PDF drawings

Transcription

PDF drawings

SHT. NO. TITLE
SM
GENERAL NOTES:
RAPID ROADWAY
MODULAR JOINTED PRECAST PAVEMENT SYSTEM
1. PRECAST PAVEMENT SLAB SHALL BEFABRICATED IN
ACCORDANCE WITH STATE DOTSTANDARD PLANS AND
SPECIFICATIONS APPROVED SHOP DRAWINGS AND THE
REQUIREMENTS OF THE SPECIAL PROVISIONS (SP).
2. USERS WILL NEED TO EVALUATE AND RE-ENGINEER THE
SHOP DRAWINGS FOR THEIRSUITABILITY FOR USE ON THEIR
PROJECTS AND CLIMATE.
CONCRETE:
1. CONCRETE USED IN THEPRECAST CONCRETE SLAB
SHALL BE CONSTRUCTED PERSTATE DOTSTANDARDS.
GRACIE LEVELING LIFT
1.GRACIE LEVELING LIFT HAS A DUAL FUNCTION OF LIFTING
AND LEVELING SIMULTANEOUSLY.
2. MAXIMUM LOAD FOR EACHGRACIE LEVELI NG LIFT IS
31,900 LBS FOR A 10 IN. SLAB.
3. DETAILS ON SHEET GG-1.
BARRA GLIDE:
THE BARRA GLIDE LOADTRANSFER SYSTEM IS THE BEST
LOAD TRANSFER OPTION.THE DOWEL SLIDES FROM THE
MIDDLE OF THE PANEL USING A VERY THIN TOP SLOT
INTO THE ADJACENT PANELCENTER POCKET.
THE PERFORMANCE PLUS RHLATEX FILL GROUT OPERATION
DOES NOT NEED EXPENSIVE POLYESTER GROUT AND USES A
FRIENDLY LATEX SANDED GROUTWHICH ALLOWS TRAFFIC IN
HOUR.
SEE DETAILS ON SHEET BG-1 ANDBG-2.
GROUT CONTAINMENT SHEET
AND METHOD:
1. GROUT CONTAINMENT SHEETAND METHOD IS TO PREVENT
GROUT FROM MIGRATING TO THEADJACENT PANEL.
TM
PH 626-339-6300
www.gracielevelinglift.com
TM
GROUT CONTAINMENT
SHEET & METHOD
PH 626-339-6300
GENERAL NOTES
C-1
INTERMITTENT
C-2
PLAN VIEW- PCP
C-3
PLAN VIEW "PRE-STRESS"
C-4
DOWEL TO POCKET DETAIL
RAPID
RAPID ROADWAY
ROADWAY
C-5
JOINT DETAILS
C-6
CURVE INSTALLATION
GLL-1
BG-1
BARRA GLIDE DETAIL
BG-2
LOAD TRANSFER SYSTEM
GC-1
GROUT CONTAINMENT
GC-2
GROUT CONTAINMENT DETAILS
RR-1
RAPID ROADWAY
RH BEDDING GROUT AND LATEX FILL GROUT
PH 949-677-8229
R
BARRA GLIDE
(LOAD TRANSFER SYSTEM)
TM
BARRA PLUG
TM
PH 949-246-4177
1. PREVENTS DOWEL BAR FROM DEFLECTION.
2. DETAILS ON SHEET BG-2 ANDRR-1.
1. ADHESIVE EXPANSION PADIS APPLIED TO BOTH ENDS OF
DOWEL BAR.
MARK
TM
PATENT PENDING
REVISIONS
DATE
Drawn By:
Designed BY:
Checked By:
SHIPPING:
TRADEMARK
General Notes
1. The contractor shall verity all
dimensions and drawing.
DOWEL PAD:
1. USE SILICONE SEALANTPREAPPROVED BY STATE DOT
WORKS IDEALLY AS A SYSTEM BUT
CAN BE SOLD SEPARATELY
Client
BARRA PLUG:
2. DETAILS ON SHEET C-5 ANDGC-2.
1. BEDDING GROUT IS PUMPEDTHROUGH GROUT PORTS.
2. PERFORMANCE PLUS RHBEDDING GROUT BY RENU
MATERIALS IS NON SANDED.
