mse structure shop drawings prepared …...tensar uniaxial structural geogrid (type per final...
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Tensar International Corporation
2500 Northwinds Parkway | Suite 500
Alpharetta, Georgia 30009 | 770-344-2090
© , TENSAR INTERNATIONAL CORPORATION
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE
SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH
ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE
SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN. THIS
DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC
PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO
IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED
WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT THE
C O N SE N T OF T E NS A R IN T E RN A T I ON A L CO R P OR A T I ON .
PROJECT NAME AND LOCATION
CLIENT
REVISION / ISSUE
NO. DATE DESCRIPTION BY
DESIGNED BY:
DRAWN BY:
CHECKED BY :
SHEET TITLE
ENGINEER OF RECORD (MSE STRUCTURE ONLY):
TIC PROJECT No.
SHEET OF
OWNER
OWNER PROJECT No.
FLORIDA DEPARTMENT OF
TRANSPORTATION
1 5
TITLE SHEET
R. JOHNSON
R. JOHNSON
W. LIEW
0 4/20/2018 ISSUED FOR REVIEW RJ
FLORIDA ,
TENSAR TWO-STAGE WALL
SUBMITTAL
C.O.A. NO. 8727
2018
PREPARED FOR
MSE STRUCTURE SHOP DRAWINGS
TENSAR TWO-STAGE WALL SUBMITTAL
INDEX
SHEET NO. SHEET NAME
1 Title Sheet
2 Typical Cross-Section - C.I.P. Fascia
3 Typical WWF Unit Details
4 C.I.P. Fascia Details (1 of 2)
5 C.I.P. Fascia Details (2 of 2)
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DETAILS OF REINFORCEMENT PLACEMENT THAT ADDRESS OBSTRUCTIONS AND ACUTE CORNERS TO
BE WORKED WITH APL APPROVED DRAWINGS FOR THE TENSAR ARES PERMANENT WALL SYSTEM.
BOTTOM OF WALL
DESIGN HEIGHT (DH)
CAST-IN-PLACE CONCRETE FASCIA
(STAGE TWO FACING)
WELDED-WIRE FORM (WWF)
FACING UNIT AND COMPONENTS
(STAGE ONE FACING)AASHTO M288 CLASS 1 GEOTEXTILE WRAP (TYP.)
TENSAR BX1120 GEOGRID WRAP (TYP.)
TENSAR UNIAXIAL STRUCTURAL GEOGRID
(TYPE PER FINAL DESIGN)
LIMIT OF REINFORCED FILL
REINFORCED FILL RETAINED SOIL
FOUNDATION SOIL
GEOGRID EMBEDMENT LENGTH (PER FINAL DESIGN)
1'-6" (TYP.)
TRAFFIC BARRIER AND MOMENT SLAB
(BY OTHERS)
TOP OF COPING
FINISHED GRADE AT TOP OF WALL
NEST TOP BASKET
COURSE AS NECESSARY
LEVELING PAD
FINISHED GRADE
EMBEDMENT PER
PROJECT REQUIREMENTS
2" PVC SOLID OUTLET PIPE
(SEE DRAINAGE OUTLET
DETAILS ON SHEET 5 OF 5)
Tensar International Corporation
2500 Northwinds Parkway | Suite 500
Alpharetta, Georgia 30009 | 770-344-2090
© , TENSAR INTERNATIONAL CORPORATION
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE
SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH
ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE
SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN. THIS
DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC
PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO
IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED
WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT THE
C O N SE N T OF T E NS A R IN T E RN A T I ON A L CO R P OR A T I ON .
PROJECT NAME AND LOCATION
CLIENT
REVISION / ISSUE
NO. DATE DESCRIPTION BY
DESIGNED BY:
DRAWN BY:
CHECKED BY :
SHEET TITLE
ENGINEER OF RECORD (MSE STRUCTURE ONLY):
TIC PROJECT No.
SHEET OF
OWNER
OWNER PROJECT No.
