reinforced soil wall product submittal earthtec … · tg32 2 2 g22 2 2 g23 3 pb4 4 2 3 3 tg32 2...

COVER SHEETREINFORCED SOIL WALLEARTHTRAC

REINFORCED SOIL WALL

Product Submittal

EARTHTEC EARTHTRACSystem Details

1THIS DRAWING IS PROPERTY OF GROUND IMPROVEMENT SYSTEMS, LLC AND CONTAINS PROPRIETARY INFORMATION FOR USE WITH THIS PROJECT ONLY. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED.

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BY DATEDESCRIPTIONREV

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114 SOUTH COLLINS STREETARLINGTON, TX 76011

(817) 223-0969SHT:www.groundimprovementsystems.com

AutoCAD SHX TextH:\Toms Computer\AB My Data\DOT\_AB LRFD Binder\1. EarthTrac\2. System Details\SCP EarthTrac DOT APL.dwg

AutoCAD SHX Text7/30/2020 11:05 AM

TomFL-Electronic

5'-0

1/2

"

3"

1 1/4"

1 1/4"

FRONT FACE

2'-6" 1'-3 1/4"1'-2"

3D

SECTION VIEWSTANDARD 5'x5' PANEL

3B

SECTION VIEWSTANDARD 5'x5' PANEL

12"

12"

PANEL REINFORCINGFRONT FACE OF PANEL

FILTER FABRICFRONT FACE OF PANEL

PANEL REINFORCING

3/4" BEARING PAD

± 3/4"JNT

3F

PARTIAL SECTIONHORIZONTAL JOINT DETAIL

3E

PARTIAL SECTIONVERTICAL JOINT DETAIL

FRONT FACEOF PANEL

NOTE:

TWO (2) ANCHORS ARE SHOWN FOR REFERENCE ONLY. THE ACTUALNUMBER OF REINFORCING ANCHORS MAY VARY AND IS BASED ONDESIGN AND CONSTRUCTION REQUIREMENTS.

5'-0 1/2"

5'-0

1/2

"

4'-6

"

EQUAL SPACING (9" MAX. O.C.)BEYOND ANCHORS (TYP.)

#4 BARS BOTHWAYS (TYP.)

4 1/2"MAX.

6" O.C. EACH SIDEOF ANCHORS (TYP.)

C OF FORM4'-6"

L

1'-3

"

3'-9

"

3C

BACK FACE ELEVATIONOPTIONAL PANEL REINFORCEMENT

ALIGNMENT PIN VOID (TYP.)

3B

3D

4'-11 1/4"

4'-6"

4'-1

1 1/

4"

4'-6

"

6"(TYP.)

2" MIN. CLEARALL EDGES

3 3/4"(TYP.)

C OF FORM

3A

BACK FACE ELEVATIONSTANDARD 5'x5' PANEL

L

1'-3

"

3'-9

"

D4.5 VERTICAL WIRE

D7.0 HORIZONTAL WIRE

ALIGNMENT PIN VOID (TYP.)

3D

3B

1 1/4"

1 1/4"

1'-3

"2'

-6"

1'-3

1/2

"

± 3/4"JNT

FILTER FABRIC

5'-0 1/2"

2" CLEAR WALL TYPES 2A & 2B3" CLEAR WALL TYPES 2C & 2D

2" WALL TYPES 2A & 2B3" WALL TYPES 2C & 2D

5.5" MIN. WALL TYPES 2A & 2B6.5" MIN. WALL TYPES 2C & 2D

2" MIN. CLEAR

2" MIN. CLEARALL EDGES




STANDARD 5X5 PANEL DETAILSREINFORCED SOIL WALL

EARTHTRAC SOIL REINFORCING


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EDGE TREATMENTT = TOP PANELP = BOTTOM PANEL

3

PG34

4

3

PM234

4

3

TG32

2 2

G22

2 2

G23

3

PB44

2

3 3

TG32

2

TB3

TG32NUMBER OFANCHORS PER ROW

EDGE TREATMENT

PANEL TYPE

4A

FRONT FACE ELEVATIONPANEL AND SOIL REINFORCING KEY

4C SOIL REINFORCING DETAIL - TYPE SS1

4E

PARTIAL SECTIONEARTHTRAC CONNECTION

PANEL REINFORCING

FRONT FACE OF PANEL

GALVANIZED PANEL ANCHOR

1/2" Ø GALVANIZED A325 BOLT-SET

EARTHTRAC REINFORCING ELEMENT

4F

PARTIAL PLAN VIEWEARTHTRAC CONNECTION

NOTE:

