MSE WALL SHEET INDEX

SHEET NO. SHEET TITLE REVISION

1 INDEX SHEET

2 GENERAL NOTES

3 STANDARD 5 x 10 PANEL DETAILS

STANDARD 5 x 10 PANEL DETAILS (WWF
4 ALTERNATIVE)

5 STANDARD 5 x 5 PANEL DETAILS

STANDARD 5 x 5 PANEL DETAILS (WWF

STANDARD DRAWINGS FOR MECHANICALLY

6 ALTERNATIVE)

7 TYPICAL DETAILS AND SECTIONS (5 X 10)

STABILIZED EARTH RETAINING WALLS 8 TYPICAL DETAILS AND SECTIONS (5 X 5)

SINE WALL ® MSE PANEL SYSTEM 9 LEVELING PAD AND STEP DETAILS
TYPICAL SINEstrip DETAILS
COMMONWEALTH OF PENNSYLVANIA
10
TYPICAL CORNER, SLIP JOINT, AND
11
DEPARTMENT OF TRANSPORTATION COPING DETAILS

12 TYPICAL OBSTRUCTION DETAILS

PATENT # 7,270,502

EA
M O NW L T H
M REGISTERED

CO

OF
PROFESSIONAL
I CERTIFY THAT ALL ASSUMPTIONS MADE IN
DESIGNING THIS WALL HAVE BEEN VALIDATED DAVID M. BRODOWSKI
THROUGH CONSTRUCTION DETAILS, SPECIAL
NOTES AND/OR INSTRUCTIONS TO THE ENGINEER
FABRICATOR, ERECTOR AND CONTRACTOR
PE085238
9/21/2017 EN I

A
®
NSY L VAN
GENERAL NOTES MATERIALS PROVIDED FOR SINE WALL SYSTEM

SPECIFICATIONS NOTES
PRECAST CONCRETE
STANDARD PANEL SIZE 5'x5' OR 5x10'

CONCRETE STRENGTH fc = 4000 PSI @ 28 DAYS

COPING, CORNER & SLIP JOINT

CONCRETE SURFACE FINISH
PANEL SMOOTH OR AS SPECIFIED PLAIN GRAY, OR AS SPECIFIED
COPING, CORNER & SLIP JOINT
STEEL REINFORCING

MSE PANEL SYSTEM

COATING: BLACK OR EPOXY COATED AS
PANEL ASTM A615 OR A996 GRADE 60
SPECIFIED
COPING, CORNER & SLIP JOINT
SINEstrip CONNECTOR ASTM A 1011, GRADE 50 **GALVANIZED
SINEstrip-US PATENT 7,270,502
1.5" - 2.0" - 2.5" WIDE
*GALVANIZED
GALVANIZED GRADE 65 - ASTM A1011

AND DEEPER. BOLTS - NUTS 1/2" DIA. x 1.25" LONG

BOLTS: ASTM A325 **GALVANIZED
NUTS: ASTM A563
GEOTEXTILE JOINT FABRIC 12" WIDE MIRAFI 180N OR APPROVED EQUAL
AASHTO M 288
BEARING PADS 3"x6"x3/4", OR 3"x4"x3/4"
ASTM D-2000 M2AA 807
DUROMETER HARDNESS OF 80 +/-5
STEEL ANGLE 5"x5"x3/8"
*GALVANIZED
GRADE 36
*HOT-DIP GALVANIZED PER ASTM A123,AASHTO M111 WITH 2.0 OZ/SF OR 3.4 MILS THICKNESS.
**GALVANIZED PER ASTM A153.