FLORIDA DEPARTMENT OF
TRANSPORTATION
2 5
TYPICAL CROSS-SECTION -
C.I.P. FASCIA
R. JOHNSON
R. JOHNSON
W. LIEW
0 4/20/2018 ISSUED FOR REVIEW RJ
FLORIDA ,
TENSAR TWO-STAGE WALL
SUBMITTAL
C.O.A. NO. 8727
2018
TYPICAL CROSS-SECTION - C.I.P. FASCIA
NOT TO SCALE
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NOT TO SCALE
WELDED WIRE FORM OUTSIDE CORNER UNIT
92" (MAX.)
24" (MIN.)
92" (MAX.)
24" (MIN.)
NOTE: MAINTAIN 24" (MIN.) OF WIRE FORM ON EACH SIDE OF BEND.
BEND HORIZONTAL WIRES ON
VERTICAL LEG OF WWF FACING UNIT
FRONT FACE OF WALL
CUT HORIZONTAL WIRES ALONG
BOTTOM LEG OF WWF FACING UNIT
WELDED WIRE FORM INSIDE CORNER UNIT
NOT TO SCALE
92" (MAX.)
24" (MIN.)
9
2
"
(
M
A
X
.
)
2
4
"
(
M
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.
)
NOTE: MAINTAIN 24" (MIN.) OF WIRE FORM ON EACH SIDE OF BEND.
FRONT FACE OF WALL
BEND HORIZONTAL WIRES ON VERTICAL
LEG OF WWF FACING UNIT
CUT HORIZONTAL WIRES ON BOTTOM
LEG OF WWF FACING UNIT
WELDED WIRE FORM FACING UNIT
NOT TO SCALE
A
A
SUPPORT STRUT
VIEW A-A
18.0"
18.0"
SUPPORT STRUT LENGTH
(MEASURE INSIDE HOOK-INSIDE HOOK)
1.5"
(TYP.)
9'-8" 4" OVERLAP
18"
18"
10'-0"
24" C/C MAX.
(AS REQUIRED)
2"
2"
2"
NOTES:
1. FACING TO CONSIST OF PREFABRICATED WWF 4" x 4" - W4.0 x W4.0 FORMS.
2. WWF'S ARE MANUFACTURED OF ASTM A82 (AASHTO M32) STEEL WIRE AND ARE
WELDED IN ACCORDANCE WITH ASTM A185 (AASHTO M55).
3. WWF FORMS USED IN PRECAST PANEL FASCIA APPLICATIONS SHALL BE HOT DIP
GALVANIZED AFTER BENDING IN ACCORDANCE WITH ASTM A123 (AASHTO M111).
WWF FORMS USED IN C.I.P. FASCIA APPLICATIONS MAY BE BLACK STEEL.
4. STRUTS USED IN PRECAST PANEL FASCIA APPLICATIONS SHALL BE MANUFACTURED
OF MEDIUM TEMPER PRE-GALVANIZED WIRE, IN ACCORDANCE WITH ASTM A641 OR
HOT-DIP GALVANIZED AFTER BENDING IN ACCORDANCE WITH ASTM A153 (AASHTO
M232). STRUTS USED IN C.I.P. FASCIA APPLICATIONS MAY BE BLACK STEEL.
5. OVERALL LENGTH OF WIRE FORMS IS 10'-0". EFFECTIVE CONSTRUCTED WIDTH IS
9'-8" WITH 4" OVER LAPPING AT ENDS.
SUPPORT STRUT
4" x 4" - W4.0 x W4.0
WELDED WIRE FABRIC
BUTT THE END OF
VERTICAL BARS
BETWEEN FACE
PANELS
CENTER
SEE NOTE 4
SUPPORT STRUTS
24" C/C TYP.
(FIELD ADJUST AS REQUIRED)
Tensar International Corporation
2500 Northwinds Parkway | Suite 500
Alpharetta, Georgia 30009 | 770-344-2090
© , TENSAR INTERNATIONAL CORPORATION
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE
SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH
ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE
SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN. THIS
DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC
PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO
IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED
WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT THE
C O N SE N T OF T E NS A R IN T E RN A T I ON A L CO R P OR A T I ON .
