Techical_Exhibit_B_Contract_Drawings.pdf

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US Army Corps of Engineers ® HUITT -ZOLIARS

FORT WORTH DISTRICT

FORT HOOD, TEXAS

MOHAWK ROAD RECONSTRUCTION

CLARKE ROAD TO COBRA DRIVE

100 °/o DESIGN SUBMITTAL

SOLICITATION NO.: XXXXXX-XX-X-XXXX

CONTRACT NO.:

ISSUE DATE:

W9126G-11-D-0005

DECEMBER 02, 2016

D

FRiEESE

�NICHOLS

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US Army Corps of Engineers•

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Engineering & Services D1v1s1on

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Designed By:

J. SCHLEICH

Date:

02-DEC-2016

AD011914P

Project No.

SHEET

REFERENCE

NUMBER

G-001

Sheet 1 of 45

C 0 a ·5 <I) (l)

�3 f-+-----------�---------�----------�---------�----------�--------------1 '------ Plot Date:---- Plot By: jschleich Filename: G:\proj\R300415.04 - USACE Fort WOrth - Mohawk Road Reconstru\22X34 BORDER1.dwg

KEY MAP

CP101

C L

A R

K E R

D

R2-1

G R

ID

A -1 A

N D A -2

S

IG

N

IN

G A

N D S

T R

IP

IN

G P

L A

N S

H E

E T

LIMIT

SPEED

M A T C

H L

IN

E S

T A .0 S

E E B

E L O

W L

E F T

M A

T C

H L

IN

E S

T A .0

S

E E S

H E

E T C

P

M

T C

H L

IN

E S

T A .0

S

E E A

B O

V E R

IG

H T

MOHAWK ROAD CL

MOHAWK ROAD CL

4’ TYP.

11’

11’

STA 103+33.63

OM2-2V

OM2-2V

SCALE: 1" = 50’

(2 EA)

NEW

(2 EA)

NEW

SCALE: N.T.S.

12’

12’

12’

12’

36’ 12’

N

N

N

123.2’

104+95

40 MPH SIGN

EXISTING

REPLACE

REMOVE &

STA 115+50

50’ 100’0

Sheet 16 of 46

991.55

CIRST

1011.89

CIRST

997.11

CIRST

FO

FO

FO

1000.22

G ST - TC ST

1000.75

TC

1002.01

TC

1003.51

TC

1005.91

TC

1008.38

TC

1011.56

TC PC

1013.04

TC

1013.47

TC PT

1013.68

TC

1013.73

TC

1013.74

TC N

1013.45

TC ST

1013.34

TC PC

1012.73

TC

1011.45

TC PT

1008.96

TC

1006.50

TC

1003.82

TC

1002.48

TC

1000.70

TC

1000.22

G N - TC N

1013.66

TC

1013.51

TC

1013.42

TC N

1003.60

XST

4 98 5.2

CI

RST

5 98 4.1

CI

RST

FO

FO

FO

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E O

F

A B C D E F

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS

n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

/3

/2

:1

:5

P

M G E

N G

S

V C \P ro j\

A D

P R

O A

D W

A Y C

O N

S T

R U

C T

IO

N M

O H

A W

K R

D \F lo o rp la n s

D e s ig n \W

G -1

-D -0

-C

P .d g n

-J

A N -2

M O

H A

W K R

D R

O A

D W

A Y C

O N

S T

R U

C T

IO

N

AD011914P

J

C H

A V

A R

R

IA

SIGNING & STRIPING KEY NOTES

ALONG EDGE OF PAVEMENT

6" SOLID WHITE LINE CONTINUOUS

18" SOLID WHITE STOP BARS

SOLID WHITE TURN LANE-USE ARROW

6 SOLID WHITE THROUGH LANE-USE ARROW

12" SOLID WHITE LANE LINE

CROSSWALK MARKINGS WITH 4’ GAP

2’ WIDE BY 8’ TALL SOLID WHITE

SEE DETAIL 1 SHT C-511.

ON NEW CULVERT HEADWALLS.

MARKER SHALL BE INSTALLED

OM2-2V, 6"X12", TYPE 2 OBJECT

AT 40’ SPACE. SEE DETAIL 3 SHT C-511.

TYPE II A-A RAISED PAVEMENT MARKERS

4" SOLID DOUBLE YELLOW LINES WITH

SEE SHT CP-104 FOR ADDITIONAL INFORMATION.

SHT C-511 AND DETAILS ON SHT C-512.

