COMPLETE TABLE 1 1 1 1 1 VERIFY REINFORCING STEEL SIZE AND LENGTH MEET DESIGN REQUIREMENTS, MINIMUM REINFORCING STEEL SIZES AND LENGTHS SHOWN. LIST MINIMUM REQUIRED OD. TYPICAL 12" PILE HAS AN OD OF 12 3/4" FOR ALL WALL THICKNESS. TRUE 12" OD PILE IS AVAILABLE IF REQUIRED. VERIFY THAT TYPICAL NOTES AND QUANTITY ITEMS ARE SUFFICIENT. MODIFY AS REQUIRED OR ADD NOTES AS REQUIRED. VERIFY MATERIAL PROPERTIES, ETC. 1 1 - JUL- 201 3 pw://MI DV- PW1 . bkr . mbaker cor p. com: Ut ah/Document s /01_ Pr oj ect s /126762_ UDOT_ STR_ Manual _ Phas e2/dr awi ng&s pace; fil es /Br i dge&s pace; Wor ki ng&s pace; Dr awi ngs /1 0173_ BDM- WS- 02A_ Dr i venPil e1 2i nPi nned. dgn XXX PROJ ECT NUM BER DATE BY DATE DATE DESGN DRAWN CHECK CHECK OF COUNTY PROJ ECT NUMBER REVON REMARKS PN XXXXX UT AH DEP ART M ENT O F T RANSP O RT AT I ON ST RUCT URES DI VI SI ON UDOT DESGN MANAGER SENR DESGN ENGEER DRAWING NUMBER REV NO STRUCTURE NUMBER APPROVED FOR USE BY UDOT APPROVAL RECOMM SHEET ST RUCT URE NAM E PROJ ECT NAM E XXX 1 1 / 2 T URNS T OP AND BOTT OM 1/4 3/8 30° 3/8 30° 3/8 30° 3/8 30° PILE L #4 SPI RAL AT 4 " PI T CH 15 0 " 6 " PIPE PILE DETAIL SECTION A-A BACKER RING DETAIL PILE L A A DRI VEN PI LE - 12 " PI NNED 1 6 " 5 ' 0 " 12 3/4" BACKER RING NO SPL I CE PERMI TTED 1" BOTTOM PLATE PILE PILE CUTOFF LINE BOTTOM OF PILE CAP 4 - #6 DOWELS 4 - #6 EQUALLY SPACED #4 SPIRAL 1" BOTTOM PLATE PILE ALTERNATE PILE SPLICE AND BOTTOM PLATE DETAIL PILE SPLICE AND BOTTOM PLATE DETAILS SPACER , TYP MI N 2 1 / 2 " MI N 2 1 / 2 " C L R 2 " BOTTOM PLATE C CONCRETE FILLED PIPE PILE MIN 3/8" FIELD CUT AND BEND TO FIT INSIDE PILE. USE SAME MATERIAL AS PILE. BACKER RING, SEE DETAIL A TYP C CONCRETE FILLED PIPE PILE COMMERCIAL WELD RING,TYP DETAIL A LOCATION PILE SIZE LOCATION LOCATION XX x XX XX x XX XX x XX XX XX XX XXX.X XXX.X XXX.X XXXX.X XXXX.X XXXX.X XXXX.X XXXX.X XXXX.X XXXX.X XXXX.X XXXX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X XX.X ITEM LOCATION UNIT XXX XXX XXX STANDARD HOOK, TYP DRIVEN PILE XX INCH DRIVEN PILE XX INCH DRIVEN PILE XX INCH ABUTMENT #1 BENT #2 ABUTMENT #3 ABUTMENT #1 BENT #2 ABUTMENT #3 ABUTMENT #1 BENT #2 ABUTMENT #3 ABUTMENT #1 BENT #2 ABUTMENT #3 FT FT FT ULT Q DL Q UPLIFT Q ? = 0.XX EQ UPLIFT Q ? = 0.XX EQ LATERAL Q ? = 0.XX EQ Q ? = 0.XX SCOUR Q ? = 0.XX LATERAL Q ? = 0.XX Q ? = 0.XX R * ** LATERAL DISPLACEMENT = X.XX INCHES SETTLEMENT < 1.00 INCHES XX.X XX.X XX.X SERVICE ** Q ? = 1.00 XX X-XXX * WS-2A I N SPI RAL SEE NOTE 7 NOTES 1. FILL PILE WITH CLASS A(AE) CONCRETE, f'c = 3000 psi. 2. HOLD REINFORCING STEEL IN POSITION DURING PLACEMENT OF CONCRETE IN PILE. 3. USE PILES CONFORMING TO ASTM A 252 GRADE 3, Fy = 45 ksi. 4. MAXIMUM ALLOWABLE DRIVING STRESS = 0.9 Fy. 5. USE UNCOATED DEFORMED CARBON STEEL BARS CONFORMING TO ASTM A 706 GRADE 60 OR AASHTO M 31 GRADE 60, MEETING THE DUCTILITY REQUIREMENTS FOR ASTM A 706 FOR VERTICAL BARS IN PILES. USE UNCOATED DEFORMED CARBON STEEL BARS CONFORMING TO AASHTO M 31 GRADE 60 FOR SPIRAL. 6. SEE "SOIL DATA SHEET 1 OF X" TO "SOIL DATA SHEET X OF X" FOR ADDITIONAL DATA. 7. NO SPLICES PERMITTED IN VERTICAL REINFORCING STEEL. 8. REINFORCING STEEL IS NOT INCLUDED IN REINFORCING SCHEDULE. 9. USE A PILE HAMMER WITH A MINIMUM RATED HAMMER ENERGY OF XX KIP-FT. 10. PROVIDE COMMERCIAL WELD RING WITH MATERIAL PROPERTIES MEETING AASHTO/AWS D1.5 BRIDGE WELDING CODE REQUIREMENTS. NUMBER OF PILES EST TIP ELEV (FEET) MIN TIP ELEV (FEET) EST PILE LENGTH (FEET) SCOUR ELEV (FEET) DC+DW (KIPS) ? = 1.25 EH (KIPS) ? = 1.XX DD (KIPS) ? = 1.XX LL (KIPS) ? = 1.75 UPLIFT (KIPS) EQ HORZ (KIPS) ? = 1.0 EQ VERT (KIPS) ? = 1.0 EQ UPLIFT (KIPS) ? = 1.0 WA (KIPS) ? = 1.0 (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) EST QTY MIN DRIVING RESISTANCE (KIPS)
32
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COMPLETE TABLE
1
1
1
1
1
VERIFY REINFORCING STEEL SIZE AND
LENGTH MEET DESIGN REQUIREMENTS,
MINIMUM REINFORCING STEEL SIZES AND
LENGTHS SHOWN.
LIST MINIMUM REQUIRED OD. TYPICAL 12" PILE
HAS AN OD OF 12 3/4" FOR ALL WALL THICKNESS.
TRUE 12" OD PILE IS AVAILABLE IF REQUIRED.
VERIFY THAT TYPICAL NOTES AND QUANTITY ITEMS
ARE SUFFICIENT. MODIFY AS REQUIRED OR ADD
NOTES AS REQUIRED. VERIFY MATERIAL PROPERTIES, ETC.
11-J
UL-2013
pw://
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om:Utah/
Docu
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OT_S
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Manual_Phase2/dra
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Bridge
&space;W
orking
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wings/10173_
BD
M-
WS-02
A_
Driven
Pile12in
Pinned.d
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AP
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1 1/2 T
UR
NS T
OP A
ND B
OT
TO
M
1/4
3/8
30°
3/8
30°
3/8
30°
3/8
30°
PILE
L
#4 S
PIR
AL A
T 4" PIT
CH
15'-0"
6"
PIPE PILE DETAIL
SECTION A-A
BACKER RING DETAIL
PILEL
A A
DRIV
EN PIL
E - 1
2" PIN
NE
D
1'-6"
5'-0"
12 3/4"
BACKER RING
NO S
PLIC
E P
ER
MIT
TE
D
1" BOTTOM
PLATE
PILE
PILE CUTOFF
LINE
BOTTOM OF
PILE CAP
4 - #6 DOWELS
4 - #6
EQUALLY
SPACED
#4 SPIRAL
1" BOTTOM
PLATE
PILE
ALTERNATE PILE SPLICE
AND BOTTOM PLATE DETAIL
PILE SPLICE AND
BOTTOM PLATE DETAILS
SPACER , TYP
MIN
2 1/2"
MIN
2 1/2"
CLR
2"
BOTTOM PLATE
C CONCRETE FILLED
PIPE PILE
MIN
3/8"
FIELD CUT AND BEND
TO FIT INSIDE PILE.
