sanders pre-cast concrete systems, inc. pre-cast concrete systems, inc. 6051 south indianapolis road...

THE SANDERS COMPANIES

09/18/15

DATE

TITLE AND INDEX OF SHEETS

DATE

APPROVED BY:

ISSUED FOR REVIEW09-18-15

REVISIONS/ISSUE

SANDERS PRE-CAST CONCRETE SYSTEMS, INC.

6051 SOUTH INDIANAPOLIS ROAD

WHITESTOWN, IN 46075

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

PR#

IR-XX

1 14

SPC-#

THESE DRAWINGS CONTAIN PROPRIETARY INFORMATION

WHICH MUST NOT BE TRANSMITTED TO ANY PERSON OR

FIRM NOT INVOLVED WITH THIS PROJECT EXCEPT BY

WRITTEN PERMISSION OF THE SANDERS COMPANIES

FLORIDA DEPARTMENT OF TRANSPORTATION

6051 South Indianapolis RoadWhitestown, IN 46075

(800) 769-5503 toll free317-769-3712 fax

Concrete Systems, Inc.Sanders Pre-Cast

MSE WALL SYSTEM SUBMITTAL

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

2 14

SPC-#As Noted

JEM JEM

ZSS ZSS

GENERAL NOTES

System Submittal

Florida

09/18/15

GENERAL NOTES

Design Criteria

1) Design is based on the assumption that the material within the reinforced earth volume, methods of construction

and quality of prefabricated materials shall conform to the contracting agency's specification for

Mechanically-Stabilized Earth (MSE) walls.

2) Soils characteristics assumed for design:

Sand Backfill

Ø = 30 degrees, γ = 105 lbs/cu ft, and corrosivity properties satisfying the specifications

Limerock Backfill (Miami-Dade and Monroe Counties only)

Ø = 34 degrees, γ = 115 lbs/cu ft, and corrosivity properties satisfying the specifications

3) The maximum contact pressure under static conditions at the foundation level is as shown on the wall elevation

sheets for each design case. It is the responsibility of the owner to determine that the resistance to this contact

pressure is provided for that location.

4) Any unsuitable foundation material below the reinforced earth volume, as determined by the owner, shall be

excavated and replaced with suitable material in a controlled manner or otherwise stabilized as directed by the

owner.

5) Concrete reinforcing bars shall be ASTM A615 Grade 60, uncoated.

6) Concrete for precast panels shall have a minimum compressive strength after 28 days of 4,000 psi for Wall Type

2A, 5,500 psi for Wall Types 2B-F. Concrete shall meet the requirements of the concrete class called out in

FDOT Index 6020.

7) The soil reinforcement strips shall meet ASTM A572, Grade 65 and are galvanized per ASTM A123, Coating

Grade 85 or ASTM B695, Class 80. Panel embeds shall meet ASTM A1011, Grade 65 and galvanized

according to ASTM A123. Minimum galvanizing thickness shall be 3.4 mils.

8) Minimum panel design thickness is 5½ inches.

Wall Construction

9) Soil reinforcing strips and related hardware shall be supplied by Sanders Pre-cast Construction Products, Inc.

10) Stations and offsets are referenced to the contract plans.

11) MSE walls in curves will form a series of short chords of 10 ft each to match desired wall alignment.

12) For location and alignment of MSE walls, see contract plans.

13) If manholes and drop inlets are present, they shall be located as shown in the contract plans.

14) Where drainage structures are proposed adjacent to the base of the walls, the edge of the unreinforced

concrete leveling pad shall be constructed flush with the face of the wall panels. For locations and details of

drainage structures, see wall elevations and contract plans.

15) Backfill material shall be compacted in accordance with the specifications. Installation of reinforcing strips

shall be permitted only after placement and compaction of each underlying lift of the backfill material has

reached the required level. Backfill to be placed in max compacted lifts of 6 in. Backfill must be level with the

panel embed prior to strip installation.

16) Compaction and operation equipment shall be kept a minimum distance of 3 ft. from the back face of the MSE

wall panels. Compaction within 3 ft. of the panels shall be achieved with at least five passes of a lightweight

mechanical tamper, roller or vibratory system. No compaction density tests shall be taken within the 3 ft. of

the panels.

17) It is recommended that where walls are in excess of 20 ft. in height, the finished grade in front of the wall shall

be placed and compacted as soon as possible or before wall reaches three panels high. Fill and/or backfill per

specifications.

18) It is the contractor's responsibility to determine the location of any posts for guardrails, handrails, and similar

elements behind the MSE wall panels. Prior to placement of the top layer of reinforcing strips, individual strips

may be skewed to avoid the post locations if authorized by Sanders Pre-cast Construction Products, Inc. Any

damage done to the reinforcing strips due to the installation of posts shall be repaired by the contractor at the

contractor's expense.