EA
M O NW L T H
M REGISTERED

CO

OF
PROFESSIONAL

DAVID M. BRODOWSKI
ENGINEER

PE085238
9/21/2017 EN I

A
®
NSY L VAN
 2" (MIN.) CLR.
℄ ERECTION HEAD ANCHOR W/ TYP ALL AROUND,
SHEAR BAR AND TENSION BAR UNLESS NOTED OTHERWISE
OR APPROVED EQUAL (TYP.)
A 2 TON CAPACITY EACH
3 A
#4 BARS EACH WAY
3
SPACING AS SHOWN
10'-0"
10'-0"
2'-6" TOP OF PANEL 2'-6"
5 1/2" 9'-8"
(FRONT) 1 1/2"

4 1/2"

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

B
3
8"
B
3
*SH
X1 X2 X3, etc... X1 11 1/4"
5'-0"
SEE TABLE FOR COUNT & SPACING 5'-0" 5'-0" 4'-8" 5'-0"
OF SINEstrip CONNECTIONS
1-1/2" CLR. 11 1/4"
PANEL
FRONT
FACE 8"

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

4 1/2"
SEE ELEVATION FOR
℄ SINEstrip 1 1/2" REINFORCING SIZE
CONNECTION 1'-0" 8" 1'-0" 1'-0" 1'-0" 8" 1'-0" 1'-0" 1'-0" 8" 1'-0"
& SPACING
(TYP.)
5x10 PRECAST PANEL ELEVATION SECTION 'A' 5x10 PANEL REINFORCING ELEVATION (REBAR)
FROM SOIL OR CASTING FACE NO SCALE FROM SOIL OR CASTING FACE

# SINEstrip CONNECTORS
#4 REBAR PANEL
PER ELEVATION SEE ELEVATION FOR
FRONT REINFORCING SIZE
FACE & SPACING
3 DETAIL C
10'-0"
1'-4" 3'-8" 3'-8" 1'-4"
5 1/2"
4 SINEstrip
1'-4" 2'-6" 2'-4" 2'-6" 1'-4" CONNECTOR
EALT
O NW
5
X1 X2 X3, ETC... X1
H
SEE TABLE FOR COUNT & SPACING MM REGISTERED

CO
OF SINEstrip CONNECTIONS

OF
1'-4" 1'-10" 1'-10" 1'-10" 1'-10" 1'-4" PROFESSIONAL
SECTION 'B'
6 NO SCALE DAVID M. BRODOWSKI
1'-4" 1'-6" 1'-6" 1'-4" 1'-6" 1'-6" 1'-4" 4" ENGINEER
PANEL BACK FACE PANEL BACK FACE

7 SINEstrip EN PE085238
I

A
7 1/2"
C CONNECTOR 9/21/2017 NSY L VAN
1'-4" 1'-2" 1'-4" 1'-2" 1'-2" 1'-4" 1'-2" 1'-4" 3 4" ASTM A1011
SINEstrip 3 1/2" GR. 50,
(US PATENT
8
3 1/2" GALVANIZED
7,270,502)
1"

1'-4" 1'-0" 1'-0" 1'-0" 1'-4" 1'-0" 1'-0" 1'-0" 1'-4" SINEstrip 2"
SINEstrip CONNECTION
1 1/2" 1 1/2"
CONNECTION
℄  1/2"Ø  A325  BOLT, ℄ 9/16"
1'-0" 8" 1'-0" 1'-0" 1'-0" 8" 1'-0" 1'-0" 1'-0" 8" 1'-0" HOLE
A563 NUT,
TYP. 10'-0" PANEL WIDTH GALVANIZED
DTL "1" - SECTION VIEW DTL "C" - TOP VIEW
®
5X10 PANEL - CONNECTOR SPACING (REBAR) SINEstrip CONNECTOR DETAIL
NO SCALE NO SCALE
 2" (MIN.) CLR.
TYP ALL AROUND,
UNLESS NOTED OTHERWISE

A
W20 BARS EACH WAY
3
SPACING AS SHOWN

10'-0"
9'-8"

4 1/2"

6 1/4"
B
3

5 - W20.0 X 9'-8"
VARIABLE 4'-8" 5'-0"
6 1/4"

4 1/2"

TO MATCH REBAR DIMENSIONS

1'-0" 1'-0"
10-W20.0 X 4'-8"

5x10 PANEL REINFORCING ELEVATION (WELDED WIRE ALTERNATIVE)

FROM SOIL OR CASTING FACE

NOTES:

1. W20 MAY BE SUBSTITUTED FOR D20

9/21/2017
2. IF REQUIRED, SPLICES OF THE WWR EA
SHEET OVERLAPS SHALL BE THE SPACING
M O NW L T H
OF THE TRANSVERSE WIRES PLUS 2", M REGISTERED

