ESBD_367671_1720650188498_02._601310000089120_Specifications TxDOT Noise Barrier.pdf

SCALE IN FEET

0' 200'100'

NOISE WALL 612

SHEET 4 OF 4

NOISE WALL 611

[ PRO360

LOCATION MAP

NOISE WALL

NBFR

SBFR

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D

SH 360 NBML

SH 360 SBML

1-1-03

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Pool

Sign

LP

Gate

LP

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MH

Inlet

Inlet

Pool

LP

H-2

1-1-04

PP

Pool

LP

LP

LP

LP FH LP

Culvert

Culvert

Gate

MH

Sign

Inlet

1-1-29

PP

Inlet

Sign

Inlet

LP LP LP LP

Culvert

LP

LP

LP

Culvert Culvert

Sign

TFP

LP

Sign

LP

LP

Tank Caps

LP

Inlet

1-1-30

PP

H-218

Sign

Inlet

Inlet

MH

Overhead Sign

LP

LP

LP

Inlet

LP

Inlet

Inlet

LP

TFP LP LP

Inlet

Obscured Area

Inlet

H-218A

Overhead Sign

549.44 549.44

1.263' CLEARANCE

2.356' CLEARANCE

1.298' CLEARANCE

2.391' CLEARANCE

670+00 675+00 680+00 685+00 690+00 695+00

T2

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T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N M d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

SHEET 1 OF 1

GENERAL NOTES

NOISE WALL

THE SHAFT.

PRODUCES LITTLE SPOIL. PROBING AFTER CLEAN OUT IS ESSENTIAL TO VERIFY THE CONDITION OF THE BASE OF

WITH A "CLEAN-OUT" BUCKET UNTIL ROTATION ON THE BOTTOM WITHOUT CROWD (I.E. PENETRATION UNDER FORCE)

REMOVE ANY SEDIMENTS THAT MAY NOT BE DISPLACED BY THE CONCRETE. THE SHAFT BOTTOMS SHOULD BE CLEANED

24. BEFORE PLACING CONCRETE, THE SHAFT BOTTOM SHOULD BE CLEANED OUT WITH A DRILLING BUCKET IN ORDER TO

OF DRY AUGERING PRIOR TO INTRODUCING DRILLING MUD.

SPECIFIED AT ONE INCH IN TEN FEET OF THE SHAFT LENGTH, AND SHOULD BE CHECKED TO THE FULL DEPTH

23. DRILLED SHAFT EXCAVATIONS SHOULD BE INSPECTED FOR VERTICALITY AND SIDE SLOUGHING. VERTICALITY IS

CONSTRUCTION ARE ALLOWED UNDER TxDOT STANDARD SPECIFICATIONS.

TxDOT CONSTRUCTION BULLETIN C-9, AND ACI 336.1-89. SLURRY DISPLACEMENT METHODS FOR DRILLED SHAFT

22. DRILLED SHAFT CONSTRUCTION AND INSTALLATION SHOULD FOLLOW TxDOT STANDARD SPECIFICATION ITEM 416, SHALL BE 1 FOOT.

* GRAY SANDSTONE IS ENCOUNTERED, THE MINIMUM PENETRATION INTO GRAY SANDSTONE

SHALE SHALL BE 4 FEET.

* DARK GRAY SHALE IS ENCOUNTERED, THE MINIMUM PENETRATION INTO DARK GRAY

21. IF, DURING THE DRILLING OF THE DRILLED SHAFTS:

20. DRILLED SHAFTS ARE DESIGNED FOR COMBINED SKIN FRICTION AND POINT BEARING.

19. REFER TO NOISE WALL AESTHETIC DETAIL SHEET FOR ADDITIONAL DETAILS.

BOWING: `‚" PER 10'

WARPING: ˆ" PER FOOT DISTANCE TO NEAREST CORNER

OUT OF SQUARE: „" PER 6 FT., BUT NOT MORE THAN …" TOTAL ALONG ANY SIDE

OPENINGS: `•"

PLANE OF SIDE MOLD: `ˆ"

THICKNESS: `‰"

OVERALL HEIGHT AND WIDTH: `‰"

18.CASTING TOLERANCES:

PLACEMENT OF CONCRETE. REFER TO SPECIFICATIONS.