19) Reinforcing strips shall be placed perpendicular to the MSE wall panels. The plan placement of reinforcing

strips may be skewed up to 15 degrees horizontally and/or vertically in order to avoid conflicts with existing or

future structures, pipes, underdrains, foundations or posts. If the required skew exceeds 15 degrees and

specific direction has not been provided on the plans, the contractor shall notify Sanders Pre-cast Construction

Products, Inc. to determine what course of action should be taken.

20) All detailing and checking of reinforcing steel for any cast-in-place concrete work is the responsibility of the

contractor.

21) The contractor is responsible for gradually deflecting upper reinforcing strip downward to avoid conflicts with

paving and subgrade preparation and/or treatment. The contractor's attention is directed especially to

situations where roadway superelevation and/or soil mixing are anticipated. Any damage done to the

reinforcing strips due to the installation of subgrade treatments or pavements shall be repaired by the

contractor at the contractors expense.

22) The contractor is responsible for controlling surface and subsurface water drainage in the vicinity of the wall

during construction. Surface water runoff is to be collected and discharged away from the wall and reinforced

backfill.

23) The subgrade under the leveling pad and for the length of the reinforced backfill envelope shall be prepared,

compacted, stabilized or undercut per the project plans, specifications and site conditions and be approved for

stability and bearing capacity prior to leveling pad construction. (BY THE OWNER)

24) When working during cold or freezing weather the contractor shall not construct leveling pads or place

structural backfill on frozen subgrade or previously placed structural fill that is frozen. Structural backfill shall

be kept from freezing or thawed prior to being placed.

Material Notes

25) Nominal Strip Lengths

The soil reinforcing lengths shown on the plans, measured from the back face of the panel, are the nominal

lengths required by design. The actual fabricated strip lengths may be longer due to manufacturing

tolerances. The required envelope of structure backfill is equal to the nominal strip length. Additional structure

backfill beyond the nominal strip length is not required by design.

26) Only the following materials are supplied by Sanders Pre-cast Construction Products, Inc.:

- Precast concrete facing panels;

- Soil reinforcing strips;

- Bolt sets (for attaching reinforcing strips to the panels);

- Bearing pads;

- Plastic shims; and

- Filter cloth and adhesive (for panel joints only).

Any other materials required for construction of the wall per the contract plans or specifications are to be

supplied by the contractor. Any joint materials shown at the interface of precast panels and cast-in-place

concrete structures are to be supplied by the erection contractor. All sandblasting, painting, sealers or other

special applied coatings are also supplied/installed by the contractor in the field following panel erection.

27) All front edges of panels have a ½ in. chamfer.

28) The strip tie embeds are placed within 1 in. of the dimension shown. Embeds will not be placed in contact

with reinforcing steel.

29) The quantity of concrete will increase to accommodate any architectural surface finish that may be specified.

30) All reinforcing bars are stopped 2 in. (min.) clear from any edge of panel unless noted on individual drawing.

31) All individual fabrication drawings are shown back face.

32) The concrete surface for the front panel face has a surface finish. The rear face of the panel is roughly

screeded to eliminate open pockets of aggregate and surface distortions in excess of ¼ in.

33) The place and date for manufacture and production lot number is scribed on the rear face of each panel.

34) Where coping dowels are required, dowels will be installed per specifications.

Note to Contractors

35) Sanders Pre-cast Construction Products, Inc. supplies precast concrete facing panels and accessories to be

used in conjunction with other materials in the construction of the MSE walls detailed herein. It is the

contractor's obligation to develop and execute a project specific erection sequence, panel unloading, handling

and bracing system, and fall protection system. Contractors should take special precautions to prevent the

panels from shifting or falling during the erection process.

36) Earth cuts required for constructing the MSE walls are the responsibility of the contractor. The risk of

instability of temporary earth cuts is increased by, but not limited to, machinery operating nearby, soil

stockpiled adjacent to the excavation, and insufficient dewatering all of which are dependent on care and

workmanship by the contractor. The safety of excavations and the means and methods of making excavations

are the responsibility of the contractor. All excavations should comply with OSHA standards and be

engineered where necessary.

37) The required volume of backfill is calculated by multiplying the MSE wall face area by the configured strip

length. If backfill quantity is provided, it is an estimate only. The contractor is responsible for determining the

actual backfill quantity required.

The calculations and drawings are based on the owner's biddocuments and Sanders Pre-cast Concrete Systems, Inc.Standards. Sanders Pre-cast and the Sanders Companiesare only responsible for the internal stability of the MSEwall(s) depicted herein. The owner is responsible for globalstability, settlement and bearing capacity of the site.


(800) 769-5503 toll free317-769-3712 fax


BARRIER

RAILING

MOMENT SLAB ROADWAY SURFACE

COPING

FACE OF

MSE PANELS

1'-0" x 6" NON-STRUCTURAL

UNREINFORCED

CONCRETE LEVELING PAD

VARIES, SEE ELEVATIONS

REINFORCING STRIPS

SELECT

BACKFILL

1

1

BACKFILL

TYPICAL MSE WALL SECTION

N.T.S.