USE SAME MATERIAL
AS PILE.
BACKER RING,
SEE DETAIL A
TYP
C CONCRETE FILLED
PIPE PILE
COMMERCIAL
WELD RING,TYP
DETAIL A
LOCATION PILE SIZE
LOCATION
LOCATION
XX x XX
XX x XX
XX x XX
XX
XX
XX
XXX.X
XXX.X
XXX.X
XXXX.X
XXXX.X
XXXX.X
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XX.X
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XX.X
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XX.X
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XX.X
XX.X
XX.X
XX.X
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XX.X
XX.X
XX.X
XX.X
XX.XXX.X
XX.X
XX.X XX.X
XX.X
XX.X
XX.X
XX.X
XX.X
XX.X
XX.X
XX.X
ITEM LOCATION UNIT
XXX
XXX
XXX
STANDARD HOOK, TYP
DRIVEN PILE XX INCH
DRIVEN PILE XX INCH
DRIVEN PILE XX INCH
ABUTMENT #1
BENT #2
ABUTMENT #3
ABUTMENT #1
BENT #2
ABUTMENT #3
ABUTMENT #1
BENT #2
ABUTMENT #3
ABUTMENT #1
BENT #2
ABUTMENT #3FT
FT
FT
ULTQ DLQUPLIFTQ
? = 0.XX
EQ UPLIFTQ
? = 0.XXEQ LATERALQ
? = 0.XXEQQ
? = 0.XX
SCOURQ
? = 0.XX
LATERALQ
? = 0.XX
Q
? = 0.XX
R
***
LATERAL DISPLACEMENT = X.XX INCHES
SETTLEMENT < 1.00 INCHES
XX.X
XX.X
XX.X
SERVICE **Q
? = 1.00
XX
X-XXX
*
WS-2A
IN S
PIR
AL
SEE NOTE 7
NOTES
1. FILL PILE WITH CLASS A(AE) CONCRETE, f'c = 3000 psi.
2. HOLD REINFORCING STEEL IN POSITION DURING
PLACEMENT OF CONCRETE IN PILE.
3. USE PILES CONFORMING TO ASTM A 252 GRADE 3,
Fy = 45 ksi.
4. MAXIMUM ALLOWABLE DRIVING STRESS = 0.9 Fy.
5. USE UNCOATED DEFORMED CARBON STEEL BARS CONFORMING
TO ASTM A 706 GRADE 60 OR AASHTO M 31 GRADE 60, MEETING
THE DUCTILITY REQUIREMENTS FOR ASTM A 706 FOR VERTICAL
BARS IN PILES. USE UNCOATED DEFORMED CARBON STEEL BARS
CONFORMING TO AASHTO M 31 GRADE 60 FOR SPIRAL.
6. SEE "SOIL DATA SHEET 1 OF X" TO "SOIL DATA SHEET X OF X"
FOR ADDITIONAL DATA.
7. NO SPLICES PERMITTED IN VERTICAL REINFORCING STEEL.
8. REINFORCING STEEL IS NOT INCLUDED IN REINFORCING SCHEDULE.
9. USE A PILE HAMMER WITH A MINIMUM RATED HAMMER ENERGY OF
XX KIP-FT.
10. PROVIDE COMMERCIAL WELD RING WITH MATERIAL PROPERTIES
1. FINAL TOP OF CONCRETE DECK ELEVATIONS ARE SHOWN. ADD DEAD LOAD DEFLECTIONS TO THE TOP OF CONCRETE DECK ELEVATIONS TO OBTAIN SCREED ELEVATIONS.
2. ALL ELEVATIONS AND DEAD LOAD DEFLECTIONS VALUES ARE SHOWN IN FEET.
3. SCREED ELEVATIONS ARE PROVIDED AT INTERSECTION OF CENTERLINE OF GIRDER AND SCREED LINE.
(SPAN 1)
10 EQUAL SPACES AT 9'-7 1/4"
(SPAN 2)
10 EQUAL SPACES AT 9'-7 1/4"
MODIFY SCHEMATIC PLAN AND SECTIONS
TO MATCH BRIDGE. THIS WORKING STANDARD
DRAWING SHOWS THE MINIMUM INFORMATION
REQUIRED.
DRAW TO SCALE
SHOW CORRECT GIRDER
ELEVATION FOR STEEL OR
CONCRETE GIRDERS
UPDATE TABLE
USE 8'-0" PANELS AND
ADJUST CLOSURE POURS
UPDATE, ADD OR MODIFY
NOTES
PLACE 5S8 BARS BETWEEN GIRDERS TO
ACCOUNT FOR STEPS AT PANELS DUE TO
SKEW. USE 5S4 (BOTT) BARS IN OVERHANG
SHOW CORRECT GIRDER
ELEVATION FOR STEEL OR
CONCRETE GIRDERS AND
UPDATE REINFORCING
CALLOUTS AS NEEDED
DO NOT PLACE CORNERS OF PANELS
LESS THAN 6" FROM THE FACE OF
ABUTMENT ON BRIDGES WITH SKEWS < 20°.
DO NOT PLACE CORNERS OF PANELS
LESS THAN 8'-0" FROM THE FACE OF
ABUTMENT ON BRIDGES WITH SKEWS > 20°
MATCH DECK
THICKNESS
PANEL WILL BE
VISIBLE IN
SECTION WHEN
BRIDGE IS
SKEWED.
11-J
UL-2013
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M-
WS-15_
Half
DepthPanelPlan.d
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DRAWING NUMBER
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XXX
SECTION A-A
END DIAPHRAGM
PARALLEL TO ABUTMENT,
FULL LENGTH (SEE DECK PLAN)
TOP OF GIRDER
5 1/2 "
3 1/2 " C
LR
2 1/2 "
SECTION B-B
SCHEMATIC PLAN
C BRG ABUT #1LC BRG ABUT #2L
400 NORTH
CONTROL LINE
L L
S89°18'5
7"E
C GIRDER 1L
C GIRDER 2L
C GIRDER 3L
C GIRDER 4L
C GIRDER 5L
C GIRDER 6L
C GIRDER 7L
C GIRDER 8L
C GIRDER 9L
L
L
L
L
L
L
L
L
L
L
L
L
L
C GIRDER 10
C GIRDER 11
C GIRDER 12
C GIRDER 13
C GIRDER 14
C GIRDER 15
C GIRDER 16
C GIRDER 17
C GIRDER 18
C GIRDER 19
C GIRDER 20
C GIRDER 21
C GIRDER 22
112'-4"
112'-10"
EDGE OF
DECK, TYP
PANELS, TYP
8'-0" LENGTH
N00°33'36"W
I-15 CONTROL LINE
N
ROW 1
ROW 2
ROW 4
ROW 5
ROW 6
ROW 7
ROW 8
ROW 9
ROW 10
ROW 11
ROW 12
ROW 13
ROW 14
ROW 15
ROW 16
ROW 17
ROW 18
ROW 19
ROW 20
ROW 3
EXTEND ALL PANEL END
BARS INTO CAST-IN-PLACE
CONCRETE, TYP
PRECAST CONCRETE
DECK PANEL, TYP
7+00
8+00
6+00
3065+00
3066+00
HA
LF D
EP
TH P
AN
EL P
LA
N
INTERIOR
PANELS
END
PANELSROW
1 THRU 20
TOTAL
10
200
2
40
B
B
AA
AA
XX
X-XXX
106'-0" C BRG TO C BRG
3'-7" MAX, TYP
3'-4" MIN, TYP
5S2
5S3
5S6
5S9
5S3, TOP
4P2
5S3, BOT
5S6, BOT
CL
R
2 1/2"
4P1
(2) 2" DIA CONDUITS
4S1
9"
TY
P
1'-0"
AT C B
RG
L
1:1
WS-15
PRECAST CONCRETE
DECK PANEL SCHEDULE
5S2
5S8 PERPENDICULARTO GIRDER
5S9 PARALLEL TO
ABUTMENT FULL
LENGTH
1. SEE "PRECAST CONCRETE DECK PANEL - HALF DEPTH"
FOR ADDITIONAL DETAILS.
