MX-9 · 2019-05-25 · revisions no. by date description department of transportation city of...

REVISIONS

NO. BY DATE DESCRIPTIONDEPARTMENT OF TRANSPORTATION

CITY OF CHICAGODRAWN

CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.

E. 130TH ST. / S. BRAINARD AVE. /

S. TORRENCE AVE.

INTERSECTION IMPROVEMENTS

& GRADE SEPARATION

SHEET NO.

OF

DRAWING NO.

205 North Michigan Avenue, Suite 2400

Chicago, Illinois 60601

312-565-0450 Project No. 3571

MAIN CONTRACTS. TORRENCE AVE.

CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.MIXED USE BRIDGE

OVER S. TORRENCE AVE.

x:\3

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11

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:03

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9/2

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DIVISION OF ENGINEERING

AUGUST 27, 2010

1308

HSS12.75X0.375

HSS10X0.375 HSS10X0.375

A

A

DETAIL 1

HSS10X0.375

5.406%%d

HSS12.75X0.375

(TOP CHORD)

~ TOP CHORD

SECTION A-A

HSS10X0.375 (BEYOND)

6" 6"

3 1/2 " 3 1/2 "

GUSSET ‘ 1/2 "

HSS10X0.375

3" } HOLE (TYP.)

CLOSURE ‘ 1/2 "CLOSURE ‘ 1/2 " ‘ 1"

‘ 1"

HSS12.75X0.375

9 1/

8 "

4 1/

8 "

5 1/2 " 5 1/2 " 3 7/8 " 3/8 "

C

C

2’-

1 3

/8 "

CONNECTION DETAILS

RMG

AAY

DMC

N.T.S.

MX-9

759

6 3/

8 "

6 3/

8 "

HSS12.75X0.375

HSS10X0.375HSS10X0.375

(BOT. CHORD) HSS 7X7X 5/8

B

B

5.406^

~ TOP CHORD

W.P.

W.P.

HSS12.75X0.375

HSS10X0.375

HSS 7X7X 5/8

2 7/

8 "

3 1/

2 "

HSS10X0.375

3" } HOLE (TYP.)

GUSSET ‘ 1/2 "

D

D

1’-4 1/2 " 1’-3"

6" 6"

4 1/2 " 4 1/2 "

HSS12.75X0.375

CLOSURE ‘ 1/2 "CLOSURE ‘ 1/2 " ‘ 1"

~ BOT. CHORD ~ BOT. CHORD

2’-

1 3

/8 "

9 1/

8 "

5 1/2 " 5 1/2 " 3 7/8 "1 3/4 "

4 3/

8 "

DETAIL 2 SECTION B-B

DETAIL 3

SECTION C-C

DETAIL 4

SECTION D-D

5.406^

5.406^

NOTES:

1’-3" 1’-4 1/2 "

1. FOR SECTION AND DETAIL CUTS, SEE SHEET MX-7.

2. SEE SPECIAL PROVISIONS FOR WELDING REQUIREMENTS.

1 ADDENDUM #19/24/10

11

1

1

1

1

1’-

11 3

/4 "

FIL

L H

SS

WIT

H C

ON

CR

ET

E

1’-

11 3

/4 "

FIL

L H

SS

WIT

H C

ON

CR

ET

E

REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.


S. TORRENCE AVE.


& GRADE SEPARATION

SHEET NO.

OF

DRAWING NO.



312-565-0450 Project No. 3571


CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.MIXED USE BRIDGE

OVER S. TORRENCE AVE.

x:\3500S

\3571.0

2\S

tructures\M

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Ufencerail.d

gn

11

:27

:45

AM

9/2

2/2

010


AUGUST 27, 2010

1308

DETAIL 1

DETAIL 2

A

A

B B

C C

2" DECKHSS 7x7x 5/8 (TYP.)

2" PIPE BIKE RAIL

SECTION A-A

ELEVATION

FENCE AND RAIL DETAILS

RMG

AAY

DMC

AS SHOWN

MX-13

763

DETAIL 1

DETAIL 2 SECTION B-B

1/2 " THREADED STUD

(WELDED TO PIPE)

SECTION C-C

SECTION D-D

INSIDE FACE

TRAFFIC

RAILING

6^-0’-0" (TYP.)

D D

3" STEEL GRID

3’-7 1/2 "7’-3" (TYP.)3’-7 1/2 "

14’-6" (TYP.)

HSS10x0.375

BOTTOM CONNECTION PLATE

(SHOP INSTALLED)

TOP CONNECTION

PLATE

(FIELD INSTALLED)

RAILING POST

CROSS BAR

MAIN RAIL

RAILING CONNECTION BOLTS TIE-BEAM (BEYOND)

NOTES:

1. COST OF POSTS, RAILS, FENCE AND ASSEMBLIES

INCLUDED IN "FURNISHING AND ERECTING MIXED

USE BRIDGE TRUSS SPAN".