CO

OF
BUT NOT LESS THAN 10 ".
PROFESSIONAL

DAVID M. BRODOWSKI
ENGINEER

PE085238
EN I

A
®
NSY L VAN
 ℄ ERECTION HEAD ANCHOR W/
SHEAR BAR AND TENSION BAR
OR APPROVED EQUAL (TYP.)
A 1 TON CAPACITY EACH 2" CLR.
5 (TYP ALL AROUND, A
UNLESS NOTED OTHERWISE 5

5'-0"
5'-0"
1'-3" TOP OF PANEL 1'-3"
5 1/2" 4'-8"
(FRONT) 1 1/2"

4 1/2"

B
1'-2 3/4" DETAIL 1 1'-2 3/4" B 6 1/4"
5
5
8"

*SH
X1 X2 X3, etc... X1 11 1/4"
SEE DETAIL ON BOTTOM RIGHT FOR 5'-0"
5'-0" 5'-0" 4'-8" 5'-0"
COUNT & SPACING OF SINEstrip
CONNECTIONS 11 1/4"
1-1/2" CLR.
PANEL
FRONT
FACE 8"

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

4 1/2"

℄ SINEstrip SEE ELEVATION FOR #4 BARS EACH WAY

CONNECTION 1 1/2" REINFORCING SIZE SPACING AS SHOWN
& SPACING 10" 9" 8" 6" 8" 9" 10"
(TYP.)

5x5 PRECAST PANEL ELEVATION SECTION 'A' 5x5 PANEL REINFORCING ELEVATION (REBAR)
FROM SOIL OR CASTING FACE NO SCALE FROM SOIL OR CASTING FACE

REBAR SCHEDULE
PANEL SEE ELEVATION FOR QUANTITY SIZE LENGTH V/H
FRONT REINFORCING SIZE 6 #4 4'-8" VERTICAL
FACE & SPACING 7 #4 4'-8" HORIZONTAL
5'-0"
TOTAL: 13 60'-8"
DETAIL C

# CONFIGURED 5 1/2"
STRIP CONNECTORS
PER ELEVATION #4 REBAR
SINEstrip
CONNECTOR X3, EALT
X1 X2
ETC...
X1
O NW H
SEE DETAIL TO RIGHT FOR COUNT & MM REGISTERED

CO

OF
SPACING OF SINEstrip CONNECTIONS
3 SECTION 'B'
PROFESSIONAL

1'-3" 1'-3" 1'-3" 1'-3" NO SCALE DAVID M. BRODOWSKI

4 4"
PANEL BACK FACE PANEL BACK FACE
ENGINEER

PE085238
SINEstrip EN I

A
1'-3" 10" 10" 10" 1'-3" 7 1/2"
C CONNECTOR NSY L VAN
5 4" ASTM A1011 9/21/2017
5 3 1/2"
SINEstrip
(US PATENT
3 1/2" GR. 50,
GALVANIZED
1'-0" 9" 9" 9" 9" 1'-0" 7,270,502)
1"
SINEstrip 2"
TYP. 5'-0" PANEL WIDTH SINEstrip CONNECTION
1 1/2" 1 1/2"
CONNECTION
10" 9" 8" 6" 8" 9" 10" ℄  1/2"Ø  A325  BOLT, ℄ 9/16"
A563 NUT, HOLE
GALVANIZED
DTL "1" - SECTION VIEW DTL "C" - TOP VIEW
®
5X5 PANEL - CONNECTOR SPACING (REBAR) SINEstrip CONNECTOR DETAIL
NO SCALE NO SCALE
 2" (MIN.) CLR.
TYP ALL AROUND,
A
W20 BARS EACH WAY
UNLESS NOTED OTHERWISE 5
SPACING AS SHOWN

5'-0"

4'-8"

4 1/2"

6 1/4"

B 8"
5

11 1/4"

4'-8" 5'-0"

11 1/4"

8"

6 1/4"

4 1/2"

10" 9" 8" 6" 8" 9" 10"

5x5 PANEL REINFORCING ELEVATION (WELDED WIRE ALTERNATIVE)