3. DETAILS ON SHEET GC-2 ANDRR-1.
Project 1
Owner/Client
1. FILL GROUT IS POURED INTO LOAD TRANSFER SLOTS
AND PORTS ONCE THE DOWEL BAR IS SLIDE INTO
POSITION.
2. PERFORMANCE PLUS LATEXBY RENU MATERIALS IS
SANDED.
3. DETAILS ON SHEET C-4 AND RR-1.
JOINT SEALANT:
2. GROUTCONTAINMENT SHEETSHALL LAY OVERADJACENT
PANEL.
3. DETAILS ON SHEET GC-1 ANDGC-2.
PERFORMANCE PLUS
RH BEDDING GROUT :
Project Name
PERFORMANCE PLUS
RH LATEX FILL GROUT:
PERFORMANCE PLUS
DOWEL PAD
T-1
GRACIE LEVELING LIFT, BARRA GLIDE FORMS, GROUT
CONTAINMENT, BEDDING GROUT, FILL GROUT, AND
JOINT SEALANT SHALL ALL BE SHIPPED DIRECTLY TO
YOUR FACILITY.
Submitted:
x
x
Approved:
x
x
Project No.
PCP-1
Sheet Title
TITLE SHEET
CONSTRUCTION DETAILS
INDIVIDUAL SLAB REPLACEMENT
(PRECAST CONCRETE PANEL)
NO SCALE
Sheet No.
T-1
RAPID
RAPID ROADWAY
ROADWAY
NOTES:
1. FOR PRECAST PANEL DETAILS, SEE SHEET
C-2.
LONGITUDINAL JOINT (TYP)
2. FOR BARRA GLIDE LOAD TRANSFER SYSTEM AND
NEW TRANSVERSE
JOINT(TYP)
JOINT DETAILS, SEE SHEETS C-5, BG-1.
RRS
RRS
3. 6' Min LENGTH OF EXISTING PAVEMENT SLABS
EXIST LONGITUDINAL JOINTS (TYP)
MUST REMAIN.
4. STARTING LOCATING,ENDING LOCATION AND
SEE
NOTE 6
NUMBER OF PANELS SHALL BE VERIFIED WITH
THE ENGINEER PRIOR TO FABRICATION AND/OR
INSTALLATION.
5. PRECAST PANELS MAY BE TRIMMED UP TO 2"
JPCP
MAX IF NECESSARY.
Project Name
Project 1
EXIST L
EXIST
W
APPREVIATIONS:
RRS
RRS
A
L
A
RRS
RRS
RAPID ROADWAY SLAB
JPCP
JOINTED PLAIN CONCRETE PAVEMENT
LEGEND:
EXIST JPCP TO BE REPLACED WITH IPSR
Owner/Client
EXIST
AC
SHOULDER
Client
EXIST
EXIST
TRANSVERSE
LONGITUDINAL
JOINTS (TYP)
JOINTS (TYP)
EXIST
EXIST MULTIPLE SLAB
EXIST MULTIPLE
SINGLE SLABS
IN SAME LANE
SLABS IN
EXIST MULTIPLE
SLAB IN
ADJACENT LANE
ADJACENT LANES
General Notes
PLAN
CONSTRUCTION
JOINT
DRILL 1"
PERFORMANCE
PERFORMANCE
GROUT
PLUS LATEX FILL
PLUS LATEX FILL
GROUT
PORT
GROUT
PERFORMANCE
PLUS LATEX FILL
TRANSVERSE
GROUT
DRILL 1"
TRANSVERSE
CONSTRUCTION
JOINT
PORT
.
.
MARK
REVISIONS
DATE
GROUT
JOINT
JOINT
Drawn By:
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DIRECTION
OF TRAFFIC
PCP
ADDITIONAL
PCP
(AS REQUIRED)
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AND BOND DOWEL BAR
DRILL 2" HOLE
SECTION A-A
Checked By:
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.