HANDRAIL POST

HSS 3x3x 3/8

HANDRAIL POST

HSS 3x3x 3/8

B B

HANDRAIL POST

HSS 3x3x 3/8

HANDRAIL POST

HSS 3x3x 3/8 STD. 4"

TRAFFIC BARRIER

1/2 " DIA. x 4"

A307 M. BOLTS

HANDRAIL POST

HSS 3x3x 3/8

PROVIDE OPENING IN BOTTOM

OF TRAFFIC RAILING TO INSTALL

BOLTS

1/2 " ‘ (WELD TO TRAFFIC RAILIING)CLOSURE ‘ 1/2 "

1’-

3/4

"4’-

6"

1’-

0"

1’-

3"

10"

9"

8"

4’-

6"

3"

1"

3"

2"

3"

R1"

R1"

1’-0 1/8 "

2 3/4 " 2 3/4 "

3"

4"

3"

3" C

UR

B

2 3/4 "

(TYP.)

2 3/4 "

(TYP.)

1


REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.

SHEET NO.

9/2

2/2

010

11:5

6:3

5 A

Mx:\

3500S

\3571.0

2\C

ivil

\Typic

al_

Secti

ons\3

571ty

prr06.d

gn


S. TORRENCE AVE.


& GRADE SEPARATION

DRAWING NO.

OF



312-565-0450 Project No. 3571

S. TORRENCE AVE.

CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.

MAIN CONTRACTDIVISION OF ENGINEERING

AUGUST 27, 2010

1308

TYPICAL SECTIONS

TMB

RDC

DMC

N.T.S.

NS-8

1156

TYPICAL SECTION

NS RR

~ EXIST. NS MAIN

TRACK 1

~ EXIST. NS MAIN

TRACK 2

~ PROP. NS MAIN

TRACK 2

~ EXIST. NS MAIN

TRACK 1

~ PROP. NS MAIN

TRACK 2

~ PROP. NS MAIN

TRACK 1

14’-0" (MIN.)

1’-0" (TYP.)

2:1

2:1

2:1

2:1

12" (MIN.)

BALLAST

SUB-BALLAST, 12"

40:1

14’-0" (MIN.)14’-0" (MIN.)

2:1

2:1

12" (MIN.)

BALLAST

SUB-BALLAST, 12"

40:1

STAGE 2

STA. 6711+73.00 TO STA. 6715+00.00

STAGE 1

STA. 6711+73.00 TO STA. 6715+00.00

EXIST.

GROUND

EXIST.

GROUND

PROFILE

GRADE

PROFILE

GRADE

2:1

7’-0"

PROFILE GRADE

ELEV. - 2.71’

1. CONTRACTOR SHALL NOT PERFORM ANY WORK WITHIN 8’-6"

OF THE CENTERLINE OF AN ACTIVE TRACK.

2. PROFILE GRADE SHIFTS TO THE LOW RAIL WHEN TRACK

ALIGNMENT CURVES TO THE RIGHT.

3. SEE RAILROAD STAGING PLANS FOR LIMITS OF CONTRACTOR

WORK.

NOTES:

NS RAILROAD

~ PROP. NS MAIN

TRACK 2

~ PROP. NS MAIN

TRACK 1

14’-0" (MIN.)14’-0" (MIN.)

2:1

2:1

12" (MIN.)

BALLAST

SUB-BALLAST, 12"

40:1

STAGE 3

STA. 6711+73.00 TO STA. 6715+00.00

EXIST.

GROUND

PROFILE

GRADE

2:1

7’-0"

2:1

SHAPE TO DRAIN

1


REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.

SHEET NO.

XDRAWING TITLE

this is the sheet number size and fontthis is the drawing title size and font

{COPIED FIELDS

9/2

2/2

010

11:3

5:16

AM

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Tp

ile.d

gn


S. TORRENCE AVE.


& GRADE SEPARATION

WORKSPACE PROJECT: 3571p2



312-565-0450 Project No. 3571DRAWING NO.

OFMAIN CONTRACT

NORFOLK SOUTHERN RAILWAY

BRIDGE OVER

E. 130TH STREET

NORTH TO ANTIOCH

SOUTH TO CHICAGO

Anchor Bolts/Brgs (Proposed) - LV=32

Anchor Bolts/Brgs (Existing) - LV=33

NOTES:

SOUTH TO

SCHILLER PARK

NORTH TO

FRANKLIN PARK

Structural Steel (Proposed) - LV=15

Structural Steel (Existing) - LV=16

Structural Steel (Secondary) - LV=17

Structural Steel Centerline - LV=18

Secondary Reinforcing - LV=29

Structural Steel (Hidden) - LV=14

REMOVAL EXISTING (FOUNDATION, ETC...)