REFERENCE DETAIL E (THIS SHEET) FOR HORIZONTAL ANCHOR PLACEMENT LOCATIONS

1/2" Ø A325 BOLT-SET

ANCHOR

PANEL REINFORCING

FRONT FACE OF PANELEARTHTRACSOIL REINFORCING

NOTE:

BOLT-SET NUT SHALL ALWAYS BE INSTALLED ON TOP OF PANEL ANCHOR(AS SHOWN).

NOTE:1. EARTHTRAC STEEL STRIP SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A572 G50

CARBON STEEL.2. AS WARRANTED BY DESIGN OR CONSTRUCTION REQUIREMENTS THERE MAY BE SEVERAL

INDIVIDUAL EARTHTRAC ELEMENTS PER ROW.

2.00EQ.

EQ.

312"5"

6"112"

112"

REFER TO WALL ELEVATION FOR LENGTH

TOP PLAN DETAIL OF EARTHTRAC STEEL STRIP ()

4 @ 112"

112"

4 @ 1 12"

6"

316"

3"

0.500

0.240

0.0800.290

0.120

0.080R0.050

0.545R0.050 0.335

SIDE DETAIL OF EARTHTRAC STEEL STRIP ()

EARTHTRAC MAJOR RIB EARTHTRAC MINOR RIB


12"

5"

6"

4D SOIL REINFORCING DETAIL - TYPE SS3

NOTE:1. EARTHTRAC SS3 STEEL STRIP SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A1011

GRADE 50 STEEL.2. AS WARRANTED BY DESIGN OR CONSTRUCTION REQUIREMENTS THERE MAY BE SEVERAL

INDIVIDUAL EARTHTRAC SS3 ELEMENTS PER ROW.

SIDE DETAIL OF EARTHTRAC STEEL STRIP STRIP (SS3)

EARTHTRAC SS3 RIB


EQ.

EQ.

412"

1'-0"112"

3" 412"


412"412" 3"

1'-0"112"

532"

0.3061.260

0.306

0.630

2"

1'-0"

PLAN DETAIL OF EARTHTRAC STEEL STRIP STRIP (SS3)

NUMBER OFSTRIPS PER ROWPANEL TYPE

NUMBER OFSTRIPS PER ROW

1'-3 1/4" 2'-6"

FRONT FACE

5'-0 1/2"

1'-3 1/4"

ANCHOR(TYP.)

4F

BACK FACE ELEVATIONSTANDARD ANCHOR PLACEMENT

7 3/4"

7 3/4"

7 3/4"

7 3/4"

1'-3" 1'-3" 1'-3" 7 3/4"

7 3/4"

7 3/4"

7 3/4"

11 1/4" 11 1/4" 11 1/4" 11 1/4"

7 1/2" 11 1/4" 7 1/2" 11 1/4" 7 1/2"

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

11 1/2" 11 1/2"1'-6 3/4" 1'-6 3/4"

STANDARD COMPONENT DETAILSREINFORCED SOIL WALL



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15" STEP

30" STEP

PANEL SPACING

6" X 12" UNREINFORCEDCONCRETE LEVELINGPAD

REFERENCE DETAIL CTHIS SHEET FOR DETAILAT LEVELING PAD STEP.

NOTE:

1. THE LEVELING COURSE STEP SHOWN ARE TYPICAL INCREMENTS.2. MINIMUM STEP IS 6" INCREMENTS

2" MAX

3" MIN TO 6 MAX

6" x 12" UNREINFORCEDCONCRETE LEVELINGPAD (TYP.)

12" WIDE FILTERFABRIC (TYP.)

PANELANCHORS (TYP.)

12" (TYP.)

12" (TYP.)

