florida department of transportation · florida department of transportation (281) 931-0061 (281)...

SHEET INDEX

DESCRIPTIONSHEET

STRUCTURE NO.:

TEMPORARY WIREWALL MSE RETAINING WALLS

FLORIDA DEPARTMENT OF TRANSPORTATION

www.triconprecast.com(281) 931-0061(281) 931-9832

HOUSTON, TEXAS, 7706015055 HENRY ROAD

Precast LimitedTM

8 OBSTRUCTION DETAILS

7 TYPICAL TEMPORARY WIREWALL

5-6 TRI-WEB TEMPORARY WALL DETAILS

3-4 TEMPORARY WIREWALL DETAILS

2 GENERAL NOTES

1 TITLE SHEET


REVIEWING ENGINEER: ENGINEER:

TRICON JOB NO.: DATE:

CONTRACT NUMBER:

DATE MARK

REVISIONS

DESCRIPTION

N O T I C E:

DRAWN BY:

PROJECT NUMBER:

TITLE SHEET

03/18/16DESIGNED BY:

CHECKED BY: of

SHEET

1 8

ENGINEERINGSTRUCTURALCIVIL

PH. (616) 261-8630

WYOMING, MI 49509

1505 44th STREET, SUITE B

(281) 931-9832HOUSTON, TEXAS, 77060

15055 HENRY ROAD

OF THE OWNER.

INTERNAL AND EXTERNAL STABILITY OF THE MSE WALL SYSTEM. GLOBAL STABILITY IS THE RESPONSIBILITY

AND THE INFORMATION PROVIDED BY THE OWNER. TEG ENGINEERING, LLC. IS ONLY RESPONSIBLE FOR THE

THE DESIGN CONTAINED IN THESE DRAWINGS IS BASED ON THE TRICON PRECAST, LTD. SPECIFICATIONS

18/29/12 REVIEWER REQUEST

29/9/13

STRIPS

ADDED FASTEN GEOSYNTHETIC

SAMPLE DETAIL DRAWINGS

Mar 25, 2016

SOIL REINFORCING MAT DESIGNATION LEGEND

CB’xY"

LENGTH OF SOIL MAT IN FEETTRANSVERSE WIRE IN INCHES

SPACING OF SOIL MAT

WALL CONSTRUCTION:GENERAL NOTES: PROJECT DESIGN SUMMARY:

PROJECT NOTES:

DESIGN LEGEND:

LIST OF ABBREVIATIONS:

EACHEA

EACH SIDEES

NEAR SIDENS

FAR SIDEFS

CAST-IN-PLACECIP

BACK FACEBF

FRONT FACEFF

LEVELINGLEV

MECHANICALLY STABILIZED EARTHMSE

THE MSE WALL DESIGN IS BASED ON THE FOLLOWING PARAMETERS:

GLOBAL STABILITY OF THE MSE WALL IS THE RESPONSIBILITY OF THE OWNER.

WIRE FACE PIECES & SOIL REINFORCING MATS:

STRUCTURE NO.:

MSE CONSTRUCTION NOTES

SHALL APPLY.

DOCUMENTS VARY FROM THE PROJECT SPECIFICATIONS, THE MOST STRINGENT

IF ANY OF THE DETAILS OR SPECIFICATIONS CONTAINED IN THESE DESIGN

REQUIREMENTS CONTAINED IN THESE DRAWINGS, WHICHEVER IS MORE STRINGENT.

AND METHODS IN ACCORDANCE WITH THE CONTRACT SPECIAL PROVISIONS, OR THE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SUCH MATERIALS

SPECIAL PROVISION FOR MECHANICALLY STABILIZED EARTH WALL SYSTEMS.

REQUIREMENTS FOR MATERIALS AND METHODS AS INDICATED IN THE CONTRACT

THE DESIGN DRAWINGS CONTAINED HEREIN ARE BASED ON THE CONTRACT

DETERMINED FOR EACH DESIGN CASE.

THE MAXIMUM APPLIED BEARING PRESSURE BY THE MSE WALL MASS WILL BE

ALL DIMENSIONS ARE ALONG FRONT FACE OF WIRE WALL.