DRILL 2" HOLE
Designed BY:
.
.
PCP
.
.
EXISTING
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.
DIRECTION
OF TRAFFIC
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AND BOND DOWEL BAR
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Submitted:
x
x
Approved:
x
x
.
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.
EXISTING Project No.
1-PCP-1
CONC
CONC
PVMT
PVMT
Sheet Title
INTERMITTENT
MULTIPLE SLAB REPLACEMENT
NO SCALE
Sheet No.
C-1
12'-0"
NOTES:
12'-0"
2'-0"
4"CLR
SEENOTE 8
#6 L-BAR
GROUT
PORTS
1'-7"
A
2'-2"
2.SLAB THICKNESS T, IS THE FINISHED THICKNESS. INCREASE T
IF GRINDING IS TO BE PERFORMED.
2 3/4"
LOAD TRANSFER
RECEIVING END
#6 BAR
12"MIN
C-C
1'-0"
C-C
TYP
DIRECTION
2'-2"
1'-8"TYP
SEE CONSTRUCTION
3.FOR GROUT PORT DETAILS AND JOINT DETAILS,
DETAILS, C-5 AND BG-1.
4.REINFORCEMENT DIMENSIONS AND DESIGN SHALL BE VERIFIED BY
THE ENGINEER BEFORE PANEL FABRICATION.
5.ADJUST REINFORCEMENT BARS TO ACCOMMODATE DOWEL BAR
AND DOWEL BAR SLOTS.
DIRECTION
OF TRAFFIC
6.DOWEL BAR SLOT OFFSET AND SPACING SHALL MATCH
6'-1"
OF TRAFFIC
2'-10"
OFFSET AND SPACING OF DOWELS IN ADJACENT PCP.
Project Name
7.GRACIE LEVELING LIFT WITH BOTTOM PLATE IS ATTACHED TO
THE BOTTOM OF THE PANEL.SEE CONSTRUCTION DETAIL GLL-1.
Project 1
8.IF 12'-2" DIMENSION ARE REDUCED, THE 4" CLEARANCE
A
6'-1"
(SEE NOTE 8)
9 1/2"
12'-2"
RSP P10.
4"CLR
SEENOTE 8
1'-7"
RAPID
RAPID ROADWAY
ROADWAY
1.FOR DETAILS NOT SHOWN, SEE REVISED STANDARD PLAN
2'-0"
A
DIMENSION IS TO BE REDUCED BY HALF OF THE DIMENSION
ON BOTH SIDES. A 2" MINIMUM COVER IS REQUIRED.
LOAD
TRANSFER
9.#4 U-BAR WILL TIE TO TOP AND BOTTOM MATS AT EACH CORNER.
12"
12"
6'-0"
4"CLR
TYP
#4 BAR
SEE NOTE 7
1'-8"
1'-8"
TYP
4"CLR
6'-0"
A
REBAR MAT (BOTTOM LAYER)
Owner/Client
LEGEND:
1'-8"
#4 BAR
12"MIN
C-C
CLIENT
#4 U-BAR
1 1/4" DIA GROUT PORT
REBAR MAT (TOP LAYER)
12"
1‚" DIA
GROUT PORT
#4 BAR
#4 U-BAR
SEE NOTE 9
#6 BAR
2" CLR
PLAN
General Notes
20"
1‚" DIA
GROUT PORT
#4 L BAR
A
T
T/2
20"
#4 U-BAR
PLAN
2'-0"
4'-0"
4'-0"
MARK
30"
2" CLR
2'-0"
#6 L BAR
REVISIONS
DATE
Drawn By:
Designed BY:
Checked By:
A-A SECTION
30"
(DETAILS ON SHEET GLL-1)
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
PLAN
Sheet Title
PLAN VIEW
PRECAST CONCRETE PANEL(PCP)
NO SCALE
Sheet No.