NOTE:

1. STRIPS OF FILTER FABRIC CLOTH SHALL BE PLACED OVER ALL VERTICALAND HORIZONTAL JOINTS.

2. FILTER FABRIC SHALL BE ADHERED TO BACK FACE OF PANELS USING ANADHESIVE COMPOUND.

3. ADHESIVE SHALL BE APPLIED TO PANEL THEN FILTER FABRIC PLACED ONBACK OF PANEL.

4. THERE SHALL BE A 12" OVERLAP BETWEEN SPLICED FILTER FABRIC.5. HORIZONTAL JOINT FABRIC SHALL BE EXTENDED 6" PASSED VERTICAL JOINT.

5B

BACK FACE ELEVATIONFILTER FABRIC PLACEMENT

5A

BACK FACE ELEVATIONLEVELING PAD AND PANEL PLACEMENT

5C

BACK FACE ELEVATIONLEVELING PAD STEP DETAIL

5-0 1/2"

2'-6"1'-3 1/4" 1'-3 1/4"

5-0 1/2"

4-BEARING PADS

2-BEARING PADS

2'-6"1'-3 1/4" 1'-3 1/4"

NOTE:1. TYPICAL PRE-CAST PANEL WITH CAST-IN-PLACE ANCHORS2. 60 DUROMETER 3" x 6" x 3/4" BEARING PADS - 2 PER PANEL (UNLESS

OTHERWISE NOTED)3. PANEL ANCHOR4. CONNECTION -1/2" Ø A325 BOLT SET - 1 PER SOIL REINFORCING ELEMENT5. SOIL REINFORCING ELEMENT (SIZE AS REQUIRED)6. 12" WIDE FILTER FABRIC CLOTH ADHERE WITH ADHESIVE7. CONSTRUCTION ADHESIVE (NOT SHOWN) TO ATTACH FILTER FABRIC TO

BACK FACE OF PANEL8. HARD WOOD SHIMS (USE IF NECESSARY BY OTHERS - NOT SHOWN)

5D

BACK FACE ELEVATIONTYPICAL MATERIAL ISOMETRIC

5E

PLAN VIEW (TOP OF PANEL)BEARING PAD PLACEMENT

21

3

4

556

6

NOTE:

1. FOR WALL HEIGHTS THAT EXCEED 40 FEET USE 4 BEARINGPADS PER PANEL AND PLACE SIDE BY SIDE.ONLY THEWALL BELOW 40 FEET REQUIRE 4 BEARING PADS.

2. WALL HEIGHT IS MEASURED FROM TOP OF LEVELING PADTO TOP OF PANEL.

3. BEARING PAD IS 60 DUROMETER 3 4" X 3" X 6"8" MAX

STANDARD COMPONENT DETAILSREINFORCED SOIL WALL



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FRONT FACE OFWALL (TYP.)

EARTHTRAC SOILREINFORCING EARTHTRAC SOIL

REINFORCING

15°(MAX.)


6D

PLAN VIEWSLIP JOINT DETAIL

PANEL ANCHORCONNECTION(TYP.)

6C

PLAN VIEWVARIABLE CORNER PANEL REINFORCEMENT

6E

PLAN VIEWSLIP JOINT PANEL REINFORCEMENT

6A

PLAN VIEWVARIABLE OUTSIDE CORNER

6B

PLAN VIEWVARIABLE INSIDE CORNER

SPLAY EARTHTRAC SS ELEMENTAS REQ'D TO CLEAR OBSTRUCTION(LIMIT SPLAY ANGLE TO 15° MAX.)

WORKING POINT

PANELANCHOR (TYP.)


FRONT FACEOF PANEL

6 1/2"

1 1/2"

VARIES

2'-0"

4 1/2"

1 1/2"

#4 BAR @ 3 PLACES(OR EQUAL)

LIFTING INSERT

PANELANCHOR

C FORML

#4 @ 12" O.C.(OR EQUAL)

3/4"

3/4"

2'-0"

WING ANGLE (± 2.5°)

CORNER ANGLE (± 5°)

WING ANGLE (± 2.5°)

FRONT FACEOF CORNER

1'-6"(NOMINAL)

3" 3"

2'-0"(SLIP JOINT PANEL)

2'-0"(TYP.)

4 1/2" WALL TYPES 2A & 2B5 1/2" WALL TYPES 2C & 2D

1 1/2" (MIN.)7 1/2" (MAX.)