PLAN VIEW STATIONS AND OFFSETS ARE BASED ON CONTRACT DRAWINGS.

CONTRACT PLANS.

HORIZONTAL AND VERTICAL LAYOUT OF MSE WALLS SHALL BE AS DETAILED IN THE

FOR LOCATION AND ALIGNMENT OF MSE WALLS REFER TO CONTRACT DOCUMENTS.

FACE MATERIAL.

3. NO LEVELING PAD IS REQUIRED UNDER THE MSE WIRE

SURFACE OF THE WIRE WALL.

2. FILTER FABRIC COVER THE ENTIRE

OF 6" OF COVER MSE BACK FILL.

1. DEPRESS TOP LAYER OR CAP MAT TO PROVIDE A MINIMUM



Precast LimitedTM

MA

T

WI

DT

H

MAT LENGTH

B

"Y"

TRANS. WIRE

LONG. WIRE

10"CRIMPED END

SOIL MAT TYPE

INTERNAL FRICTION ANGLE = 34°

LIMEROCK UNIT WEIGHT = 115 pcf

= 30° INTERNAL FRICTION ANGLE

= 105 pcfSAND UNIT WEIGHT

SELECT BACKFILL WITH THE FOLLOWING PROPERTIES

= 2 FTLIVE LOAD SURCHARGE

= 3 YEARSDESIGN LIFE

1.0STRENGTH CDR

1.0CDR

INTERNAL STABILITY

1.0CDR

1.0BEARING CDR

EXTERNAL STABILITY

REACHED THE REQUIRED LEVEL.

ONLY AFTER PLACEMENT AND COMPACTION OF THE BACKFILL MATERIAL HAS

INSTALLATION OF SOIL REINFORCING MATS SHALL BE PERMITTED

MSE RETAINING WALL.

IN THE NEAR VICINITY SHOULD BE PLACED PRIOR TO CONSTRUCTION OF THE

CONCRETE SHAFTS OR FOUNDATION PILES WITHIN THE REINFORCED MASS OR

COURSE OF ACTION SHOULD BE TAKEN.

THE CONTRACTOR SHALL NOTIFY T.E.G., INC. TO DETERMINE WHAT

MATS AND SPECIFIC DIRECTION HAS NOT BEEN PROVIDED ON THE PLANS,

VOLUME, INTERFERE WITH THE NORMAL PLACEMENT OF SOIL REINFORCING

FOUNDATIONS OR GUARD POSTS, WHICH ARE WITHIN THE REINFORCED SOIL

IF EXISTING OR FUTURE DRAINAGE STRUCTURES, DRAINAGE PIPES,

IN ADDITION, THE FOLLOWING SHALL APPLY:

SPECIFICATION SECTION 548 - "RETAINING WALL SYSTEMS"

MSE WALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH F.D.O.T.

PROVISION.

F.D.O.T. STRUCTURES DESIGN GUIDELINES AND THE CONTRACT SPECIAL

THE MSE WALL DESIGN IS BASED ON AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

GENERAL NOTES

03/18/16

CONTRACT NUMBER:

of

SHEET

2 8PH. (616) 261-8630

WYOMING, MI 49509



AND GRI-GG8.

POLYETHYLENE, STRENGTH TESTED PER ASTM D6637 WITH MATERIAL PROPERTIES PER GRI-GG7 (ASTM D4603)

TRIWEB GEOSYNTHETIC STRIPS SHALL BE HIGH TENACITY POLYESTER FIBERS CO-EXTRUDED WITH

TO AASHTO M 32M/M 32 (ASTM A82), FABRICATED IN ACCORDANCE WITH AASHTO M 55M/M 55 (ASTM A185).

WIRE FACE PIECES AND STANDARD SOIL REINFORCING MATS SHALL BE WELDED WIRE MESH CONFORMING

FOR DESIGNATED LENGTH OF WALL.

