structure type span and skew over station enter type of
TRANSCRIPT
$PAGE_NUM$ $TOTAL_PAGES$
P.E.
R/W
CONST.
BRIDGE PLANS
AT: RP
BRIDGE FILE
PROJECT NO.
BRIDGE FILE
PROJECT LOCATION SHOWN BY
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
V.P.D.
V.P.D.
V.P.H.
%
TRAFFIC DATA
DESIGN DATA
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
( )
( )
( )
A.A.D.T.
D.H.V.
%
%
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT-OF-WAY
TOTAL LENGTH:
BRIDGE LENGTH:
ROADWAY LENGTH:
MAX. GRADE: %
LATITUDE: LONGITUDE:
ROUTE:
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
$SIG_DATE$
MI.
MI.
MI.
M.P.H.
FOR SPANS OVER 20 FEET
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$
$DES_NO$
$CON_NO$ $BRIDGE_FILE$
$PROJ_NO$
$AT_RP$$ROUTE$
$PROJ_PE$
$PROJ_RW$
$PROJ_CONST$
$BR_LENGTH$
$TOT_LENGTH$
$MAX_GRADE$
$RD_LENGTH$
$COUNTY$
$ADT1$
$ADT2$
$AVPD1$
$AVPD2$
$DHV$
$FUNC_CLASS$
$MPH$
$ZZ$
$YY$
$XX$
$VPH$
$PROJ_DES_CRIT$
$RURAL_URBAN$
$TERRAIN$
$ACCESS_CONTROL$
$PLN_PREP_BY$ $PHONE_NO$
$LATT$ $LONG$
$PROJ_NO$
$DES_NO$
$SPEC_DATE$
$FILE$
INDIANA DEPARTMENT OF TRANSPORTATION
TO BE USED WITH THESE PLANS.
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
$PLO
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Plot:
$A
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STRUCTURE INFORMATIONSTRUCTURE TYPE SPAN AND SKEW OVER STATION
000-00-000000
in this space.
of construction
Enter type
Skew: 00° Rt./Lt.
& 00’-0"
x Spans: 00’-0", 00’-0"
Crossed ElementLine Designation
0000+00
SCALE: 1" = xxxx’
Section xx, T-x-N, R-x-W, Name of Township, Name of County, Indiana
Located x.xx Miles Direction of Major Road
Project Type on Road over Crossed Element
$PAGE_NUM$ $TOTAL_PAGES$
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$
$DES_NO$
$CON_NO$ $BRIDGE_FILE$
$PROJ_NO$
$AT_RP$$ROUTE$
$PROJ_RW$
$BR_LENGTH$
$TOT_LENGTH$
$MAX_GRADE$
$RD_LENGTH$
$COUNTY$
$ADT1$
$ADT2$
$AVPD1$
$AVPD2$
$DHV$
$FUNC_CLASS$
$MPH$
$ZZ$
$YY$
$XX$
$VPH$
$PROJ_DES_CRIT$
$RURAL_URBAN$
$TERRAIN$
$ACCESS_CONTROL$
$LATT$ $LONG$
$RW_CODE$
$DES_NO$
$PROJ_NO$
$DES_NO$
$SPEC_DATE$
$FILE$
R/W
AT: RP ROUTE:
DES. NO.:
PROJECT NO.
BRIDGE FILE
PROJECT LOCATION SHOWN BY
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
V.P.D.
V.P.D.
V.P.H.
%OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
( )
( )
( )
A.A.D.T.
D.H.V.
%
%
APPROVED:
FOR APPROVAL:
RECOMMENDED
TOTAL LENGTH:
BRIDGE LENGTH:
ROADWAY LENGTH:
MAX. GRADE: %
LATITUDE: LONGITUDE:
MI.
MI.
MI.
FOR SPANS OVER 20 FEET
M.P.H.
TRAFFIC DATA
DESIGN DATA
RIGHT-OF-WAY PLANS
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT OF WAY
TO BE USED WITH THESE PLANS
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
LAND ACQ. CODE:
SCALE: 1" = xxxx’
STRUCTURE INFORMATIONSTRUCTURE TYPE SPAN AND SKEW OVER STATION
000-00-000000
PROJECT
CONTRACT
DESIGNATION
BRIDGE FILE
in this space.
of construction
Enter type
Skew: 00° Rt./Lt.
& 00’-0"
x Spans: 00’-0", 00’-0"
Crossed ElementLine Designation
0000+00
DATE
DATECHIEF, DIVISION OF REAL ESTATE
MANAGER, R/W ENGINEERING SECTION
$PLO
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$A
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Section xx, T-x-N, R-x-W, Name of Township, Name of County, Indiana
Located x.xx Miles Direction of Major Road
Project Type on Road over Crossed Element
$PAGE_NUM$ $TOTAL_PAGES$
PROJECT NO. P.E.
R/W
CONST.
BRIDGE REHABILITATION PLANS
AT:
BRIDGE FILE
BRIDGE FILE
PROJECT LOCATION SHOWN BY
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
V.P.D.
V.P.D.
V.P.H.