C-2
12'-0"
2 3/4"
LOAD TRANSFER
RECEIVING END
REBAR #4
NOTES:
1.FOR DETAILS NOT SHOWN, SEE REVISED STANDARD PLAN RSP P10.
2'-0"
6'-0"
QTY
9•"
2.SLAB THICKNESS T, IS THE FINISHED THICKNESS. INCREASE T
1'-7"
4"CLR
RAPID
RAPID ROADWAY
ROADWAY
IF GRINDING IS TO BE PERFORMED.
3.FOR GROUT PORT DETAILS AND JOINT DETAILS, SEE CONSTRUCTION
U-BAR
4
DETAILS, C-5 AND BG-1.
4.REINFORCEMENT DIMENSIONS AND PRETESIONING STRAND
2'-2"
DIMENSIONS SHALL BE VERIFIED BY THE MANUFACTURER BEFORE
8
5.ADJUST REINFORCEMENT BARS TO ACCOMMODATE DOWEL BARS AND
DOWEL BAR SLOTS.
6.DOWEL BAR SLOT OFFSET AND SPACING SHALL MATCH OFFSET
DIRECTION
B-BAR
AND SPACING OF DOWELS IN ADJACENT PCP.
T&B-TYP
OF TRAFFIC
7.GRACIE LEVELING LIFT WITH BOTTOM PLATE IS ATTACHED.
1 1/4"
GROUT
PORT(9)
2'-10"
5
12'-2"
1/2"
STRANDS
PANEL FABRICATION.
6'-1"
A-BAR
4
(SEE NOTE 8)
B-BAR
TO THE BOTTOM OF THE PANEL.SEE CONSTRUCTION DETAILS, GLL-1.
A-BAR 24"
O.C.(T&B)
8.IF 12'-2" DIMENSION ARE REDUCED, THE 4" DIMENSION IS
Project 1
MINIMUM COVER IS REQUIRED.
LOAD TRANSFER
9.#4 U-BAR WILL TIE TO TOP AND BOTTOM MATS AT EACH CORNER.
1'-0"
C-C
TYP
10.FOUR #4 B-BAR WILL BE PLACE ON TOP AND BOTTOM MAT
AT THE 4" CLEARANCE.
A
A
U-BAR
1'-8"
12"
TYP
4" CLR
Project Name
REDUCED BY HALF OF THE DIMENSION ON BOTH SIDES. A 2"
15"O.C.-TYP 1/2"STRAND
8"
Owner/Client
LEGEND:
TOP&BOTTOM-TYP
SEE NOTE 9
CLIENT
1'-8"
1 1/4" DIA GROUT PORT
12"
REBAR MAT (TOP&BOTTOM LAYER)
1‚" DIA GROUT
1‚" DIA
GROUT PORT
1„" DIA
GROUT PORT
136"
#4 BAR
#6 BAR
2" CLR
9‚"
LOAD TRANSFER
(DETAILS ON BG-1)
#4 U-BAR
General Notes
138"
T
LOAD TRANSFER
RECEIVING END
(DETAIL ON BG-1)
#4 B-BAR
T/2
9‚"
2" CLR
136"
(8)1/2" DIA STRANDS
2'-0"
MARK
1'-7"
4'-0"
4'-0"
2'-0"
U-BAR
TOP&BOTTOM
DATE
Designed BY:
Checked By:
PLAN
GRACIE
LEVELING LIFT
(SEE DETAILS ON GLL-1)
REVISIONS
Drawn By:
#4 A-BAR
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
A-A SECTION
Sheet Title
PLAN VIEW
PRECAST CONCRETE PANEL(PCP) PRE STRESSED
NO SCALE
Sheet No.