MAXIMUM BEARING PRESSURE IMPOSED ON FOUNDATION BY MSE MASSF.P. =

LENGTH OF SOIL REINFORCING MATS FOR CORRESPONDING DESIGN HEIGHT.B =

DESIGN HEIGHT OF WALL PER CONTRACT SPECIFICATIONS OR DETAILS.Hd =

P

P

= 0.85a

) OF SELECT REINFORCED FILLF F* = 0.67 TAN(

FOR GEOSYNTHETIC STRIPS

= 1.0a AND

IF DEPTH (Z OR Z ) 20’, F* = (20-Z/2)(t/st)

IF DEPTH (Z OR Z ) 20’, F* = 10(t/st);

t= TRANS. WIRE DIAMETER, AND st= TRANS. WIRE SPACING:

FOR STEEL WIRE GRIDS,

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (11.10.6.3.2-2)

Mar 25, 2016

STRUCTURE NO.:

TYPICAL SECTION THRU TEMPORARY WIRE WALL

CONNECTION DETAIL

TRANSVERSE BAR TO BE

WITHIN 2" MIN. OF BEND

LOCKING ROD DETAIL

2"

32"

W12 WIRE (DIA. = 0.391")

STANDARD 8’-0" WIDE - (25) @ 4" O.C.

(T

YP.)

6"

24"

3"

WI

RE

EX

T.

(TYP.)

4"

TRANSVERSE WIRE (W4.5 @ 6" O.C.)

LONG. WIRE (W4.5 @ 4" O.C.)

STANDARD 24" FACE PIECEFRONT ELEVATION VIEW

LOCKING

ROD

TO CONNECT TO FACE PIECE

OFFSET ONLY AS REQUIRED

SPACING

8" LONG.

24" SOIL MAT24" NOM.24" SOIL MAT

NOM.

12"

NOM.

12"

SOIL MAT

(TYP.)

4"

NOTE: 8’-0" ADJACENT FACE PIECES

WILL BE BUTTED TOGETHER FOR

CONSTRUCTION

LONG. WIRE (W4.5 @ 4" O.C.)

TRANSVERSE WIRE (W4.5 @ 6" O.C.)

(T

YP.)

6"

STANDARD 24" FACE PIECEPLAN VIEW

STANDARD 8’-0" WIDE - (25) @ 4" O.C.

(T

YP.)

4"

L = STD. SOIL MAT (TYP)

LOCKING ROD (TYP.)

SEE "LOCKING DETAIL"

BACKFILL, SELECT

STD. SOIL MAT (TYP.)

(FACTOR VARIES PER DESIGN CASE)

B = TOTAL LENGTH OF FACE PIECE AND SOIL MAT

STD. SOIL MAT (TYP.)

LONGITUDINAL EXTENSIONS FROM BELOW

FACE PIECE MUST BE PLACED BEHIND THE

TRANSVERSE BAR AT THE ABOVE FACE

PIECE BEND. THIS IS REQUIRED.

DESIGN CASE

VARIES PER

SPACING

TRANSVERSE

FILTER

FABRIC (TYP.)

H

=

HEI

GH

T

FR

OM

BO

TT

OM

OF

WA

LL

TO

TO

P

OF

RO

AD

WA

Y

SEE "CONNECTION DETAIL"

24" STD.

FACE PIECE

24" STD.

FACE PIECE

LOCKING

ROD

12" (TYP.)

2’-0" (

TY

P.)

FINISHED GRADE

AT FACE OF WALL

24" STD.

FACE PIECE

12" OR 24"

STD. FACE PIECE

LOCKING DETAIL

FINISHED GRADE

(4) 16" STRUTS

PER FACE PIECE

(4) 16" STRUTS

PER FACE PIECE

3" WIRE EXTENTIONS



Precast LimitedTM

1’-0"

NOTES:

1. COMPACT BACKFILL TO PROVIDE NOT LESS THAN 95 PERCENT OF DENSITY DETERMINED IN ACCORDANCE WITH STANDARD

PROCTOR (ASTM D698/AASHTO T99) OR STATE-SPECIFIC DOT REQUIREMENT, WHICHEVER IS MORE STRINGENT.

2. BACKFILL MATERIAL SHALL MEET OR EXCEED PROPERTIES AS SPECIFIED IN CONTRACT DOCUMENTS. THE TEMPORARY WIRE

WALL WAS DESIGNED BASED ON THE FOLLOWING ASSUMPTIONS:

-SELECT BACKFILL PROPERTIES OF 120 pcf UNIT WEIGHT AND 34° PHI ANGLE.