11" 6 1/2"6 1/2"

FRONT FACE OFPRECAST PANEL

W.W.F. 6" x 6"W7.0 x W7.0(OR EQUAL)

PANELANCHOR 3 1/2"


PANELANCHOR

3/4" 3/4"

WORKING POINT

CORNERELEMENT

EARTHTRAC

FRONT FACEOF PANEL

C FORML

3 1/2"

CORNER ANGLE (± 5°)

2'-0"1'-0" 6"

1'-0"

3" 6" 3"

3"

3"

4-#4 BARS 12"LONG AS SHOWN

4-#4 BARS 12" LONGSEE DETAIL A

DETAIL A

CORNER AND SLIP JOINT PANEL DETAILSREINFORCED SOIL WALL



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CHEEK WALL

BRIDGE SEAT

BRIDGE BACKWALL

B7

C7

TOP OF COPING

F7 TOP OF PILE CAP

E7 TRAFFIC RAILING

BRIDGE BACK WALL

FACE OF WALL BEYOND

CHEEK WALL

TOP OF COPING

FACE OF COPING

FACE OF WALL

GUTTER LINE

BRIDGE DECK

BACK FACEOF BACKWALL

12" WIDEFILTER FABRIC

FACE OF PILE CAP

FRONT FACE OFBACKWALL

FACE OF COPING

EXTENT OF COPING

CHEEK WALL

FACE OF WALL

TOP OF TRAFFICRAILING

BRIDGE DECK

FRONT FACEOF BACKWALL

CHEEK WALL

TOP OF COPING

FACE OF COPING

FACE OF WALL

RTN. CHEEKWALL

TOP PANEL EXTENT OFCOPING TOP OF BARRIER

PANEL-TO-PANEL CONNECTIONDETAILS E/7A-F/7A-G/7A (BY OTHERS)

NOTE:

1. ABUTMENT RETAINING WALL (SOIL REINFORCEMENT NOT SHOWN FOR CLARITY).2. END BENT BACK WALL (SOIL REINFORCING NOT SHOWN FOR CLARITY).3. SOIL REINFORCING SHALL BE ROTATED TO MISS VERTICAL OBSTRUCTION(S).4. ATTACH BIN WALL CONNECTION ANGLE PLATE BETWEEN ABUTMENT WALL AND

WING USING STANDARD ANCHOR.

FRONT FACE OFABUTMENT WALL

CORNER CONTROLPOINT

ABUTMENT SOILREINFORCEMENT

DETAIL B/4-C/4

PILE OBSTRUCTION

FRONT FACE OFWING WALL

NOTE:

1. ABUTMENT RETAINING WALL (SOIL REINFORCEMENT NOT SHOWN FOR CLARITY).2. END BENT BACK WALL (SOIL REINFORCING NOT SHOWN FOR CLARITY).3. SOIL REINFORCING SHALL BE ROTATED TO MISS VERTICAL OBSTRUCTION(S)4. ATTACH BIN WALL CONNECTION ANGLE PLATE BETWEEN ABUTMENT WALL AND

WING USING STANDARD ANCHOR.

FRONT FACEOF WING WALL

FRONT FACEOF COPING

FRONT FACE OFBRIDGE SEAT

BACK FACE OFBACKWALL

CORNERCONTROL POINT

BRIDGE BACKWALLSOIL REINFORCING

NOTE:

THE PANEL-TO-PANEL CONNECTOR SHOWN ABOVE IS USED (IFAPPLICABLE) DUE TO TOP SOIL REINFORCEMENT OBSTRUCTION,OR IF THE PANEL WIDTH DOES NOT PERMIT PLACEMENT OFNECESSARY EMBEDDED CONNECTORS (TYP.)