NOTES
6" MIN
PERPENDICULAR TO GIRDER
5S8
PRECAST CONCRETE
DECK PANEL
ITEM LOCATION UNIT
PRECAST CONCRETE
DECK PANEL
DECK SFXX,XXX
AT END CLOSURE POUR
EST QTY
1
1
1 DRAW TO SCALE
SHOW ACTUAL NUMBER
OF #3 BARS
SHOW CORRECT GIRDER
ELEVATION FOR STEEL
OR CONCRETE GIRDERS
MODIFY WHEN STEEL
GIRDERS ARE USED
SHOW ACTUAL
WIDTH OF TOP
FLANGE
DESIGNERS MUST UPDATE NOTE 14. ASSUME PRESTRESSED GIRDER
CAMBERS VARY FROM THE THEORETICAL C40 UP TO 1" AND STEEL
GIRDERS VARY FROM THEORETICAL BY TOL. TOL AND C40 ARE DEFINED
ON DD-11B
WORKING STANDARD
APPLIES FOR PANELS
UP TO 11'-6"
DIMENSIONS OR CALLOUTS IN BLUE BOXES
REQUIRE REVIEW AND UPDATING.
11-J
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orking
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BD
M-
WS-16_
Half
DepthPanel
Det.d
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XX
XX
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DRAWING NUMBER
RE
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STRUCTURE NUMBER
AP
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FO
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SE
BY U
DO
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AP
PR
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AL
RE
CO
MM
SHEET
ST
RU
CT
UR
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AM
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PR
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XXX
8'-0"
7'-5"
ALL CORNERS OF PANELS
TYP
KEEP ALL PANEL
EDGES PARALLEL
L
A
A
PANEL SET DETAIL
ROADWAY CROSS-SLOPE
MIN
3"
MIN
1"
MIN
2"
SECTION A-A
SECTION THRU TRANSVERSE PANEL JOINT
TIGHT FIT AT TRANSVERSE
PANEL JOINT, PROVIDE
SEAL TO LIMIT CONCRETE
PASSAGE DURING CONCRETE
POUR AT PANEL JOINTS
RIGID PLASTIC FOAM
GIRDER WEB
GIRDER
TOP
FLANGE
TYP
VENT TRAPPED AIR
SECTION C-C
1'-6"1'-6"
2 7/8" 2 7/8"
8'-0"
3 1/2 "
TY
P
2"
1 5/1
6 "
NOTES
SECTION B-B
C GIRDERL
MIN
1"
CL
R
7'-5"
C GIRDERL
3 1/2 "
1 5/1
6 "
C PRESTRESSED
STRANDL
C GIRDERL
C GIRDERL
7'-5"
10'-6"
3"
3"
8'-0" PANEL LENGTH
1'-6"1'-6"
2 7/8"2 7/8"
AT 4 3/4" SPACING
(20) 3/8" PRESTRESSED STRANDS
PLAN
X-XXX
XX
PRECAST CONCRETE
DECK PANEL, TYP
CAST-IN-PLACE DECK
C GIRDER,
TYP
EDGE OF
GIRDER, TYP
PRECAST CONCRETE
DECK PANEL, TYP
RIGID PLASTIC FOAM, TYP
SEE NOTE 13
(20) 3/8" DIA PRESTRESSED STRANDS AT 4 3/4"
#4 BAR
(NO
T I
NC
LU
DE
D I
N R
EIN
FO
RCIN
G S
CH
ED
ULE)
8 - #
4 B
AR
S A
T 1'-0", M
AX
WS-16
TYP
SEE NOTE 14
EXTEND #4 BARS
A MINIMUM
1'-0" AT END
PANELS, TYP
LEAVE CONCRETE
ROUGH (1/8" AMPLITUDE).
CLEAN TOP SURFACE
BY APPROVED METHODS,
FREE OF DIRT AND
LOOSE PARTICLESB
B
C C
PR
EC
AS
T C
ON
CR
ET
E D
EC
K P
AN
EL - H
ALF D
EP
TH
LIFTING DEVICE
LIFTING DEVICE
LIFTING DEVICE,
TYP
9. STRAND PLACEMENT TOLERANCE IS +/- 1/4". PANEL THICKNESS TOLERANCE IS +1/4" TO -1/8".
10. CONCENTRATED CONSTRUCTION LOADS MUST NOT EXCEED 700 LBS UNLESS THE LOAD IS DISTRIBUTED
TO LESS THAN 117 PSF. TOTAL LOADS APPLIED TO ANY PANEL DURING CONSTRUCTION MUST NOT EXCEED
117 PSF.
11. BOTTOM FLEXURAL CRACKS, SAGS GREATER THAN 1/2", OR CAMBERS GREATER THAN 1/2" WILL BE
CONSIDERED EVIDENCE OF MISHANDLING, OVERLOADING, OR EXCEEDING ALLOWABLE TOLERANCE,
AND ARE CAUSE FOR REJECTING PANELS AT THE ENGINEER'S DISCRETION.
12. USE COATED DEFORMED CARBON STEEL BARS CONFORMING TO ASTM A 775 OR AASHTO M 111 AND
AASHTO M 31 GRADE 60, RESPECTIVELY.
13. PROVIDE RIGID PLASTIC FOAM WITH A MINIMUM OF 24.7 PSI COMPRESSION RESISTANCE AT 5%
COMPRESSION DEFORMATION.
14. THE ANTICIPATED HEIGHT OF THE RIGID PLASTIC FOAM VARIES FROM 3/4" MIN TO 3 3/4" MAX.
NOTIFY THE ENGINEER WHEN THE THICKNESS OF THE RIGID PLASTIC FOAM EXCEEDS THESE LIMITS.
1. USE CLASS AA(AE) f 'ci = 4500 PSI AND MINIMUM 28 DAYS STRENGTH f 'c = 6000 PSI.
USE f 'c min = 5000 PSI AT TIME OF THE DECK POUR.
2. USE 3/8" DIA LOW RELAXATION STRANDS MEETING THE REQUIREMENTS
OF AASHTO M 203 GRADE 270. MINIMUM JACKING FORCE PER STRAND (Fi) IS
17.2 KIPS. ESTIMATED FINAL FORCE PER STRAND (Ff) IS 14.3 KIPS.
3. INSTALLATION OF LIFTING DEVICE IS MANDATORY. USE ALL FOUR LIFTING DEVICES
SIMULTANEOUSLY FOR LIFTING THE PANELS. PROVIE DETAILS OF LIFTING DEVICES
ON THE WORKING DRAWINGS.
4. REMOVE ALL CONSTRUCTION DEBRIS FROM GIRDERS AND PANELS PRIOR TO DECK POUR.
PROVIDE ADEQUATE VIBRATION TO FILL VOIDS UNDER PANELS.
5. MAINTAIN THE STABILITY OF THE PANELS ON THE GIRDERS. SUPPORT ERECTED PANELS
UNIFORMLY ALONG THE LENGTH OF THE PANEL. PROVIDE THE TOTAL SLAB THICKNESS
SHOWN ON THE SUPERSTRUCTURE DETAILS.
6. DO NOT WELD REBAR.
7. SEE "DECK PLAN" AND "DECK SECTIONS" FOR LONGITUDINAL AND TRANSVERSE
REINFORCEMENT OVER PANELS.
8. SAWING OF PANELS IS ACCEPTABLE.
COORDINATE NUMBER AND
LENGTH WITH APPROACH
SLAB DRAIN. SEE NOTE 2
ON WS-18
SHOW ACTUAL SIZE OF BOX USED, TYP
VERIFY CORNERS OF BOX
ARE MORE THAN 3" FROM
THE SLEEPER SLAB
UPDATE NOTES AND
QUANTITY TABLE.
DELETE SLEEPER BEAM TYPE NOT USED.
UPDATE GEOMETRY AND CONTROL LINE
INFORMATION. DEFINE THE SLEEPER SLAB
AND APPROACH SLAB ELEVATIONS AT ENDS,
CONTROL LINES, PROFILE LINES AND AT ANY
BREAK IN SLOPE IN THE SLEEPER SLAB AND
APPROACH SLAB.
MODIFY SHEET TO MATCH
BRIDGE.THIS WORKING
STANDARD SHOWS THE
MINIMUM INFORMATION
REQUIRED AND THE MINIMUM
REINFORCING SIZE AND SPACING.