-240 psf LIVE LOAD SURCHARGE

-3 YEAR MAX DESIGN LIFE

-12" MAXIMUM SOIL/PAVEMENT SURCHARGE

3. FACE PIECES ARE SUPPLIED IN 8’-0" WIDTHS AND ARE INTENDED TO SPAN 8’-0".

4. IF THIS STANDARD IS IN VARIANCE WITH PROJECT SPECIFICATIONS, INFORMATION CONTAINED

IN PROJECT SPECIFICATIONS SHALL GOVERN.

5. STANDARD FACE PIECES ARE 24" HIGH. FACE PIECE HEIGHT MAY VARY BASED ON CONTRACT REQUIREMENTS.


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

STD. TEMPORARY WIRE WALL DETAILS

03/18/16

CONTRACT NUMBER:

of

SHEET

3 8PH. (616) 261-8630

WYOMING, MI 49509



Mar 25, 2016

STRUCTURE NO.:



Precast LimitedTM

CONSTRUCTION SEQUENCE

FILTER

FABRIC (TYP.)

24" STD.

FACE PIECE

N

(4) 16" STRUTS

PER FACE PIECE

TEMP WALL LAYOUT

PLAN VIEW

ANGLE,

IF APPLICABLE

RADIUS PORTION,

IF APPLICABLE

FRONT FACE

OF TEMP WALL

SPREAD MATS FOR

CONVEX RADIUSOVERLAP MATS FOR

CONCAVE RADIUS

OVERLAP MATS

AT ANGLES

SOIL MAT

* REQUIRED *

(4) 16" STRUTS

PER FACE PIECE

* REQUIRED *

STEPS H-M

H. CONTINUE PLACING FILL IN 8" LIFTS UNTIL NEXT MAT ROW IS REACHED.

J. BRING FRONT OF FACE PIECE BELOW TO VERTICAL POSITION.

K. ATTACH NEXT FACE PIECE. PLACE LONGITUDINAL EXTENSIONS FROM BELOW

FACE PIECE BEHIND THE TRANSVERSE BAR AT THE ABOVE FACE PIECE BEND.

THIS IS REQUIRED.

L. ATTACH SOIL MATS, LOCKING RODS, AND WIRE STRUTS.

M. FILL VOID THROUGH FACE PIECE AND SOIL MAT, IF NECESSARY.

STEP N

N. REPEAT PROCEDURES IDENTIFIED IN STEPS H THROUGH M UNTIL FINISH

GRADE IS ACHEIVED.

SOIL MAT

FILTER

FABRIC (TYP.)

L

MJ

24" STD.

FACE PIECE(4) 16" STRUTS

PER FACE PIECE

SOIL MAT

* REQUIRED *

H

* LONGITUDINAL EXTENSIONS FROM BELOW



PIECE BEND. THIS IS REQUIRED. *

STEPS A-G

A. LAYOUT PROPER WALL ALIGNMENT AND PLACE BOTTOM FACE PIECE.

B. PLACE SOIL MATS.

C. PLACE LOCKING ROD TO SECURE FACE PIECE AND SOIL MAT TOGETHER. REMOVE ALL SLACK.

D. PLACE WIRE STRUTS. 2’ O.C., 1’ OFFSET FROM EDGE (4 REQUIRED PER FACE PIECE).

E. PLACE MAX. 8" LIFT OF SELECT BACKFILL 2’ MIN AWAY FROM FACE PIECE TO HOLD ASSEMBLY IN

POSITION. COMPACT SOIL TO MIN. 95% (STANDARD PROCTOR) OR STATE-SPECIFIC DOT

REQUIREMENT, WHICHEVER IS MORE STRINGENT.

F. USING SUPPLIED HOGRINGS, PLACE AND SECURE FILTER FABRIC BEHIND FACING PIECE. FILTER

FABRIC IS TO COMPLETELY COVER BACK SIDE OF FACE PIECE AND OVERLAP MINIMUM 6" AT BOTTOM.

