revisions no. date description by drawing title …

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REVISIONS

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DESCRIPTION

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BY

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DRAWING TITLE

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PROJECT NAME

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ENGINEER OF RECORD:

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DESCRIPTION

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BY

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DESIGNED BY

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DRAWN BY

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NAME

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DATE

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PROJECT NUMBER

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AS SHOWN

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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.

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FDOT AR 02.DWG

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2020, TENSAR INTERNATIONAL CORPORATION

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FLORIDA DEPARTMENT OF TRANSPORTATION

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STRUCTURES DESIGN OFFICE

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ROAD. NO.

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PROJECT NO.

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COUNTY

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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY

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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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RETAINING WALL SYSTEMS

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TENSAR ARES MSE RETAINING WALL

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CONSTRUCTION REQUIREMENTS

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4/12/12

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1

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10

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0

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4/12/12

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ISSUED FOR QPL SUBMITTAL

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NO CHANGES

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No. 73606

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%%UTYPICAL LEVELING PAD STEP AND GEOTEXTILE COVERAGE DETAIL

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EPDM BEARING PAD

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CONCRETE LEVELING PAD (SEE LEVELING PAD DETAIL)

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1'-0" WIDE NON-WOVEN GEOTEXTILE COVER ALL JOINTS

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GEOGRID LOCATION

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STANDARD PANEL FRONT FACE

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B2

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B2

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A

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A

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A

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A

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A

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A

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A

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A

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A

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B3

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B3

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B1

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NOT TO SCALE

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TENSAR STRUCTURAL GEOGRID

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%%uVERTICAL JOINT DETAIL

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NOT TO SCALE

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PANEL FRONT FACE

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1'-0" WIDE GEOTEXTILE FABRIC

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TRIM FABRIC AROUND GEOGRID

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%%UHORIZONTAL JOINT DETAIL 5'x5' (PANEL)

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NOT TO SCALE

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1'-0" WIDE GEOTEXTILE FABRIC

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PANEL FRONT FACE

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EPDM PAD (3/4" x 2" x 4", 80 DUROMETER) (4 PER HORIZONTAL JOINT, TYP.)

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%%uLEVELING PAD DETAIL

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NOT TO SCALE

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FRONT FACE PANEL WALL

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6" UNREINFORCED CONCRETE LEVELING PAD (LET CURE FOR A MINIMUM OF 12 HOURS PRIOR TO PLACING PANELS)

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%%uPANEL JOINT DETAIL

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NOT TO SCALE

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* - 3" FOR MODERATELY & SLIGHTLY - 3" FOR MODERATELY & SLIGHTLY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES A & B) - 4 3/8" FOR EXTREMELY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES C, D, E & F) ** - 3 1/2" FOR MODERATELY & SLIGHTLY - 3 1/2" FOR MODERATELY & SLIGHTLY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES A & B) - 4 7/8" FOR EXTREMELY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES C, D, E & F)

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EPDM PAD (3/4" x 2" x 4", 80 DUROMETER)

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REVISIONS

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BY

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ENGINEER OF RECORD:

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NO.

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BY

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NAME

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DATE

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FDOT AR 03.DWG

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ROAD. NO.

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PROJECT NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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4/12/12

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2

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NO CHANGES

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No. 73606

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STATE

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%%UTYPICAL PANEL DETAILS - STANDARD A PANEL SHOWING BAR REINFORCING

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PANEL DETAIL FOR

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MODERATELY AND SLIGHTLY

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AGGRESSIVE ENVIRONMENT

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ENVIRONMENT

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EXTREMELY AGGRESSIVE

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PANEL DETAIL FOR

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(DURABILITY CATEGORIES A & B)

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(DURABILITY CATEGORIES C, D, E & F)

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VERTICAL BARS (SEE REINFORCING STEEL REQUIREMENTS)

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HORIZONTAL BARS (SEE REINFORCING STEEL REQUIREMENTS)

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2 TON LIFTING INSERT

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BACK FACE OF PANEL

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GEOGRID TAB LOCATIONS

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BACK FACE OF PANEL

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VERTICAL: #4 BARS @ 1'-2" O.C. (MAX.)

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HORIZONTAL: #4 BARS @ 1'-4" O.C. (MAX.)