REFERENCE LINE5

1

2

"

PRE-FORMED

JOINT MATERIAL

1

1

BACKFILL

BRIDGE BEAM

ABUTMENT

COPING

FACE OF

MSE PANELS

PROPOSED FINAL

GROUND LINE

1'-0" x 6" NON-STRUCTURAL

UNREINFORCED

CONCRETE LEVELING PAD

VARIES, SEE ELEVATIONS

REINFORCING STRIPS

SELECT

BACKFILL

REFERENCE LINE5

1

2

"

CAP MATERIAL

PILES

ROADWAY SURFACE

TYPICAL MSE WALL SECTION

N.T.S.

AT ABUTMENT

ABUTMENT STRIPS

IF REQ'D.

1'-0" MIN. 1'-0" MIN.

2'-0

" M

IN

.

2'-0

" M

IN

.

PROPOSED FINAL

GROUND LINE

3

1

2

" TYP

12" x 12" x 3

1

2

"

DEEP BLOCKOUT

ALTERNATE #1

ALTERNATE #2

STRIP ATTACHMENT OPTIONS AT ABUTMENT

N.T.S.

GROUND REINFORCING STRIP

(AS REQUIRED)

EMBED

EMBED

FRONT FACE

OF ABUTMENT

FRONT FACE

OF ABUTMENT

NOTE:

IT IS NOT NECESSARY FOR ABUTMENT

REINFORCING TO RUN THROUGH

THE LOOP OF THE EMBED, NO

ADDITIONAL REINFORCING

IS REQUIRED FOR THE EMBED.

GROUND REINFORCING STRIP

(AS REQUIRED)

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

3 14

SPC-#As Noted

JEM JEM

ZSS ZSS

TYPICAL DETAILS

System Submittal

Florida

09/18/15


(800) 769-5503 toll free317-769-3712 fax


9'-10" O.C.

C

L

3/4" JOINT (TYP.)

TYPICAL LEVELING PAD DETAIL

1/4" = 1'-0"

SEE ELEVATIONS FOR

TOP OF LEVELING PAD

LEVELING PAD

PANEL JOINT

1'-0"

EQUALEQUAL

1'-0

"

EQ

UA

LE

QU

AL

12" WIDE (TYP) STRIPS OF FILTER

CLOTH PLACED ON BACK FACE

OF PANEL CENTERED OVER ALL

JOINTS WITH AN ADHESIVE

COMPOUND PROVIDED

BY SANDERS PRE-CAST

CONSTRUCTION PRODUCTS, INC.

TYPICAL FILTER CLOTH DETAIL

1/4" = 1'-0"

PRE-CAST CONCRETE COPING

N.T.S.

FRONT FACE

OF PANEL

CHAMFER (TYP)

#4 REINFORCING

BAR (TYP)

LEVELING PAD

PANEL BEARING DETAILS

1/4" = 1'-0"

LEVELING PAD

MSE PANEL w/

SHIPLAP BOTTOM

LEVELING PAD

MSE PANEL w/

BLOCKOUT BOTTOM

NO LEVEL UP CONCRETE

REQUIRED. USE PLASTIC,

RUBBER OR FIBER SHIMS

FOR ADJUSTMENTS

LEVELING PAD

PLASTIC SHIMS AS REQUIRED

TO MATCH ADJACENT PANELS

CORNER ELEMENT

OR SLIP JOINT

PLASTIC SHIMS AS

REQUIRED TO

ENSURE PANELS

ARE LEVEL

PLASTIC SHIMS AS

REQUIRED TO

ENSURE PANELS

ARE LEVEL

COPING MUST HAVE A

MINIMUM OF 2 POINT

CONTACT WITH PANEL

WEDGE FRONT OF COPING

TO PULL REAR LEG OF

INTO CONTACT W/ WALL PANEL

PRIOR TO BACKFILL,

REMOVE WEDGES AFTER

BACKFILL IS IN PLACE

OVERLAP FABRIC 12"

AT ALL SPLICE POINTS

2" MAX.

FILL STEP VOID WITH CONCRETE

OR FLOWABLE FILL. MASONRY BLOCK

OR BRICKS CAN BE USED, PLACE

FILTER FABRIC ON BACK FACE

CONTINUOUS BEAD OF CAULK

ON EACH SIDE OF JOINT (ALL

PANELS)

NOTE:

1. PANEL CAN BE WITHIN 1" OF THE LEVELING

PAD EDGE.

2. DO NOT USE THE BEARING PADS ON THE

LEVELING PAD.

4

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

4 14

SPC-#As Noted

JEM JEM

ZSS ZSS

TYPICAL DETAILS

System Submittal

Florida


(800) 769-5503 toll free317-769-3712 fax


15° max.