FROM SOIL OR CASTING FACE

NOTES:

1. W20 MAY BE SUBSTITUTED FOR D20

2. IF REQUIRED, SPLICES OF THE WWR

EA
SHEET OVERLAPS SHALL BE THE SPACING
OF THE TRANSVERSE WIRES PLUS 2", M O NW L T H
BUT NOT LESS THAN 10 ".
M REGISTERED

CO

OF
PROFESSIONAL

DAVID M. BRODOWSKI
ENGINEER

PE085238
EN I

A
®
9/21/2017 NSY L VAN
 12" TYPICAL WIDTH INSTALL 2 MIN. - 3" X 6" x 3/4" BEARING
PADS PER PANEL. INSTALL 2 @ 30" FROM
TOP OF CENTERED AT EACH END OF PANEL (SEE TABLE FOR #
COPING PANEL JOINT OF BEARING PADS REQUIRED PER JOINT)

FRONT 30" 30"

FACE
GEOTEXTILE
FILTER FABRIC

3/4"
JOINT
FINISH
GROUND
3" x 6" x 3/4" BEARING PAD (TYP.)
(2 PADS MIN. PER PANEL (TYP.)
SEE TABLE FOR # OF BEARING
PADS REQUIRED PER JOINT)
ALIGN WITH BACK OF PANEL: CONCRETE
INSTALL 2 PADS 30" IN LEVELING
FROM EACH END OF PANEL. PAD
NOTES:
1. GEOTEXTILE (MIRAFI 180N OR EQUAL) TO BE
NUMBER OF BEARING PADS PER JOINT ATTACHED TO THE BACK OF THE PANEL USING
ADHESIVE
NUMBER OF PANELS NUMBER OF BEARING 2. USE ENOUGH ADHESIVE TO HOLD GEOTEXTILE
TO BE PLACED PADS REQUIRED PER IN PLACE DURING BACKFILL OPERATIONS
ABOVE JOINT JOINT
<3 2
4-7 4
TYPICAL BEARING PAD DETAIL 8 OR MORE 6
TYPICAL FILTER FABRIC DETAIL
N.T.S. NO SCALE

PANEL JOINT
℄

FINISHED
GRADE

3'-0"
MIN.
EMBEDMENT

OPITONAL KEYED
CONSTR. JOINT 6" MIN.

STEP HEIGHT
EA
O NW L T H
5'-0" MAX.

6" MIN.
M
M REGISTERED

CO

OF
1'-0" X 6" UNREINFORCED PROFESSIONAL
STEP WALL CAST AGAINST
CUT FACE OF EXISTING SOIL.
TAPER ANGLE AS VERTICAL DAVID M. BRODOWSKI
CONCRETE REQUIRED KEYED AS POSSIBLE.
LEVELING CONSTR. JOINT 6" MIN. ENGINEER
PAD (TYP.) PE085238
EN I

A
®
TYPICAL LEVELING PAD DETAIL 9/21/2017 NSY L VAN
NO SCALE
 12" TYPICAL WIDTH INSTALL 2 - 3" X 4" x 3/4" BEARING PADS
TOP OF COPING PER PANEL. INSTALL @ 15" FROM EACH
CENTERED AT END OF PANEL
PANEL JOINT

FRONT
FACE
GEOTEXTILE 15" 15"
FILTER FABRIC

3/4"
JOINT

3" x 4" x 3/4" BEARING PAD (TYP.)

(2 PADS MIN. PER PANEL (TYP.)
SEE TABLE FOR # OF BEARING
PADS REQUIRED PER JOINT)
ALIGN WITH BACK OF PANEL: CONCRETE FINISHED GROUND
INSTALL 2 PADS 15" IN LEVELING
FROM EACH END OF PANEL. PAD
NOTES:
1. GEOTEXTILE TO BE ATTACHED TO THE
BACK OF THE PANEL USING ADHESIVE.
NUMBER OF BEARING PADS PER JOINT 2. ADHESIVE TO BE APPLIED TO THE PANELS ONLY
NUMBER OF PANELS NUMBER OF BEARING AND SHALL NOT BE APPLIED WITHIN 2" OF A JOINT.
TO BE PLACED PADS REQUIRED PER 3. FABRIC SHALL OVERLAP A MINIMUM OF 4".
QUANTITIES SUPPLIED ARE BASED ON A 4" OVERLAP.
ABOVE JOINT JOINT
<5 2
6-9 3
TYPICAL BEARING PAD DETAIL 10 OR MORE 4
TYPICAL FILTER FABRIC DETAIL
N.T.S. NO SCALE