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%%uREINFORCING STEEL REQUIREMENTS:

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OR

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6"x6" - W8.5xW8.5 WELDED WIRE MESH PER ASTM A-82

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FABRICATION PER ASTM A-185

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ALL BARS MUST BE PER ASTM A-615 GRADE 60

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%%UFOR 5 1/2" PANEL:

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HORIZONTAL: #3 BARS @ 8" O.C. (MAX.)

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OR

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%%uTYPICAL PANEL DETAILS - STANDARD A PANEL

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%%uSHOWING WELDED WIRE MESH REINFORCING

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EXTREMELY AGGRESSIVE PANEL (DURABILITY CATEGORIES C, D, E & F) SHOWN, MODERATELY

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AND SLIGHTLY AGGRESSIVE (DURABILITY CATEGORIES A & B) PANEL SIMILAR WITH 2" MIN. STEEL

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COVER FROM FRONT FACE OF PANEL.

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REINFORCING STEEL

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FRONT

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FACE OF

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PANEL

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FRONT FACE OF PANEL

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2 TON

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LIFTING INSERT

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(ARCHITECTURAL FINISH NOT INCLUDED)

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BACK FACE VIEW

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BOTTOM FACE VIEW

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SIDE FACE VIEW

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GEOGRID TAB (SEE PANEL CONNECTION DETAILS)

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REINFORCING STEEL

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FRONT

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FACE OF

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PANEL

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2 TON

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LIFTING INSERT

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SIDE FACE VIEW

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FRONT FACE OF PANEL

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FRONT FACE OF PANEL

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FRONT

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FACE OF

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PANEL

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2 TON

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LIFTING INSERT

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BACK FACE VIEW

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SIDE FACE VIEW

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BOTTOM FACE VIEW

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WELDED WIRE MESH (SEE REINFORCING STEEL REQUIREMENTS)

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REVISIONS

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DESCRIPTION

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BY

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NO.

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BY

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NAME

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DATE

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FDOT AR 03.DWG

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ROAD. NO.

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PROJECT NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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4/12/12

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3

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10

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0

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No. 73606

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STATE

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MUST BE SEPARATED FROM THE PAVEMENT/OBSTRUCTION SECTION BY A MINIMUM OF 4".

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AVOID CONFLICT WITH THE CONTRACT PAVEMENT/OBSTRUCTION SECTION. GEOGRID

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CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PLACEMENT OF THE GEOGRID TO

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SUPERELEVATED SECTION

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%%uGEOGRID PLACEMENT AT PAVEMENT/OBSTRUCTION SECTION

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%%uNOTE:

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NOT TO SCALE

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1

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MAX.

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DEFLECTION

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5

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%%uSUPER-ELEVATED PAVEMENT/OBSTRUCTION STRUCTURE

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%%uHORIZONTAL PAVEMENT STRUCTURE

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FRONT FACE

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MSE WALL

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FRONT FACE

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MSE WALL

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SLOPE GEOGRID TO MATCH

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ROADWAY SUPER-ELEVATION

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Scale: N.T.S.

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%%uCONNECTION DETAIL PLAN VIEW (89% COVERAGE)

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UX1700 GEOGRID TAB CENTERED IN PANEL (SEE PANEL CONNECTION SECTION A-A)

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TRANSVERSE BAR OF TAB PLACED AGAINST REINFORCING STEEL

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BODKIN CONNECTION

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PRIMARY GEOGRID REINFORCEMENT (TYPE AND EMBEDMENT LENGTH AS DETERMINED IN DESIGN TABLES)

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PLAN VIEW

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FRONT FACE OF PANEL

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UX1700AR GEOGRID TAB POSITIONED AT PANEL REINFORCING AND CAST WITH PANEL (PLACE TRAVERSE BAR AGAINST REINFORCING STEEL)

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FRONT FACE OF PANEL

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PRIMARY GEOGRID REINFORCEMENT

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2 1/2" (MIN.) EMBEDMENT

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REINFORCING STEEL OR WELDED WIRE MESH

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4 1/2" WIDE X 1/4" THICK HDPE BODKIN BAR (TYP.)

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PULL TAUT TO REMOVE SLACK IN CONNECTION

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SECTION A-A

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2" (MIN.)

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2" (MIN.)

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A

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A

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Scale: N.T.S.

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%%uGEOGRID SPLICE BODKIN CONNECTION

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PIECE 2

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PIECE 1

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TO FORM A BODKIN CONNECTION FOR SPLICING GEOGRID: 1. BEND THE LAST APERTURE OF ONE PIECE OF GEOGRID AS SHOWN.