COORDINATE REINFORCING
CALLOUT WITH DECK PLAN.
MINIMUM RENFORCING IS
#8 AT 12".
WORKING STANDARD
IS ONLY APPLICABLE
TO BRIDGE WIDTHS
GREATER THAN 35 FT
11-J
UL-2013
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BD
M-
WS-17
A_
App
Slab
Plan
Ske
w&space;0
&space;t
o&space;3
0.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
NOTES
2'-0" 3'-0"
5'-0"
N
LC BRG ABUT #1
25'-0"
7"
59'-4"
OU
T T
O O
UT
I-15
CONTROL LINE
A
A
B
APPROACH SLABDRAIN, TYP
7" 7"
29'-8"
29'-8"
ELEV XXXX.XXELEV XXXX.XX
X-XXX
XX
7"
5AS6
5AS6
15 - 4AS1 AT 4"
15 - 4AS1 AT 4"
15 - 4AS1 AT 4"
15 - 4AS1 AT 4"
ELEV XXXX.XX
ELEV XXXX.XX
ELEV XXXX.XX
3'-0"
5'-0"
L
I-15
CONTROL LINE
ELEV XXXX.XXELEV XXXX.XX
I-15 CONTROL LINE
8S5
IN STEM
AL
ON
G C S
LE
EP
ER B
EA
M
59'-4"
L
AL
ON
G C S
LE
EP
ER B
EA
M
59'-4"
L
WS-17A
END OF APPROACH
SLAB
12 - 4AS9, 6 TOP AND 6 BOT
STA XX+XX.XX
1'-0"
1'-0"
C SLEEPER BEAM STEM
2 - 4AS9
12 - 4AS9, 6 TOP AND 6 BOT
FG ELEV XXXX.XX
3" 3"
END OF APPROACH
SLAB
3" 3"
STA XX+XX.XX
FG ELEV XXXX.XX
STA XX+XX.XX
FG ELEV XXXX.XX
STA XX+XX.XX
FG ELEV XXXX.XX
FG ELEV XXXX.XX FG ELEV XXXX.XX
FG ELEV XXXX.XX FG ELEV XXXX.XX
ITEM LOCATION UNIT
60 - 4
AS8 A
T 1
2"
TO
P A
ND B
OT
AT EQ SPA
SLEEPER BEAM PLAN (PCCP)
APPROACH SLAB PLAN
SLEEPER BEAM PLAN (HMA OR PCCP)
AT EQ SPA
60 - 4
AS10 A
T 1
2"
60 - 4
AS8 A
T 1
2"
TO
P A
ND B
OT
STRUCTURAL CONCRETE APPROACH SLAB AT ABUT #1 XXX CU YD
15 - 4AS1 AT 12"
19 - 5AS7 AT 12"
FRONT FACE OF
PARAPET
25 - 4AS4 AT 12" TOP, 34 - 6AS5 AT 9" BOTTOM
15 - 4AS1 AT 12"
19 - 5AS7 AT 12"
FRONT FACE OF
PARAPET
21 - 5AS9 AT 6"
1. SLEEPER BEAM ELEVATIONS SHOWN CORRESPOND
TO BOTTOM OF SLEEPER BEAM UNLESS INDICATED
BY FG ELEV (FINISHED GRADE ELEVATION).
2. USE A CAST-IN-PLACE OR PRECAST SLEEPER BEAM.
3. FIELD CUT OR BEND APPROACH SLAB REINFORCING TO
CLEAR APPROACH SLAB DRAINS.
4. SEE "APPROACH SLAB DRAIN DETAILS" FOR LOCATIONS
OF DRAINS.
5. SEE "APPROACH SLAB DETAILS" FOR SECTION A-A, B-B AND
BACK TO BACK PARAPET DETAILS.
FG ELEV XXXX.XXELEV XXXX.XX
ELEV XXXX.XX ELEV XXXX.XX
ELEV XXXX.XX ELEV XXXX.XX
B B
PL
AC
E R
EIN
FO
RCIN
G P
AR
ALLE
L T
O C
ON
TR
OL LIN
E
60 - 4
AS3 A
T 1
2"
TO
P, 119 - 1
0A
S2 A
T 6"
BO
TT
OM
AP
PR
OA
CH S
LA
B P
LA
N, S
KE
W 0
0 T
O 3
0 D
EG
RE
ES
EST QTY
COORDINATE NUMBER AND
LENGTH WITH APPROACH
SLAB DRAIN. SEE NOTE 2
ON WS-18
SHOW ACTUAL SIZE OF BOX USED, TYP
UPDATE NOTES AND
QUANTITY TABLE.
MODIFY SHEET TO MATCH
BRIDGE.THIS WORKING
STANDARD SHOWS THE
MINIMUM INFORMATION
REQUIRED AND THE MINIMUM
REINFORCING SIZE AND SPACING.
DELETE SLEEPER BEAM TYPE NOT USED. UPDATE GEOMETRY AND CONTROL LINEINFORMATION. DEFINE THE SLEEPER SLAB AND APPROACH SLAB ELEVATIONS AT ENDS, CONTROL LINES, PROFILE LINES AND AT ANY BREAK IN SLOPE IN THE SLEEPER SLAB ANDAPPROACH SLAB.
COORDINATE REINFORCING
CALLOUT WITH DECK PLAN.
MINIMUM RENFORCING IS
#8 AT 12".
VERIFY CORNERS
OF BOX ARE MORE
THAN 3" FROM THE
SLEEPER SLAB.
WORKING STANDARD
IS ONLY APPLICABLE
TO BRIDGE WIDTHS
GREATER THAN 35 FT
11-J
UL-2013
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Manual_Phase2/dra
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&space;files/
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&space;W
orking
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BD
M-
WS-17
B_
App
Slab
Plan
Ske
w&space;3
0&space;t
o&space;5
0.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
ELEV XXXX.XX
XX
LC BRG ABUT #1
2" x 2" CHAMFER
NOTES
L
ELEV XXXX.XX
2'-0"
3'-0"
5'-0"
ALO
NG C S
LEEPE
R B
EA
M
34'-7 3/4 "
L
L
L
ELEV XXXX.XX
ELEV XXXX.XX
2" x 2" CHAMFER
2" x 2" CHAMFER
ELEV XXXX.XX
ELEV XXXX.XX
I-15 CONTROL LINE
ELEV XXXX.XXELEV XXXX.XX
ALO
NG C S
LEEPE
R B
EA
M
34'-7 3/4 "
ALO
NG C S
LEEPE
R B
EA
M
34'-1 1/8 "
L
L
L
ELEV XXXX.XXELEV XXXX.XX
I-15 CONTROL LINE
5'-0"
3'-0"
ELEV XXXX.XX
ELEV XXXX.XX
2" x 2" CHAMFER
1'-0" 1'-
0"
X-XXX
15 - 4AS1 AT 4"
15 - 4AS1 AT 4"
7"7"
2" x 2" CHAMFER 5AS6
60'-0"
OU
T T
O O
UT
25'-0"
5AS6
I-15
CONTROL LINE
15 - 4AS1 AT 4"
15 - 4AS1 AT 4"
7" 7"34'-7 3/4 "
34'-7 3/4 "
6"
6"
A
A
B
B
ALO
NG C S
LEEPE
R B
EA
M
34'-7 3/4 "
ALO
NG C S
LEEPE
R B
EA
M
69'-3 1/2 "
ALO
NG C S
LEEPE
R B
EA
M
68'-9
"
8S5
APPROACH
SLAB DRAIN,
TYP
AT 6", B
OT
13 - 1
0A
S11
AT 6", B
OT
13 - 1
0A
S11
69'-3 1/2 "
WS-17B
END OF APPROACH SLAB
12 - 4A
S9, 6 T
OP AND
6 BOT
C SLEEPER BEAM STEM
FG ELEV XXXX.XX
12 - 4A
S9, 6 T
OP AND
6 BOT
IN S
TEM2
- 4AS9
FG ELEV XXXX.XX
STA XX+XX.XXFG ELEV XXXX.XX
STA XX+XX.XX
FG ELEV XXXX.XX
STA XX+XX.XX
FG ELEV XXXX.XX
STA XX+XX.XX
ITEM LOCATION UNIT
FG ELEV XXXX.XX
FG ELEV XXXX.XX
FG ELEV XXXX.XX
FG ELEV XXXX.XX
END OF APPROACH SLAB
AT EQ S
PA
AT EQ S
PA
SLEEPER BEAM PLAN (PCCP)
APPROACH SLAB PLAN
SLEEPER BEAM PLAN (HMA OR PCCP)
STRUCTURAL CONCRETE APPROACH SLAB AT ABUT #1 XXX CU YD
1. SLEEPER BEAM ELEVATIONS SHOWN CORRESPOND
TO BOTTOM OF SLEEPER BEAM UNLESS INDICATED
BY FG ELEV (FINISHED GRADE ELEVATION).