15° max.

+/-

3 4

"

+/-

3 4

"

2

5

8

" TO ℄OF ANCHOR

30°

C

L

OBSTRUCTION

GRADUALLY DEFLECT

REINFORCEMENT

AROUND OBSTRUCTION

AS SHOWN

FRONT FACE OF

PRECAST CONCRETE

PANEL

EMBED

N.T.S.

15° max.

15° max.

C

L

OBSTRUCTION

FRONT FACE OF

PRECAST CONCRETE

PANEL

EMBED

TYPICAL STRIP DEFLECTION

DETAIL AT OBSTRUCTION - ELEVATION

N.T.S.

TYPICAL STRIP DEFLECTION

DETAIL AT OBSTRUCTION - PLAN

SHEAR PLATE OR

APPROVED EQUAL

MIN #3 TENSION

BAR, BENT 30°

2 TON ERECTION HEAD

ANCHOR OR APPROVED EQUAL

ERECTION HEAD SECTION

N.T.S.

LIFTING BAR DETAIL

N.T.S.

FRONT FACE OF PANEL

3" x 6" x 3/4" PREFORMED

HDPE BEARING PADS

(MEETS ASTM D1505

STANDARD:

0.955 gm/cm³ density)

HORIZONTAL JOINT BETWEEN

N.T.S.

12" WIDE (TYP) STRIPS OF FILTER

CLOTH PLACED ON BACK FACE

OF PANEL CENTERED OVER ALL

JOINTS WITH AN ADHESIVE

COMPOUND PROVIDED

BY SANDERS PRE-CAST

CONSTRUCTION PRODUCTS, INC.

SANDERS PRE-CAST CONSTRUCTION PRODUCTS,

INC. SHALL BE NOTIFIED IF DEFLECTIONS

GREATER THAN 15° ARE REQUIRED.

PANELS & CORNER ELEMENTS

SHEAR PLATE

OR APPROVED EQUAL

2 TON ERECTION HEAD

ANCHOR OR APPROVED EQUAL

MIN #3 TENSION

BAR, BENT 30°

FRONT FACE OF

MSE PANEL

EMBED

N.T.S.

BEARING PAD DETAILS

3" x 6" x

3

4

" BEARING

PADS AT QUARTER

POINTS OF PANEL

EMBED

FRONT FACE OF

CORNER ELEMENT

3" x 6" x

3

4

"

BEARING PADS

BEARING PADS ARE NOT TO BE

USED TO LEVEL PANELS

ON THE LEVELING PAD

DO NOT PLACE

BEARING PAD

OVER LIFTER

LIFTER

LIFTER

5

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

5 14

SPC-#As Noted

JEM JEM

ZSS ZSS

TYPICAL DETAILS

System Submittal

Florida


(800) 769-5503 toll free317-769-3712 fax


3

1

8

"4

3

8

"

1

1

2

"

1"

2"

4"

3

1

8

"4

3

8

"

3

16

" G

AP

3

8

" RADIUS (TYP)

9

16

"Ø HOLE

EMBED DETAIL

1-1/2" = 1'-0"

FRONT FACE

OF PANEL

EMBED,

GRADE 65

REINFORCING

STRIP

1

2

" x 1

1

2

" A325

GALVANIZED BOLT

EMBED CONNECTION DETAIL

1-1/2" = 1'-0"

1

8

" THICK

GALVANIZED

STRAP

3

1

2

"

REINFORCING STRIPS CAN BE PLACED WITH

THE TABS FACING UP OR DOWN. FACING

DOWN IS THE PREFERRED METHOD

REINFORCING STRIP SPLICE DETAIL

1-1/2" = 1'-0"

1

2

" x 1

1

2

" A325

GALVANIZED BOLT

1

1

2

"

ALTERNATE DETAIL FOR FIELD

REINFORCING

STRIP

1

2

" x 1

1

2

" A325

GALVANIZED BOLT

2"

1"1"

1

1 2

"

1"

4" x 3" x

1

4

"

GALVANIZED ANGLE

(50ksi MIN.)

1-1/2" = 1'-0"

9

16

"Ø HOLES

PANEL

1

2

"Ø ANCHOR ROD

POWERS AC100+ GOLD EPOXY

(OR APPROVED EQUAL)

MAX EMBED 4", ±

1

4

" (TYP)

NOTES:

1. EPOXY AND ANCHOR RODS SHALL BE INSTALLED

AND ALLOWED TO CURE PER MANUFACTURERS

RECOMMENDATIONS PRIOR TO ANY LOAD BEING

APPLIED TO THE ANCHORS.

2. FIELD ANCHOR SHALL NOT BE INSTALLED

CLOSER THAN 6" TO THE EDGE OF THE PANEL

OR TO ANOTHER ANCHOR/EMBED.