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2. PASS THE RIBS OF THE BENT APERTURES THROUGH THE RIBS OF THE SECOND PIECE OF GEOGRID AND INSERT THE BODKIN BAR INTO THE SPACE BETWEEN THE TWO GEOGRID LAYERS.

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3. PULL GEOGRID TAUT TO TENSION CONNECTION.

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NOTE: SPLICED GEOGRID PIECE ON EITHER SIDE OF THE BODKIN CONNECTION AT LEAST 6 FEET LONG UNLESS THE GEOGRID TERMINATES IN A FIXED CONNECTION.

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LAST APERTURE

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4 1/2" WIDE x 1/4" THICK HDPE BODKIN BAR

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%%uPANEL BODKIN CONNECTION

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Scale: N.T.S.

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GEOGRID TAB

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REINFORCING GEOGRID

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3. PULL REINFORCING GEOGRID TAUT TO TENSION CONNECTION.

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2. PASS THE RIBS OF THE BENT APERTURES THROUGH THE RIBS OF THE GEOGRID TAB AND INSERT THE BODKIN BAR INTO THE SPACE BETWEEN THE TWO GEOGRID LAYERS.

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1. BEND THE LAST APERTURE OF REINFORCING GEOGRID AS SHOWN.

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TO FORM A PANEL BODKIN CONNECTION FOR CONNECTING TO FACING PANEL:

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4 1/2" WIDE X 1/4" THICK HDPE BODKIN BAR

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FDOT AR 03.DWG

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ROAD. NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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%%uSTANDARD B1 PANEL

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GEOGRID TAB LOCATION

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%%uSTANDARD T54 PANEL

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%%UALL PANELS ARE SHOWN BACK FACE VIEW

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GEOGRID TAB

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LOCATIONS

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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#4 DOWEL (TYP.)

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%%uSTANDARD A PANEL

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HORIZONTAL: #4 BARS @ 1'-4" O.C. (MAX.)

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%%uREINFORCING STEEL REQUIREMENTS:

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OR

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ALL BARS MUST BE PER ASTM A-615 GRADE 60

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HORIZONTAL: #3 BARS @ 8" O.C. (MAX.)

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OR

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FDOT AR 03.DWG

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ROAD. NO.

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PROJECT NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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No. 73606

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CONCRETE PILE (TYP.)

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PRESTRESSED

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%%uACUTE CORNER - SKEWED GEOGRID UNDER PILE CAP

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(SEE DETAIL BELOW FOR BIN REINFORCEMENT)

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SLIP JOINT PANEL (TYP.)

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TRIM GEOGRID TO WITHIN

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3" OF PILE (TYP.)

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(TYP.)

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(TYP.)

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PANEL TO PANEL CONNECTOR

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(SEE DETAILS SHEET 7 OF 10)

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FRONT FACE OF WALL

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3" MIN. VERTICAL SPACING BETWEEN NOSING GRIDS AND PRIMARY REINFORCING GRIDS

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%%UEXAMPLE ACUTE CORNER - SKEWED GEOGRID AT ABUTMENT LEVEL

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CONCRETE PILE (TYP.)

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NOT TO SCALE

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(TYP.)

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SLIP JOINT PANEL

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FRONT FACE OF WALL

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PRECAST CORNER

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15° MAX.

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PRESTRESSED

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F.F.B.W.

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BACK FACE

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OF PANEL

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#4 BARS, 1'-4" O.C. MAX.

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FRONT

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FACE OF

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PANEL

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%%USIDE VIEW

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%%UVIEW B-B

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A

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A

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B

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B

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FRONT FACE OF PANEL

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%%uSECTION A-A

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%%UTYPICAL CORNER ELEMENT DETAIL

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(UX1700AR)

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FRONT FACE OF PANEL

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TOP OF PANEL

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SPACING

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VARIES

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CLEARANCE (SEE NOTE 1)

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NOTE 1 3" FOR EXTREMELY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES C, D, E & F) 2" FOR MODERATELY OR SLIGHTLY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES A & B)

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NOTE 2 6 7/8" FOR EXTREMELY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES C, D, E & F) 5 1/2" FOR MODERATELY OR SLIGHTLY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES A & B)

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#4 BARS

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REVISIONS

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NO.