PANEL
JOINT
℄

PRECAST PANELS

FINISHED
GRADE
OPITONAL KEYED 3'-0" MIN.
CONSTR. JOINT EMBEDMENT

EA
M O NW L T H
STEP HEIGHT M REGISTERED
6" MIN.

CO

OF
5'-0" MAX. PROFESSIONAL
1'-0" X 6" UNREINFORCED
STEP WALL CAST AGAINST
6" MIN. CUT FACE OF EXISTING SOIL.
DAVID M. BRODOWSKI
CONCRETE REQUIRED KEYED 6" MIN. TAPER ANGLE AS VERTICAL
LEVELING ENGINEER
CONSTR. JOINT AS POSSIBLE.
PAD (TYP.) PE085238
EN I

A
®
TYPICAL LEVELING PAD STEP 9/21/2017 NSY L VAN
NO SCALE
 PANEL JOINT
℄

FINISHED
GRADE

FRONT
FACE
3'-0"
MIN.
12" WIDE FILTER FABRIC UNREINFORCED EMBEDMENT
CONCRETE
LEVELING PAD

OPITONAL KEYED
CONSTR. JOINT 6" MIN.
6"

3/4" 1'-0"
JOINT STEP HEIGHT
VERTICAL JOINT DETAIL TYPICAL LEVELING PAD DETAIL 5'-0" MAX.
N.T.S. NO SCALE 6" MIN.
1'-0" X 6" UNREINFORCED
STEP WALL CAST AGAINST
CUT FACE OF EXISTING SOIL.
TAPER ANGLE AS VERTICAL
CONCRETE REQUIRED KEYED AS POSSIBLE.
LEVELING CONSTR. JOINT 6" MIN.
PAD (TYP.)

TYPICAL LEVELING PAD DETAIL

NO SCALE

EA
M O NW L T H
M REGISTERED

CO

OF
PROFESSIONAL

DAVID M. BRODOWSKI
ENGINEER

PE085238
EN I

A
®
9/21/2017
NSY L VAN
 1 1/2" 1 1/2" 1 1/2"
3/8" 9/16" DIA. 3/8" 9/16" DIA. 3/8" 9/16" DIA.
B BOLT HOLE B BOLT HOLE B BOLT HOLE

A A 7/8" A 1" A 1 1/8" A 1 1/4" A

5/8" 3/4"
1 1/2" 1/4" 2" 1/4" 2 1/2" 1/4"
5/8" 3/4" 7/8" 1" 1 1/8" 1 1/4"

B B B
L L L

PLAN VIEW PLAN VIEW PLAN VIEW

1 1/2" 9/16" DIA. 1 1/2" 9/16" DIA. 1 1/2" 9/16" DIA.
2" 2" 2"
BOLT HOLE BOLT HOLE BOLT HOLE
1/4" 1/4" 1/4"

±0.156" ±0.156" ±0.156"

4" SECTION A-A 4" SECTION A-A 4" SECTION A-A

PATENT # 7,270,502 PATENT # 7,270,502 PATENT # 7,270,502

EQ. EQ. EQ. EQ. EQ. EQ.

±0.156" 9/16" DIA. ±0.156" 9/16" DIA. ±0.156" 9/16" DIA.