Structural Steel Pattern - LV=13

Retaining Walls - LV=34

ROTATE FILE = As req’d

BATCHPLOTTING: X:\3500S\3571.02\Structures\NS130\Plans\...

HALF: ???? half.log (Plot Driver =m:\plotccfg\ 24th central\omni11x17.plt)

FULL: ????full.log (Plot Driver =m:\plotccfg\ 24th central\omni.plt)

S. TORRENCE AVE.

CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.

IN-PROGRESS

(AWAITING DECISION ON

LOCATION OF TEMPORARY


AUGUST 27, 2010

1308

MZK

EFS

DMC

3/16" = 1’-0"

NSB-10

1268

LEGEND

- DENOTES VERTICAL PILE

PILE DATA

PILE LAYOUT

115’-7"

- DENOTES 3:12 BATTERED PILE

15’-

0"

1’-

6"

5’-

0"

3’-

6"

3’-

6"

1’-

6"

NORTH ABUTMENT

PILE LAYOUT

~ BRG.

2’-3 1/2 " 2’-2 1/2 "

3’-9 1/2 " 24 SPACES @ 4’-6’ = 108’-0" 3’-9 1/2 "

4’-

6"

6"

PROP. NS MAIN TRACK 1 \

2’-

0"

13’-

0"

SCALE: 3/16 " = 1’-0"

42’-1" 73’-6"

A

A

NOTES:

1. FOR SECTION A-A, SEE SHEET NSB-14.

2. FOR BAR SCHEDULE, BILL OF MATERIAL

AND ADDITIONAL NOTES

SE SHEET NSB-15.

BACK OF N. ABUTMENT

STA. 6712+05.56

W.P. 130-1

PILE: HP14x89

CAPACITY: 60 TON DESIGN CAPACITY

DRIVEN TO 90 TON BEARING

EST. LENGTH: 42.00 FT.

NO. REQUIRED: 98+2 TEST PILES

BACK FACE OF ABUTMENT

FRONT FACE

OF ABUTMENT

10

’-0

"

2’-2"

3’-

1"

5’-3" (|)

10’-0" (

|)

- DENOTES TEST PILE

STEEL SHEET PILING, TYP.

SEE SHEETS NSB-41 THROUGH NSB-501


REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.


S. TORRENCE AVE.


& GRADE SEPARATION

SHEET NO.

OF

DRAWING NO.

CSS&SB OVER NORFOLK

SOUTHERN RAILWAY AND

S. TORRENCE AVE.



312-565-0450 Project No. 3571

9/2

2/2

010

11

:31

:42

AM

x:\3500S

\3571.0

2\S

tructures\C

SS

_S

B\F

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CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.


AUGUST 27, 2010

1308 BRIDGE CROSS SECTION

LRB

DMC

3/4"=1’-0"

1074

SS-21 VH

NOTES:

(LOOKING UPSTATION)

TYPICAL DECK CROSS SECTION

APPROACH SPANS

~ BRIDGE

14’-0"

VARIES VARIES

4" M

AX

. S

UP

ER

EL

EV

AT

ION

PROP. ~ CSS & SB RR

E.B. TRACK

7" TIE (SEE NOTE 1)

9 1/4 " MIN. BALAST (SEE NOTE 1)

PROP. ~ CSS & SB RR

W.B. TRACK & \

5" BALLAST

BY CONTRACTOR

(SEE NOTE 1)

4’-

6"

10 @ 3’-6" = 35’-0"

2’-

0"

1’-

9"

1’-

9"

3’-

6"

9"2’-4"

TOP OF LOW RAIL

NOTE:

FOR WALKWAY SUPPORT

AND GRATING & HANDRAIL

DETAILS, SEE SHEET SS-30.

WALKWAY SUPPORT

(SEE SHEET SS-30)

FILL KEYWAYS

WITH NON-SHRINK

GROUT (TYP.)

1" } GALVANIZED TIE RODS

PLAN OF WALKWAY

ABUTMENT

BACKWALL

CROSS BARS

@ 4" CTRS.

2’-

3"

GR

AT

ING

WID

TH

TYPE H-3 SADDLE CLIP

W/ 1/4 " } X 4" M. BOLT,

NUT, WASHER & BEVELED

WASHER

~ WALKWAY BRACKET

SADDLE CLIP (TYP.)

(SEE DETAIL)

~ WALKWAY BRACKET

1"

SADDLE CLIP DETAIL

GRIND FLUSH

~ OPTIONAL SPLICE

IN GRATING

90^

OPTIONAL SPLICE IN GRATING

90^

VARIES

WALKWAY BRACKET

HANDRAIL POST

A

A

(GRATING PLAN SHOWN IS TYPICAL

FOR EACH SIDE OF APPROACH SPANS)

CONCRETE CURB

SEE SHEET SS-30 FOR WALKWAY BRACKET SPACING

9"

3/16 " BEARING BARS

90^

3-4" DIA. RIGID

GALVANIZED

STEEL CONDUITS FOR

LEVEL 3 UTILITIES,

(CABLE INSTALLATION

BY OTHERS)

3/16 "x2" BEARING

BARS @ 1 3/16 "

CTRS. (TYP.)