SPEED LIMIT SIGNS. SEE DETAIL 2

SHALL REPLACE ALL EXISTING 40 MPH

R2-1, 24"X30", 35 MPH SPEED LIMIT SIGN

INDICATED ON SHT CP-104.

REMOVE, REPLACE OR INSTALL SIGN AS

SIGNING & STRIPING GENERAL NOTES

THERMOPLASTIC UNLESS NOTED OTHERWISE.

ALL PERMANENT PAVEMENT MARKINGS SHALL BE 4.

STRIPING IS SHOWN "NOT TO SCALE" FOR CLARITY.3.

OF THE TEXAS M.U.T.C.D.

STRIPING SHALL CONFORM TO THE REQUIREMENTS 2.

MOUNTING DETAIL.

DETAILS ON SHEETS C-511 AND C-512 FOR

REQUIREMENTS OF THE TEXAS M.U.T.C.D. SEE

SIGNS AND THEIR INSTALLATION SHALL MEET THE 1.

CP102

ID

A -3 A

N D

-4

N

IN

G A

N D S

T R

IP

IN

G P

L A

N S

H E

E T

1 3 2

M A

T C

H L

IN

E S

T A .0

S

E E B

E L

O W L

E F

T M

A T

C H

L

IN

E S

T A .0

S

E E S

H E

E T C

P

T C

H L

IN

E S

T A .0

S

E E S

H E

E T C

P

T C

H L

IN

E S

T A .0

S

E E A

B O

V E R

IG

H T

MOHAWK ROAD CL

MOHAWK ROAD CL

4’ TYP.

4’ TYP.

SCALE: 1" = 50’

12’

12’

SCALE: N.T.S.

12’

12’

N

N

N

50’ 100’0

Sheet 17 of 46

1014.96

CIRST

993.09

CIRST

FO

FO

v

981.

60DST

981.

CIRST

FO

FO

v

.15

T14

.59

T19

.51

T30

.78

T36

.16

T39

.46

CIRST

FO

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

/3

/2

:1

:5

P

M G E

N G

S

V C \P ro j\

A D

P R

O A

D W

A Y C

O N

S T

R U

C T

IO

N M

O H

A W

K R

D \F lo o rp la n s

D e s ig n \W

G -1

-D -0

-C

P .d g n

-J

A N -2

M O

H A

W K R

D R

O A

D W

A Y C

O N

S T

R U

C T

J

C H

A V

A R

R

IA

SIGNING & STRIPING KEY NOTES

ALONG EDGE OF PAVEMENT

6" SOLID WHITE LINE CONTINUOUS

18" SOLID WHITE STOP BARS

SOLID WHITE TURN LANE-USE ARROW

6 SOLID WHITE THROUGH LANE-USE ARROW

12" SOLID WHITE LANE LINE

CROSSWALK MARKINGS WITH 4’ GAP

2’ WIDE BY 8’ TALL SOLID WHITE

SEE DETAIL 1 SHT C-511.

ON NEW CULVERT HEADWALLS.

MARKER SHALL BE INSTALLED

OM2-2V, 6"X12", TYPE 2 OBJECT

AT 40’ SPACE. SEE DETAIL 3 SHT C-511.

TYPE II A-A RAISED PAVEMENT MARKERS

4" SOLID DOUBLE YELLOW LINES WITH

SEE SHT CP-104 FOR ADDITIONAL INFORMATION.

SHT C-511 AND DETAILS ON SHT C-512.

SPEED LIMIT SIGNS. SEE DETAIL 2

SHALL REPLACE ALL EXISTING 40 MPH

R2-1, 24"X30", 35 MPH SPEED LIMIT SIGN

INDICATED ON SHT CP-104.

REMOVE, REPLACE OR INSTALL SIGN AS

SIGNING & STRIPING GENERAL NOTES

THERMOPLASTIC UNLESS NOTED OTHERWISE.

ALL PERMANENT PAVEMENT MARKINGS SHALL BE 4.

STRIPING IS SHOWN "NOT TO SCALE" FOR CLARITY.3.

OF THE TEXAS M.U.T.C.D.

STRIPING SHALL CONFORM TO THE REQUIREMENTS 2.

MOUNTING DETAIL.