INSERTS, CONDUITS, JUNCTION BOXES, PULL BOXES, SLEEVES, ARCHITECTURAL REQUIREMENTS AND THE LIKE, BEFORE

17.CONCRETE WORK SHALL BE COORDINATED AND VERIFIED WITH ALL OTHER TRADES TO ASSURE PROPER PROVISIONS FOR

16.CHAMFER ALL EXPOSED CONCRETE EDGES ƒ" UNLESS OTHERWISE NOTED.

WITH THE RECOMMENDATIONS OF CURRENT ACI DETAILING MANUAL.

15.REINFORCEMENT DETAILING, BAR SUPPORTS, SPACERS AND ACCESSORIES NOT SHOWN IN THE PLANS SHALL BE IN ACCORDANCE

14.MINIMUM CLEARANCE TO REINFORCING STEEL SHALL BE 1• INCHES (EXCLUDING FORM LINER) UNLESS OTHERWISE NOTED.

TxDOT BRIDGE DETAILING GUIDE.

13.THE MINIMUM LAP SPLICE AND EMBEDMENT LENGTHS, NOT SHOWN ON DRAWINGS, SHALL BE IN ACCORDANCE WITH THE CURRENT

UNLESS NOTED OTHERWISE.

12.ALL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE OUT-TO-OUT OF BAR. ALL COVER DIMENSIONS ARE CLEAR DIMENSIONS, REQUIRED BY THE PRECAST MANUFACTURER.

11.ALL REINFORCEMENT SHALL BE NON-EPOXY ASTM A-615 GRADE 60 OR EQUIVALENT WELDED WIRE FABRIC REINFORCING AS

10.DRILLED SHAFT CONCRETE AND SPECIAL FOUNDATION CONCRETE SHALL BE CLASS C f'c = 3,600 PSI (28 DAYS STRENGTH).

9. ALL CAST-IN-PLACE CONCRETE SHALL BE CLASS F f'c = 4,000 PSI (28 DAYS STRENGTH).

8. ALL PRECAST CONCRETE SHALL BE CLASS H f'c = 4,000 PSI (28 DAYS STRENGTH).

IMPACT LOADS ARE APPLIED TO NOISE WALL.

7. NOISE WALLS ARE DESIGNED FOR A MAXIMUM WALL HEIGHT OF 14'-0" AND A MAXIMUM WIND SPEED OF 70 MPH. NO TRAFFIC

AND INTERIM REVISIONS THERETO.

6. DESIGN OF PRECAST NOISE WALL IS IN ACCORDANCE WITH 2014 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (7TH EDITION)

CONSTRUCTION OF HIGHWAYS, STREET AND BRIDGES (2014), SPECIAL SPECIFICATIONS AND SPECIAL PROVISIONS THERETO.

5. MATERIAL AND CONSTRUCTION SPECIFICATIONS: TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

CONSTRUCTION AS REQUIRED. THESE WILL NOT BE PAID FOR SEPARATELY, AND WILL BE CONSIDERED SUBSIDIARY.

REGARD TO THE NOISE WALL. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES RELATED TO THE NOISE WALL

4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE CITY, TXDOT, RESIDENTS, UTILITIES, AND ABUTTERS WITH

SUBSIDIARY.

PICK-UP LOCATION, CRADLES, AND PICK-UP INSERTS. THIS WILL NOT BE PAID FOR SEPARATELY, AND WILL BE CONSIDERED

LIMITED TO ERECTION DESIGN, CONSTRUCTION SEQUENCE, CRANE OPERATION COORDINATION WITH OVERHEAD UTILITIES,

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ERECTION AND HANDLING OF PRECAST UNITS, INCLUDING BUT NOT

TAKE "CAUTION" IN AREAS WHERE UTILITIES ARE CLOSE TOGETHER TO AVOID DAMAGING UTILITIES.

SEE NOISE WALL LAYOUT. CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS PRIOR TO CONSTRUCTION AND

AND NOTIFYING THE ENGINEER OF ANY DISCREPANCY BEFORE CONSTRUCTION BEGINS. FOR ADDITIONAL INFORMATION,

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES (OVERHEAD AND UNDERGROUND), THERE MAY BE MULTIPLE PRECAST PANELS STACKED VERTICALLY IN EACH BAY.