2. USE A CAST-IN-PLACE OR PRECAST SLEEPER BEAM.
3. FIELD CUT OR BEND APPROACH SLAB REINFORCING TO
CLEAR APPROACH SLAB DRAINS.
4. SEE "APPROACH SLAB DRAIN DETAILS" FOR LOCATIONS
OF DRAINS.
5. SEE "APPROACH SLAB DETAILS" FOR SECTION A-A, B-B AND BACK
TO BACK PARAPET DETAILS.
23 - 1
0AS2 A
T 6" B
OT
12 - 4
AS3 A
T 1
2" T
OP
15 - 4AS1 AT 12"
57 - 4
AS3 A
T 1
2" T
OP, 1
13 - 1
0AS2 A
T 6" B
OT
23 - 1
0AS2 A
T 6" B
OT
12 - 4
AS3 A
T 1
2" T
OP
19 - 5AS7 AT 12"
15 - 4AS1 AT 12"
22 - 5AS9 AT 6"
29 - 6A
S5 A
T 9" B
OT
21 - 4A
S4 A
T 12" T
OP
19 - 5AS7 AT 12"
FRONT FACE
OF PARAPET
FRONT FACE
OF PARAPET
N
B
70 - 4
AS8 A
T 1
2" (-) T
OP A
ND B
OT
70 - 4
AS8 A
T 1
2" (-) T
OP A
ND B
OT
70 - 4
AS10 A
T 1
2" (-) T
OP A
ND B
OT
AP
PR
OA
CH S
LA
B P
LA
N, S
KE
W 3
0 T
O 5
0 D
EG
RE
ES
EST QTY
DELETE SECTIONS AND DETAILS
THAT ARE NOT APPLICABLE.
DRAW ABUTMENT
TO SCALE
DRAW ABUTMENT
TO SCALE
BACKER ROD WITH
SEALANT SHOWN.
DRAW ACTUAL JOINT
WIDTH/TYPE REQUIRED.
SEE DD-14A FOR JOINT
TYPES AND TYPICAL
DETAILS.
MATCH EDGE OF
DECK DIMENSION
REMOVE CALLOUT AND BARS
IF SKEW IS LESS THAN OR EQUAL
TO 30°, TYP
11-J
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Bridge
&space;W
orking
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BD
M-
WS-18_
App
Slab
Det.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
NOTES
SECTION A-A
DETAIL A
APPROACH SLAB
1/2 " 3/8 "
1'-1"
TY
P
2 1/2 " C
LR
TY
P
3"
CL
R
PREFORMED
JOINT FILLER
GAP
2"
1'-1"
BACK TO BACK PARAPETS DETAILS
1'-3"
CL
R
3"
5'-0"
CL
R
3"
1'-1"
6"
BOND BREAKERCONCRETE
PAVEMENTSEE DETAIL A
END OF
APPROACH SLAB
C COLD JOINTL
9"
GA
P
5"
WINGWALL
1'-6" 1"
6"1'-0"
6"
CL
R
3"
1'-1"
2 - 5AS6, A.S.
7"
CL
R
2 1/2 "
X-XXX
XX
AP
PR
OA
CH S
LA
B D
ET
AIL
S
1'-3"
1'-0"
3'-0"
CL
R
3"
5'-0"
BOND BREAKER
CL
R
3"
6"
1'-1"
SEE DETAIL A
C COLD JOINTL
1'-0"
END OF
APPROACH SLAB
L
SECTION B-B (PCCP)
SELF-LEVELING, NON-SAG
ELASTOMERIC JOINT
SEALANT
SLEEPER STEM/
CONCRETE PAVEMENT4AS1
4AS3, TOP
5AS7
6AS5
4AS4
4AS1
4AS4
6AS5
6AS5
4AS4
4AS1
4AS3
4AS8
4AS3
4AS104AS8
10AS210AS2
WS-18
7"
7"
3'-0"
2'-0"
3" 3"
4AS9, TOP AND BOT
2" CHAMFER
2" CHAMFER
3" RIGID PLASTIC FOAM
2" CHAMFER
2" CHAMFER
4AS9, TOP AND BOT3" 3"
C SLEEPER BEAM STEM
4AS9, A.S.
HMA OR PCCPMATCH SLOPE
OF ROADWAY
SECTION B-B (HMA OR PCCP)
1. SEE "APPROACH SLAB PLAN" FOR LOCATIONS OF SECTIONS A-A
AND B-B.
2. EXTEND THICKENED EDGE AS SHOWN WHEN NO APPROACH SLAB
DRAIN IS PRESENT. EXTEND THICKENED EDGE TO APPROACH SLAB
DRAIN WHEN THE APPROACH SLAB DRAIN IS PRESENT.
A
10AS11
10AS2, BOT
LOCATION
DESIGN OPENINGS INSTALLATION LIMITSTOTAL FACTORED DESIGN MOVEMENT
JOINT DATA TABLE
PERPENDICULAR TO THE
CENTERLINE OFTHE JOINT
(INCH)
MAXIMUMOPENING,
A(INCH)
MAX
MINIMUMOPENING,
A(INCH)
MIN
OPENING ATSETTING
TEMPERATURE, T=60°F,
A(INCH)
SET
10AS11
4AS3, TOP 4AS3, TOP
10AS11
BACKER ROD
NOTE:
INSTALL BACKER ROD AND JOINT
SEALANT IN STRICT CONFORMANCE
WITH MANUFACTURER INSTRUCTIONS.
10AS2 BOT
10AS2 BOT
3" RIGID PLASTIC FOAM
THICKENED
EDGE BEYOND,
SEE NOTE 2
MEASURED ALONG CONTROL LINE
25'-0"
6AS5, BOT
4AS4, TOP
THICKENED
EDGE BEYOND,
SEE NOTE 2
MEASURED ALONG CONTROL LINE
25'-0"
6AS5, BOT
4AS4, TOP
IN DIRECTION OF
MOVEMENT(INCH)
PARALLEL TO THE
CENTERLINE OF THE
JOINT (INCH)
MINIMUMINSTALLATIONTEMPERATURE
(°F)
MAXIMUMINSTALLATIONTEMPERATURE
(°F)
DIMENSION AADJUSTMENT
PER 10°F (INCH)
5AS9
BICYCLE - SAFE GRATE SHOWN.
UPDATE IF REQUIRED.
2'-4 1/2"
STANDARD
2'-4 3/8"
BICYCLE SAFE
DRAW TO SCALE
SHOW ACTUAL
ORIENTATION/
NUMBER OF PIPES
SHOW ACTUAL
ORIENTATION/
NUMBER OF PIPES
MODIFY VIEW FOR
ACTUAL GEOMETRY
LIST DIMENSION
MODIFY TYPICAL PLAN, DRAIN LOCATION
PLAN AND TABLE, SECTIONS TO MATCH
BRIDGE. THIS WORKING STANDARD SHOWS
MINIMUM INFORMATION REQUIRED.
DRAW TO SCALE
11-J
UL-2013
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BD
M-
WS-19
A_
ApproachSlab
Drainl
Det
&space;2
X2
&space;Grate.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
AP
PR
OA
CH S
LA
B D
RAIN D
ET
AIL
S 2
X2 G
RA
TE
X-XXX
XX
I-15 SB
PGL
I-15
CONTROL LINE
I-15 NB
PGL
400 NORTH
CONTROL LINE
LLC BRG ABUT #1 C BRG ABUT #2
3065+00
3066+00
DRAIN LOCATION PLAN
ISOMETRIC
NOTES
AA
TYPICAL PLAN
C DRAINL
LOCATION REFERENCE POINT,
SEE APPROACH SLAB DRAIN
LOCATION TABLE FOR STATION,
OFFSET AND ELEVATION
B
B
N
SECTION A-A
2 - 5CB1, A.S.2'-6"6" 6"
3'-6"
TY
P
3"
CL
R
C DRAINL
1'-2 1/2 " 1'-2 1/2 "
1'-1"
6"
2" SLOPE TO GRATE
3"
2 - 5CB2, A.S.