DETAILS ON SHEETS C-511 AND C-512 FOR

CP103

C O

B R

A D

R

R2-1

LIMIT

SPEED

ID

A -5 A

N D

-6

N

IN

G A

N D S

T R

IP

IN

G P

L A

N S

H E

E T

M A

T C

H L

IN

E S

T A .0

S

E E S

H E

E T C

P

T C

H L

IN

E S

T A .0

S

E E A

B O

V E R

IG

H T

M A

T C

H L

IN

E S

T A .0

S

E E B

E L

O W L

E F

T

MOHAWK ROAD CL

MOHAWK ROAD CL

4’ TYP.

4’ TYP.

STA 154+05.41

WITH EXISTING

EDGE STRIPING

CONNECT NEW

WITH EXISTING

CENTERLINE STRIPING

CONNECT NEW

OM2-2V

NEW

OM2-2V

NEW

OM2-2V

NEW

OM2-2V

NEW

OM2-2V

NEW

9 9

SCALE: 1" = 50’

12’

12’ SCALE: N.T.S.

12’

N

N

N

40 MPH SIGN

EXISTING

REPLACE

REMOVE &

STA 150+10

50’ 100’0

Sheet 18 of 46

12’

OM2-2V

NEW

142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00

.96

CIRF /

TWG T

RAV P

T

.85

CIRST

FO

FO

152+00 153+00 154+00 155+00 156+00 157+00

.84

60DST

.77

60DST

14732 1018.84

60DST

.08

CIRST

FO

v v

.04

MON

.76

TC P

T

.39

TC N

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

/3

/2

:1

:5

P

M G E

N G

S

V C \P ro j\

A D

P R

O A

D W

A Y C

O N

S T

R U

C T

IO

N M

O H

A W

K R

D \F lo o rp la n s

D e s ig n \W

G -1

-D -0

-C

P .d g n

-J

A N -2

M O

H A

W K R

D R

O A

D W

A Y C

O N

S T

R U

C T

J

C H

A V

A R

R

IA

SIGNING & STRIPING KEY NOTES

ALONG EDGE OF PAVEMENT

6" SOLID WHITE LINE CONTINUOUS

18" SOLID WHITE STOP BARS

SOLID WHITE TURN LANE-USE ARROW

6 SOLID WHITE THROUGH LANE-USE ARROW

12" SOLID WHITE LANE LINE

CROSSWALK MARKINGS WITH 4’ GAP

2’ WIDE BY 8’ TALL SOLID WHITE

SEE DETAIL 1 SHT C-511.

ON NEW CULVERT HEADWALLS.

MARKER SHALL BE INSTALLED

OM2-2V, 6"X12", TYPE 2 OBJECT

AT 40’ SPACE. SEE DETAIL 3 SHT C-511.

TYPE II A-A RAISED PAVEMENT MARKERS

4" SOLID DOUBLE YELLOW LINES WITH

SEE SHT CP-104 FOR ADDITIONAL INFORMATION.

SHT C-511 AND DETAILS ON SHT C-512.

SPEED LIMIT SIGNS. SEE DETAIL 2

SHALL REPLACE ALL EXISTING 40 MPH

R2-1, 24"X30", 35 MPH SPEED LIMIT SIGN

INDICATED ON SHT CP-104.

REMOVE, REPLACE OR INSTALL SIGN AS

SIGNING & STRIPING GENERAL NOTES

THERMOPLASTIC UNLESS NOTED OTHERWISE.

ALL PERMANENT PAVEMENT MARKINGS SHALL BE 4.

STRIPING IS SHOWN "NOT TO SCALE" FOR CLARITY.3.

OF THE TEXAS M.U.T.C.D.

STRIPING SHALL CONFORM TO THE REQUIREMENTS 2.

MOUNTING DETAIL.

DETAILS ON SHEETS C-511 AND C-512 FOR

CP104

ID

A -5 A

N D

-6

N

IN

G A

N D S

T R

IP

IN

G P

L A

N S

H E

E T

Sheet 19 of 46

M O

H A

W K R

O A

D R

E C

O N

S T

R U

C T

IO

N

2"

2"

2"

8"

2.25"

R=1.5"

0.625"

2"

2.25"

R=1.5"

BORDER: WHITE

LEGEND/TEXT: WHITE

BACKGROUND: BLUE

MOTORCYCLE

TRAINING

FACILITY

SECONDARY

ROUTEROUTE

HM

SPECIAL 3SPECIAL 2

HM

PRIMARY

SPECIAL 1

3.5"

3C

0.5"

3C

3C

12"

0.375"

3C

1.5"

3C

1.5"

10" 5C

1.5"

3"

24"

12" 6"

2"