C
L BOLT HOLE C
L BOLT HOLE C
L BOLT HOLE

SECTION B-B SECTION B-B SECTION B-B

SINEstrip DETAIL SINEstrip DETAIL SINEstrip DETAIL

NO SCALE NO SCALE NO SCALE
NOTE:
ALL CUT STEEL SHALL HAVE EDGES COATED
WITH 2 COATS OF APPROVED ZINC GALVANIZING 1 1/2"
COMPOUND. 3/8" 9/16" DIA.
B BOLT HOLE
SINEstrip 1'-6"
REINFORCING
SPLICE PLATE 7/8" A 1" A
(2 REQ'D.) GR.65 2" 1/4"
1 1/2"
7/8" 1"

A A B
EALT
10" L O NW H
PLAN VIEW
MM REGISTERED

CO

OF
1 1/2" 9/16" DIA. PROFESSIONAL
1/2  "  Ø  A325  BOLT, 2"
A563 NUT, GALVANIZED BOLT HOLE
1/4" DAVID M. BRODOWSKI
SET  IN  9/16  "  Ø  HOLE

1'-6" ±0.180" ENGINEER

SINEstrip WITH 4"
FLAT END
1/2  "  Ø  A325  BOLT,
4" SECTION A-A
5/32 " THICK 2"x1'-6" PE085238
A563 NUT, GALVANIZED EN I

A
FLAT STRIP
(TYP. 2 REQ'D.) 9/21/2017 NSY L VAN
PATENT # 7,270,502
EQ. EQ.

±0.180" 9/16" DIA.

1 1/2" 1 1/2" 9/16  "  Ø  HOLE C BOLT HOLE
L
(TYP.)
3" 1'-0" 3" SECTION B-B

®
SPLICE PLATE DETAIL SINEstrip DETAIL
NO SCALE NO SCALE
GEOTEXTILE FABRIC WITH GEOTEXTILE FABRIC WITH
5" COVER (MIN. ON EACH 5" COVER (MIN. ON EACH
SIDE OF JOINT (TYP.) GEOTEXTILE FABRIC WITH
SIDE OF JOINT (TYP.) 3/4" JOINT
5" COVER (MIN. ON EACH
(TYP.)
SIDE OF JOINT (TYP.)
GEOTEXTILE FABRIC WITH
5" COVER (MIN. ON EACH
SIDE OF JOINT (TYP.)

PRECAST
PRECAST
WALL PANEL PRECAST
WALL PANEL
WALL PANEL

3/4" JOINT BEARING PADS PRECAST BEARING PADS

3/4" JOINT BEARING PADS
(TYP.) (2 PER JOINT) WALL PANEL (2 PER JOINT)
3/4" JOINT BEARING PADS (TYP.) (2 PER JOINT)
(TYP.) (2 PER JOINT) CORNER ELEMENT SLIP JOINT
CORNER ELEMENT 1/4"
CORNER ELEMENT (TYP.)

ACUTE CORNER ELEMENT DETAIL 90°  CORNER  ELEMENT  DETAIL OBTUSE CORNER ELEMENT DETAIL SLIP JOINT ELEMENT DETAIL
NO SCALE NO SCALE NO SCALE NO SCALE

NOTE:
TYPICAL DETAILS SHOWN. SEE PROJECT DRAWINGS
FOR DETAILS CUSTOMIZED FOR SITE CONDITIONS.

ATTACH GEOTEXTILE TO ℄ SLIP JOINT ATTACH GEOTEXTILE TO

℄ CORNER ADJACENT PANELS AND ADJACENT PANELS AND
ELEMENT CORNER ELEMENT WITH 5" PROVIDE 1" EXPANSION SLIP JOINT ELEMENT WITH
COVER (MIN.) EACH SIDE JOINT MATERIAL 5" COVER (MIN.) EACH SIDE

1'-4" MIN. COPING COPING

OR PER
PROJECT 1"
REQUIREMENTS
CONTRACTOR TO FILL ANCHOR
RECESS WITH NON-SHRINK GROUT
PLACE TWO BEARING
AFTER PLACEMENT OF COPING PLACE TWO BEARING
PADS AT EACH JOINT,
PADS AT EACH JOINT,
(4) #4 REBAR CONTINUOUS W/ (6) #4 EQUAL DISTANCE
EQUAL DISTANCE
U-BARS EQUALLY SPACED (PER 10' FROM CENTER OF
FROM CENTER OF
SECTION OF COPING) SLIP JOINT UNIT
CORNER UNIT