INSTALLATION OF ANCHOR CONNECTION

SANDERS SHALL BE NOTIFIED IF FIELD INSTALLATION IS

PERFORMED. ADDITIONAL ANCHORS AND STRIPS

MAY BE REQUIRED.

PLAN VIEW

2

1 2

"

3

3

8

"

6"

1 2

"

9

16

"Ø BOLT HOLE

6"

1

1

2

"

SECTION A-A

1

1

2

"

1

8

"

9

16

"Ø BOLT HOLE

7 8

"

1/8" REINFORCING STRIP DETAIL 6" TAB SPACING

1-1/2" = 1'-0"

PLAN VIEW

2

1 2

"

3

3

8

"

6"

1 2

"

9

16

"Ø BOLT HOLE

6"

1

1

2

"

SECTION A-A

1

1

2

"

5

32

"

9

16

"Ø BOLT HOLE

7 8

"

5/32" REINFORCING STRIP DETAIL 6" TAB SPACING

1-1/2" = 1'-0"

6"

6"

EMBED LOCATION DETAIL

1-1/2" = 1'-0"

PANEL

REINFORCEMENT

REINFORCING

STRIP EMBED

EMBED CONNECTOR SHALL NOT

BE IN CONTACT WITH

PANEL REINFORCEMENT

REBAR PLACEMENT DIAGRAMS

1-1/2" = 1'-0"

5

1

2

"

2" clr.

min.

2" clr.

min.

7

1

2

"

3" clr.

min.

3" clr.

min.

PANEL TYPES 2A AND 2B

PANEL TYPES 2C, 2D, 2E, 2F

FRONT FACE

OF PANEL

FRONT FACE

OF PANEL

6

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

6 14

SPC-#As Noted

JEM JEM

ZSS ZSS

REINFORCING STRIP DETAILS

System Submittal

Florida


(800) 769-5503 toll free317-769-3712 fax


9

16

"Ø BOLT HOLE

1

2

" x1

1

2

" A325

GALVANIZED BOLT

1

1

2

"

SECTION B-B

PLAN VIEW

1

1

2

"

1

1

2

"

NOTE:

CONTRACTOR TO FIELD CUT TO

LENGTH, DRILL & REPAIR

GALVANIZING ON STRIPS AS

REQ'D. USE OF A TORCH IS NOT

PERMITTED.

DOG LEG REINFORCING STRIP DETAIL

1-1/2" = 1'-0" (PATENT PENDING)

FACE OF PANEL

ABUTMENT

PILES

DOG LEG

REQUIRED,

SEE DETAIL

REINFORCING STRIPS

DOG LEG PLAN VIEW

1/4" = 1'-0" (PATENT PENDING)

NOTE:

USE DOG LEG DETAIL AS NEEDED TO

MAINTAIN PERPENDICULAR ALIGNMENT

OF REINFORCING STRIPS AT PILE

SUPPORTED ABUTMENTS TO AVOID PILE

INTERFERENCES.

NO DOG LEG

REQUIRED

UNDERDRAIN

COPING

FACE OF

MSE PANELS

LEVELING PAD

DEFLECT REINFORCING STRIP

BELOW SUBGRADE TREATMENT,

PAVEMENT OR UNDERDRAIN

NOTE:

CONTRACTOR TO MARK LOCATION

OF REINFORCING STRIPS TO PREVENT

DAMAGE OR SHEARING DURING

GUARDRAIL INSTALLATION

STRIP DEFLECTION DETAIL

1/4" = 1'-0"

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

714

SPC-#As Noted

JEM JEM

ZSS ZSS

TYPICAL DETAILS

System Submittal

Florida


(800) 769-5503 toll free317-769-3712 fax


10'-0"

2'-6" 5'-0" 2'-6"

8"

8"

1'-4

"

2'-6" 5'-0" 2'-6"

2'-0

"1

'-4

"

2'-0

"

8"8"

Min. 1

1

2

"

clear

all loc.

#4 bar @ 9'-8", (4) req'd.

1'-1"

1'-8

"

10

"1

'-2

"

8"

3

1

2

"

9"

3

1

2

"

1

3 4

"

#4 LOOP

BAR, (6)

REQ'D.