TOP FLANGE OF

WALKWAY BRACKET

12 GAGE 1 5/8 " X 1 5/8 "

UNISTRUT CHANNEL

WITH SLOTTED OPENINGS

PART NO. P1000DS

1/2 " HEAVY HEX NUT

TOP AND BOTTOM

1/2 " DIA. THREADED ROD

UNISTRUT BEAM CLAMP

PART NO. P2896-50

UNISTRUT PIPE CLAMP

PART NO. P1121

CONDUIT SUPPORT HANGER

4" DIA. GALVANIZED

RIGID STEEL CONDUIT (TYP.)

SEE NOTE 2.

WALKWAY BRACKET FLANGE

NO TWIST WASHER, HDG

1’-

0"

7"

8 1

/2 "

8" |

THE COST OF ALL BEAM CLAMPS, THREADED RODS,

AND OTHER APPURTENANCES FOR SUPPORTING

THE CONDUITS AS SHOWN IS INCLUDED IN THE COST OF

"CONDUIT ATTACHED TO STRUCTURE, 4" DIA.,

GALVANIZED STEEL".

3-CONDUIT CONDITION

OCCURS ON NORTH

SIDE OF BRIDGE ONLY.

2-CONDUITS ON SOUTH

SIDE OF BRIDGE

SCALE: 2"=1’-0"

43 ASSEMBLIES SOUTH SIDE OF BRIDGE

46 ASSEMBLIES NORTH SIDE OF BRIDGE

1. RAILS, TIES AND REMAINDER OF BALLAST

BEYOND FIRST 5" BY NICTD FORCES.

2. WORK THIS SHEET WITH SS-22 THROUGH SS-25.

3. WELDED STEEL GRATING, FASTENERS AND

WALKWAY BRACKETS TO BE GALVANIZED.

4. FOR WALKWAY AND HANDRAIL DETAILS, SEE

SHEET SS-30.

5. FOR SECTION A-A SEE SHEET SS-30.

6. GRATING WILL BE BOLTED TO WALKWAY

BRACKET WITH SADDLE CLIPS OR OTHER

TYPE BOLTS APPROVED BY THE COMMISSIONER.

EACH PANEL WILL HAVE ONE CLIP IN EACH CORNER

WITH A MAXIMUM LONGITUDINAL SPACING OF

1’-6" CTRS. BETWEEN CLIPS. DRILL 3/8 "

DIAMETER HOLES IN WALKWAY BRACKET FOR

SADDLE CLIPS IN FIELD. WALKWAY GRATING

WILL BE GALVANIZED. SEE SHEET SS-30 FOR

WALKWAY BRACKET AND HANDRAIL DETAILS.

7. END OF WALKWAY GRATING PANELS MUST OCCUR

AT WALKWAY SUPPORT BRACKETS. ALL FREE EDGES

OF GRATING PANELS MUST BE SUPPORTED.

54" P/S BOX BEAM, TYP.

4" RIGID GALVANIZED

STEEL CONDUIT FOR

NICTD SIGNAL CONTROL

CABLE

4" RIGID GALVANIZED

STEEL CONDUIT FOR

FUTURE NICTD FIBER

OPTIC CABLE (N.I.C.)

SEE SHEET SS-28 FOR

SUPPORT DETAILS.

TWO COAT BRIDGE DECK

WATERPROOFING SYSTEM,

INCORPORATING A TWO-PART

METHYL METHACRYLATE RESIN,

SPRAY-APPLIED IN TWO COLOR

CODED COATS

1


REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.


S. TORRENCE AVE.


& GRADE SEPARATION

SHEET NO.

OF

DRAWING NO.

CSS&SB OVER NORFOLK


S. TORRENCE AVE.



312-565-0450 Project No. 3571

9/2

2/2

010

11

:42

:45

AM

x:\3

50

0S

\3

57

1.0

2\S

tructures\C

SS

_S

B\F

inal\P

lans\3571txsec2.d

gn


CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.


AUGUST 27, 2010

1308

~ BRIDGE ~ TRUSS CHORD

~ TRUSS CHORD

AREMA CLEARANCE DIAGRAM

HANDRAIL POST

2" DIA. GALV. PIPE

HANDRAIL (TYP.)

DETAIL 1

14’-0"

6’-9 1/4 " 4 SPA. @ 2’-11 1/2 " = 11’-10" 1’-5 3/4 " 1’-5 3/4 " 4 SPA. @ 2’-11 1/2 " = 11’-10" 6’-9 1/4 "

FLOORBEAM WEB ‘

DETAIL 1SCALE: 1" = 1’-0"

18’-1"2’-0"2’-0"18’-1"

1’-

10

3/4

"

2 1/

8 "

11 3

/8 "

1/2 " BENT ‘ (CONT.)