G. PLACE REMAINING 8" LIFT OF SELECT BACKFILL MATERIAL, COMPACT USING HAND EQUIPMENT.

TAKE CARE TO PREVENT FACE PIECE FROM LEANING OUT.

USE 1" DIA

PIN TO BEND

W4.5 WIRE STRUT DETAIL

16"

(4) 16" STRUTS

PER FACE PIECE

NOTE:

1. STRUTS ARE A STRUCTURAL WALL COMPONENT.

2. FOUR (4) W4.5 STRUTS ARE REQUIRED AT EACH FACE PIECE.

3. 16" STRUT SHALL ENGAGE TRANSVERSE BARS AS SHOWN

K

K

24" STD.

FACE PIECE

24" STD.

FACE PIECE

24" STD.

FACE PIECE

A

E

C B

F

FILTER

FABRIC (TYP.)

(4) 16" STRUTS

PER FACE PIECE

* REQUIRED *

DG

SELECT FILL24" STD.

FACE PIECE


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

STD. TEMPORARY WIRE WALL DETAILS

03/18/16

CONTRACT NUMBER:

of

SHEET

4 8PH. (616) 261-8630

WYOMING, MI 49509



Mar 25, 2016

STRUCTURE NO.:



Precast LimitedTM

TRANSVERSE BAR TO BE

WITHIN 2" MIN. OF BEND

LONGITUDINAL EXTENSIONS FROM BELOW



PIECE BEND. THIS IS REQUIRED.

STANDARD 8’-0" WIDE - (25) @ 4" O.C.

24"

3"

WI

RE

EX

T.

3" WIRE EXTENTIONS

TRANSVERSE WIRE

(W4.5 @ 6" O.C.)

LONG. WIRE

(W4.5 @ 4" O.C.)

STANDARD 24" FACE PIECEFRONT ELEVATION VIEW

(T

YP.)

6"

(TYP.)

4"

SIDE VIEW

TRI-WEB STRIPS

ANCHORAGE J-HOOK 1#2" DIA.

1’-0"

3"

J-HOOK

ANCHORAGE

�" DIA.

J-HOOK

SIDE VIEW

PLAN VIEW

1’-0"L (MIN)

STRIP BAR

ANCHORAGE

�" DIA.

J-HOOK

ANCHORAGE

�" DIA.

(TYP.)

TRI-WEB STRIP

STEEL S-CLAMPTRI-WEB STRIP

6’-0" MIN. SELF

OVERLAP AT LAST

STRIP, (2) STEEL

S-CLAMPS REQUIRED

MIN. OVERLAP (TYP)

3’-0"

MIN. OVERLAP

(TYP)

3’-0

"

ANCHORAGE

STRIP

BAR

DOUBLE SPLICE DETAIL

CONNECTION DETAIL

STRIP ANCHORAGE DETAIL

24" FACE PIECE

(TYP.)

(4) 16" STRUTS

PER FACE PIECE

SEE "FACE PIECE

CONNECTION DETAIL"

TRI-WEB STRIP (TYP.)

FILTER FABRIC

(TYP.)

USE J-HOOKS AS NECESSARY

TO SECURE BOTTOM FACE PIECE

TO ALLOW TIGHTENING OF

TRI-WEB STRIPS.

SELECT BACKFILL

FINISHED GRADE


B = TOTAL LENGTH OF FACE PIECE AND TRI-WEB STRIP

H

=

HEI

GH

T

FR

OM

BO

TT

OM

OF

WA

LL

TO

TO

P

OF

BA

CK

FI

LL


TRI-WEB STRIP CONNECTION DETAIL

TRI-WEB STRIP

FACE PIECE

#3 REBAR

STANDARD 24" FACE PIECEPLAN VIEW

NOTE:

8’-0" ADJACENT FACE PIECES

SHALL BE BUTT TOGETHER.

TRANSVERSE WIRE

(W4.5)

LONGITUDINAL WIRE

(W4.5)

CONNECTION)

(LOCATED AT MIDPOINT OF FACE PIECE

ANCHORAGE BAR AND J-HOOK ANCHOR.