TOP VIEW

TOP VIEW OF REINFORCING

SIDE/END VIEW

SIDE/END VIEW OF REINFORCING

REINFORCING DETAIL

6" 9'-0" 6"

1'-6" 1'-6" 1'-6" 1'-6" 1'-6"

4"

9'-0"

4"

1'-6" 1'-6" 1'-6" 1'-6" 1'-6"

1'-6"

1'-6"

10'-0"

1

2

" OPEN JOINT

TOP OF PRECAST

COPING

TOP OF PRECAST

CONCRETE PANEL

2'-0

"

PARTIAL PRECAST COPING ELEVATION

1/4" = 1'-0"

JOINTS IN COPING ARE NOT

REQUIRED TO MATCH PANEL

JOINTS

TEMP. CLAMP COPING ENDS

TO KEEP IN LINE DURING BACKFILL

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

NOTES

1. Contractor to grout lifting anchor recess with non-shrink grout after placement.

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

8 14

SPC-#As Noted

JEM JEM

ZSS ZSS

TYPICAL PRECAST COPING DETAILS

System Submittal

Florida


(800) 769-5503 toll free317-769-3712 fax


TROWEL CONCRETE SMOOTH

AGAINST FACE OF WALL

PANEL AROUND PIPE

WRAP AND SECURE FILTER CLOTH

AROUND PIPE OVER JOINT PRIOR

TO BACKFILLING BEHIND WALL

FORM CONCRETE AROUND PIPE

OVER EXP. JOINT MAT'L AS SHOWN.

ALLOW CONCRETE TO SET PRIOR

TO BACKFILLING BEHIND WALL

1" THICK x 12" WIDE EXPANSION

JOINT MATERIAL, BY OTHERS

4" M

IN

.4

" M

IN

.

1

1

1

1

5

1

2

"

PIPE PENETRATION AT WALL FACE DETAIL

1/2" = 1'-0"

FRONT FACE

OF WALL PANELS

1

2

"Ø ANCHOR BOLT

HILTI KB3

(OR APPROVED EQUAL)

MAXIMUM EMBED 4" ±

1

4

"

9

16

"Ø HOLE

2'-0"

1

1

2

"

5 1/2"

MIN.

2'-6

" T

YP

IC

AL

5

1 2

"

MIN

.

1

4

" x 2 "x 2'-0"

GALVANIZED

PLATE

EDGE OF

PANEL

DETAIL FOR PANEL JOINT AT OBSTRUCTION

N.T.S.

1

2

"Ø ANCHOR BOLT

HILTI KB3

(OR APPROVED EQUAL)

MAXIMUM EMBED 4" ±

1

4

"

1

4

" x 2" x 2'-0"

GALVANIZED

PLATE

SOIL REINFORCING

SKEWED TO AVOID

OBSTRUCTION

EXAMPLE PANEL JOINT AT OBSTRUCTION

1/4"=1'-0"

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

9 14

SPC-#As Noted

JEM JEM

ZSS ZSS

CORNER DETAILS

System Submittal

Florida


(800) 769-5503 toll free317-769-3712 fax


ACUTE CORNER ELEMENT DETAIL

1/2" = 1'-0"

FRONT FACE OF

WALL PANEL

FRONT FACE OF

WALL PANEL

S

E

EW

A

L

L

E

L

E

V

.

WORKING POINT

3

4"

±

O

P

E

N

J

O

I

N

T

WORKING POINT

S

E

E

W

A

L

L

E

L

E

V

.

3

4

"

±

O

P

E

N

J

O

I

N

T

SEE WALL ELEVATION

SEE WALL ELEVATION

CA CORNER CD CORNER

FOR ANGLES 63° - 89° FOR ANGLES 30° - 62°

CB CORNER

CC CORNER

FRONT FACE OF

WALL PANEL

FRONT FACE OF

WALL PANEL

S

E

E

W

A

L

L

E

L

E

V

.3

4"

±

O

P

E

N

J

O

I

N

T

WORKING POINT

WORKING POINT

S

E

E

W

A

L

L

E

L

E

V

.

3

4

"

±

O

P

E

N

J

O

I

N

T

SEE WALL ELEVATION

SEE WALL ELEVATION

OBTUSE CORNER ELEMENT DETAIL

1/2" = 1'-0"

FOR ANGLES 90° - 117°

FOR ANGLES 118° - 162°

"T" JOINT ELEMENT DETAIL

1/2" = 1'-0"

FRONT FACE OF

WALL PANEL

2" MIN.

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

09/18/15

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

10 14

SPC-#As Noted

JEM JEM

ZSS ZSS

CORNER DETAILS

System Submittal

Florida

NOTES

1. The angles of the corner elements may not match the angle of the merging

wall.

2. Best practices dictate that the corner element be placed in position after

placing both of the adjacent wall panels.

3. Reference line is front face of panel.


(800) 769-5503 toll free317-769-3712 fax


PRECAST CORNER

ELEMENT

WORK POINT

STEEL PILE

W/ SLEEVE

ABUTMENT

REINFORCING STRIPS

SHALL BE FIELD CUT

AND DRILLED PER

PANEL TO PANEL

STRIP DETAIL

STRIPS SKEWED TO

AVOID PILE SLEEVE

ABUTMENT

EXAMPLE OF ACUTE CORNER AND SKEWED SOIL REINFORCING

1/4"=1'-0"

REINFORCING

STRIP

PANEL-TO-PANEL STRIP DETAIL

1-1/2" = 1'-0"

FRONT FACE

OF PANEL

EMBED

1

2

" x 1

1

2

" A325

GALVANIZED BOLT

NOTE:

CONTRACTOR TO FIELD CUT TO LENGTH,

DRILL & REPAIR GALVANIZING ON STRIPS

AS REQ'D. AT PANEL TO PANEL WALL

CONDITION. USE OF A TORCH IS NOT

PERMITTED.