LEVEL-UP CONCRETE AS REQUIRED

2'-0"
1'-3"
1 1/2" CLR.
#4 x 2'-0" DOWELS (1'-0" EMBEDMENT)
@ 18" ON CENTER. CONTRACTOR TO
CUT DOWELS WHERE REQUIRED TO
TYPICAL CORNER ELEMENT ELEVATION TYPICAL SLIP JOINT ELEMENT ELEVATION
PROVIDE 2" CLEAR TO TOP OF NO SCALE NO SCALE
LEVEL-UP CONCRETE
EA
5-1/2" M O NW L T H
PRECAST PANEL FRONT
M REGISTERED

CO

OF
FACE (EXPOSED) PROFESSIONAL

DAVID M. BRODOWSKI
NOTE: C.I.P. COPING SIMILAR
ENGINEER

PE085238
EN I

A
®
PRECAST COPING DETAIL 9/21/2017 NSY L VAN
NO SCALE
 NOTE:
PRECAST PANEL BACK FACE PRECAST PANEL BACK FACE IF SKEW IS GREATER THAN
GAP (2) ANGLES PER CONNECTOR 15º  CONTACT  A  SINE  WALL
1/2" DIA. BOLT & NUT (2" LONG), 15°  MAX 15°  MAX 14"  Ø  STEEL
VARIES ASSEMBLY REPRESENTATIVE
W/  9/16"Ø  HOLE PILING (TYP.)
4 1/2" 1/2"  Ø  A325  BOLT  2"  LONG  &  NUT
C
L L5x5x3/8 GALVANIZED ANGLE (TYP) (GALVANIZED) SPACING VARIES AS PER
2" MIN.
PROJECT

VARIES
SPECIFICATIONS
SINEstrip, TYP.
3/16" MIN. SINEstrip
SINEstrip 7" MIN TO (TYP.)
BACK FACE 2 1/2" SINEstrip CONNECTOR, 1/4" MAX.
HILTI ADHESIVE ANCHOR OR APPROVED EQUAL
OF PANEL TYP.
SYSTEM  WITH  1/2"  Ø  x  6"  (MIN.)  LONG  HILTI
SINEstrip ATTACHED HIT-HY200 & HIT-Z SYSTEM INSTALL PER MANUF. ABUTMENT VARIES
AT PANEL CONNECTOR RECOMMENDATIONS FRONT FACE
'A-A' SECTION VIEW
(AT CONNECTOR) NEW CONNECTOR ASSEMBLY SECTION BACK FACE
OF WALL
A 3" A 3"
C 11/16"  Ø  HOLE
GAP VARIES L
1/2" DIA. BOLT & NUT (2" LONG), 9/16"  Ø.  HOLE
D OR D, (TYP) W/  9/16"Ø  HOLE C
L 5" 5 1/2"
4 3/16" MIN. FRONT FACE OF WALL
B2 B C
L L5x5x3/8 GALVANIZED ANGLE (TYP) 3 1/2"
TO 7" MIN
L5x5x3/8
GALVANIZED 1/4" MAX.
5"
2 1/2"
TYPICAL SKEWED CONFIGURED STRIP
5" VERTICAL OBSTRUCTION - NO SCALE
ANGLE
RELOCATED SINEstrip 3"
FIELD DRILL 2 1/2" 2 1/2" 1 1/2" ONE SINEstrip TO BE BENT
2 21" D = CONNECTOR SINEstrip
9/16"  Ø  HOLE SECTION VIEW FRONT VIEW TOP VIEW BACK FACE OF ABOVE OR BELOW PIPE AT
L5x5x3/8 SPACING 2 21"
(TYP) WALL PANEL CONTRACTOR'S OPTION (TYP.)
GALVANIZED ANGLE PRECAST PANEL BACK FACE INSTALLATION NOTES:
- THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER 15°
GAP VARIES RECOMMENDATIONS FOR DRILLING, HOLE CLEANING, EPOXY APPLICATION MAX*
SINEstrip CONNECTOR (TYP) L= ANGLE 'B-B' SECTION VIEW 2" MIN.
AND DRYING TIME.
-BOLT ANGLE AT ALL LENGTH PIPE
- TYPE "C" CONNECTIONS SHALL NOT BE ATTACHED TO ANGLES SPANNING
C CONNECTORS C SINEconnectors, REFERENCE TYPE "C" CONNECTION DETAIL -EPOXY ANCHOR.
PRECAST PANEL BACK FACE Ø  VARIES
GAP
1/2" DIA. BOLT & NUT (2" LONG), *NOTE: IF SINEstrip CONFLICTS
VARIES
W/  9/16"Ø  HOLE TYPE "C" CONNECTION DETAIL - EPOXY ANCHOR WITH PIPE, BEND AS GRADUAL
D D NO SCALE AS POSSIBLE
C
L L5x5x3/8 GALVANIZED ANGLE (TYP) TYPICAL STRIP BENDING DETAIL
FIELD DRILL EXISTING CONNECTOR TYP. NO SCALE
9/16"  Ø  HOLE
(TYP) 7" MIN. 7" MIN.
RELOCATED SINEstrip
SINEstrip CONNECTOR, TYP. TYP.
1 1/2" TYP.
3" MIN