7B

PLAN VIEW (BELOW PILE CAP)ACUTE CORNER DETAIL

7A

FRONT FACE ELEVATIONELEVATION @ ACUTE CORNER

7D

FRONT FACE ELEVATIONELEVATION @ CHEEK WALL

7C

PLAN VIEW (ABOVE PILE CAP)ACUTE CORNER DETAIL

TOP OF PILECAP

7E

PARTIAL SECTIONSECTION @ CHEEK WALL

7F

PLAN VIEWPLAN @ CHEEK WALL

SEE STRUCTURES PLANSFOR END BENT DETAILS

SEE STRUCTURE PLANS FOR END BENT DETAILS SEE STRUCTURE PLANS FOR END BENT DETAILS SEE STRUCTURE PLANS FOR END BENT DETAILS

CHEEK WALL AND ACUTE CORNERDETAILSREINFORCED SOIL WALL



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2" X 3/8" FLAT BAR


ANCHOR

PANEL REINFORCING

FRONT FACE OF PANEL

8A

PARTIAL PLAN VIEWBIN STRUCTURE DETAIL

8C

PARTIAL SECTIONBIN BAR CONNECTION DETAIL

WORKING POINT

VERTICAL OBSTRUCTIONWITHIN RETAINED BACKFILL

8D

DETAILSANCHOR REPLACEMENT

5/8" EXPANSION ANCHOR

PANEL REINFORCING

FRONT FACE OF PANELEARTHTRACSOIL REINFORCING


NOTES:

1. ANCHOR TO BE HILTI KWIK BOLT 3 - 5/8"Ø x 6" HDG EXPANSIONANCHOR WITH A 3-1/2" NOMINAL EMBEDMENT AND 3-1/8"EFFECTIVE EMBEDMENT (OR EQUAL).

2. HOLES TO BE 5/8" DIAMETER WITH MINIMUM DEPTH OF 3-7/8" &MAXIMUM DEPTH OF 4".

3. MANUFACTURER'S PREPARATION AND INSTALLATIONPROCEDURES SHALL BE FOLLOWED.

4. ANCHOR TO BE INSTALLED NO CLOSER THAN 6" WITHIN PANELEDGE OR ADJACENT ANCHOR.

5. GALVANIZED ANGLE TO BE FABRICATED PER ATTACHEDDETAILS.

6. ALL MATERIAL TO BE PROVIDED BY OTHERS.

5" X 3" X 3/8" X 3"GALVANIZED ANGLE(2 PER CONNECTION)

BACK FACE OF PANEL

PANEL REINFORCING


5/8" EXPANSION ANCHOR

BACK FACE OF PANEL

5" X 3" X 3/8" X 3"GALVANIZED ANGLE(2 PER CONNECTION)

EARTHTRACSOIL REINFORCING

FRONT FACE OF PANEL

FRONT FACE OF PANEL

2" X 3/8" FLAT BAR

PANEL REINFORCING

ANCHOR


8B

PLANBIN BAR CONNECTION DETAIL

SECTION VIEW

PLAN VIEW

5"x3"x3/8" ANGLE

WORKING POINT

VARIABLE CORNER

FILTER FABRIC

2" x 1/4" x 'L'BIN BAR

PANELANCHOR

FRONT FACE OF"OBSTRUCTED"PRECAST PANEL

VERTICAL OBSTRUCTIONWITHIN RETAINED BACKFILL

'L'

11/1

6"1"

3/8"

3"

1 5/

16"

11/16" Ø PUNCH1 5/16"

3 7/16" 9/16" 1 1/16"

9/16" Ø PUNCH3/8"

1 3/

8"

5"

BIN WALL DETAILSREINFORCED SOIL WALL



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9"

11 1/4"

11 1/4"

11 1/4"

11 1/4"

11 1/4" 11 1/4"

10TB

(BACK FACE ELEVATION)

TYPE 'TB' - 2'-6" PANEL

11 1/4"11 1/4"

10TA


TYPE 'TA' - 2'-0" PANEL

10TD


TYPE 'TD' - 3'-6" PANEL

10TC


TYPE 'TC' - 3'-0" PANEL

11 1/4" 11 1/4"

10PD


TYPE 'PD' - 3'-6" PANEL

11 1/4" 11 1/4"

10PA


TYPE 'PA' - 2'-0" PANEL

11 1/4" 11 1/4"

10PB


TYPE 'PB' - 2'-6" PANEL

11 1/4" 11 1/4"

10PC


TYPE 'PC' - 3'-0" PANEL

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

3'-5

1/4

" (BA

CK)

3'-6

1/2

"(F

RO

NT

& BA

CK)

3'-0

1/2

" (FR

ON

T)2'

-11

1/4"