WT9x23 (TYP.)

C12x20.7

ASPHALT

PLANKS

NOTES:

4"

4"

1/4

1/4

C12x20.7

~ WT8x20 BRACKET

N.T.S.

SECTION A-A

7" TIE (SEE NOTE 3)

SS-35 RMG

EFS

3/4"=1’-0"

1088

DMC

DECK CROSS SECTION

1/4

15/16 "x2"

SLOTTED HOLES

1/2 "

2 1/

2 "

5 1/

2 "

1 1/2 " 3" 1 1/2 "

L4x4x 1/2 x0’-6"

‘ 1/2 x5 1/2 x0’-6"

3/4 " FLOOR ‘ (C.R.)

B

B

6 1/2 "

VIEW B-BFLOOR PLATE CLAMP DETAIL

PROP. ~ CSS & SB RR

E.B. TRACK

PROP. ~ CSS & SB RR

W.B. TRACK & \

FLOORBEAM FLANGE ‘

(SPACED AT 1’-6"| ALT. CTRS.)

A

2’-0" 2’-0" 3 1/2 "

1/2 "

2" STEEL GRATING

(SEE NOTE 4)

A

4 3/8

12

WT8x20 (TYP.)

(TYP.)

W36 STRINGER

5/8 " BALLAST STOP PLATE

‘ 3/8 x8x0’-9 1/2 "

4’-10 1/4 "

W36x150 STRINGER (TYP.)

‘ 3/8 x3, TOE KICK, CONT.

5/8 " BALLAST STOP PLATE

3/4 " FLOOR PLATE (C.R.)

3/8 " DIA. U-BOLT (TYP.)

‘ 1/2 x4 BETWEEN WT BRACKETS, TYP.

7/8 " DIA. H.S. BOLTS (TYP.)

‘ 3/8 x8x0-5 1/2 "

7/8 " DIA. H.S. BOLTS

DETAIL 7, SHEET SS-39

2"

L4x4x 1/2 (TYP.)

MC18x42.7 (TYP.)

L 4x4x 1/2 " (TYP.

AT EACH C12x20.7

DIAPHRAGM)

8" HALF ROUND PERFORATED

CORRUGATED STEEL PIPE

IN PAN (GALVANIZED), WRAPPED

IN FILTER FABRIC (TYP.)

SEE SHEET SS-63

TYPICAL DECK CROSS SECTION - SPAN 3(LOOKING UPSTATION)

4" RIGID GALVANIZED STEEL CONDUIT

FOR NICTD SIGNAL CONTROL CABLE

4" RIGID GALVANIZED STEEL CONDUIT

FOR FUTURE NICTD FIBER OPTIC CABLE

3-4" RIGID GALVANIZED STEEL

CONDUITS FOR LEVEL 3

UTILITIES (CABLE INSTALLATION

BY OTHERS)

2-4" DIA. RIGID GALVANIZED STEEL

CONDUITS, EACH SIDE OF BRIDGE

SEE DETAIL 3, SHEET SS-36

FOR SUPPORT DETAILS.

31’-8 1/2 "

1. FLOOR PLATE CLAMPS ARE TO BE INSTALLED SQUARE WITH

THE BEAM. ANY CLAMPS NOT SQUARE WILL BE CORRECTED

AT THE CONTRACTOR’S EXPENSE.

2. C.R. DENOTES CORROSION RESISTANT.

3. RAILS, TIES AND REMAINDER OF BALLAST BEYOND FIRST 5"

TO BE FURNISHED AND INSTALLED BY NICTD FORCES.

4. STEEL WALKWAY GRATING TO HAVE MAIN BEARING

BARS 2" x 3/16 ", SPACED 1 3/16 " CENTER TO CENTER.

CROSS BARS TO BE RESISTANCE WELDED AT RIGHT

ANGLES TO THE BEARING BARS AND ARE TO BE SPACED

4 INCHES CENTER TO CENTER. NO NOTCHING OR CUTTING

OF BEARING BARS BEFORE WELDING IS PERMITTED.

GRATING SHALL SAFELY SUSTAIN A UNIFORMLY DISTRIBUTED

LOAD OF 85 POUNDS PER SQUARE FOOT ON A 4’-0" SPAN

AND DEFLECT LESS THAN 1/4 ". FINISH TO BE GALVANIZED.

PROVIDE BANDED ENDS ON EACH SIDE OF SPAN.

BEARING BARS TO BE SERRATED.

5. WORK THIS SHEET WITH SHEETS SS-36 THROUGH SS-39.

‘ 1/2 x4 BETWEEN WT BRACKETS, (TYP.)