3C

1.5"

3C

10" 5C

12"

0.625"

0.375"

R=1.5"

1"

1"

6.5"

2.25"

24"24"

HM 5C

0.75"1"

BORDER: GREEN*

TEXT: BLACK

BACKGROUND: WHITE*

BORDER: WHITE*

ARROW/TEXT: WHITE*

BACKGROUND: BLUE*

BORDER: WHITE*

ARROW/TEXT: WHITE*

BACKGROUND: BLUE*

MOHAWK RD

2"

3C

2"

4C

2"

3"

R=1.5" 0.5"

28"

BORDER: WHITE*

LEGEND/TEXT: WHITE*

BACKGROUND: GREEN*

D3-1

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

P U

R P

O S

E S O

N L

Y F

O R B

ID

D

IN

G T

E C

H N

IC

A L E

X H

IB

IT

B

/3

/2

:1

:0

P

M G E

N G

S

V C \P ro j\

A D

P R

O A

D W

A Y C

O N

S T

R U

C T

IO

N M

O H

A W

K R

D \F lo o rp la n s

D e s ig n \W

G -1

-D -0

-C

P .d g n

-J

A N -2

AD011914P

J

C H

A V

A R

IA

N.T.S.

C-501

N.T.S.

HOT MIX ASPHALT (HMA) 50 BLOW: SECTION 32 12 16

MATERIALS (SEE SPECIFICATIONS)

AGGREGATE SURFACE COURSE: SECTION 32 15 00

NOTE

N.T.S.

25’ HMA MOHAWK ROAD SECTION

VARIED WIDTH HMA MOHAWK ROAD SECTION W/CURB & GUTTER

(EXCEPT AS NOTED) (EXCEPT AS NOTED)

VARIES VARIES

SEE PLAN & PROFILE SHEETS

MAXIMUM DENSITY

AND COMPACT TO 95%

PREPARATION. SCARIFY

EARTHWORK: 7" GROUND

TO REMAIN (TYP)

EXISTING CURB & GUTTER

VARIES

PROFILE GRADE

SHOULDER BUILDUP SHOULDER BUILDUP

12’-6" 12’-6" 6’-0"6’-0"

37’-0"

A

A

MOHAWK RD C

C-501

C-501

VARIES12’-6"

PAVEMENT GRADE

MATCH EXISTING

PROFILE GRADE

HMA DRIVEWAY DETAIL

PLAN VIEW

SECTION A-A

C-501

AGGREAGATE BASE COURSE: SECTION 32 11 23

EARTHWORK (SCARIFY AND COMPACT): SECTION 31 00 00

EARTHWORK (FILL): SECTION 31 00 00SEE PLANS

VARIES

R V

A R

IE

S

S E E P

LA

N S

ROADWAY GRADE

MATCH NEW HMA

DRIVEWAY GRADE

MATCH EXISTING

HMA PAVEMENT

MOHAWK RD

L

LRD C

MOHAWK

LRD C

MOHAWK

LRD C

MOHAWK

SEE PLAN SHEETS

SEE PLAN SHEETS

SURFACE COURSE

6" AGGREGATE

MAX DENSITY

COMPACTED TO 95%

EARTHWORK (FILL)

BASE COURSE

10" AGGREGATE

4" HMA

BASE COURSE

10" AGGREGATE

4" HMA PROFILE GRADE

SURFACE COURSE

6" AGGREGATE

ELEVATION (TYP)

GUTTER

MATCH EXISTING

MAXIMUM DENSITY

AND COMPACT TO 95%

PREPARATION. SCARIFY

EARTHWORK: 7" GROUND

BASE COURSE

AGGREGATE

8" MAX.

BASE COURSE

AGGREGATE

8" MAX.

GROUND ELEV.

MATCH EXISTING

GROUND ELEV.

MATCH EXISTING

VARIES

S=2% S=2%

PAVEMENT

CONCRETE

TOP OF

JOINT SEALANT

COLD APPLIED

BACKER ROD

N.T.S.

C-501

JOINT WIDTH PLUS 1/8"

DIAMETER EQUAL TO

BACKER ROD

VARIES

WIDTH

-1 /4

M

IN

JOINT SEALANT IN CONCRETE PAVEMENT

REMOVAL & REPLACEMENT OF EXISTING

SEALANT MANUFACTURER’S RECOMMENDATIONS.

5. INSTALL BACKER ROD AT PROPER DEPTH FOR JOINT WIDTH PER

PRIOR TO INSTALLATION OF SEALANT.