(BAC

K)

2'-6

1/2

"(F

RO

NT)

2'-5

1/4

"(B

ACK)

2'-6

1/2

"(F

RO

NT

& B

ACK)

2'-0

1/2

"(F

RO

NT)

1'-1

1 1/

4"(B

ACK)

2'-0

1/2

"(F

RO

NT

& B

ACK)

11 1/4" 11 1/4"

10A


TYPE 'A' - 2'-0" PANEL

11 1/4" 11 1/4"

10B


TYPE 'B' - 2'-6" PANEL

11 1/4" 11 1/4"

10C


TYPE 'C' - 3'-0" PANEL

11 1/4" 11 1/4"

10D


TYPE 'D' - 3'-6" PANEL

1'-3

"

1'-3

"

3'-0

1/2

"(F

RO

NT

& BA

CK)

3'-6

1/2

"(F

RO

NT)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

2'-0

1/2

"(F

RO

NT)

1'-1

1 1/

4"(B

ACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

2'-6

1/2

"(F

RO

NT)

2'-5

1/4

"(B

ACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

3'-0

1/2

" (FR

ON

T)2'

-11

1/4"

(BAC

K)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

3'-5

1/4

" (BA

CK)

3'-6

1/2

"(F

RO

NT)

2'-3

"1'

-9"

1'-9

"

1'-9

"2'

-3"

2'-3

"

1'-3

"

1'-3

"

1'-3

"1'

-3"

1'-3

"

1'-3

"1'

-3"

1'-3

"

1'-3

"

11 1/4"

11 1/4"

1'-3 1/4" 1'-3 1/4"2'-6"

#4 BAR1'-0"

1'-0"

DOWELS SHALL BE BENT 90° IN FIELD ASREQUIRED TO CLEAR TOP OF LEVEL-UP.

10S TOP PANEL DOWEL DETAIL

NOTE:

PANEL LIFT ANCHOR SHALL BE DAYTON SUPERIOR (TWO TON)P-94 FLEET-LIFT T-ANCHOR (PRODUCT CODE FL110,HOT-DIPPED GALVANIZED) OR EQUIVALENT.

STANDARD 5x5 PANEL DETAILS



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DRAWN BYTPT

CHECKED BYXXX





2'-9

"

11 1/4"

11 1/4"11 1/4"

11 1/4"

11 1/4"

11 1/4"

11TE


TYPE 'TE' - 4'-0" PANEL

11TG


TYPE 'TG' - 5'-0" PANEL

11TF


TYPE 'TF' - 4'-6" PANEL

11 1/4" 11 1/4"

11PF


TYPE 'PF' - 4'-6" PANEL

11 1/4" 11 1/4"

11PE


TYPE 'PE' - 4'-0" PANEL

11 1/4" 11 1/4"

11PG


TYPE 'PG' - 5'-0" PANEL

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0

1/2

" (FR

ON

T)4'

-11

1/4"

(BAC

K)

5'-0

1/2

" (FR

ON

T &

BAC

K)

4'-6

1/2

" (FR

ON

T)4'

-5 1

/4" (

BAC

K)

4'-6

1/2

" (FR

ON

T &

BAC

K)

4'-0

1/2

" (FR

ON

T)3'

-11

1/4"

(BAC

K)

4'-0

1/2

"(F

RO

NT

& BA

CK)

11 1/4" 11 1/4"

11E


TYPE 'E' - 4'-0" PANEL

11 1/4" 11 1/4"

11F


TYPE 'F' - 4'-6" PANEL

11 1/4" 11 1/4"

11G


TYPE 'G' - 5'-0" PANEL

NOTE:

'TG' AND 'PG' PANELS ARE TO BE CAST AS STANDARD 'G' PANELS.THESE DETAILS ARE PROVIDED AS OPTIONS.