PROJECT NAME AND LOCATION
CLIENT
REVISION / ISSUE
NO. DATE DESCRIPTION BY
DESIGNED BY:
DRAWN BY:
CHECKED BY :
SHEET TITLE
ENGINEER OF RECORD (MSE STRUCTURE ONLY):
TIC PROJECT No.
SHEET OF
OWNER
OWNER PROJECT No.
FLORIDA DEPARTMENT OF
TRANSPORTATION
3 5
TYPICAL WWF UNIT
DETAILS
R. JOHNSON
R. JOHNSON
W. LIEW
0 4/20/2018 ISSUED FOR REVIEW RJ
FLORIDA ,
TENSAR TWO-STAGE WALL
SUBMITTAL
C.O.A. NO. 8727
2018
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WELDED WIRE FORM FACING DETAIL (C.I.P. FASCIA)
NOT TO SCALE
REINFORCED
FILL
NOTE:
SEE WELDED WIRE FORM (WWF) FACING UNIT DETAIL FOR FACING
MATERIAL AND DIMENSIONS.
6" (MIN.)
TOP & BOTTOM
48" (MIN.) TOP AND BOTTOM
AASHTO M288 CLASS 1 GEOTEXTILE
WWF FACING UNIT
(SEE NOTE)
SUPPORT STRUT
TENSAR BX1120 GEOGRID
TENSAR UNIAXIAL GEOGRID
IN ACCORDANCE WITH ELEVATION VIEW
18"
3"
BEND AND CAST
WITH C.I.P. WALL
C.I.P. FASCIA CONNECTION DETAIL
NOT TO SCALE
REINFORCED
FILL
NOTES:
1. C.I.P. FASCIA REBAR LAYOUT TO BE DETERMINED ON A PER PROJECT BASIS FOR PANEL HEIGHT,
THICKNESS, AND LOADING CONDITIONS.
2. CAST-IN-PLACE CONCRETE AND REBAR COVER SHALL MEET FDOT DESIGN STANDARDS FOR WALL
TYPE 2A, 2B, 2C, 2D, 2E, AND 2F.
3. UNIAXIAL GEOGRID SHALL BE SECURED TO VERTICAL REBAR WITH TIE WIRES OR ZIP TIES.
4. CONCRETE FOR CIP FASCIA SHOULD BE POURED USING TREMIE HOSE OR EQUIVALENT APPROVED
METHOD SO AS TO NOT DISENGAGE THE UNIAXIAL GEOGRID SECURED TO VERTICAL REBAR.
5. REFER TO FACING DETAIL FOR FACING COMPONENT REQUIREMENTS.
SEE NOTE 1
SEE NOTE 2
C.I.P. FASCIA
3" (MIN.)
12" (MIN.)
FRONT FACE OF WWF FACING UNIT
TENSAR UNIAXIAL STRUCTURAL GEOGRID
(TYPE PER FINAL DESIGN)
GEOGRID EXTENSION INTO C.I.P. FASCIA - PLAN VIEW
NOT TO SCALE
18"
4.36' 4.36' 4.36'
Tensar International Corporation
2500 Northwinds Parkway | Suite 500
Alpharetta, Georgia 30009 | 770-344-2090
© , TENSAR INTERNATIONAL CORPORATION
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE
SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH
ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE
SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN. THIS
DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC
PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO
IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED
WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT THE
C O N SE N T OF T E NS A R IN T E RN A T I ON A L CO R P OR A T I ON .
PROJECT NAME AND LOCATION
CLIENT
REVISION / ISSUE
NO. DATE DESCRIPTION BY
DESIGNED BY:
DRAWN BY:
CHECKED BY :
SHEET TITLE
ENGINEER OF RECORD (MSE STRUCTURE ONLY):
TIC PROJECT No.
SHEET OF
OWNER
OWNER PROJECT No.