ANCHOR BAR
2'-0"
1'-11 1/8 "
C DRAINL
1/2"
2" SLOPE TO GRATE
5CB1
SECTION B-B
6"2'-6"6"
3'-6"
4 - 5CB2, A.S.
5CB2 5C
B3
3"
FRAME ANGLE
FRAME BAR
STATIONDRAINAGE PLANS
DESIGNATION
3 4636.84 4630.27CB (B2) 01-4 3065+01.38
APPROACH SLAB DRAIN LOCATION TABLE
2'-4 1/2 "
PIPE
SEE NOTE 2
4'-0"
ANCHOR BAR
PIPE
SEE NOTE 2
10"
END OF APPROACH SLAB
5CB2
1/2"
WS-19A
1'-0" MAX
3" MIN
DRAIN 2
SEE NOTE 3
DRAIN 4
SEE NOTE 3
DRAIN 1
SEE NOTE 3
SLEEPER BEAM
1. FIELD CUT OR BEND REINFORCING STEEL TO CLEAR
APPROACH SLAB DRAINS OR PIPE INLETS.
2. SEE DRAINAGE PLANS AND PROFILES FOR PIPE SIZES
AND ADDITIONAL INFORMATION.
3. SEE APPROACH SLAB DRAIN DETAILS 2X4 FOR DRAINS
1, 2 AND 4.
GRATE AND FRAMEPER UDOT STD. DWG. NO. GF 8
PA
RA
PE
T, T
YP
1'-5"
EDGE OF SLEEPERBEAM BELOW
DRAIN
1.67 RT
TOP OF GRATE
ELEVATION (FEET)
BOX INVERT
ELEVATION (FEET)
17+00
18+00
DRAIN 3
PARAPET NOT SHOWN
4 - 5
CB3 A
T E
Q S
PA
PA
RA
PE
T, T
YP
2" F
RO
M E
DG
E O
F
DRAIN 3 SHOWN
OFFSET
(FEET)
DRAW TO SCALE DRAW TO SCALE
SHOW ACTUAL
ORIENTATION/
NUMBER OF PIPES
SHOW ACTUAL
ORIENTATION/
NUMBER OF PIPES
MODIFY VIEW FOR
ACTUAL GEOMETRY
LIST DIMENSION
MODIFY TYPICAL PLAN, DRAIN LOCATION
PLAN AND TABLE, SECTIONS TO MATCH
BRIDGE. THIS WORKING STANDARD
SHOWS MINIMUM INFORMATION REQUIRED.
11-J
UL-2013
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om:Utah/
Docu
ments/01_Projects/126762_
UD
OT_S
TR_
Manual_Phase2/dra
wing
&space;files/
Bridge
&space;W
orking
&space;Dra
wings/10173_
BD
M-
WS-19
B_
ApproachSlab
Drainl
Det
&space;2
X4
&space;Grate.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
AP
PR
OA
CH S
LA
B D
RAIN D
ET
AIL
S 2
X4 G
RA
TE
X-XXX
XX
AA
NOTES
TYPICAL PLAN
C DRAINL
LOCATION REFERENCE POINT,
SEE APPROACH SLAB DRAIN
LOCATION TABLE FOR STATION,
OFFSET AND ELEVATION
PA
RA
PE
T
1'-5"
PA
RA
PE
T
2" F
RO
M E
DG
E O
F
B
B
DRAIN LOCATION PLAN
I-15 SB
PGL
I-15
CONTROL LINE
I-15 NB
PGL
400 NORTH
CONTROL LINE
DRAIN 1
DRAIN 2
DRAIN 4
LLC BRG ABUT #1 C BRG ABUT #2
3065+00
3066+00
ISOMETRIC
SECTION A-A
SECTION B-B
2 - 5CB4, A.S.
2'-6"6" 6"
3'-6"
TY
P
3"
CL
R
C DRAINL
9 1/2 " 9 1/2 "1'-1"
6"
4'-3 1/8" (D
RAIN 4)
2" SLOPE TO GRATE
7"
4'-2"
4'-0 1/2 "
C DRAINL
6"4'-0"6"
5'-0"
5CB4
FRAME ANGLE
ANCHOR BAR
2" SLOPE TO GRATE
3 1/2"
1/2"
N
DRAIN
NO.
1
2
STATIONDRAINAGE PLANS
DESIGNATION
4
4633.87
4634.53
4636.14
4629.07
4630.25
4630.79
CB (B2) 01-2
CB (B2) 01-3
CB (B2) 01-6
3065+03.55
3065+01.40
3064+99.10
APPROACH SLAB DRAIN LOCATION TABLE
END OF
APPROACH
SLAB
FRAME ANGLE
1'-2"
3'-2 3/8" (D
RAIN 2)
3'- 8 1/2" (D
RAIN 1)
SLEEPER BEAM
PIPE,
SEE NOTE 2
PIPE,
SEE NOTE 25CB5, DRAIN 1
5CB6, DRAIN 2
5CB7, DRAIN 4
5CB8, DRAIN 1
5CB9, DRAIN 2
5CB10, DRAIN 4
1/2"
3 1/2"
2 - 5CB8, A.S. DRAIN 1
2 - 5CB9, A.S. DRAIN 2
2 - 5CB10, A.S. DRAIN 4
5C
B11
1'-7 1/2 "
WS-19B
GRATE AND FRAME
PER UDOT STD. DWG.
NO. GF 16
DRAIN 3
SEE NOTE 3
1'-0" MAX
3" MIN
1. FIELD CUT OR BEND REINFORCING STEEL TO CLEAR
APPROACH SLAB DRAINS OR PIPE INLETS.
2. SEE DRAINAGE PLANS AND PROFILES FOR PIPE SIZES
AND ADDITIONAL INFORMATION.
3. SEE APPROACH SLAB DRAIN DETAILS 2X2 GRATE FOR
DRAIN 3.
EDGE OF SLEEPER BEAM BELOW
17+00
18+00
111.33 LT
1.67 LT
110.83 RT
TOP OF GRATE
ELEVATION (FEET)
BOX INVERT
ELEVATION (FEET)
OFFSET
(FEET)
DRAIN 1 SHOWN, DRAIN 2 AND 4 SIMILAR
DR
AIN 1, 2 A
ND 4
4 - 5
CB11 A
T E
Q S
PA
PARAPET NOT SHOWN
5 - 5CB5, A.S. DRAIN 1
5 - 5CB6, A.S. DRAIN 2
5 - 5CB7, A.S. DRAIN 4
11-J
UL-2013
pw://
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V-P
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kr.m
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om:Utah/
Docu
ments/01_Projects/126762_
UD
OT_S
TR_
Manual_Phase2/dra
wing
&space;files/
Bridge
&space;W
orking
&space;Dra
wings/10173_
BD
M-
WS-19
C_
ApproachSlab
Drain
Det.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
RE
BA
R S
CH
ED
ULE
X-XXX
XX
WS-30
L
LC BRG ABUT #X
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
USE COLD JOINT FOR INTEGRAL ABUTMENTS.
USE EXPANSION JOINT IF EXPANSION JOINT IS
PRESENT. COVER PLATE IS REQUIRED IF JOINT
OPENING IS > 4".CHANGES WITH SKEW
PLACE JOINT IN PARAPET PARALLEL
TO SKEW WHEN ANGLE IS FROM 60°
TO 90°.
PLACE JOINT IN PARAPET AS SHOWN
WHEN ANGLE IS LESS THAN 60°.
UPDATE AS NEEDED
REQUIRED ON EACH SIDE OF DETAIL D
JOINTS OR EXPANSION JOINTS. ADD
ADDITIONAL CALLOUTS AS NEEDED.
CHANGES WITH SKEW.
TYPICALLY 25'-0" WHEN
SKEW IS FROM 0° TO 30°
UPDATE AS NEEDED TO
MATCH PARAPET LENGTH.
MAX SPACING IS 12"
UPDATE AS NEEDED TO
MATCH PARAPET LENGTH.