%
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
( )
( )
( )
A.A.D.T.
D.H.V.
%
%
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT-OF-WAY
TOTAL LENGTH:
BRIDGE LENGTH:
ROADWAY LENGTH:
MAX. GRADE: %
LATITUDE: LONGITUDE:
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$
$DES_NO$
$CON_NO$ $BRIDGE_FILE$
$PROJ_NO$
$AT_RP$$ROUTE$
$PROJ_PE$
$PROJ_RW$
$PROJ_CONST$
$BR_LENGTH$
$TOT_LENGTH$
$MAX_GRADE$
$RD_LENGTH$
$COUNTY$
$ADT1$
$ADT2$
$AVPD1$
$AVPD2$
$DHV$
$FUNC_CLASS$
$MPH$
$ZZ$
$YY$
$XX$
$VPH$
$PROJ_DES_CRIT$
$RURAL_URBAN$
$TERRAIN$
$ACCESS_CONTROL$
$PLN_PREP_BY$ $PHONE_NO$
$LATT$ $LONG$
$PROJ_NO$
$DES_NO$
$SPEC_DATE$
$FILE$
ROUTE:
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
$SIG_DATE$
MI.
MI.
MI.
M.P.H.
FOR SPANS OVER 20 FEET
INDIANA DEPARTMENT OF TRANSPORTATION
TRAFFIC DATA
DESIGN DATA
TO BE USED WITH THESE PLANS
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
$PLO
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$PLO
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E$
Plot:
$A
M_P
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STRUCTURE INFORMATIONSTRUCTURE TYPE SPAN AND SKEW OVER STATION
000-00-000000
in this space.
of construction
Enter type
Skew: 00° Rt./Lt.
& 00’-0"
x Spans: 00’-0", 00’-0"
Crossed ElementLine Designation
0000+00
SCALE: 1" = xxxx’
Section xx, T-x-N, R-x-W, Name of Township, Name of County, Indiana
Located x.xx Miles Direction of Major Road
Project Type on Road over Crossed Element
$PAGE_NUM$ $TOTAL_PAGES$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
$rev16$
$rev15$
$rev14$
$rev13$
$rev12$
$rev11$
$rev10$
$rev9$
$rev8$
$rev7$
$rev6$
$rev5$
$date16$
$date15$
$date14$
$date13$
$date12$
$date11$
$date10$
$date9$
$date8$
$date7$
$date6$
$date5$
$sht16$
$sht15$
$sht14$
$sht13$
$sht12$
$sht11$
$sht10$
$sht9$
$sht8$
$sht7$
$sht6$
$sht5$
$rev4$
$rev3$
$rev2$
$rev1$
$date4$
$date3$
$date2$
$date1$
$sht4$
$sht3$
$sht2$
$sht1$
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
INDEX
INDEX SHEET
DEPARTMENT OF TRANSPORTATION
INDIANA
UTILITIES
REVISIONS
SHEET NO. SUBJECT
1 TITLE
2 INDEX
SHEET NO. DATE REVISED
????? XXXXX
$PLO
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$A
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$PAGE_NUM$ $TOTAL_PAGES$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALEDATE REVISION
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DETAIL
DEPARTMENT OF TRANSPORTATION
INDIANA
$PLO
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$A
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??+???
?.?? ’ ?t. Line "?"
???.? ’
TB - ?
??+???
?.?? ’ ?t. Line "?"
???.? ’
TB - ?
SOIL BORINGS
$PAGE_NUM$ $TOTAL_PAGES$
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
TEST BORING
STATION
ELEVATION
Sample
No Elev. N Elev. Description
OFFSET
Sample
No Elev. N Elev. Description
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
SCALE 1"=????
NOTES:
BORING LOG
DEPARTMENT OF TRANSPORTATION
INDIANA
means of a 140 lb weight falling 30".
N indicates the number of blows required to drive a 1 3/8" I.D., 2" O.D. split-spoon sampler 6" by
change of strata.
Sample elevations shown indicate the bottom of each 13" sample and top elevation shown for
indicates ground water level at completion.
indicates ground water level after 24 hours.
$PLO
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$A
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$PAGE_NUM$ $TOTAL_PAGES$
REVISIONSDATE ITEM
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
SUMMARY OF BRIDGE QUANTITIESCONCRETE
ITEM
CLASS C CLASS A CLASS B
FTG.
ABOVE
FTG.
IN
COATED
EPOXY
STEEL H
ROCK
HOLE IN
COREDTYPE __
EXP. JOINT
CONC. STR. MEMBERS
** Estimated Quantity
TOTALS
SUPERSTR SUBSTR
CYS CYS CYS CYS EACH NO.EACHCYS LBS LBS LFT LFT LFT LFT LFT LFT LFT LBS LFT LFT LFT
CLASS C
RAILING
CONCRETE
COATED
EPOXY
BARS,
REINF.
STEEL
RAILING
MK-AP
PLATES
ANCHORPILES
BARS
REINF.