FLORIDA DEPARTMENT OF
TRANSPORTATION
4 5
C.I.P. FASCIA DETAILS
(1 OF 2)
R. JOHNSON
R. JOHNSON
W. LIEW
0 4/20/2018 ISSUED FOR REVIEW RJ
FLORIDA ,
TENSAR TWO-STAGE WALL
SUBMITTAL
C.O.A. NO. 8727
2018
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DRAINAGE COMPOSITE PLACEMENT DETAIL
OF CONCRETE
GEOGRID TABS PRIOR TO PLACEMENT
COMPOSITE AND OPEN SPACE BETWEEN
NOT TO SCALE
PRIOR TO PLACEMENT OF CONCRETE.
OF CIP PANELS AND 12" MIN. AT 8' (MAX.) O.C.
CONTRACTOR SHALL PLACE 6" MIN. AT ENDS
DRAINAGE COMPOSITE
CONTRACTOR SHALL COVER DRAINAGE
6 mil PLASTIC COVERING (TYP.)
LOCATION OF EXPANSION JOINT
FORMWORK SHALL BE AS DESIGNED
SEE DRAINAGE COMPOSITE
FORMWORK AS
3' (TYP.)
8' (MAX.)
C/L OF DRAINAGE COMPOSITE
REBARS
TENSAR GEOGRID TAB TRIM DETAIL
(SEE DRAINAGE COMPOSITE PLACEMENT DETAIL)
NOT TO SCALE
DESIGNED BY
BY CONTRACTOR.
PLACEMENT DETAIL.
DRAINAGE COMPOSITE
BE LOCATED 4" (MIN.) TO 8" (MAX.)
ABOVE FINISHED GROUND ELEVATION
NOT TO SCALE
DRAINAGE OUTLET DETAIL
2" SLOTTED PIPE (TYP.)
8" MIN. EMBEDMENT
6 mil PLASTIC COVERING
2% (MIN.) SLOPE 10.0' CC. BOTTOM OF PIPE SHALL
2" PVC (SCH. 40) SOLID OUTLET PIPE PLACED ON
3' (TYP.)
THROUGH THE LEVELING PAD, CIP FACING,
EXPANSION JOINTS ARE TO BE CONTINUOUS
AND COPING
CONTRACTOR
NOTE:
DRAINAGE COMPOSITE SHALL BE NON-WOVEN GEOTEXTILE AASHTO M288 CLASS 2
BONDED TO BOTH SIDES OF A 3 DIMENSIONAL POLYMERIC NET STRUCTURE AND
MEET THE FOLLOWING REQUIREMENTS:
PHYSICAL REQUIREMENTS FOR DRAINAGE CORE
PROPERTY VALUE TEST METHOD
COMPRESSIVE STRENGTH (PSI)
20 ASTM D 1621
IN-PLANE FLOW CAPACITY (MIN.) (GAL./MIN./FT.)
10 ASTM D 4716
CORE THICKNESS (MIN.) (IN.)
0.25
(SEE NOTE)
AND SPACED 10' VERTICALLY.
Tensar International Corporation
2500 Northwinds Parkway | Suite 500
Alpharetta, Georgia 30009 | 770-344-2090
© , TENSAR INTERNATIONAL CORPORATION
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE
SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH
ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE
SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN. THIS
DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC
PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO
IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED
WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT THE
C O N SE N T OF T E NS A R IN T E RN A T I ON A L CO R P OR A T I ON .
PROJECT NAME AND LOCATION
CLIENT
REVISION / ISSUE
NO. DATE DESCRIPTION BY
DESIGNED BY:
DRAWN BY:
CHECKED BY :
SHEET TITLE
ENGINEER OF RECORD (MSE STRUCTURE ONLY):
TIC PROJECT No.
SHEET OF
OWNER
OWNER PROJECT No.
FLORIDA DEPARTMENT OF
TRANSPORTATION
5 5
C.I.P. FASCIA DETAILS
(2 OF 2)
R. JOHNSON
R. JOHNSON
W. LIEW
0 4/20/2018 ISSUED FOR REVIEW RJ
FLORIDA ,
TENSAR TWO-STAGE WALL
SUBMITTAL
C.O.A. NO. 8727
2018
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No. 73606
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