MAX SPACING IS 12"
11-J
UL-2013
pw://
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kr.m
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om:Utah/
Docu
ments/01_Projects/126762_
UD
OT_S
TR_
Manual_Phase2/dra
wing
&space;files/
Bridge
&space;W
orking
&space;Dra
wings/10173_
BD
M-
WS-20
A_42in
Single
Slope
Parapet.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
NOTES
X-XXX
XX
ELEVATION
DETAIL C
DETAIL D
SECTION A-A
SECTION B-B
9" 8"
1'-5"3'-6"
RELIEF, MAX
2" FORMLINER
CLR
2"
(2) 2" DIA CONDUITS
4S1
TYP
2" CLR
8" x 8" x 1'-0" RIGID
JUNCTION BOX WITH
WEATHER TIGHT
COVER, TYP
(1'-0" DIM PARALLEL
TO CONTROL LINE)
1/2" DIA DRAIN PLACE
AT EACH JUNCTION
BOX, TYP
3'-6" (2) 2" DIA CONDUITS
8"
TYP
2" CLR
9"
1'-5"
RELIEF, MAX
2" FORMLINER
CLR
2"
SEALANT SEALANT
3/4" DIA BACKER ROD
1/2" PREFORMED
JOINT FILLER
C COLD JOINTL
L
25'-0" XXX'-XX"
C COLD JOINT
23'-6"
C BRG ABUT #X
B
B
A
A
B
BJUNCTION BOX, SEE
"PARAPET END DETAILS"
FOR LOCATION, TYP
4P3
4P4
4P3
7"
C COLD JOINTL
LC BRG ABUT #X C COLD JOINTL
LC BRG ABUT #X
SEE DETAIL C,
PLACE APPROX
24'-0" SPA, TYP
SEE DETAIL D,TYP AT COLD JOINT
7"
PLAN
42" SIN
GLE S
LO
PE P
AR
AP
ET
1 1/4 "
1 1/4 "1"
1 1/2 "
4P1, 4P24P1, 4P24P1, 4P2
4S1
4P1
4P2
4P1
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
X"
X"
X"
X"
4P2
WS-20A
1. ALTERNATE ALL REINFORCING SPLICES.
2. PROVIDE 2" MIN COVER TO REINFORCING UNLESS NOTED
OTHERWISE.
3. PLACE CONTRACTION JOINT ON SIDES AND ON TOP OF PARAPET.
4. EXTEND SEALANT AND FOAM BACKER ROD FROM DECK TO
TOP OF PARAPET ON THE INSIDE PARAPET FACE AND ACROSS TOP
OF PARAPET.
5. LOCATE STRUCTURE NUMBER ON RIGHT-HAND SIDE OF APPROACH
PARAPET. SEE "PARAPET END DETAILS" FOR STRUCTURE NUMBER
DETAILS.
9 - 4
P3 A
T E
QU
AL S
PA
CE
S3"
3"
7"
9 - 4
P4 A
T E
QU
AL S
PA
CE
S
7"
3"
3"
4"
4"
15 - 4P2 AT 12"
15 - 4P1 AT 12"
7"
X - 4P2 AT 12"
X - 4P1 AT 12"
7" 14 - 4P1 AT 12"
14 - 4P2 AT 12"
DECK AND APPROACH SLAB REINFORCEMENT NOT SHOWN
DECK AND APPROACH SLAB REINFORCEMENT NOT SHOWN
4P3
4P3
4P4
L
LC BRG ABUT #X
3'-6" PLUS MAX SIDEWALK
THICKNESS
3'-6" PLUS MAX SIDEWALK
THICKNESS
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
USE COLD JOINT FOR INTEGRAL ABUTMENTS.
USE EXPANSION JOINT IF EXPANSION JOINT IS
PRESENT. COVER PLATE IS REQUIRED IF JOINT
OPENING IS > 4". CHANGES WITH SKEW
REQUIRED ON EACH SIDE OF DETAIL D
JOINTS OR EXPANSION JOINTS. ADD
ADDITIONAL CALLOUTS AS NEEDED.
PLACE JOINT IN PARAPET PARALLEL
TO SKEW WHEN ANGLE IS FROM 60°
TO 90°.
PLACE JOINT IN PARAPET AS SHOWN
WHEN ANGLE IS LESS THAN 60°.
UPDATE AS NEEDED
CHANGES WITH SKEW.
TYPICALLY 25'-0" WHEN
SKEW IS FROM 0° TO 30°
UPDATE AS NEEDED TO
MATCH PARAPET LENGTH.
MAX SPACING IS 12"
UPDATE AS NEEDED TO
MATCH PARAPET LENGTH.
MAX SPACING IS 12"
11-J
UL-2013
pw://
MID
V-P
W1.b
kr.m
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om:Utah/
Docu
ments/01_Projects/126762_
UD
OT_S
TR_
Manual_Phase2/dra
wing
&space;files/
Bridge
&space;W
orking
&space;Dra
wings/10173_
BD
M-
WS-20
B_42in
Single
Slope
Ped
Parapet.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
NOTES
X-XXX
ELEVATION
DETAIL C
DETAIL D
SECTION A-A
SECTION B-B
9" 8"
1'-5"
RELIEF, MAX
2" FORMLINER
CLR
2"
4S1
TYP
2" CLR
8" x 8" x 1'-0" RIGID
JUNCTION BOX WITH
WEATHER TIGHT
COVER, TYP
(1'-0" DIM PARALLEL
TO CONTROL LINE)
1/2" DIA DRAIN PLACE
AT EACH JUNCTION
BOX, TYP
8"
TYP
2" CLR
9"
1'-5"
RELIEF, MAX
2" FORMLINER
CLR
2"
SEALANTSEALANT
3/4" DIA BACKER ROD
1/2" PREFORMED
JOINT FILLER
C COLD JOINTL
L
25'-0" XXX'-XX"
C COLD JOINT
23'-6"
C BRG ABUT #X
B
B
A
A
B
B
JUNCTION BOX, SEE
"PARAPET END DETAILS"
FOR LOCATION, TYP
4P4
C COLD JOINTL
LC BRG ABUT #X C COLD JOINTL
LC BRG ABUT #X
SEE DETAIL D,TYP AT COLD JOINT
PLAN
SIDEWALK
(2) 2" DIA
CONDUITS
SIDEWALK
(2) 2" DIA
CONDUITS
42" SIN
GLE S
LO
PE P
ED
ES
TRIA
N P
AR
AP
ET
1 1/4 "
1 1/4 "1"
1 1/2 "
15 - 4P2 AT 4"
15 - 4P1 AT 4" 7" 7"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
4P1, 4P2 4P1, 4P24P1, 4P2
X'-
XX"
4P1
4S1
THICKNESS
X'-
XX"
4P1
THICKNESS
X"
X"
4P2
X"
X"
4P2
WS-20B
1. ALTERNATE ALL REINFORCING SPLICES.
2. PROVIDE 2" MIN COVER TO REINFORCING UNLESS NOTED
OTHERWISE.
3. PLACE CONTRACTION JOINT ON SIDES AND ON TOP OF PARAPET.
4. EXTEND SEALANT AND FOAM BACKER ROD FROM DECK TO
TOP OF PARAPET ON THE INSIDE PARAPET FACE AND ACROSS TOP
OF PARAPET.
5. LOCATE STRUCTURE NUMBER ON RIGHT-HAND SIDE OF APPROACH
PARAPET. SEE "PARAPET END DETAILS" FOR STRUCTURE NUMBER
DETAILS.
XX
11 - 4
P3 A
T E
QU
AL S
PA
CE
S3"
3"
3'-6"
3'-6"
3"
3"
11 - 4
P4 A
T E
QU
AL S
PA
CE
S
7"7"
LIST MAX SIDEWALK LIST MAX SIDEWALK
4"4"
15 - 4P2 AT 12"
15 - 4P1 AT 12"
7" 14 - 4P1 AT 12"
14 - 4P2 AT 12"X - 4P2 AT 12"
X - 4P1 AT 12"
7"
DECK AND APPROACH SLAB REINFORCEMENT NOT SHOWN
DECK AND APPROACH SLAB REINFORCEMENT NOT SHOWN
4P3
4P3
4P3
4P4
4P3
SEE DETAIL C,
PLACE APPROX
24'-0" SPA, TYP
L
LC BRG ABUT #X
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
ELIMINATE IF NOT USEDELIMINATE IF NOT USED
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
PER PROJECT SPECIFIC
AESTHETIC PLAN, 6" TYP
USE COLD JOINT FOR INTEGRAL ABUTMENTS.