OF OIL AND WATER. JOINT SURFACES SHALL BE SURFACE-DRY

FACE. FOLLOWING SANDBLASTING, CLEAN JOINTS WITH AIR FREE

HELD AT AN ANGLE AND NOT MORE THAN THREE INCHES FROM

APPROVED BY THE ENGINEER, ON EACH JOINT FACE WITH NOZZLE

MATERIAL. CLEAN JOINTS BY SANDBLASTING, OR OTHER METHOD

REMOVING ANY REMAINING LAITANCE AND OTHER FOREIGN

4. IMMEDIATELY BEFORE SEALING, JOINTS SHALL BE CLEANED BY

SEALING.

SLURRY. ALLOW SUFFICIENT TIME TO DRY OUT JOINTS PRIOR TO

OTHER TOOLS AS NECESSARY TO COMPLETELY REMOVE THE

3. IMMEDIATELY AFTER SAWING, FLUSH OUT JOINT WITH WATER AND

JOINT FACE.

2. RESAW JOINTS REMOVING NO MORE THAN 1/16 INCH FROM EACH

AS NECESSARY.

SHALL BE REMOVED BY USE OF WIRE BRUSHES OR OTHER TOOLS

USE OF HAND TOOLS. ANY REMAINING SEALANT AND OR DEBRIS

EXISTING JOINT SEALANTS SHALL BE REMOVED BY PLOWING OR

1. REMOVE EXISTING DEBRIS, JOINT SEALANT, AND BACKER ROD. ALL

JOINT SEALANT REMOVAL AND PREPARATION NOTES

VARIES

N.T.S.C-501

D R

IV

E W

A Y D

E T

A

IL

T Y

P

IC

A L S

E C

T

IO

N S

/4 /1

BASE COURSE

10" AGGREGATE

4" HMA

BASE COURSE

10" AGGREGATE4" HMA

VARIES*VARIES*

* Maximum slope shall be 5:1

WHEN RECONSTRUCTION IS REQUIRED.

CONTRACTOR SHALL USE 4:1 SLOPE FOR SIDE SLOPE

RAW SUBGRADE.

TO 1 PERCENT ABOVE OPTIMUM DURING COMPACTION OF

THE LIMITS OF 2 PERCENT BELOW OPTIMUM

THE MOISTURE CONTENT SHALL BE MAINTAINED WITHIN

PRIME COAT

PRIME COAT

PRIME COAT

PRIME COAT

PAVEMENT GRADE

MATCH EXISTING

N.T.S.C-501

BASE COURSE

10" AGGREGATE

4" HMA

B E

G

IN

A

N D E

N D P

R O J R

C T

5 HMA BEGIN & END DETAIL

SAWCUT AND TACK COAT

EXISTING HMA

MATERIAL

EXISTING BASE

6"

PRIME COAT

Sheet 35 of 45

THAN 2FT.

GREATER

BENCH IF

TYPICAL 2FT.

RECONSTRUCTION AND BENCHING TYPICAL

STRUCTURAL SECTION

SEE TYPICAL FOR

1FT MIN.

2FT MAX.

TOTAL SUBEXCAVATION WIDTH

WIDTH OF NEED

SECTION 31 00 00

ACCORDING TO EARTHWORK

BACKFILL WITH MATERIAL

SECTION 31 00 00

ACCORDING TO EARTHWORK

BACKFILL WITH MATERIAL

BE ADJUSTED BY KO.

NOTE: LOCATIONS AND DIMENSIONS MAY

STA 148+00 - 148+50, 20FT

STA 136+50 - 140+50, 18FT

STA 127+25 - 127+75, 16FT

STA 111+50 - 115+00, 13FT

STATION LOCATION, WIDTH

NUMBER

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Bldg. No.

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C-511

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IN

G washer Nut, lock

Sign Post bolt length is 1 inch for aluminum.

nylon washer, flat washer and lock washer. The 5/16-18 UNC galvanized square head with nut, Bolts used to mount sign panels to the clamp are depending upon field conditions.

right. The bolt length may need to be adjusted sizes and sign clamp types are given in the table at washer. The approximate bolt lengths for various post head per ASTM A307 with nut and helical-spring lock back-to-back, use a 5/16-18 UNC galvanized hex When two sign clamps are used to mount signs or the universal clamp.