(TYP.)

TRI-WEB STRIP

1’-0"

4"

2"

6"

STANDARD 8’-0" WIDE - (25) W4.5 WIRES @ 4" O.C.

#3 REBAR,

7’-0" LONG

SPLICE DETAIL

SEE DOUBLE

�" DIA.

ANCHORAGE

STRIP BAR


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

TRI-WEB TEMP WALL DETAILS

03/18/16

CONTRACT NUMBER:

of

SHEET

5 8PH. (616) 261-8630

WYOMING, MI 49509



Mar 25, 2016

STRUCTURE NO.:



Precast LimitedTM

CONSTRUCTION SEQUENCE

12" OR 24"

STD. FACE PIECE

* REQUIRED *

24" STD.

FACE PIECE

(4) 16" STRUTS

PER FACE PIECE

12" OR 24"

STD. FACE PIECE

* REQUIRED *

(4) 16" STRUTS

PER FACE PIECE

* REQUIRED *

STEP N

N. REPEAT PROCEDURES IDENTIFIED IN STEPS H THROUGH M UNTIL FINISH

GRADE IS ACHEIVED.

SELECT FILL

12" OR 24"

STD. FACE PIECE

FILTER

FABRIC (TYP.)

* REQUIRED *L

M

(4) 16" STRUTS

PER FACE PIECE

* REQUIRED ** LONGITUDINAL EXTENSIONS FROM BELOW



PIECE BEND. THIS IS REQUIRED. *

H

K

J

TRI-WEB

TRI-WEB

TRI-WEB


FACE PIECE

24" STD.

TEMP WALL LAYOUT

PLAN VIEW

RADIUS PORTION,

IF APPLICABLE

FRONT FACE

OF TEMP WALL

OVERLAP STRIPS

AT ANGLESSPREAD STRIPS FOR

CONVEX RADIUS

TEMP WALL LAYOUT

PLAN VIEW

ANGLE,

IF APPLICABLE

RADIUS PORTION,

IF APPLICABLE

FRONT FACE

OF TEMP WALL

OVERLAP STRIPS

AT ANGLESSPREAD STRIPS FOR

CONVEX RADIUSOVERLAP STRIPS FOR

CONCAVE RADIUS

STEPS H-M

H. CONTINUE PLACING FILL IN 8" LIFTS UNTIL NEXT STRIP ROW IS REACHED.

COMPACTION WITHIN 2’ OF BACK OF FACE PIECE MUST BE COMPACTED USING

HAND EQUIPMENT.

J. BRING FRONT OF FACE PIECE BELOW TO FINAL POSITION.

K. ATTACH NEXT FACE PIECE. PLACE LONGITUDINAL EXTENSIONS FROM BELOW

FACE PIECE BEHIND THE TRANSVERSE BAR AT THE ABOVE FACE PIECE BEND.

THIS IS REQUIRED.

L. ATTACH TRI-WEB STRIPS, AND WIRE STRUTS (STEPS B-F).

M. FILL VOID THROUGH FACE PIECE AND SOIL MAT, IF NECESSARY.

TAKE CARE TO PREVENT FACE PIECE FROM LEANING OUT.

G. PLACE REMAINING 8" LIFT OF SELECT BACKFILL MATERIAL, COMPACT USING HAND EQUIPMENT.

MINIMUM 6" AT BOTTOM AND AT ENDS OF TEMPWALL, 10 HOG RINGS SUPPLIED PER FACE PIECE.

FILTER FABRIC IS TO COMPLETELY COVER BACK SIDE OF FACE PIECE AND OVERLAP

F. USING SUPPLIED HOGRINGS, PLACE AND SECURE FILTER FABRIC BEHIND FACING PIECE.

STATE-SPECIFIC DOT REQUIREMENT, WHICHEVER IS MORE STRINGENT.

ASSEMBLY IN POSITION. COMPACT SOIL TO MIN. 95% (MODIFIED PROCTOR) OR

E. PLACE MAX. 8" LIFT OF SELECT BACKFILL 2’ MIN AWAY FROM FACE PIECE TO HOLD

D. PLACE WIRE STRUTS. 2’ O.C., 1’ OFFSET FROM EDGE (4 REQUIRED PER FACE PIECE).

C. REMOVE ALL SLACK FROM STRIP AND SECURE WITH STRIP ANCHOR BAR.

FACE PIECE.