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

4'-0

1/2

" (FR

ON

T)3'

-11

1/4"

(BAC

K)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

4'-6

1/2

" (FR

ON

T)4'

-5 1

/4" (

BAC

K)

OPTIONAL "TG" OPTIONAL "PG"

5'-0

1/2

" (FR

ON

T)4'

-11

1/4"

(BAC

K)

3'-3

"3'

-9"

1'-3

" 2'-9

"1'

-3" 2

'-9"

1'-3

"

1'-3

"

3'-3

"1'

-3"

3'-3

"1'

-3"

1'-3

"

3'-9

"1'

-3"

3'-9

"1'

-3"

STANDARD TOP PANEL DETAILS



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GIS-2020DESIGNED BY

TPT

DRAWN BYTPT

CHECKED BYXXX





11 1/4"

11 1/4"

11 1/4"

11 1/4"

12TK


TYPE 'TK' - 6'-6" PANEL

12TH


TYPE 'TH' - 5'-6" PANEL

11 1/4" 11 1/4"

12PH


TYPE 'PH' - 5'-6" PANEL

11 1/4" 11 1/4"

12TJ


TYPE 'TJ' - 6'-0" PANEL

11 1/4" 11 1/4"

12PJ


TYPE 'PJ' - 6'-0" PANEL

11 1/4" 11 1/4"

12PK


TYPE 'PK' - 6'-6" PANEL

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

6'-6

1/2

" (FR

ON

T)6'

-5 1

/4" (

BAC

K)

6'-6

1/2

" (FR

ON

T &

BAC

K)

6'-0

1/2

" (FR

ON

T)5'

-11

1/4"

(BAC

K)

6'-0

1/2

" (FR

ON

T &

BAC

K)

5'-6

1/2

" (FR

ON

T)5'

-5 1

/4" (

BAC

K)

5'-6

1/2

" (FR

ON

T &

BAC

K)

11 1/4" 11 1/4"

11 1/4" 11 1/4"

12J


TYPE 'J' - 6'-0" PANEL

11 1/4" 11 1/4"

12K


TYPE 'K' - 6'-6" PANEL

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-6

1/2

" (FR

ON

T)5'

-5 1

/4" (

BAC

K)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

6'-0

1/2

" (FR

ON

T)5'

-11

1/4"

(BAC

K)6'

-6 1

/2" (

FRO

NT)

6'-5

1/4

" (BA

CK)

1'-3

"3'

-9"

4'-3

"4'

-9"

1'-3

"3'

-9" 5

'-3"

4'-9

"

1'-3

"3'

-9" 5

'-3"

4'-9

"

1'-3

"3'

-9" 5

'-3"

1'-3

"3'

-9"

4'-3

"

1'-3

"3'

-9"

4'-3

"

1'-3

"3'

-9"

1'-3

"3'

-9"

1'-3

"3'

-9"

12H


TYPE 'H' - 5'-6" PANEL




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GIS-2020DESIGNED BY

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DRAWN BYTPT

CHECKED BYXXX





11 1/4" 11 1/4"

11 1/4"11 1/4"

11 1/4" 11 1/4"

13TY


TYPE 'TY' - 3'-9" PANEL

13TL


TYPE 'TL' - 7'-0" PANEL

13TZ


TYPE 'TZ' - 6'-3" PANEL

5'-0 1/2" (FRONT)

11 1/4" 11 1/4"

11 1/4" 11 1/4"

11 1/4" 11 1/4"

13PL


TYPE 'PL' - 7'-0" PANEL

13PY


TYPE 'PY' - 3'-9" PANEL

13

PZ(BACK FACE ELEVATION)

TYPE 'PZ' - 6'-3" PANEL

6'-3

1/2

" (FR

ON

T)

4'-11 1/4" (BACK)5'-0 1/2" (FRONT)

6'-3

1/2

" (FR

ON

T &

BAC

K)

4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)5'-0 1/2" (FRONT)

4'-11 1/4" (BACK)

6'-2

1/4

" (BA

CK)

3'-9

1/2

" (FR

ON

T)3'

-8 1

/4" (

BAC

K)

3'-9

1/2

"(F

RO

NT

& BA

CK)

7'-0

1/2

" (FR

ON

T)6'

-11

1/4"

(BAC

K)

7'-0

1/2

" (FR

ON

T &

BAC

K)

11 1/4" 11 1/4"

13L


TYPE 'L' - 7'-0" PANEL

11 1/4" 11 1/4"

13Y


TYPE 'Y' - 3'-9" PANEL

11 1/4" 11 1/4"

13Z


TYPE 'Z' - 6'-3" PANEL

11 1/4" 11 1/4"