C-3
RAPID
RAPID ROADWAY
ROADWAY
1‚" DIA GROUT
1‚" DIA
GROUT PORT
1„" DIA
#4 BAR
#6 BAR
2" CLR
GROUT PORT
DOWEL PAD
T
C
L
LOAD TRANSFER
RECEIVING END
(DETAIL ON BG-1)
1'-6"
9‚"
2" CLR
Project Name
(8)1/2" DIA STRANDS
2'-0"
4'-0"
4'-0"
GRACIE
LEVELING LIFT
U-BAR
TOP&BOTTOM
2'-0"
Project 1
SIDE VIEW
Owner/Client
CLIENT
FLAT BAR (USED TO SLIDE DOWEL BAR)
EXISTING SLAB
GROUT PORT
TRANSVERSE JOINT
EXISTING SLAB
GROUT PORT
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RRS
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General Notes
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TM
APPROACH OPTION
DOWEL PAD
ADHESIVE EXPANSION PAD
DATE
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DRILLED IN
DOWEL
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DOWEL BAR
DEPARTURE OPTION
Designed BY:
DRILLED IN
DOWEL
Checked By:
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
DOWEL TO POCKET DETAIL
NO SCALE
DOWEL TO POCKET
DETAIL
Sheet No.
C-4
Jt
C
L
NOTES:
RRS
RRS
1. GROUT CONTAINMENT SHEET IS DRAPED OVER THE
THE EXISTING ROADWAY AND TRIMMED FLUSH PRIOR
LATEX FILL GROUT
‚"
2. IS ALSO KNOWN AS ISOLATION FOAM
‚" TO …"
LOAD TRANSFER
LEGEND:
RAPID
RAPID ROADWAY
ROADWAY
PERFORMANCE PLUS
TO OPENING TO TRAFFIC.
Œ" TO ˆ"
EXPANSION FOAM
CAULKING
ABBREVIATIONS:
3/4" FLEXIBLE
POLYURETHANE FOAM
RRS
RAPID ROADWAY SLAB
LCBRS
LEAN CONCRETE BASE RAPID SETTING
CAULKING
T
PAVEMENT THICKNESS
T=8"
PERFORMANCE PLUS RH
LOAD TRANSFER
RECEIVING END
3/4"
FLEXIBLE
POLYURETHANE FOAM
BEDDING GROUT
18" DOWEL
BAR
TABLE 1
PERFORMANCE PLUS RH
BEDDING GROUT
Project Name
Project 1
DOWEL BAR DIAMETER TABLE
GROUT CONTAINMENT
SHEET
PAVEMENT
LCBRS
0.65' > 0.65'-0.85'> 0.85'
THICKNESS
Min DOWEL*
1•"
1‚"
1"
RRS TO RRS
BAR Dia
Jt
TRANSVERSE JOINT DETAIL
* THE DRILLED HOLE DIAMETER MUST BE „" TO ‰"
Jt
C
L
‚"
‚" TO …"
RRS
LATEX FILL GROUT
RRS
Œ" + ˆ"
•"+ „"
EXISTING CONCRETE
Client
‚" TO …"
(SEE NOTE 1)
C
L
RRS
PERFORMANCE PLUS
DRILL 1"
GROUT PORT
GROUT CONTAINMENTSHEET
Jt
EXISTING CONCRETE
Owner/Client
CL
Exist Conc Pvmt
LARGER THAN THE BAR DIAMETER.
PERFORMANCE PLUS
LATEX FILL GROUT
Œ" TO ˆ"
DRILL 1"
‚"
LOAD TRANSFER
Œ" TO ˆ"
GROUT PORT
‚" TO …"
CAULKING
T=8"
CAULKING
CAULKING
General Notes
1/4"
POLYETHYLENE
18" DOWEL BAR
(SEE TABLE 1)
18" DOWEL
BAR
FOAM
LOAD TRANSFER
(SEE NOTE 2)
dimensions and drawings.