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DESCRIPTION

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BY

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PROJECT NAME

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ENGINEER OF RECORD:

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DATE

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DESCRIPTION

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BY

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NAME

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DATE

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PROJECT NUMBER

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SCALE

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SHEET NUMBER

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AS SHOWN

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OF

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CLIENT

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FDOT AR 03.DWG

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ROAD. NO.

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PROJECT NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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4/12/12

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4/12/12

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4/12/12

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6

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10

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0

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WL

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1

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NO CHANGES

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WL

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No. 73606

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OF

©

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BACK FACE OF PANEL

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UX1700MSE GEOGRID TAB

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1 FULL APERTURE SECTION (MIN.) CENTERED

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IN PANEL (SEE PANEL CONNECTION DETAIL)

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TAB TURNED UPWARD

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AGAINST REINFORCING STEEL.

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A

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TRANSVERSE BAR OF TAB PLACED

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AGAINST REINFORCING STEEL

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%%UCONNECTION DETAIL PLAN VIEW AT 15%%D GRID SKEW

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NOT TO SCALE

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VARIES

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A

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PRIMARY GEOGRID REINFORCEMENT

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(TYPE AND EMBEDMENT LENGTH AS

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DETERMINED IN DESIGN TABLES)

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BODKIN CONNECTION

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MSE WALL

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#3 REBAR SECURED

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TO GEOGRID TAB

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& REBAR MAT

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NOT TO SCALE

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%%UPANEL CONNECTION DETAIL

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%%UAT 15%%d GRID SKEW

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%%U(SECTION A-A)

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PRECAST CONCRETE PANEL

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REINFORCING STEEL OR WELDED

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WIRE MESH

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FRONT FACE

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AND CAST WITH PANEL (PLACE TRANSVERSE

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POSITIONED AT PANEL REINFORCING

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BAR AGAINST REINFORCING STEEL)

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UX1700MSE GEOGRID TAB

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PULL TAUT TO REMOVE SLACK

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IN CONNECTION.

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BODKIN BAR (TYP.)

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4 1/2" WIDE

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GEOGRID TAB EXTENDING ALONG REINFORCING STEEL AS

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NECESSARY TO PROVIDE MINIMUM EMBEDMENT OF FULL

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WIDTH OF GEOGRID IN CONCRETE TAB.

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TENSAR UNIAXIAL STRUCTURAL GEOGRID

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TENSAR BIAXIAL GEOGRID 4.0' (MIN.)

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GEOTEXTILE WRAP 6" MIN. TOP & BOTTOM EMBEDMENT

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3" MIN.

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TOP OF WALL

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REINFORCED

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FILL

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EMBEDMENT TOP AND BOTTOM ROLLED

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OUT PARALLEL TO WALL FACE

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FILL

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REINFORCED

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LIMIT OF

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%%USPECIAL WALL DESIGN AT ABUTMENT BACKWALL

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NOTE: THIS DETAIL IS APPLICABLE WHEN ABUTMENT GEOGRID IS REQUIRED FOR BACKWALL AND LONG TERM SETTLEMENT IS IN EXCESS OF 4".

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ROADWAY (BY OTHERS)

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GALVANIZED STEEL 4"X4" - W4.0XW4.0 WELDED WIRE FORM (REFER TO TENSAR WELDED WIRE FORM REINFORCED RETAINING WALL QPL APPROVED DRAWING FOR WIRE FORM AND FACING DETAILS)

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ABUTMENT (BY OTHERS)

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CUT TOP MOST WIRE FORM TO CONFORM WITH FINISHED GRADE

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SUPPORT STRUT

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SCALE: N.T.S.

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%%UATTACHMENT PLATE

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%%UPANEL TO PANEL ATTACHMENT

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(VIEW A-A)

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SCALE: N.T.S.

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%%UCONNECTION BOX

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3. ALL FABRICATED STEEL PARTS SHALL BE FABRICATED FROM

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AFTER FABRICATION FOR MODERATELY OR SLIGHTLY AGGRESSIVE

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2. ALL FABRICATED STEEL PARTS SHALL BE HOT DIP GALVANIZED

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316 L GRADE STAINLESS STEEL OR HOT DIP GALVANIZED AND

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%%uFABRICATION ATTACHMENT STEEL NOTES:

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FIELD APPLIED COAL TAR COATED FOR USE IN 100 YR FLOOD PLAIN

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+ 2' (SALT WATER ZONE OF INFLUENCE)

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ENVIRONMENTS.