1. THE CONTRACTOR SHALL CONSTRUCT CAST-IN-PLACE OR PRECAST CONCRETE COLUMNS TO SUPPORT THE PRECAST PANELS.

GENERAL NOTES:

WILL BE MEASURED AND PAID FOR SEPARATELY UNDER THE APPROPRIATE ITEM NUMBER.

30. DRILLED SHAFTS, SPECIAL FOUNDATION CONCRETE, AND RIPRAP BENEATH NOISE WALLS

29. VOID FORMS WILL NOT BE PAID SEPARATELY, AND WILL BE CONSIDERED SUBSIDIARY.

SHAFTS THAT HAVE BEEN CONCRETED WITHIN THE LAST 24 HOURS.

28. SHAFT EXCAVATIONS SHOULD NOT BE MADE WITHIN THREE SHAFT DIAMETERS (EDGE TO EDGE) OF

DRILLED SHAFT.

THE ENGINEER IN CHARGE MUST ASSESS THE INFLUENCE OF THE CASING ON THE AXIAL RESISTANCE OF THE

ANALYSES ASSUME NO CASING WILL BE LEFT IN PLACE. IF THE TEMPORARY CASING CANNOT BE REMOVED, BE EXTRACTED SLOWLY AND SMOOTHLY WITH A VIBRATORY HAMMER WITHOUT ROTATION. THE DESIGN

GROUNDWATER LEVEL OUTSIDE THE CASING PRIOR TO AND DURING EXTRACTION. THE CASING SHOULD

USED, THE LEVEL OF CONCRETE WITHIN THE CASING SHOULD BE MAINTAINED WELL ABOVE THE

27. CASING AND/OR SLURRY MAY BE NEEDED TO PREVENT GROUNDWATER AND CAVING IN. IF CASING IS

INTEGRITY.

TAKING AN UNREASONABLY HIGH OR LOW VOLUME OF CONCRETE SHOULD BE CORED TO CHECK THEIR

26. A COMPUTATION OF THE FINAL CONCRETE VOLUME FOR EACH SHAFT SHOULD BE MADE. SHAFTS

LARGE AS THE LARGEST CONCRETE AGGREGATE SIZE.

SPECIFICATION ITEM 416.3.3. THE TREMIE PIPE DIAMETER SHOULD BE AT LEAST EIGHT TIMES AS

25. CONCRETE PLACEMENT SHOULD BE ACCOMPLISHED AS DIRECTED IN TXDOT STANDARD

F I

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

G N d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

Pool

LP

LP FH

MH

P

O T

I

0 5+00

LPLP

A

IL

C P

F H

G U

Y

L P

L P

W

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.0

S S

H

IM

S S

.4

S S

IM

PP

F I

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N L d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

T

M F

LAYOUT

NOISE WALL 612

STA 2+00 TO 5+00

SHEET 1 OF 2

M A

T

S T

A

M A

T

A

1+00 2+00 3+00

4+00 5+00

220 LF NOISE WALL

A

A

SECTION A-A

RD

W

I X

E

2'-0"

VARIES FRONTAGE

SBFR

SCALE IN FEET

HORZ

VERT 0'

0' 20' 40'

20'10'

(TYP)

E X I

S T I

N G

1 2 3 5 6 7 8 9 11 12 13 14 15

H

TOP OF NOISE WALL

BOTTOM OF NOISE WALL

EXISTING GROUND

STA 694+68.33, 236.81' RT

= [ PRO360

STA 2+00.00+

BEGIN NOISE WALL 612

20' PANEL

STA 694+68.33, 236.81' RT

= [ PRO360

STA 2+00.00+

BEGIN NOISE WALL 612

STA 693+50.86, 231.08' RT

= [ PRO360

PI STA 3+20.00+

NOISE WALL 612

STA 693+14.88, 246.88' RT

= [ PRO360

PI STA 3+60.00+

NOISE WALL 612

NOISE WALL 612

220 LF

PANEL H = 12'

| NOISE WALL \ [ DRILLED SHAFT

RIPRAP

2'-0"

RIPRAP

X = PANEL POINT ID

FL EL=532.92'

BOX CULVERTS

EX. 3-8'X5'