•"
T=8"
T=8"
PERFORMANCE PLUS
DRILLED 2" HOLE
AND BOND DOWEL BAR
3/4"
FLEXIBLE
POLYURETHANE FOAM
3/4"
FLEXIBLE
POLYURETHANE
FOAM
DRILLED 2" HOLE
AND BOND DOWEL BAR
BEDDING GROUT
Exist
BASE
LCBRS
GROUT CONTAINMENT
MARK
REVISIONS
DATE
LONGITUDINAL JOINT DETAIL
Drawn By:
EXIST
LCBRS
BASE
GROUT CONTAINMENT
SHEET
GROUT CONTAINMENT
SHEET
LCBRS
EXIST
Designed BY:
BASE
Checked By:
EXISTING TO RRS
EXISTING TO RRS
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
JOINT DETAILS
JOINT DETAILS
NO SCALE
Sheet No.
C-5
RAPID
RAPID ROADWAY
ROADWAY
O
(L)
W
90
Project Name
st
Exi
NAL
UDI
GIT
N
O
L
NT
JOI
Project 1
d
d
Owner/Client
Client
W
12'-0"
Radius
d (inches)
(ft)
100
See Note 1
200
See Note 1
300
See Note 1
400
2 3/16
500
1 3/4
600
1 7/16
700
PRECAST REPLACEMENT PANEL
ON A CURVE
d=6L-(6L(R-W) / R)
R
General Notes
1 1/4
NOTES:
800
1 1/8
900
1
1000
7/8
1500
9/16
1. R IS TO BE DETERMINE BY THE ENGINER FROM
AS-BUILT DATA.
2. USE BARRA GLIDE SYSTEM TO INSERT DOWEL BAR.
3. VERIFY W=EXISTING LANE WIDTH IN THE FIELD.
JOINT ON EACH SIDE OF THE WIDTH.
2000
7/16
2500
3/8
3000
5/16
MARK
REVISIONS
DATE
Drawn By:
1/2" CLEARANCE OVERCUT OF THE LONGITUDINAL
4. FOR DIMENSIONS NOT SHOWN, VERIFY (d) WITH
THE ENGINEER. FOR (d) NOT SHOWN, VERIFY
DIMENSION WITH THE ENGINEER.
Designed BY:
Checked By:
Submitted:
x
x
Approved:
x
x
Project No.
3500
1-PCP-1
1/4
4000
1/4
4500
3/16
Sheet Title
CURVE INSTALLATION
CURVE INSTALLATION
NO SCALE
Sheet No.
C-6
NINE (9) GROUT PORT
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CROSS SECTION OF DETAIL A
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NEW RRS
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1. BOND BREAKER IS TO BE APPLIED TOTHE TOP
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dimensions and drawing prior to
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Designed BY:
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LEVELED AND GROUTED
EXISTING BASE
Submitted:
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x
Approved:
x
x
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PERFORMANCE PLUS
BEDDING GROUT
Project No.
1-PCP-1
LEAN CONCRETE BASE
RAPID SET (LCBRS)
Sheet Title
GRACIE LEVELING LIFT DETAIL
NO SCALE
Sheet No.
GLL-1
RAPID
RAPID ROADWAY
ROADWAY
1‚" DIA GROUT
1‚" DIA
GROUT PORT
1„" DIA
#4 BAR
9‚"
2" CLR
#6 BAR
LOAD TRANSFER
(DETAILS ON BG-1)
T
LOAD TRANSFER
RECEIVING END
(DETAIL ON BG-2)
T/2
Project Name
1'-7"
9‚"
Project 1
2" CLR
2'-0"
2'-0"
4'-0"
4'-0"
GRACIE
LEVELING LIFT
(SEE DETAILS ON C-5)
SECTION
Owner/Client
Client
1‚" DIA
GROUT PORT
1‚" DIA
#4 BAR
2" CLR
GROUT PORT
#6 BAR
#4 U-BAR
General Notes
T
T/2
#4 U-BAR
#4 U-BAR
2" CLR
2'-0"
4'-0"
4'-0"
MARK
2'-0"
REVISIONS
DATE
Drawn By:
12"
GRACIE
Designed BY:
LEVELING LIFT
Checked By:
PLAN
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
BARRA GLIDE DETAIL
BARRA GLIDE DETAIL
NO SCALE
Sheet No.