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4. ALL DIMENSIONS ARE MINIMUM REQUIRED

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1. ALL STEEL ANGLES AND PLATES SHALL BE PER ASTM A36

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EXCEPT NOTE 3.

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3/4" THREADED ROD, NUTS & WASHERS

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CONNECTION BOX

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3/4" BOLT PER ASTM A325WITH NUTS & WASHER

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FRONT FACE OF PANEL

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#3 REBAR X 6" SHEAR DOWEL

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ATTACHMENT PLATE

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STIFFENER NOT SHOWN FOR CLARITY

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1/4" PLATE

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1/4" STIFFENER WELDED TO ANGLE

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1"

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REVISIONS

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BY

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BY

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NAME

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DATE

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SCALE

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AS SHOWN

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OF

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CLIENT

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FDOT AR 03.DWG

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ROAD. NO.

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PROJECT NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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4/12/12

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4/12/12

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4/12/12

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7

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10

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0

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4/12/12

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WL

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1

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NO CHANGES

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WL

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No. 73606

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STATE

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OF

©

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%%uPARTIAL ELEVATION - WALL @ DRAINAGE INLET

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NOT TO SCALE

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L

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C

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DRAINAGE STRUCTURE

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GUTTER LINE

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TOP OF PRECAST BARRIER

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DRAINAGE STRUCTURE

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CENTER BRACKET OVER JOINT LOCATE AT

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ELEVATION OF EACH REINFORCEMENT LAYER

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(SEE DETAIL THIS SHEET)

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TOP OF C.I.P. BARRIER

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3" MIN. BETWEEN PIPE AND GEOGRID

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NOT TO SCALE

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%%uTYPICAL OBSTRUCTION AVOIDANCE DETAIL

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C

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2x PIPE DIAMETER (MIN.)

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L

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15° (MAX.)

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%%UNOTE:

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IF GEOGRID MUST BE MORE THAN 15%%d

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FROM HORIZONTAL, EXTEND GEOGRID 4'-0"

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LONGER THAN SHOWN ON CONSTRUCTION

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DRAWINGS.

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(SEE NOTE)

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%%uDETAIL OF TENSAR PANELS @ INLETS

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GUTTER LINE

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TRAFFIC BARRIER

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FRONT FACE MSE WALL

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SEE WALL ELEVATION FOR LENGTH

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ON EACH SIDE OF INLET.

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WIDE INTO THE JUNCTION SLAB

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CAST A GEOGRID LAYER 2' - 0"(+)

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NOT TO SCALE

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%%uSECTION B-B

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FRONT FACE MSE WALL

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INLET STRUCTURE)

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(TRIM GEOGRID WITHIN 2" OF

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%%uSECTION A-A

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NOT TO SCALE

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%%uCONNECTION DETAILS

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GUTTER LINE

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TRAFFIC BARRIER

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3" (MIN.)

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ALIGN CENTER LINE OF INLET

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FRONT FACE MSE WALL

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%%uPARTIAL PLAN - WALL @ DRAINAGE INLET

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WITH PANEL JOINT

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UNTIL FILL IS PLACED

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TIE GEOGRID TOGETHER

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INLET STRUCTURE AS SHOWN

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TRIM GEOGRIDS WITH IN 2" OF

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CENTER LINE DRAINAGE STRUCTURE

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A

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NOT TO SCALE

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B

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GEOGRID EDGES (TYP.)

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B

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A

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FRONT FACE OF COPING

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BACK FACE OF

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GUTTER LINE

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3"

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VARIES (6"+PANEL THICKNESS)

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MSE WALL

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JUNCTION SLAB (SEE INDEX NO. 5300 FOR DETAILS)

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SEE INDEX NO. 5300 FOR DETAILS

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8'-0"

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%%UBRACKET CENTERED OVER JOINT DETAIL

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SCALE: N.T.S.