1’-

9"

1’-

9"

1’-

9"

1’-

9"

~ TRUSS CHORD

TWO COAT BRIDGE DECK

WATERPROOFING SYSTEM,

INCORPORATING A TWO-PART METHYL

METHACRYLATE RESIN, SPRAY-APPLIED

IN TWO COLOR CODED COATS

VARIES

(4’-11" MIN.)

VARIES

(9’-1" MAX.)

8" M

IN.

BA

LL

AS

T

5" B

AL

LA

ST

BY

CO

NT

RA

CT

OR

(SE

E N

OT

E 3

)

1


1

1

REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.


S. TORRENCE AVE.


& GRADE SEPARATION

SHEET NO.

OF

DRAWING NO.

CSS&SB OVER NORFOLK


S. TORRENCE AVE.



312-565-0450 Project No. 3571

9/2

2/2

010

12

:41

:39

PM

x:\

35

00

S\3

57

1.0

2\S

tru

ctu

res\C

SS

_S

B\F

inal\

Pla

ns\3

57

1b

rn

gd

et0

1.d

gn


CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.


AUGUST 27, 2010

1308

CS

RJW

DMC

1"=1’-0"

ELEVATION SIDE VIEW

SS-60

1113 EXPANSION

BEARING DETAILS

6"

6"

1 1/

2 "

2"

8"

2’-

9 1

/4 "

1’-

3 1

/2 "

5’-

11

3/4

"

5’-3"

8 3

/4 "

2"

6" 3"

2"

1/2

2" 1/8 "

5’-0"

1’-

3"

8"

2’-

9 1

/4 "

5"

3/4 "

2"

~ BRG.

5"

R=4’-0

"

2"

1/2

1’-0

"

7’-0"

~ 6" } PIN

TOP OF

CONCRETE

2’-11"

11 1/2 " 6" 6"

1"

4" ~ 6" } PIN

1"

3"4 1/2 "

3’-6"

1’-3"

2 1

/2 "

1’-8" 1’-8"

GRIND INSIDE

CORNER SQUARE

~ 1 1/16 " } HOLES

FOR 1" } HIGH

STRENGTH TAP BOLTS

‘ 2"x14"x1’-1"

‘ 2"x3 1/2 "x1’-1"

TOP OF BASE ‘

PINTLE MAY BE

THREADED OR

PRESSED FIT

INTO BASE ‘

PINTLE DETAIL

~ PINTLE

A

A

2 1/2 " } ANCHOR ROD

2 1

/2 "

1’-1"

1’-

4"

3 1/2 "

2"

1"

1"

7/8

" 3" RAD.

1 3/4 " } PINTLE

11 1/2 "

9 1/2 "

~ 6" } PIN

~ BRG.

GREASE BEARING ASSEMBLY

BEFORE INSTALLATION

NOTE:

6"

1’-0"

SECTION A-A

SCALE: 1 1/2 " = 1’-0"

3

12

5/16

1/2

1’-3"1’-3"

11 1

/2 "

6"

6"

11 1

/2 "

SCALE: 1 1/2 " = 1’-0"

1"

1/2

1 9/16 " } HOLES FOR

1 1/2 " } A325 HIGH

STRENGTH BOLTS

~ TRUSS CHORD

SIDE RETAINER DETAIL

1 7/8 " }

1 3/4 " }

~ TRUSS CHORD

A.N.S.I. 2501" } x 5" HIGH STRENGTH

BOLT DRILL AND TAP 3 1/4 "

~ TRUSS CHORD

A.N.S.I. 2000

1"

CL

R.

A.N.S.I. 1000 1/2

A.N.S.I. 500

~ BRG. PIER #3

3 1/4 " } HOLES

FOR 2 1/2 " } RODS

UPPER BEARING ASSEMBLY

BOTTOM VIEW

2’-

1"

2’-

1"

5"

8" }

3" 3"

5’-3"

‘ 3" (TYP.)

3" 3" 3"2" 2"

2’-8"

~ BRG.

~ TRUSS CHORD

1/4

SEAL

LOWER BEARING ASSEMBLY

1’-

4"

1’-

4"

2’-6

"2

’-6

"

3’-6" 3’-6"

5" 2’-0" 1’-1" 1’-1" 2’-0" 5"

1’-8" 1’-8"

BASE PLATE

‘ 6"‘ 3" (TYP.)

R=3 1/32 "

HOLE FOR 1 3/4 " }

PINTLE

(TYP. OF 3)

1/2

1/4 (TYP.)

SEAL

1 1/2 " 1 1/2 "

1/2

7" 7" 7" 7"

1’-9"1’-9"

3"

4 1

/2 "

7" 3 1/2 " 3 1/2 " 7"

~ BRG.