40 LF NOISE WALL

700' TOTAL LENGTH OF NOISE WALL 612

"N012C"

TEST HOLE

"N012D"

TEST HOLE

ON SPECIAL FOUNDATION

40 LF NOISE WALL

B O

T T

O M

B K

(TYP)

BK

(TYP)

BK

(TYP)

FWD

(TYP)

FWD

NOISE WALL

BOTTOM OF

PANEL H = 12'

40 LF40 LF

PANEL H = 8.75'

SEE TABLE FOR LENGTH

UNLESS NOTED OTHERWISE

DRILL SHAFT (TYP)

30" DIA

DRILL SHAFT

36" DIA

DRILL SHAFT

36" DIA GAS LINE

CONTRACTOR TO LOCATE

WASTEWATER LINE

CONTRACTOR TO LOCATE

Pool

Inlet

LP

LP5+00

P O

T

T X

D

M E

T E

R

L P

B

A

L Y

IL

C P

E

E L E

C T

IC

B

X

D R

O P

D R

O P

D R

O P

D R

O P

D R

O P

E

PP

PP

PP

PPPPPP

F I

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N L d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

M A

T

A

SHEET 2 OF 2

STA 5+00 TO 8+90

LAYOUT

NOISE WALL 612

M A

T

A

7+00 8+00 9+006+00

700' LENGTH OF NOISE WALL 612

5+00

400 LF NOISE WALL

A

A

SECTION A-A

RDW

I X

E

2'-0"

VARIES FRONTAGE

SBFR

SCALE IN FEET

HORZ

VERT 0'

0' 20' 40'

20'10'

17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35

E X I

S T I

N G

20' PANEL

(TYP)

PANEL H = 12'

400 LF

TOP OF NOISE WALL

EXISTING GROUND BOTTOM OF NOISE WALL

NOISE WALL 612

H

STA 687+84.55, 237.75' RT

= [ PRO360

STA 9+00.00

END NOISE WALL 612

STA 687+84.55, 237.75' RT

= [ PRO360

STA 9+00.00

END NOISE WALL 612

| NOISE WALL \ [ DRILLED SHAFT

RIPRAP

2'-0"

RIPRAP

X = PANEL POINT ID

"N012A"

TEST HOLE

"N012B"

TEST HOLE

B O

T T

O M

B K

(TYP)

BK

(TYP)

BK

(TYP)

FWD

(TYP)

FWD

SEE TABLE FOR LENGTH

DRILL SHAFT (TYP)

30" DIA

DETAILS

NOISE WALL

SHEET 1 OF 3

SCALE: ‚" = 1'-0"

PLAN

ELEVATION

SCALE: ƒ" = 1'-0"

SCALE: ‚" = 1'-0"

SCALE: ‚ = 1'-0"

(SHOWN FOR SLOPING OR UNEVEN TERRAIN)

RIPRAP DETAIL

1"

BACKER ROD

SILICONE SEALANT 2

TOOL ‚" R

MATERIAL

BITUMINOUS FIBER

1" PREFORMED

TYPE A JOINT DETAIL

(CL B)

RIPRAP (CONC)

(CL B)

RIPRAP (CONC)

AND WILL BE CONSIDERED SUBSIDIARY TO OTHER BID ITEMS.

TYPE A JOINT WILL NOT BE PAID SEPARATELY

ALLOWABLE HOURS FOR SEALANT APPLICATION.

AND 85°F AND RISING. ENGINEER TO DETERMINE

INSTALL WHEN AMBIENT TEMPERATURE IS BETWEEN 55°F

SEALANT SHALL BE CLASS 7 SILICONE SEALANT.

SEALANT.

REACTION SHALL OCCUR BETWEEN THE ROD AND THE

AND SHALL BE COMPATIBLE WITH THE SEALANT; NO

BACKER ROD SHALL BE 25% LARGER THAN JOINT OPENING

6" 6"

[ PANEL

DRILL SHAFT DETAIL

F I

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N D d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

V A

R I

E S

S T

E P

A I

N

T

Y P

O P

E N I

G

PANEL(S)

CONCRETE

PRECAST

V A

R I

E S

S T

E P

(TYP)(TYP)

(TYP) (TYP)

U BARS

(TYP)

SLOPE

SLOPE SLOPE

SLOPE

2"

T

Y P

X

L/4

1'-4" 1'-4"

V A

R I

E S

(USUAL)

R.O.W.