Sign clamps may be either the specific size clamp

Approximate Bolt Length

Specific Clamp Universal Clamp

3 or 3 1/2"

3 1/2 or 4"

4 1/2"3 1/2 or 4"

3 or 3 1/2"

2" nominal 3"

2 1/2" nominal

3" nominal

Pipe Diameter

12 ft min

N.T.S.

Skirt

+.05"

Variation

Depth engage pipe O.D.

Rolled Crimp to

-.025"+.010"

Pipe O.D.

Pipe O.D.

+.025"+.010"

FRICTION CAP DETAIL

1.75" max 1" min, COMPRESSION RING DETAIL

Assembly Detail See Sign Mounting

Spaced) Slots (4 Equally 1/4 x 2 7/8"

(3" Nominal) Stub Pipe Schedule 40 Diameter 3 1/2" foundation.

turning in the stub from and prevents the sign post as a "stop" for steel rod acts 1/2" x 7 1/2"

AA

Ring Compression

(2" Nominal) Wall Tube

0.095 Thin

2.375" Diameter

Plastic Insert

(3" Nominal) Stub Pipe Schedule 40 Diameter 3 1/2"

View A-A used with the Bolt Down Universal Anchor System.

System. The insert should be cut to approx. 4 1/2" when the bottom of the sign post when using the Universal Anchor cover the tubing from just above the top of the stub pipe to Anchor System. The insert should be approx. 10" long and the Universal Anchor System or the Bolt Down Universal Plastic insert must be used when using the TWT with either

7.0 ft min *

7.5 ft max

Lane Travel

Shoulder

Stub pipe of concrete.

approx. 2.0 cf should take Foundation in the plans).

elsewhere unless noted (shall be used Footing Concrete Non-reinforced

Detail or Plug. See Friction Cap

12" Dia

SIGN POST AND FOUNDATION DETAIL

30"

14"

10"

Sign Panel

U-bolt

Single Signs

Clamp Sign

SIGN MOUNTING ASSEMBLY DETAIL

Detail or Plug. See Friction Cap

J E

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nut washer, lock washer, Nylon washer, flat requirements of ASTM B633 class FE/ZN 8.

11. Caps Shall have an electrodeposited coating of zinc in accordance with evidence of metal frature.

10. Friction Caps Shall be free of sharp creases or indentation and show no fit and have no tendancy to rock when seated in the pipe.

shall be sized and formed in such a manner as to produce a drive-on friction

9. Friction cap rim edge shall be reasonably straight and smooth. Caps

The minimum sheet metal thickness shall be 24 gauge for all cap sizes.

8. Friction caps may be manufactured from hot rolled or cold rolled steel steels.

for sign 24" or greater in hieght.

7. Use one Sign clamp for signs up to 24" hieght. Use an additional sign clap installation.

6. Concrete foundation shall cure for a minimum of 4 days before post and sign

5. Sign supports post shall not be spliced.

4. Use TxDOT Universal Anchor System w/TWT post.

zinc wire per ASTM B833.

(ASTM A653), recoat tube outside diameter weld seam by metallizing with Galvanization per ASTM 123 or ASTM A653 G210. For precoated steel tube Outside diameter (uncoated shall be within the range of 2.369" to 2.381".

Wall thickness (uncoated) shall be within the range of 0.083" to 0.099".

18% minimum elongation in 2".

70,000 PSI minimum tensile strength.

55,000 PSI minimum yield strength.

Other steels may be used if they meet the following:

Steel shall be HSLAS GR 55 per ASTM A1011 or ASTM A1008.

Seamless or electric-resitance welded steel tubing.

0.095" nominal wall thickness.

13 BWG Tubing (2.375’ outside diameter)(TWT).

3. Material used as post with this system shall conform to the following specifications:

2. Sign mounting assembly shall be TxDOT 10BWG(1)UA(T).

1. Signs shall be mounted per TxDOT Traffic Opperation Division requirements.

Gebneral Notes:

can be found at the following website.

Additional sign mounting standard details for TxDOT http://www.dot.state.tx.us/insdtdot/orgchart/cmd/cserve/standard/toc.htm

Note 3) (See General Post

Concrete Class A

TXDOT

C-512

NUMBER

REFERENCE

SHEET

Project No.

M a rk

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D e s c ri p ti o n

Engineering & Services Division

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Designed By:

Date:

J. SCHLEICH

of Engineers

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JAMES SCHLEICH

102656

02-DEC-2016

T e x s g is t e r

E g in e e r in g ir m

F r e e s e a ic h o ls In c

8/18/2017