7" MIN.
1'-3" ADDITIONAL CONNECTOR
SPLICE PLATE (TYP) TYP.
INSTALLED ON TOP & BOTTOM TYP.

TOP VIEW 'C-C' SECTION VIEW (AT CONNECTOR, NO STRIP)

EQ. EQ.
EALT
TYPE "A" CONNECTION DETAIL O NW H
MM REGISTERED
SINGLE SHEAR CONNECTION (NO SCALE) 7" MIN.

CO

OF
7" MIN.
TYP. TYP. PROFESSIONAL
1'-6"
SPLICE PLATE L5x5x3/8 GALVANIZED ANGLE (TYP)
(2 REQ'D.) GR.65 GAP DAVID M. BRODOWSKI
1 1/2"
(TYP.) VARIES 1/2" DIA. BOLT & NUT (2" LONG), ADDITIONAL CONNECTOR SPACING
W/  9/16"Ø  HOLE NO SCALE ENGINEER

PE085238
E E TYPICAL NOTES: EN I

A
2" FLAT SPLICE PLATE, 1. SEE CONNECTION DETAILS. ANGLE SCHEDULE AND ALL ASSOCIATED NOTES SPECIFIC TO EACH
PROJECT
NSY L VAN
1" (TYP.) C
L
GRADE 50, TOP & BOTTOM 9/21/2017
2. ALL ANGLES ARE GRADE 36 STEEL.
2"
3. CONTRACTOR TO FIELD CUT ANGLES TO LENGTH BASED ON MINIMUM DIMENSIONS SHOWN.
4. ADD SAME NUMBER OF STRIPS TO ANGLE THAT ARE OBSTRUCTED BY STRUCTURE, MINIMUM
9/16  "  Ø  HOLE
TOP VIEW 5. MINIMUM OF 2 CONNECTORS ATTACHED TO ANGLE.
(TYP.) 6. STRIPS  MAY  SKEW  15°
2 1/2" SINEstrip
ALL STRIPS SHALL BE EITHER D
7. D
4 OR 2 AWAY FROM CONNECTOR, REFERENCE ANGLE SCHEDULE.
℄ ℄ PRECAST PANEL BACK FACE D=CONNECTOR SPACING
≠  5/32" L=D+6" OR 2D+6"
8. WHEN 3 STRIPS ARE OBSTRUCTED, REPLACE WITH 4 STRIPS ANCHORED TO THE ANGLE AS
SECTION VIEW 'E-E' 'D-D' SECTION VIEW (SIMILAR TO SECTION 'A-A', 'B-B', 'C-C' SHOWN.
9. CONNECT UP TO TWO ADDITIONAL SINEstrips ON EACH SIDE OF OBSTRUCTION. EACH SIDE OF
STRUCTURE WILL HAVE EITHER ONE OR TWO SINEstrip(s) TO ENSURE BALANCED LOADING. ®
TYPE "B" CONNECTION DETAIL -SPLICE PLATES 10. ANGLES SHALL NOT BE CANTILEVERED IN ANY FASHION.
DOUBLE SHEAR CONNECTION (NO SCALE)