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%%uVIEW C-C

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EXPANSION ANCHOR

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3/4" PANEL JOINT

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C

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C

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TAR EPOXY COATED FOR USE IN 100 YR FLOOD PLAIN + 2'

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STAINLESS STEEL OR HOT DIP GALVANIZED AND FIELD COAL

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1. ALL FABRICATED STEEL PARTS SHALL BE HOT DIP GALVANIZED AFTER

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FABRICATION FOR MODERATELY OR SLIGHTLY AGGRESSIVE ENVIRONMENTS

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%%uNOTES:

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2. ALL FABRICATED STEEL PARTS SHALL BE FABRICATED FROM 316 L GRADE

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(SALT WATER ZONE OF INFLUENCE).

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3.

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ANCHOR SHALL BE KWIK BOLT 3 - 5/8"%%C STAINLESS OR APPROVED

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EQUAL.

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(SEE NOTE 3)

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13/16"%%C HOLE

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(TYP.)

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4" (MIN.) X 4" (MIN.) X 5/16" (MIN.) - 4'-0" LONG ANGLE

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REVISIONS

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BY

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BY

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NAME

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DATE

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SCALE

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AS SHOWN

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CLIENT

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FDOT AR 03.DWG

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ROAD. NO.

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PROJECT NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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4/12/12

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4/12/12

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4/12/12

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8

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10

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0

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4/12/12

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WL

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1

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8/24/20

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NO CHANGES

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WL

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No. 73606

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STATE

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©

1

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1'-0" NON-WOVEN FABRIC

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FRONT FACE OF COPING

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FRONT FACE OF MSE WALL

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A

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A

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TOP OF PILE CAP

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B

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B

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%%UPLAN VIEW @ END BENT (TYP.)

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NOT TO SCALE

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FRONT FACE OF ABUTMENT WALL

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BRIDGE DECK

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CHEEK WALL

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FRONT FACE OF BACKWALL

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TOP OF PILE CAP

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TOP OF C.I.P. COPING

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TOP OF TRAFFIC RAILING BARRIER

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COPING LINE

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TOP OF PANELS

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TENSAR MSE WALL PANEL

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STANDARD TRAFIC

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RAILING BARRIER

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BRIDGE DECK

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FRONT FACE MSE WALL

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BOND BREAKER BETWEEN

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PANELS AND C.I.P. CONCRETE

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OUTER FACE OF COPING

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CHEEKWALL AND PILE CAP

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PANELS BEYOND

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CHEEK WALL

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FRONT FACE OF

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BACKWALL

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CONSTRUCTION JOINT

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PILE CAP

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%%USECTIONS @ END BENT

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NOT TO SCALE

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%%UVIEW A-A

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%%USECTION B-B

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FRONT FACE OF CHEEKWALL

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FRONT FACE OF MSE WALL

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AND HORIZ. CONTRL LINE

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SEE STRUCTURES PLANS FOR END BENT DETAILS

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FRONT FACE OF BACKWALL

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FRONT FACE OF PILECAP

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REVISIONS

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BY

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BY

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FDOT AR 03.DWG

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ROAD. NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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OM

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WL

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BS

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8/21/20

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4/12/12

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4/12/12

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9

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10

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0

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REVISED PER COMMENTS

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WL

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STATE

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SLIP JOINT PANEL

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%%USLIP JOINT DETAIL

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FRONT FACE OF WALL

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NOT TO SCALE

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1/2" (TYP.)

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#3 BARS VERTICAL BARS

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#4 HORIZONTAL BARS @ 1'-2" O.C. MAX.

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TENSAR GEOGRID

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AS WALL SECTION

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EMBEDMENT SAME

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%%UNO. 4 BAR

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COPING LINE

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TOP OF PANEL

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2" MIN.

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1/2" OPEN JOINT

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C OF SLIP JOINT PANEL

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TOP OF TRAFFIC BARRIER

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L

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SLIP JOINT PANEL

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%%UC.I.P. TRAFFIC BARRIER

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NOT TO SCALE

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%%UOVER SLIP JOINT PANEL

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REVISIONS

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BY

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ENGINEER OF RECORD:

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NO.

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SCALE

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AS SHOWN

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OF

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CLIENT

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FDOT AR 03.DWG

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ROAD. NO.

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COUNTY

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C.O.A #8727

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WILLY LIEW

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P.E. NO. 73606

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WILLY LIEW

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P.E. NO. 73606

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TYPICAL DETAILS

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RR

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WL

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BS

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4/12/12

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4/12/12

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4/12/12

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10

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10

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0

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4/12/12

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WL

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1

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8/24/20

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NO CHANGES

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WL

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No. 73606

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STATE

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OF

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