USE EXPANSION JOINT IF EXPANSION JOINT IS
PRESENT. COVER PLATE IS REQUIRED IF JOINT
OPENING IS > 4".
UPDATE AS NEEDED
CHANGES WITH SKEW
PLACE JOINT IN PARAPET PARALLEL
TO SKEW WHEN ANGLE IS FROM 60°
TO 90°.PLACE JOINT IN PARAPET AS SHOWN
WHEN ANGLE IS LESS THAN 60°.
CHANGES WITH SKEW.
TYPICALLY 25'-0" WHEN
SKEW IS FROM 0° TO 30°
REQUIRED ON EACH SIDE OF DETAIL D
JOINTS OR EXPANSION JOINTS. ADD
ADDITIONAL CALLOUTS AS NEEDED.
UPDATE AS NEEDED TO
MATCH PARAPET LENGTH.
MAX SPACING IS 12"
UPDATE AS NEEDED TO
MATCH PARAPET LENGTH.
MAX SPACING IS 12"
11-J
UL-2013
pw://
MID
V-P
W1.b
kr.m
bakercorp.c
om:Utah/
Docu
ments/01_Projects/126762_
UD
OT_S
TR_
Manual_Phase2/dra
wing
&space;files/
Bridge
&space;W
orking
&space;Dra
wings/10173_
BD
M-
WS-20
C_42in
Single
Slope
Ped
Parapeton
Side
walk.d
gn
XXX
PR
OJE
CT N
UM
BE
R
DA
TE
BY
DA
TE
DA
TE
DE
SIG
N
DR
AW
N
CH
EC
K
CH
EC
K
OF
COUNTY
PR
OJE
CT
NU
MB
ER
RE
VISIO
N R
EM
AR
KS
PIN
XX
XX
X
UT
AH D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
ST
RU
CT
UR
ES DIVISIO
N
UD
OT D
ESIG
N M
AN
AG
ER
SE
NIO
R D
ESIG
N E
NGIN
EE
R
DRAWING NUMBER
RE
V N
O
STRUCTURE NUMBER
AP
PR
OV
ED
FO
R U
SE
BY U
DO
T
AP
PR
OV
AL
RE
CO
MM
SHEET
ST
RU
CT
UR
E N
AM
E
PR
OJE
CT N
AM
E
XXX
NOTES
X-XXX
XX
ELEVATION
DETAIL C
DETAIL D
SECTION A-A
SECTION B-B
9" 8"
1'-5"
3'-6"
RELIEF, MAX
2" FORMLINER
4S1
TYP
2" CLR
1/2" DIA DRAIN PLACE
AT EACH JUNCTION
BOX, TYP
3'-6"
8"
TYP
2" CLR
9"
1'-5"
RELIEF, MAX
2" FORMLINER
CLR
2"
SEALANT
SEALANT
1/2" PREFORMED
JOINT FILLER
C COLD JOINTL
L
25'-0" XXX'-XX"
C COLD JOINT
23'-6"
C BRG ABUT #X
B
B
A
A
B
BJUNCTION BOX, SEE
"PARAPET END DETAILS"
FOR LOCATION, TYP
4P3
4P4
4P3
C COLD JOINTL
LC BRG ABUT #X C COLD JOINTL
LC BRG ABUT #X
SEE DETAIL D,TYP AT COLD JOINT
PLAN
(2) 2" DIA
CONDUITS
(2) 2" DIA
CONDUITS
42" SIN
GLE S
LO
PE P
ED
ES
TRIA
N P
AR
AP
ET A
T SID
EW
AL
K
3/4" DIA
BACKER
ROD
1 1/4 "
1 1/4 "
1 1/2 "
1"
FENCE
FENCE
8" x 8" x 1'-0" RIGID JUNCTION BOX WITH
WEATHER TIGHT COVER, TYP
(1'-0" DIM PARALLEL TO CONTROL LINE)
4S1
4P1
4P1
CLR
2"
4P1, 4P2 4P1, 4P2 4P1, 4P2
15 - 4P2 AT 4"
15 - 4P1 AT 4" 7" 7"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
15 - 4P2 AT 4"
15 - 4P1 AT 4"
X"
X"
X"
X"
4P2 4P2
WS-20C
1. ALTERNATE ALL REINFORCING SPLICES.
2. PROVIDE 2" MIN COVER TO REINFORCING UNLESS NOTED
OTHERWISE.
3. PLACE CONTRACTION JOINT ON SIDES AND ON TOP OF PARAPET.
4. EXTEND SEALANT AND FOAM BACKER ROD FROM DECK TO
TOP OF PARAPET ON THE INSIDE PARAPET FACE AND ACROSS TOP
OF PARAPET.
5. LOCATE STRUCTURE NUMBER ON RIGHT-HAND SIDE OF APPROACH
PARAPET. SEE "PARAPET END DETAILS" FOR STRUCTURE NUMBER
DETAILS.
3"
MIN
10"
3"
9 - 4
P3 A
T E
QU
AL S
PA
CE
S
APPROACH SLAB
7"
X'-X"1'-0"
1'-0"
MIN
10"
X'-X"
9 - 4
P4 A
T E
QU
AL S
PA
CE
S3"
3"
BRIDGE DECK
6"
6"
6"
6"
4"
4"
15 - 4P2 AT 12"
15 - 4P1 AT 12"
7"
X - 4P2 AT 12"
X - 4P1 AT 12"
7" 14 - 4P1 AT 12"
14 - 4P2 AT 12"
7"
HANDRAIL
HANDRAIL
DECK AND APPROACH SLAB REINFORCEMENT NOT SHOWN.
SIDEWALK AND CURB NOT SHOWN FOR CLARITY.
DECK AND APPROACH SLAB REINFORCEMENT NOT SHOWN.
SIDEWALK AND CURB NOT SHOWN FOR CLARITY.
4P3
4P4
4P3
SEE DETAIL C,PLACE APPROX24'-0" SPA, TYP
SEE "DECK PLAN" AND"DECK SECTIONS" FORCURB REINFORCING
SEE "APPROACH SLAB PLAN" AND "APPROACH SLAB DETAILS" FOR CURB REINFORCING
PLACE END OF PARAPET
ALONG SKEW
PLACE END OF
PARAPET NORMAL
TO EDGE OF
APPROACH SLAB
INTEGRAL ABUTMENT
REQUIREMENT. ADJUST
AS REQUIRED FOR EXPANSION
JOINTS AT THE ABUTMENT.
REVISE VIEW TO MATCH
ACTUAL STRUCTURE
GEOMETRY.
TYPICAL END GEOMETRY SHOWN.
VERIFY GEOMETRY IS COMPATIBLE
WITH ACTUAL STRUCTURE GEOMETRY.
ADJUST AS REQUIRED.
MODIFY DETAILS TO SHOW SLEEPER
STEM IF PRESENT AND TO MATCH
PROJECT SPECIFIC CONDITIONS.
SUCH AS BARRIER OR GUARDRAIL
CONNECTION DETAILS.
11-J
UL-2013
pw://
MID
V-P
W1.b
kr.m
bakercorp.c
om:Utah/
Docu
ments/01_Projects/126762_
UD
OT_S
TR_
Manual_Phase2/dra
wing
&space;files/
Bridge
&space;W
orking
&space;Dra
wings/10173_
BD
M-
WS-21_Parapet
End
Det.d
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XXX
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DRAWING NUMBER
RE
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STRUCTURE NUMBER
AP
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XXX
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NOTESX-XXX
XX
PA
RA
PE
T E
ND D
ET
AIL
3/8 "
3/4 "
STANDARD END ISOMETRIC
6"
3"
4'-0"
PARAPET
APPROACH SLABSLEEPER BEAM BELOW APPROACH SLAB
CONCRETE PAVEMENT
PARAPET
CONCRETE
PAVEMENT
SLEEPER BEAM
APPROACH SLAB
TYPICAL EXTERIOR VIEW PARAPET END
LC COLD JOINT
LC JUNCTION
BOX
WIDTH
WIDTH
1. CUT OR BEND REBAR IN OUTSIDE FACE OF PARAPET TO ALLOW
INSTALLATION OF JUNCTION BOX ON VERTICAL FACE OF PARAPET.
FIELD ADJUST AS REQUIRED SO CONDUITS DO NOT ENCROACH
INTO WINGWALL.
2. LOCATE JUNCTION BOX OUTSIDE OF ROADWAY BARRIER.