mse structure shop drawings prepared …...tensar uniaxial structural geogrid (type per final...

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)















CLIENT

REVISION / ISSUE


DESIGNED BY:

DRAWN BY:

CHECKED BY :

SHEET TITLE


TIC PROJECT No.

SHEET OF

OWNER

OWNER PROJECT No.


TRANSPORTATION

2 5

TYPICAL CROSS-SECTION -

C.I.P. FASCIA

R. JOHNSON

R. JOHNSON

W. LIEW


FLORIDA ,


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

"

(

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)

2

4

"

(

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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)















CLIENT

REVISION / ISSUE


DESIGNED BY:

DRAWN BY:

CHECKED BY :

SHEET TITLE


TIC PROJECT No.

SHEET OF

OWNER

OWNER PROJECT No.


TRANSPORTATION

3 5

TYPICAL WWF UNIT

DETAILS

R. JOHNSON

R. JOHNSON

W. LIEW


FLORIDA ,


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'















CLIENT

REVISION / ISSUE


DESIGNED BY:

DRAWN BY:

CHECKED BY :

SHEET TITLE


TIC PROJECT No.

SHEET OF

OWNER

OWNER PROJECT No.


TRANSPORTATION

4 5

C.I.P. FASCIA DETAILS

(1 OF 2)

R. JOHNSON

R. JOHNSON

W. LIEW


FLORIDA ,


SUBMITTAL

C.O.A. NO. 8727

2018

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No. 73606

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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.















CLIENT

REVISION / ISSUE


DESIGNED BY:

DRAWN BY:

CHECKED BY :

SHEET TITLE


TIC PROJECT No.

SHEET OF

OWNER

OWNER PROJECT No.


TRANSPORTATION

5 5

C.I.P. FASCIA DETAILS

(2 OF 2)

R. JOHNSON

R. JOHNSON

W. LIEW


FLORIDA ,


SUBMITTAL

C.O.A. NO. 8727

2018

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mse structure shop drawings prepared …...tensar uniaxial structural geogrid (type per final...

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