13M


TYPE 'M' - 7'-6" PANEL

NOTE:

'TM' AND 'PM' PANELS ARE TO BE CAST USING 'M'PANEL FORM (AS SHOWN)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

5'-0 1/2" (FRONT)4'-11 1/4" (BACK)

7'-0

1/2

" (FR

ON

T)6'

-11

1/4"

(BAC

K)3'

-9 1

/2" (

FRO

NT)

3'-8

1/4

" (BA

CK)

6'-3

1/2

" (FR

ON

T)6'

-2 1

/4" (

BAC

K)

7'-6

1/2

" (FR

ON

T)7'

-5 1

/4" (

BAC

K)

1'-3

"3'

-9"

5'-9

"

1'-3

"3'

-9"

5'-9

"

1'-3

"3'

-9"

5'-9

"

1'-3

"3'

-9"

6'-3

"

1'-3

" 2'-6

"

1'-3

" 2'-6

"

1'-3

" 2'-6

"

1'-3

" 2'-6

"5'

-0"

1'-3

" 2'-6

"5'

-0"

1'-3

" 2'-6

"5'

-0"




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GIS-2020DESIGNED BY

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DRAWN BYTPT

CHECKED BYXXX





14C

PLAN VIEWSTANDARD 5 X 10 PANEL

14F

SECTION VIEWSTANDARD PANEL

14A

BACK FACE ELEVATIONSTANDARD 5 x 10 PANEL

12"12"

PANEL REINFORCINGFRONT FACE OF PANEL

12" WIDE FILTER FABRIC FRONT FACE OF PANEL

PANEL REINFORCING

3/4" BEARING PAD

3/4"JNT

±

14E

PARTIAL SECTIONHORIZONTAL JOINT DETAIL14

DPLAN VIEWVERTICAL JOINT DETAIL

NOTE:

THREE (3) ANCHORS ARE SHOWN FOR REFERENCE ONLY. THE ACTUAL NUMBER OF REINFORCINGANCHORS MAY VARY AND IS BASED ON DESIGN AND CONSTRUCTION REQUIREMENTS.

5'-0

1/2

"

9'-6"

10'-0 1/2"

4'-6

"

6"

2'-6 1/4" 2'-6 1/4"

1 7/8"

3"

2 5/8"

5'-0"

10'-0 1/2"

1'-10 3/4" 1'-10 3/4"3'-1 1/2"3'-1 1/2"

4"FRONT FACE

EACH LIFT ANCHOR SHALL HAVE 2-TON CAPACITY

14B

BACK FACE ELEVATIONSTANDARD 5 x 10 PANEL

5'-0

1/2

"

9'-6"

10'-0 1/2"

4'-6

"

9" MAX

2'-6 1/4" 2'-6 1/4"

6" O.C. EACH SIDEOF ANCHORS (TYP.)

4 12" MAX

4 12"Max

5'-0"

EQUAL SPACING (9" MAX. O.C.)BEYOND ANCHORS (TYP.)

#4 BARS BOTHWAYS (TYP.)

6" MAX

ALL HORIZONTAL WIRES ARE D7.0ALL VERTICAL WIRES ARE D4.5

5'-0

1/2

"

3"

FRONT FACEOF PANEL

1'-3

"2'

-6"

1'-3

1/2

"







STANDARD 5X10 PANEL DETAILS



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GIS-2020DESIGNED BY

TPT

DRAWN BYTPT

CHECKED BYXXX





SCP EarthTrac DOT APL-1SCP EarthTrac DOT APL-2SCP EarthTrac DOT APL-3SCP EarthTrac DOT APL-4SCP EarthTrac DOT APL-5SCP EarthTrac DOT APL-6SCP EarthTrac DOT APL-7SCP EarthTrac DOT APL-8SCP EarthTrac DOT APL-9SCP EarthTrac DOT APL-10SCP EarthTrac DOT APL-11SCP EarthTrac DOT APL-12SCP EarthTrac DOT APL-13SCP EarthTrac DOT APL-14

2020-11-18T08:56:02-0600Thomas Taylor

reinforced soil wall product submittal earthtec … · tg32 2 2 g22 2 2 g23 3 pb4 4 2 3 3 tg32 2...

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