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

11 14

SPC-#As Noted

JEM JEM

ZSS ZSS

TYPICAL DETAILS

System Submittal

Florida

09/18/15


(800) 769-5503 toll free317-769-3712 fax


EMBED LOCATIONS SHALL BE ADJUSTED, PER

SPECIFICATIONS, DURING CASTING TO ENSURE

THEY DO NOT CONTACT THE PANEL REINFORCING

Section B

Section A

TYPICAL DETAILS FOR STANDARD PANEL

Section A

Section B

TYPICAL DETAILS FOR EXTENDED PANEL

REBAR MAT FOR STANDARD PANEL

REBAR MAT FOR EXTENDED PANEL

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

12 14

SPC-#As Noted

JEM JEM

ZSS ZSS

PANEL DETAILS

System Submittal

Florida

09/18/15


(800) 769-5503 toll free317-769-3712 fax


S7T S7S5

9'-9

1

4

" panel width

2'-9

1

8

" 2'-9

1

8

"

4'-3"

1'-3"

3'-7

5

8

" 3'-7

5

8

"

1'-3"

2'-5

1 2

"

4'-1

0

1 4

" fo

rm

h

eig

ht

4'-1

0

1 4

" fo

rm

h

eig

ht

1'-2

3 8

"

1'-2

3 8

"

2'-5

1 2

"

1'-2

3 8

"1

'-2

3 8

"

9'-9

1

4

" panel width

1'-3" 1'-3"

3'-7

5

8

" 3'-7

5

8

"

1'-3"

2'-8

1

8

"

1'-11"

2'-8

1

8

"

1'-3"

2'-5

1 2

"

4'-1

0

1 4

" fo

rm

h

eig

ht

4'-1

0

1 4

" fo

rm

h

eig

ht

1'-2

3 8

"1

'-2

3 8

"

2'-5

1 2

"

1'-2

3 8

"1

'-2

3 8

"

9'-9

1

4

" panel width

1'-3" 1'-3"

2'-8

1

8

"

1'-11"

2'-8

1

8

"

1'-3"

3'-7

5

8

" 3'-7

5

8

"

1'-3"

2'-5

1 2

"

4'-1

0

1 4

" fo

rm

h

eig

ht

4'-1

0

1 4

" fo

rm

h

eig

ht

1'-2

3 8

"

1'-2

3 8

"

2'-5

1 2

"

1'-2

3 8

"1

'-2

3 8

"

7'-3

3 4

" fo

rm

h

eig

ht

3'-7

5

8

"3'-7

5

8

"

1'-3" 1'-3"

9'-9

1

4

" panel width

2'-5

3 8

"

1'-2

3 8

"

2'-5

1 2

"

2'-5

1 2

"

2'-5

3 8

"

1'-2

1 2

"

1'-2

3 8

"1

'-2

1 2

"

2'-9

1

8

" 2'-9

1

8

"

4'-3"

1'-3" 1'-3"

1'-6

1

4

" 1'-6

1

4

"1'-4

5

8

" 1'-5

1

2

" 1'-4

5

8

"

7'-3

3 4

" fo

rm

h

eig

ht

7'-3

3 4

" fo

rm

h

eig

ht

9'-9

1

4

" panel width

3'-7

5

8

" 3'-7

5

8

"

1'-3" 1'-3"

2'-5

3 8

"

1'-2

3 8

"

2'-5

1 2

"

2'-5

1 2

"

2'-5

3 8

"

1'-2

1 2

"

1'-2

3 8

"1

'-2

1 2

"

2'-9

1

8

" 2'-9

1

8

"

4'-3"

1'-3" 1'-3"

2'-8

1

8

"

1'-11"

2'-8

1

8

"

9'-9

1

4

" panel width

2'-5

1 2

"

1'-2

3 8

"

2'-5

1 2

"

1'-2

3 8

"

7'-3

3 4

" fo

rm

h

eig

ht

7'-3

3 4

" fo

rm

h

eig

ht

1'-3"

1'-6

1

8

" 2'-1

1

2

" 2'-1

1

2

" 1'-6

1

8

"

1'-3"

2'-8

1

8

"

1'-11"

2'-8

1

8

"

1'-3" 1'-3"

1'-6

5

8

"

1'-1

1

2

"

11

1

2

" 11

1

2

"

1'-6

5

8

"

1'-1

1

2

"

2'-5

3 8

"

2'-5

3 8

"

1'-2

1 2

"

1'-2

1 2

"

