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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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AR
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SIB
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Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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
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
5.5" MIN. WALL TYPES 2A & 2B6.5" MIN. WALL TYPES 2C & 2D
2" CLEAR WALL TYPES 2A & 2B3" CLEAR WALL TYPES 2C & 2D
2" CLEAR WALL TYPES 2A & 2B3" CLEAR WALL TYPES 2C & 2D
STANDARD 5X5 PANEL DETAILSREINFORCED SOIL WALL
EARTHTRAC SOIL REINFORCING
3THIS 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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ME
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SIB
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Y O
F O
THE
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BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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
REFER TO WALL ELEVATION FOR LENGTH
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
REFER TO WALL ELEVATION FOR LENGTH
EQ.
EQ.
412"
1'-0"112"
3" 412"
REFER TO WALL ELEVATION FOR LENGTH
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
EARTHTRAC SOIL REINFORCING
4THIS 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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AR
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SP
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SIB
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Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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
EARTHTRAC SOIL REINFORCING
5THIS 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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ME
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AR
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HE
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SP
ON
SIB
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Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
FRONT FACE OFWALL (TYP.)
EARTHTRAC SOILREINFORCING EARTHTRAC SOIL
REINFORCING
15°(MAX.)
12" WIDE FILTERFABRIC (TYP.)
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.)
12" WIDE FILTERFABRIC (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"
12" WIDE FILTERFABRIC (TYP.)
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
EARTHTRAC SOIL REINFORCING
6THIS 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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ME
NTS
AR
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SP
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SIB
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Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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
EARTHTRAC SOIL REINFORCING
7THIS 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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RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
2" X 3/8" FLAT BAR
1/2" Ø A325 BOLT-SET
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
1/2" Ø A325 BOLT-SET
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
1/2" Ø A325 BOLT-SET
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
1/2" Ø A325 BOLT-SET
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
EARTHTRAC SOIL REINFORCING
8THIS 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.
THE
DE
SIG
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ON
TAIN
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HE
RE
IN IS
BA
SE
D O
N IN
FOR
MA
TIO
N S
UP
PLI
ED
BY
OTH
ER
S.G
IS C
ER
TIFY
ING
INTE
RN
AL
STA
BIL
ITY
OF
THE
STR
UC
TUR
E O
NLY
. E
XTE
RN
AL
AN
D G
LOB
AL
STA
BIL
ITY
RE
QU
IRE
ME
NTS
AR
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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
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
(BACK FACE ELEVATION)
TYPE 'TA' - 2'-0" PANEL
10TD
(BACK FACE ELEVATION)
TYPE 'TD' - 3'-6" PANEL
10TC
(BACK FACE ELEVATION)
TYPE 'TC' - 3'-0" PANEL
11 1/4" 11 1/4"
10PD
(BACK FACE ELEVATION)
TYPE 'PD' - 3'-6" PANEL
11 1/4" 11 1/4"
10PA
(BACK FACE ELEVATION)
TYPE 'PA' - 2'-0" PANEL
11 1/4" 11 1/4"
10PB
(BACK FACE ELEVATION)
TYPE 'PB' - 2'-6" PANEL
11 1/4" 11 1/4"
10PC
(BACK FACE ELEVATION)
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
(BACK FACE ELEVATION)
TYPE 'A' - 2'-0" PANEL
11 1/4" 11 1/4"
10B
(BACK FACE ELEVATION)
TYPE 'B' - 2'-6" PANEL
11 1/4" 11 1/4"
10C
(BACK FACE ELEVATION)
TYPE 'C' - 3'-0" PANEL
11 1/4" 11 1/4"
10D
(BACK FACE ELEVATION)
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
EARTHTRAC SOIL REINFORCING
10THIS 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.
THE
DE
SIG
N C
ON
TAIN
ED
HE
RE
IN IS
BA
SE
D O
N IN
FOR
MA
TIO
N S
UP
PLI
ED
BY
OTH
ER
S.G
IS C
ER
TIFY
ING
INTE
RN
AL
STA
BIL
ITY
OF
THE
STR
UC
TUR
E O
NLY
. E
XTE
RN
AL
AN
D G
LOB
AL
STA
BIL
ITY
RE
QU
IRE
ME
NTS
AR
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
2'-9
"
11 1/4"
11 1/4"11 1/4"
11 1/4"
11 1/4"
11 1/4"
11TE
(BACK FACE ELEVATION)
TYPE 'TE' - 4'-0" PANEL
11TG
(BACK FACE ELEVATION)
TYPE 'TG' - 5'-0" PANEL
11TF
(BACK FACE ELEVATION)
TYPE 'TF' - 4'-6" PANEL
11 1/4" 11 1/4"
11PF
(BACK FACE ELEVATION)
TYPE 'PF' - 4'-6" PANEL
11 1/4" 11 1/4"
11PE
(BACK FACE ELEVATION)
TYPE 'PE' - 4'-0" PANEL
11 1/4" 11 1/4"
11PG
(BACK FACE ELEVATION)
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
(BACK FACE ELEVATION)
TYPE 'E' - 4'-0" PANEL
11 1/4" 11 1/4"
11F
(BACK FACE ELEVATION)
TYPE 'F' - 4'-6" PANEL
11 1/4" 11 1/4"
11G
(BACK FACE ELEVATION)
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
EARTHTRAC SOIL REINFORCING
11THIS 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.