JOINT

TYPE A

(SEE GENERAL NOTES)

PRECAST CONCRETE POST (TYP)

CAST-IN-PLACE OR

EDGE OF RIPRAP

JOINT

TYPE A

PANELS

[ DRAINS

L/2 L/4

4'-0"

2'-0" 2'-0"

1'-4"

(TYP)

JOINT

TYPE A

[ DRAINS

5~#4 BARS

2~#4 BARS

[ DRAINS

2'-0"

4'-0"

2'-0"

(TYP)

PANEL WITH GROUT

FILL VOID UNDER

1'-4"1'-4"

CONC RIPRAP CL "B"

(CL B)

RIPRAP(CONC)

(TYP)

DRILL SHAFT

TOP OF

SHAFT

DRILL

[ 30" DIA

L = 20'-0" MAXIMUM SPACING FOR DRILL SHAFTS AND POSTS

[ DRILL SHAFTS

[ PANEL &

FRONT SIDE OF WALL)

SHOWN (BACK SIDE OF WALL &

1'-4" LENGTH OF SLOPE AS

[ DRILL SHAFT

[ CONCRETE POST & [ DRILL SHAFT

[ CONCRETE POST &

[ DRILL SHAFTS & [ POSTS

1'-6" 1'-6"

3"

#3 AT 12" SPA

BAR U

2~#4 BARS

(TYP)

8" VOID FORM

SPA EACH WAY

#4 AT 12" MAX

2" 2"

BARS U

6"

TYPICAL SECTION

V

R I

E S

X

3"

EXCLUDING SURFACE FINISH

4" MINIMUM

B/WALL

T/WALL

S

Y O

U

OPENING

DRAIN

& TEXTURE INFORMATION

FOR FORMLINER, SURFACE FINISH,

SEE NOISE WALL AESTHETIC DETAILS

CORNERS ONLY (TYP)

ƒ" CHAMFER EXPOSED

RIPRAP (CONC) (CL B)RIPRAP (CONC) (CL B)

T C

H

30" DIA

3"

3"

CLR

STEEL 8~#9

REINFORCING

VERTICAL

#3 SPIRAL

TOP AND BOTTOM

ONE FLAT TURN

REINFORCING

VERTICAL

D R I

A

G N

T H

DRILL SHAFT

[ POST AND

SHEET 2 OF 3SCALE: ‚" = 1'-0"

SCALE: ‚" = 1'-0"

PLAN-SPECIAL FOUNDATION

PARTIAL ELEVATION-SPECIAL FOUNDATION

SCALE: ‚" = 1'-0"

DRILL SHAFT DETAIL

F I

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N D d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

4"4"

2-T

BAR S SPACING

A A

1'-7 1/2 "

1'-7 1/2 "

20'-0" 20'-0"

JOINT

TYPE A

[ BEAM

[ PANEL AND

[ CONCRETE POST

[ CONCRETE POST

JOINT

TYPE A

INTO BEAM)

(EXTEND 2'-10"

10-#9 BARS

S

ELEV

T/DS B

B

37 SPA @ 12" MAX (L=40 FT)

57 SPA @ 12" MAX (L=60 FT)1'-6"

(L-40) FT

PANEL (TYP)

CONCRETE POST

PERPENDICULAR TO

CONC CL B

RIPRAP

CONC CL B

RIPRAP

DRILL SHAFT

[ 36" DIA

PANEL(S)

PRECAST CONCRETE

V A

R I

E S

S T

E P

4-A

U

(SEE SECTION A)

B BARS

[ CONCRETE POST &

[ DRILL SHAFT [ CONCRETE POST &

[ DRILL SHAFT

MATERIAL (TYP)

BITUMINOUS FIBER

•" PREFORMED

SHAFTS

BETWEEN [ DRILL

UNIFORM SLOPE

JOINT

TYPE A

L = 60'-0" (NW 502 AND 504); L=40'-0" (NW 612)

T C

H

36" DIA

3"

CLR

#3 SPIRAL

TOP AND BOTTOM

ONE FLAT TURN

REINFORCING

VERTICAL

3"