5/16

6"6"

1’-0" 1’-1" 1’-0" 1’-1" 1’-0"

2"

3’-5 7/8 " 3’-5 7/8 "

2"

5"

NOTE:

A.N.S.I. 1000 FOR PLATES IN

CONTACT UNLESS NOTED

OTHERWISE (TYP.)

2"

1’-3"

N.T.S.N.T.S.

TYP.

TYP.

TYP.

TYP.

3/16 " WIDE x 1/4 " DEEP

GREASE GROOVE FULL

LENGTH OF SADDLE

(TOP AND BOTTOM)

2 1

/2 "

(TYP.)

TYP.

‘ 1" (TYP.)

DRILL 7/32 " } HOLE

TO GREASE GROOVE.

DRILL AND TAP FOR

1/4 " - 28 GREASE FITTING

1/2 "x5’-2"x7’-2"

LAMINATED FABRIC

PAD

NOTE:

SEE SHEET SS-42 FOR CORRESPONDING

BOLT HOLE LOCATIONS FOR CONNECTION

OF UPPER BEARING ASSEMBLY TO THE

BOTTOM CORD OF TRUSS.

7 1

/2 "

7 1

/2 "

ASTM A588, GR 42

(SEAL WELD ALL AROUND)1


1

7/8 "

(TYP.)

218+00219+00 220+00 221+00 222+00 223+00

PC

Sta

. 108+

94.2

6

PT S

ta. 1

13+02.0

9

5+00

2+00 3+00

4+00 6+00 7+00

EMPLOYEE PARKING LOT

FORD ASSEMBLY PLANT

CONC. SIDEWALK

BUNDLE OF CABLES

RETAINING WALL

HIGH MAST LIGHTTOWER

EOP (TYP.)

FOC (TYP.)

EOP (TYP.)

FOC (TYP.)

FOC (TYP.)

EOP (TYP.)

EOP (TYP.)

FOC (TYP.)

X

X

XX

X

X

X

X

X

X XX

X

X

XXX

REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.

SHEET NO.

9/2

2/2

010

11

:14

:57

AM

x:\

35

00

S\3

57

1.0

2\C

ivil

\Drain

ag

e_

Uti

liti

es\3

57

1w

m1

30

th0

5.d

gn


S. TORRENCE AVE.


& GRADE SEPARATION

DRAWING NO.

OF



312-565-0450 Project No. 3571

S. TORRENCE AVE.

CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.

MAIN CONTRACTDIVISION OF ENGINEERING

AUGUST 27, 2010

1308

30" 30"24"

30"

24"24"

10"

10"

10"

10"

10"

W W W W W W W W W W W W12"

36"

W W W W W W W W W W W W

36"

8"

8"

8"

8"

8"

8"

8"

8"

8" 8"

8"

PL

FORD

12"

W 12" W 12" W 12" W 12" W 12"

12" WM

36" CONC. WM

2"

W

No.2

0’ 40’20’10’

SCALE: 1"= 20’

LPROP. MIXED USE PATH BL

LPROP. E. 130TH ST. MEDIAN B

PROP. E. 130TH ST. B

PROPOSED WATER MAIN PLAN

E. 130TH ST.

TMB

MMO

DMC

1"=20’

W-2

PROP. RETAINING WALL

EXIST. R.O.W.

PROP. R.O.W.

PROP. RETAINING WALL

PERMANENT EASEMENT

SET:

SET:

SET:

SET:

WATER

1 - 12" 90^ 2B MJ BEND AT STA. 217+80.00 (36.00’ RT.)

PLUMBING PERMIT REQUIRED

1 - 12"x8" 3B MJ TEE AT STA. 217+88.38 (36.00’ RT.)

1 - 4 1/2 " M.J. FIRE HYDRANT AT STA. 217+88.38 (48.06’ RT.)

1 - 12"x8" 3B MJ TEE AT STA. 221+54.49 (43.86’ RT.)

1 - 4 1/2 " M.J. FIRE HYDRANT AT STA. 221+54.49 (55.92’ RT.)

X

LEGEND:

DEEP TUNNEL (MWRDGC)

MWRD SEWER (CALUMET INTERCEPTOR)GUTTER FLOW

SHEET FLOW

DIRECTION OF FLOW

PROPOSED COMBINED SEWER

PROPOSED STORM SEWER

EXISTING STORM SEWER

EXISTING COMBINED SEWER

W

W

EXISTING DITCH FLOW

PROPOSED DITCH FLOW

PROPOSED WATER MAIN

EXISTING WATER MAIN

PROPOSED GATE VALVE

PROPOSED FIRE HYDRANT

FIRE HYDRANT TO BE RELOCATED

FROM STA. 221+19.90 (80.51 LT.)