E11T E9T E16

7'-3

3 4

" fo

rm

h

eig

ht

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

13

IR-XX

13 14

SPC-#As Noted

JEM JEM

ZSS ZSS

STANDARD PANEL EXAMPLES

System Submittal

Florida

09/18/15


(800) 769-5503 toll free317-769-3712 fax


KEY TO PIECE MARK:

AX10Rx6D-4.56' A/B

TOP DOWELS (EPOXY)

QUANTITY OF TIE STRIPS

LEFT OR RIGHT PARTIAL PANEL (BLOCKED EDGE DETERMINES L/R)

SEQUENTIAL PANEL NUMBER (IF APPLICABLE)

INDICATOR OF FLAT/SLOPE PANEL (NO TOP/BOTTOM SHIPLAP)

PANEL SIZE IDENTIFIER

WIDTH IDENTIFIER FOR NON STANDARD WIDTH PANELS (backside)

S - STANDARD (4'-10 1/4" and smaller)

E - EXTENDED (4'-10 1/4" and larger)

CUSTOM MODIFICATION (IF APPLICABLE)

Q - CUSTOM 2-SIDED BLOCKOUT

D - CUSTOM 3-SIDE BLOCKOUT

F - CUSTOM 4 SIDED BLOCKOUT

FR- RADIUS BLOCKOUT

M - MITERED PANEL

SD - SIDE DOWELS (variation)

T - NONSTANDARD CONFIGURATION (variation)

INDICATES LINER FINISH (BOTTOM/TOP) *where applicable

X - BLOCKOUT TOP

B - BLOCKOUT BOTTOM

EXAMPLE 5

9'-7

1

2

"

3'-11

7 8

"

9'-7

1

2

"

4'-4

7 8

"

11

3 4

"2'-3

1 8

"

9"

1'-3"

2'-4

1

2

" 2'-4

1

2

"

1'-3"

SX01L-10T-9.62

1'-3" 1'-3"

2'-4

1

2

"

1'-5

1

8

" 1'-5

1

8

" 1'-5

1

8

" 1'-5

1

8

" 1'-5

1

8

"

EXAMPLE 4

SX68R-5T-7.59

7'-7

1

8

"

4'-5

1 4

"

7'-7

1

8

"

4'-0

1

8

"

1'-2

3 8

"2'-1

7 8

"

1'-1"

1'-3"

5'-1

1

8

"

1'-3"

1'-3"

2'-6

9

16

" 2'-6

9

16

"

1'-3"

1'-1"

2'-11

1 8

"

EXAMPLE 3

EXAMPLE 2

EXAMPLE 1

5'-11

3

4

"

4'-10

1 4

"

5'-11

3

4

"

4'-10

1 4

"

1'-2

3 8

"2'-5

1 2

"1'-2

3 8

"

1'-2"

3'-6

3

4

"

1'-3"

S25L-5T-5.98

1'-2" 10"

2'-8

13

16

"

1'-3"

SBX15-6

9'-8

3

8

"

3'-11

7

16

"

9'-8

3

8

"

4'-10

1 4

"

1'-2

3 8

"1'-11

1

16

"

10"

1'-3"

3'-10

3

16

" 3'-10

3

16

"

9"

S70LQ-6-9.70

3'-5

7

8

" 6'-2

1

2

"

1'-2

3 8

"2'-5

1 2

"1'-2

3 8

"

9'-9

1

4

"

4'-10

1 4

"

4'-10

1 4

"

9'-9

1

4

"

7'-3

3 4

"

7'-3

3 4

"

1'-3" 1'-3"

1'-2

3 8

"2'-5

1 2

"1'-2

3 8

"

3'-7

5

8

" 3'-7

5

8

"

S6

EXAMPLE 6

E9

EXTENDED PANEL

2'-5

1 2

"1'-2

3 8

"2'-5

1 2

"1'-2

3 8

"

1'-3" 1'-3"

3'-7

5

8

" 3'-7

5

8

"

EXAMPLE 7

STANDARD PANEL

9'-9

1

4

"

9'-9

1

4

"

9'-9

1

4

"

4'-0

3

16

"

4'-0

3

16

"

1'-3" 1'-3"

1'-2

3 8

"1'-7

7

16

"1'-2

3 8

"

3'-7

5

8

" 3'-7

5

8

"

9'-9

1

4

"

FOR APPROVAL:

RECOMMENDED

DESIGN ENGINEERDATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

PROJECT NO.:

PROJECT

OF

SHEET

CONTRACT NO.:

SCALE

PR#

IR-XX

14 14

SPC-#N.T.S.

JEM JEM

ZSS ZSS

KEY TO PIECE MARKINGS

System Submittal

Florida

09/18/15

NOTE:

1. All panel dimensions reference the rear face of the panel.


(800) 769-5503 toll free317-769-3712 fax


sanders pre-cast concrete systems, inc. pre-cast concrete systems, inc. 6051 south indianapolis road...

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