BG-1
RAPID
RAPID ROADWAY
ROADWAY
FLAT BAR (USED TO SLIDE DOWEL BAR)
Project Name
Project 1
TRANSVERSE JOINT DETAILS
SEE SHEET C-5.
PERFORMANCE PLUS
LATEX FILL GROUT
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LATEX FILL GROUT
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TM
DOWEL BAR
BARRA PLUG
DOWEL PAD
ADHESIVE EXPANSION PAD
(ON BOTH ENDS)
MARK
REVISIONS
DATE
Drawn By:
Designed BY:
Checked By:
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
BARRA GLIDE LOAD TRANSFER SYSTEM
LOAD TRANSFER SYSTEM
NO SCALE
Sheet No.
BG-2
RAPID
RAPID ROADWAY
ROADWAY
Project Name
Project 1
Owner/Client
Client
NEW PANEL
General Notes
EXISTING CONCRETE
EXISTING CONCRETE
(6 MIL.)
MARK
REVISIONS
DATE
Drawn By:
Designed BY:
Checked By:
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
GROUT CONTAINMENT SHEET & METHOD
(PLACEMENT)
GROUT CONTAINMENT
NO SCALE
Sheet No.
GC-1
1 1/4"
GROUT PORT
RAPID
RAPID ROADWAY
ROADWAY
(SEE NOTE 4)
1/4" JOINTS
2'
SEE NOTE 2
GROUT CONTAINMENT
SHEET
SEE NOTE 1-3
EXISTING
PCP
CONCRETE
PCP
PCP
PCP
PANEL
EXISTING
CONCRETE
Project Name
PANEL
Project 1
DETAIL A
LCBRS
GROUT CONTAINMENT
Jt
Owner/Client
NOTES:
C
L
1.GROUT CONTAINMENT SHEET IS TO PREVENT
Client
GROUT MIGRATING TO ADJACENT PANELS.
Exist Conc Pvmt
IPSR
2.GROUT CONTAINMENT SHEET LAYS OVER
ADJACENT PANELS APPROXIMATLY 2 FEET.
3.GROUT CONTAINMENT SHEET THICKNESS IS
GROUT CONTAINMENT
6 MIL.
SHEET
(SEE NOTE 2)
4.NINE 1 1/4" GROUT PORTS PER PANEL.
‚"
LEGEND:
CAULKING
PERFORMANCE PLUS RH
General Notes
BEDDING GROUT
T=8"
3/4"
FLEXIBLE
POLYURETHANE
FOAM
CAULKING
FLEXIBLE POLYURETHANE FOAM
MARK
REVISIONS
DATE
Drawn By:
Exist
BASE
LCBRS
PERFORMANCE PLUS
RH BEDDING GROUT
Designed BY:
Checked By:
DETAIL A
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
GROUT CONTAINMENT
GROUT CONTAINMENT DETAILS
NO SCALE
Sheet No.
GC-2
RAPID
RAPID ROADWAY
ROADWAY
LOAD TRANSFER
LEVELING
RRS
RRS
BOLT
GROUT
CONTAINMENT
SHEET
PERFORMANCE PLUS
PERFORMANCE PLUS
LATEX FILL GROUT
LATEX FILL GROUT
GROUT
Project Name
PORT
CAULKING
Project 1
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BARRA PLUG
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18" DOWEL
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BAR
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PERFORMANCE
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3/4"
RECEIVING
FLEXIBLE
END
POLYURETHANE
FOAM
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LOAD TRANSFER 1"
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General Notes
PLUS RH
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LEAN CONCRETE BASE
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(LCBRS)
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BEDDING GROUT 1. The contractor shall verity all
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GROUT
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CONTAINMENT
MARK
SHEET
REVISIONS
DATE
Drawn By:
Designed BY:
Checked By:
Submitted:
x
x
Approved:
x
x
Project No.
1-PCP-1
Sheet Title
RAPID ROADWAY
RAPID ROADWAY
NO SCALE
Sheet No.
RR-1

PDF drawings

Transcription

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