B. PLACE TRI-WEB STRIPS BY WRAPPING TRI-WEB STRIP THROUGH PANEL ANCHOR AT FRONT OF

A. LAYOUT PROPER WALL ALIGNMENT AND PLACE BOTTOM FACE PIECE.

STEPS A-G

12" OR 24"

STD. FACE PIECE

A

E

C B

D

FILTER

FABRIC (TYP.)

(4) 16" STRUTS

PER FACE PIECE

* REQUIRED *

G

USE 1" DIA

PIN TO BEND

W4.5 WIRE STRUT DETAIL

16"

(4) 16" STRUTS

PER FACE PIECE

NOTE:

1. STRUTS ARE A STRUCTURAL WALL COMPONENT.

2. FOUR (4) W4.5 STRUTS ARE REQUIRED AT EACH FACE PIECE.

3. 16" STRUT SHALL ENGAGE TRANSVERSE BARS AS SHOWN

2�"

EXTENSIONS

LONGITUDINAL

F

AT FRONT OF FACE PIECE

WRAP TRI-WEB STRIP AROUND PANEL ANCHOR


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

TRI-WEB TEMP WALL DETAILS

03/18/16

CONTRACT NUMBER:

of

SHEET

6 8PH. (616) 261-8630

WYOMING, MI 49509



Mar 25, 2016

1

2

3

4

5

AS REQUIRED

CUT TO FIT

(TYP.)

AS REQUIRED

CUT TO FIT

BTM/WALL

FRONT FACE ELEVATION

BTM/WALL EL. 161.00

BTM/WALL EL. 165.00

BTM/WALL EL. 171.00

BTM/WALL EL. 175.00

BTM/WALL EL. 181.00

TOP/WALLEL. 189.00

THEORETICAL TOP/WALL

OF WALL 1.5:1

THEORETICAL BOTTOM

EXAMPLE

STANDARD FACE PIECE

2’-0"x8’-0"

30’-0"

40’-0"

TYPICAL TEMPORARY RETAINING WIREWALL



Precast LimitedTM

SAND BACKFILL, STEEL REINFORCEMENT

SAND BACKFILL, TRI-WEB REINFORCEMENT

CASE 30

DESIGN

CASE 26

DESIGN

CASE 20

DESIGN

CASE 16

DESIGN

CASE 10

DESIGN

TOP/WALL EL. 191.00

ROW 1-2: J9’x12"

ROW 3-5: J9’x6"

PANEL COLUMN 5

ROW 1-4: J13’x18"

ROW 5-7: J13’x12"

ROW 8: J13’x6"

PANEL COLUMN 4

ROW 1-4: J15’x24"

ROW 5-9: J15’x12"

ROW 10: J15’x6"

PANEL COLUMN 3

F.P.=5.995 KSF

B=19’

Hd=26’

DESIGN CASE 26

F.P.=2.427 KSF

B=9’

Hd=10’

DESIGN CASE 10

F.P.=3.697 KSF

B=13’

Hd=16’

DESIGN CASE 16

F.P.=7.057 KSF

B=21’

Hd=30’

DESIGN CASE 30

F.P.=4.713 KSF

B=15’

Hd=20’

DESIGN CASE 20

ROW 1-5: J19’x30"

ROW 6-11: J19’x18"

ROW 12-13: J19’x6"

PANEL COLUMN 2

ROW 1-3: J21’x30"

ROW 4-14: J21’x18"

ROW 15: J21’x6"

PANEL COLUMN 1

ROW 1-2: (4)P30

ROW 3-4: (5)P30

ROW 5: (7)P30

PANEL COLUMN 5

F.P.=3.697 KSF

B=13’

Hd=16’

