRIDGE RAIL - PROTECTIVE

TRAILING END DETAIL

END PARAPET AND WALL

SCALE: 1" = 1'-0"

RB-350 RAIL ATTACHMENT

1'-3"

TRAILING END (HIGHWAY ITEM)

METAL BEAM RAIL TYPE R-B 350 †" ANCHORAGE PLATE

WITH 4 NUTS AND WASHERS (TYP.)

1" ~ x 1'-8" LONG ANCHOR BOLTS

SCALE: 1•" = 1'-0"

VIEW

TOP OF SIDEWALK

4"2"

PLATE DETAIL")

(SEE "ANCHORAGE

†" ANCHORAGE PLATE

TO FRONT PARAPET FACE

TO BE SET PERPENDICULAR

{ ANCHORAGE PLATE IS

A

RW1-06

1‡"

1…"

†" PLATE

3-1„" ~ HOLES

SCALE: 6" = 1'-0"

ANCHORAGE PLATE DETAIL

2"1•"

4‡"

NOTES:

J.C.G/J.J.M

ATTACHMENT DETAILS

METAL BRIDGE RAIL

4'-6"

6"|

N

(SEE NOTE 6)

#6 @ 12"

REINFORCEMENT (TYP.)

PARAPET LONGITUDINAL

SHEETS)

(SEE HWY STANDARD

CONNECTION PLATE

A

RW1-06

SHOWN ON DWG. NO. RW1-01.

REINFORCEMENT FROM THE END OF WALL UP TO THE FIRST CONTRACTION JOINT

#6@12" HAIRPIN BARS SHALL REPLACE #5@12" HAIRPIN BARS IN TYPICAL PARAPET 5.

UNDER APPLICABLE ROADWAY ITEMS.

ALL RAIL ANCHORAGE MATERIAL REQUIRED FOR END ATTACHMENTS SHALL BE PAID FOR 4.

RAIL ELEMENTS SHALL BE PAID FOR UNDER THE APPLICABLE ROADWAY ITEMS.3.

MECHANICALLY GALVANIZED.

ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F3125 TYPE 1, 2.

SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123.

STEEL PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. THE STEEL PLATES1.

B.T.S

26.07