THE
DE
SIG
N C
ON
TAIN
ED
HE
RE
IN IS
BA
SE
D O
N IN
FOR
MA
TIO
N S
UP
PLI
ED
BY
OTH
ER
S.G
IS C
ER
TIFY
ING
INTE
RN
AL
STA
BIL
ITY
OF
THE
STR
UC
TUR
E O
NLY
. E
XTE
RN
AL
AN
D G
LOB
AL
STA
BIL
ITY
RE
QU
IRE
ME
NTS
AR
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
11 1/4"
11 1/4"
11 1/4"
11 1/4"
12TK
(BACK FACE ELEVATION)
TYPE 'TK' - 6'-6" PANEL
12TH
(BACK FACE ELEVATION)
TYPE 'TH' - 5'-6" PANEL
11 1/4" 11 1/4"
12PH
(BACK FACE ELEVATION)
TYPE 'PH' - 5'-6" PANEL
11 1/4" 11 1/4"
12TJ
(BACK FACE ELEVATION)
TYPE 'TJ' - 6'-0" PANEL
11 1/4" 11 1/4"
12PJ
(BACK FACE ELEVATION)
TYPE 'PJ' - 6'-0" PANEL
11 1/4" 11 1/4"
12PK
(BACK FACE ELEVATION)
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
(BACK FACE ELEVATION)
TYPE 'J' - 6'-0" PANEL
11 1/4" 11 1/4"
12K
(BACK FACE ELEVATION)
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
(BACK FACE ELEVATION)
TYPE 'H' - 5'-6" PANEL
STANDARD 5x5 PANEL DETAILS
EARTHTRAC SOIL REINFORCING
12THIS 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.
THE
DE
SIG
N C
ON
TAIN
ED
HE
RE
IN IS
BA
SE
D O
N IN
FOR
MA
TIO
N S
UP
PLI
ED
BY
OTH
ER
S.G
IS C
ER
TIFY
ING
INTE
RN
AL
STA
BIL
ITY
OF
THE
STR
UC
TUR
E O
NLY
. E
XTE
RN
AL
AN
D G
LOB
AL
STA
BIL
ITY
RE
QU
IRE
ME
NTS
AR
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
11 1/4" 11 1/4"
11 1/4"11 1/4"
11 1/4" 11 1/4"
13TY
(BACK FACE ELEVATION)
TYPE 'TY' - 3'-9" PANEL
13TL
(BACK FACE ELEVATION)
TYPE 'TL' - 7'-0" PANEL
13TZ
(BACK FACE ELEVATION)
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
(BACK FACE ELEVATION)
TYPE 'PL' - 7'-0" PANEL
13PY
(BACK FACE ELEVATION)
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
(BACK FACE ELEVATION)
TYPE 'L' - 7'-0" PANEL
11 1/4" 11 1/4"
13Y
(BACK FACE ELEVATION)
TYPE 'Y' - 3'-9" PANEL
11 1/4" 11 1/4"
13Z
(BACK FACE ELEVATION)
TYPE 'Z' - 6'-3" PANEL
11 1/4" 11 1/4"
13M
(BACK FACE ELEVATION)
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"
STANDARD 5x5 PANEL DETAILS
EARTHTRAC SOIL REINFORCING
13THIS 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.
THE
DE
SIG
N C
ON
TAIN
ED
HE
RE
IN IS
BA
SE
D O
N IN
FOR
MA
TIO
N S
UP
PLI
ED
BY
OTH
ER
S.G
IS C
ER
TIFY
ING
INTE
RN
AL
STA
BIL
ITY
OF
THE
STR
UC
TUR
E O
NLY
. E
XTE
RN
AL
AN
D G
LOB
AL
STA
BIL
ITY
RE
QU
IRE
ME
NTS
AR
E T
HE
RE
SP
ON
SIB
ILIT
Y O
F O
THE
RS
.
BY DATEDESCRIPTIONREV
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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
"
5.5" MIN. WALL TYPES 2A & 2B6.5" MIN. WALL TYPES 2C & 2D
2" CLEAR WALL TYPES 2A & 2B3" CLEAR WALL TYPES 2C & 2D
2" CLEAR WALL TYPES 2A & 2B3" CLEAR WALL TYPES 2C & 2D
5.5" MIN. WALL TYPES 2A & 2B6.5" MIN. WALL TYPES 2C & 2D
5.5" MIN. WALL TYPES 2A & 2B6.5" MIN. WALL TYPES 2C & 2D
5.5" MIN. WALL TYPES 2A & 2B6.5" MIN. WALL TYPES 2C & 2D
STANDARD 5X10 PANEL DETAILS
EARTHTRAC SOIL REINFORCING
14THIS 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
GIS-2020DESIGNED BY
TPT
DRAWN BYTPT
CHECKED BYXXX
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
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