DESIGN CASE 16

ROW 1-3: (3)P30

ROW 4-5: (4)P30

ROW 6: (5)P30

ROW 7: (6)P30

ROW 8: (8)P30

PANEL COLUMN 4

ROW 1-2: (3)P50

ROW 3-4: (3)P30

ROW 5-7: (4)P30

ROW 8: (5)P30

ROW 9: (6)P30

ROW 10: (8)P30

PANEL COLUMN 3

F.P.=5.995 KSF

B=19’

Hd=26’

DESIGN CASE 26

ROW 1-4: (2)P50

ROW 5: (3)P50

ROW 6-8: (3)P30

ROW 9-10: (4)P30

ROW 11: (5)P30

ROW 12: (6)P30

ROW 13: (7)P30

PANEL COLUMN 2

ROW 1-6: (2)P50

ROW 7: (3)P50

ROW 8-10: (3)P30

ROW 11-12: (4)P30

ROW 13: (5)P30

ROW 14: (6)P30

ROW 15: (8)P30

PANEL COLUMN 1

F.P.=2.293 KSF

B=10’

Hd=10’

DESIGN CASE 10

F.P.=7.057 KSF

B=21’

Hd=30’

DESIGN CASE 30

F.P.=4.713 KSF

B=15’

Hd=20’

DESIGN CASE 20


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

TYPICAL WIRE WALL ELEVATION

03/18/16

CONTRACT NUMBER:

of

SHEET

7 8PH. (616) 261-8630

WYOMING, MI 49509



Mar 25, 2016



Precast LimitedTM

FRONT FACE OF PANEL

(TYP.)

3" MIN.

OBSTRUCTION

AVOID VERTICAL

STRIP BAR TO

LOCATE ANCHORAGE

VERTICAL OBSTRUCTION - TRIWEB STRIPS

VERTICAL OBSTRUCTION

15° MAX.

OBSTRUCTION

VERTICAL

OBSTRUCTION

VERTICAL

ATTACHED TO LONGITUDINAL WIRES.

TRANSVERSE WIRE MUST BE LEFT

MESH TO BE DEVIATED AROUND OBSTACLES.

TRANSVERSE WIRE MAY BE CUT TO ALLOW

LONGITUDINAL WIRE MAY NOT BE CUT.

NOTE:

WIRE)

(DO NOT CUT LONG,

CUT TRANSVERSE WIRE

AROUND OBSTRUCTION

BEND LONGITUDINAL WIRE

ALIGNMENT TO MSE PANELS.

RETURN TO PERPENDICULAR

SPLAYED MSE MESH NEED NOT

NOTE:

DESIGN REQUIREMENTS.

NOTIFY ENGINEER FOR SPECIFIC

DIFFERENT THAN THESE DETAILS,

IF CONDITIONS ARE SIGNIFICANTLY

NOTE:


24" FACE PIECE

(TYP.)

(4) 16" STRUTS

PER FACE PIECE

SEE "FACE PIECE

CONNECTION DETAIL"


FILTER FABRIC

(TYP.)

USE J-HOOKS AS NECESSARY

TO SECURE BOTTOM FACE PIECE

TO ALLOW TIGHTENING OF

TRI-WEB STRIPS.

SELECT BACKFILL

FINISHED GRADE


B = TOTAL LENGTH OF FACE PIECE AND TRI-WEB STRIP

H

=

HEI

GH

T

FR

OM

BO

TT

OM

OF

WA

LL

TO

TO

P

OF

BA

CK

FI

LL

15°

MA

X (

TY

P.)

OBSTRUCTIONS AS REQ’D

OR UNDER HORIZONTAL

MAY BE BENT OVER

SOIL REINFORCING

STEEL OR TRIWEB OBSTRUCTION

HORIZONTAL

3"

MI

N. (

TY

P.)

TRI-WEB STRIP CONNECTION DETAIL

TRI-WEB STRIP

FACE PIECE

#3 REBAR


OF THE OWNER.




N O T I C E:

DRAWN BY:



DATE MARK

REVISIONS

DESCRIPTION

PROJECT NUMBER:

DESIGNED BY:

CHECKED BY:

STANDARD OBSTRUCITON DETAILS

03/18/16

CONTRACT NUMBER:

of

SHEET

8 8PH. (616) 261-8630

WYOMING, MI 49509



Mar 25, 2016

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