TO STA. 221+19.89 (95.00’ LT)

MA

TC

H L

INE

ST

A. 223+

00

SE

E S

HE

ET

W-3

MA

TC

H L

INE

ST

A. 217+

50

SE

E S

HE

ET

W-1

IRRIGATION SYSTEM NO. 2:

SEE SHEET LS-7 FOR DETAILS

NOTES:

1. CDWM WILL PERFORM ALL THE CONNECTIONS TO EXISTING WATER

MAIN AND ALL OF THE VALVE OPERATIONS REQUIRED FOR THE WATER MAIN

WORK IN THIS PROJECT.

1 - 12" MJ GATE VALVE AT STA. 217+80.00 (40.00’ LT.)

KEEP VALVE CLOSED

BUILD BASIN

START LAYING PIPE TOWARD SOUTH AND WEST

2

3

4

5

SET:

1

SET:

SHUT DOWN EXISTING 36" WATER MAIN

1 - 36" MJ BUTTERFLY VALVE AT STA. 217+92.00 (63.50’ LT.)

BUILD BASIN

CONNECT TO EXISTING 36" CONCRETE WATER MAIN EAST

WITH 1 - 36" DIP TO CONCRETE ADAPTER

1 - 36"x12" 3BMJ TEE AT STA. 217+80.00 (63.00’ LT)

CONNECT TO EXISTING 36" CONCRETE WATER MAIN EAST

WITH 1 - 36" DIP TO CONCRETE ADAPTER

3

4

2

1

5

SEE SHEET W-3 FOR NOTE 6

368

11 ADDENDUM #19/24/10

REVISIONS



CHECKED

APPROVED

DATE

SCALE

CONTRACT NO.

SHEET NO.E. 130TH ST. / S. BRAINARD AVE. /

S. TORRENCE AVE.


& GRADE SEPARATION

DRAWING NO.

OF



312-565-0450 Project No. 3571

LEGEND:

TOP SOIL PLACEMENT, 4"

EXIST. GROUND

PROP. DITCH FLOW LINE - DIRECTION OF

FLOW IS UPSTATION

PROP. DITCH FLOW LINE - DIRECTION OF

FLOW IS DOWNSTATION

EXIST. DITCH FLOW LINE

PAVEMENT REMOVAL

EXISTING PAVEMENT


CSS & SB RR

E. 130TH ST.

NS RR

S. BRAINARD AVE.

S. SAGINAW AVE.

FINAL GRADE

9/2

2/2

010

11:1

6:0

5 A

Mx:\3500S

\3571.0

2\C

ivil\C

rossS

ections\m

ixpathend_sheet.d

gn


EARTH EX. (SPECIAL)

AUGUST 27, 2010

1308

02040 20 40 60 80 120 14002040 20 40 60 80 100 120 140

16+50.00

10

15

9.80

9.8

0

9.8

0BRIDGE OMISSION

17+00.00

5

10

5

10

17+50.00

5

18+00.00

TMB

RMT

DMC XS-102

540

CROSS SECTIONS - ROADWAY

MIXED USE PATH H:1"=10’ V:1"=5’

160 180 200 220 240

7.4

6-(T

C)

8.5

7-(E

OP

)

8.6

6-(C

)

8.7

5-(E

OP

)

L 7

.25-(C

)

7.3

4-(E

OP

)

7.1

6-(E

OP

)

6.5

6-(T

C) L

6.1

1-(T

C)

6.3

4-(E

OP

)

6.4

3-(C

)

6.5

2-(E

OP

)

L

5.2

7

6.8

9-(P

E)

10

5

EX

=5

.52

EO

P=

5.4

9G

=5.4

7T

OC

=5

.48

5.5

0

5.5

3

5.5

6

5.7

5

5.9

5

6.0

5

LEGEND:

TOP SOIL PLACEMENT, 4"

EXIST. GROUND

EXIST. DITCH FLOW LINE

PAVEMENT REMOVAL

EXISTING PAVEMENT

FINAL GRADE

SPECIAL EXCAVATON, 12"

15

10

10

5

10

5

10

5

10

5

60

1.5% 0.42%

1.5%

1.5%

1.5%

BRIDGE APROACH PAVEMENT

5.7

45.1

1

CR

OS

S-S

EC

TIO

N B

RE

AK

LIN

EC

RO

SS

-S

EC

TIO

N B

RE

AK

LIN

EC

RO

SS

-S

EC

TIO

N B

RE

AK

LIN

E

6.3

1

7.7

2

18+28.66

5.9

56.0

96.5

87.4

6

COVER

ONSITE MANAGED SOIL/DAILY

PLACEMENT

ONSITE MANAGED SOIL

PROP. DITCH FLOW LINE-

DIRECTION OF

FLOW IS UPSTATION

PROP. DITCH FLOW LINE-

DIRECTION OF

FLOW IS DOWNSTATION

80

2.5%

2.5%

2.5%

2.5%

1


MX-9 · 2019-05-25 · revisions no. by date description department of transportation city of...

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Transcript of MX-9 · 2019-05-25 · revisions no. by date description department of transportation city of...