STEEL 10~#9

REINFORCING

VERTICAL

DRILL SHAFT

[ POST AND

D R I

A

G N

T H

SHEET 3 OF 3

SCALE: •" = 1'-0" SCALE: •" = 1'-0"

2'-11"

6"

(TYP)

WEIGHTLENTGHNO. SIZEBAR

REINFORCING STEEL Lb

CY

(ONE) L = 60 FT

CLASS "C" CONCRETE (MISC)

U

T

S

B2

B1

A

18'-9 ƒ"

60'-0"

12'-8"

57'-0"

60'-0"

60'-0"

24.7

WEIGHTLENTGHNO. SIZEBAR

REINFORCING STEEL Lb

CY

(ONE) L = 40 FT

CLASS "C" CONCRETE (MISC)

U

T

S

B

A

18'-9 ƒ"

40'-0"

12'-8"

40'-0"

40'-0"

16.9

(SPECIAL FOUND)

QUANTITIES

TABLE OF ESTIMATED

INFORMATION ONLY.

PROVIDED FOR CONTRACTOR'S1

SECTION A-A (L=40 FT)SECTION A-A (L=60 FT)

BARS U

BARS S

2'-9 ƒ"

1'-4 ‡"

SCALE: …" = 1'-0"

SECTION B-B (L=60 FT)

SCALE: …" = 1'-0"

SECTION B-B (L=40 FT)

F I

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N D d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

10/25/2017

T C

H

B2

B2

A

T

A

B1

2"

(TYP)

S

H

S

I

Y O

U T

AND TEXTURE INFORMATION

FOR MORE FORMLINER, SURFACE FINISH,

SEE NOISE WALL, AESTHETIC DETAILS

CORNERS ONLY (TYP)

ƒ" CHAMFER EXPOSED

B/WALL

T/WALL

8" VOID FORM

EXCLUDING SURFACE FINISH

4" MINIMUM

1'-7 •" 1'-7 •"

[ BEAM

[ PANEL AND

A

T

A

2"

(TYP)

H

S

I

Y O

U T

AND TEXTURE INFORMATION

FOR MORE FORMLINER, SURFACE FINISH,

SEE NOISE WALL, AESTHETIC DETAILS

CORNERS ONLY (TYP)

ƒ" CHAMFER EXPOSED

B/WALL

T/WALL

EXCLUDING SURFACE FINISH

4" MINIMUM

1'-7 •" 1'-7 •"

[ BEAM

[ PANEL AND

8" VOID FORM

B

S

Š

S

B1

B2

S

U

1'-7 •"

3 •" 12" O.C. 3 •"

SPACING

BARS 12" O.C.

U

3" 3"

"3 111 "3

111 "3 111 "3

111 "3 111 "3

[ POST

SPACING

BARS

SHAFT

[ DRILL

[ BEAM

SHAFT

[ DRILL

[ BEAM

1'-7 •"

[ POST

A

A

SHAFT

[ DRILLED

[ POST

SHAFT

[ DRILLED

[ POST

L E

D A

T E c p w v i g e d w o r k i n g c a a h e r n a n d e z d m s

P E

N D d g n

JOB HIGHWAY

SHEET NO.COUNTY

CONT SECT

DIST

C ransportationDepartment ofT T exas

D N

C K

D W

C K

U R

S U

R S

U R

S U

R S a h e r n a n d e z

SH 360

TARRANTFTW

2266 02

Dallas, Texas 75243

9330 LBJ Frwy, Ste. 1150

TBPE Firm Registration No. 6981

Suite 6000

1950 N. Stemmons Frwy.

Dallas, Texas 75207

(214) 741-7777

TBPE NO. F-3162

AN COMPANY

SH 360

P R

O F

ESSIONAL EN

G

IN

E E

R

S T A

TE

OF TEX

A S

KENNETH E. GOTTLEABER

61759 R

EGISTERED

11/21/2017

TABLE

SHAFT

NW 608C DRILL

ID

POINT

PANEL

ELEV.

D.S.

TOP OF

(FT)

LENGTH

1 597.40 28

2 597.40 28

3 598.01 28

4 598.63 28

5 599.30 28

6 600.00 28

7 600.76 28

8 601.56 28

9 602.33 28

10 603.06 28

11 603.94 28

12 604.67 28

13 605.39 28

14 605.90 28

15 606.32 28

16 606.74 28

17 607.11 28

18 607.45 26

19 607.45 26

20 607.89 26

21 607.89 26

22 608.36 26

23 608.67 26

24 609.13 26

25 609.13 26

26 609.62 26

27 609.62 26

28 610.11 26

29 610.11 26

30 610.11 26

31 610.61 26

32 610.61 26

33 610.61 26

34 611.05 26

35 611.05 26

36 611.05 26

37 611.05 26

38 611.05 26

39 611.05 26

40 611.05 26

41 611.05 26

42 611.55 26

43 611.55 26

44 611.55 26

45 611.55 26

TABLE

SHAFT

NW 608B DRILL

ID

POINT

PANEL

ELEV.

D.S.

TOP OF

(FT)

LENGTH

1 588.56 26

2 588.56 26

3 588.98 26

4 589.48 26

5 589.89 28

6 590.31 28

7 590.73 28

8 591.14 28

9 591.48 28

10 591.48 28

11 591.95 28

12 592.38 28

13 592.38 28

14 592.84 28

15 592.84 28

16 593.28 28

17 593.64 28

18 593.64 28

19 593.64 28

20 593.64 28

21 593.94 28

22 593.94 28

TABLE

SHAFT

NW 609 DRILL

ID

POINT

PANEL

ELEV.

D.S.

TOP OF

(FT)

LENGTH

1 611.93 26

2 611.93 26

3 611.93 26

4 611.93 26

5 612.05 26

6 612.05 26

7 612.05 26

8 612.15 26

9 612.15 26

10 612.15 26

11 611.80 26

12 611.80 26

13 611.80 26

14 611.65 26

15 611.45 26

16 611.45 26

17 611.45 26

18 611.45 26

19 611.18 26

20 610.93 26

21 610.43 26

22 609.93 26

23 609.43 26

24 608.93 26

25 608.93 26

TABLE

SHAFT

NW 610 DRILL

ID

POINT

PANEL

ELEV.

D.S.

TOP OF

(FT)

LENGTH

1 607.32 30

2 607.32 30

3 607.82 30

4 607.82 30

5 607.42 30

6 607.02 30

7 607.02 30

TABLE

SHAFT

NW 611 DRILL

ID

POINT

PANEL

ELEV.

D.S.

TOP OF

(FT)

LENGTH

1 545.87 24

2 545.87 24

3 546.37 24

4 546.87 24

5 547.32 24

6 547.32 24

7 547.32 24

8 546.92 24

9 546.72 24

10 546.72 24

11 546.72 24

12 546.32 24

13 546.32 24

14 546.02 24

15 546.02 24

16 545.67 24

17 545.67 24

18 545.27 24

19 544.97 24

20 544.97 24

21 544.47 24

22 544.07 24

23 543.62 24

24 543.12 24

25 543.12 24

26 543.12 24

TABLE

SHAFT

NW 612 DRILL

ID

POINT

PANEL

ELEV.

D.S.

TOP OF

(FT)

LENGTH

1 541.39 22

2 541.39 22

3 541.29 26

4 NA

5 541.54 26

6 541.54 22

7 541.79 22

8 541.79 22

9 542.04 22

10 542.54 22

11 543.04 20

12 543.04 20

13 543.04 20

14 543.04 20

15 543.04 20

16 543.04 20

17 543.24 20

18 543.44 20

19 543.64 20

20 543.84 20

21 543.84 20

22 544.24 20

23 544.24 20

24 544.64 20

25 544.64 20

26 544.64 20

27 544.64 20

28 544.64 20

29 544.64 20

30 544.84 20

31 545.14 20

32 545.14 20

33 545.51 20

34 545.51 20

35 545.51 20

36 545.51 20

SHEET 3 OF 3

TABLE

DRILL SHAFT

NOISE WALL

SHAFT TABLE

NW 609 DRILL

SHAFT TABLE

NW 610 DRILL

SHAFT TABLE

NW 611 DRILL

SHAFT TABLE

NW 612 DRILL

SHAFT TABLE

NW 608C DRILL

SHAFT TABLE

NW 608B DRILL