CYS
(SIZE)
PIPE
STEEL
(SIZE)
EPOXY COATED
STEEL PIPE
(SIZE)
STEEL H
ENCASED
REINF. CONC.
STEEL H
(SIZE)
STEEL H
PILE TIP
LFT EACH EACH
PRODUCTION
DYNAMIC,
TEST PILE,
RESTRIKE
DYNAMIC,
TEST PILE,
(SIZE)
PILE SHOE
TYPE & SIZE
BOX BEAM
TYPE & SIZE
I BEAM
EACH SYS
EATORS
DELIN-
BARRIER
SEAL**
SURFACE
SFT
(SIZE)
APPROACH
BRIDGE
REINF. CONC.
LBS
CAST IRON
FITTINGS,
BASINS, &
GRATES
SUBBASE
GRADED
DENSE
STEEL
STRUCT.
BRIDGE SUMMARY
$PLO
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$A
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$PAGE_NUM$ $TOTAL_PAGES$
$SRV_BK$
$CON_NO$
$DES_NO$
$CON_NO$
$PROJ_NO$
$ROUTE$
$PROJ_PE$
$PROJ_RW$
$PROJ_CONST$
$PLN_PREP_BY$ $PHONE_NO$
$LATT$ $LONG$
$FROM$ $TO$
$NET_LENGTH$
$MAX_GRADE$
$GROSS_LENGTH$
$PROJ_NO$
$DES_NO$
$SPEC_DATE$
$FILE$
ROAD PLANS
PROJECT NO. P.E.
R/W
CONST.
ROUTE: FROM: RP TO: RP
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
LATITUDE: LONGITUDE:
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
$SIG_DATE$
INDIANA DEPARTMENT OF TRANSPORTATION
TO BE USED WITH THESE PLANS
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
$PLO
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Plot:
$A
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GROSS LENGTH:
MAX. GRADE:
MI.
MI.
%
NET LENGTH:
$COUNTY$
$ADT1$
$ADT2$
$AVPD1$
$AVPD2$
$DHV$
$FUNC_CLASS$
$MPH$
$ZZ$
$YY$
$XX$
$VPH$
$PROJ_DES_CRIT$
$RURAL_URBAN$
$TERRAIN$
$ACCESS_CONTROL$
PROJECT LOCATION SHOWN BY
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
V.P.D.
V.P.D.
V.P.H.
%
( )
( )
( )
A.A.D.T.
D.H.V.
%
%
M.P.H.
DESIGN DATA
TRAFFIC DATA
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT OF WAY
SCALE: 1" = xxxx’
Section xx, T-x-N, R-x-W, Name of Township, Name of County, Indiana
Located x.xx Miles Direction of Major Road
Project Type on Road
$PAGE_NUM$ $TOTAL_PAGES$
$SRV_BK$
$CON_NO$
$DES_NO$
$CON_NO$
$PROJ_NO$
$ROUTE$
$PROJ_RW$
$COUNTY$
$ADT1$
$ADT2$
$AVPD1$
$AVPD2$
$DHV$
$FUNC_CLASS$
$MPH$
$ZZ$
$YY$
$XX$
$VPH$
$PROJ_DES_CRIT$
$RURAL_URBAN$
$TERRAIN$
$ACCESS_CONTROL$
$LATT$ $LONG$
$RW_CODE$
$DES_NO$
$FROM$ $TO$
$NET_LENGTH$
$MAX_GRADE$
$GROSS_LENGTH$
$PROJ_NO$
$DES_NO$
$SPEC_DATE$
$FILE$
PROJECT NO. R/W
ROUTE: FROM: RP TO: RP
DES. NO.:
PROJECT LOCATION SHOWN BY
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
V.P.D.
V.P.D.
V.P.H.
%
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
( )
( )
( )
A.A.D.T.
D.H.V.
%
%
LATITUDE: LONGITUDE:
M.P.H.
DESIGN DATA
TRAFFIC DATA
RIGHT-OF-WAY PLANS
TO BE USED WITH THESE PLANS
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
$PLO
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$A
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LAND ACQ. CODE:
APPROVED:
FOR APPROVAL:
RECOMMENDED
SCALE: 1" = xxxx’
DATE
DATECHIEF, DIVISION OF REAL ESTATE
MANAGER, R/W ENGINEERING SECTION
GROSS LENGTH:
MAX. GRADE:
MI.
MI.
%
NET LENGTH:
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT OF WAY
Section xx, T-x-N, R-x-W, Name of Township, Name of County, Indiana
Located x.xx Miles Direction of Major Road
Project Type on Road
$PAGE_NUM$ $TOTAL_PAGES$
INDEX SHEET
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
$rev16$
$rev15$
$rev14$
$rev13$
$rev12$
$rev11$
$rev10$
$rev9$
$rev8$
$rev7$
$rev6$
$rev5$
$date16$
$date15$
$date14$
$date13$
$date12$
$date11$
$date10$
$date9$
$date8$
$date7$
$date6$
$date5$
$sht16$
$sht15$
$sht14$
$sht13$
$sht12$
$sht11$
$sht10$
$sht9$
$sht8$
$sht7$
$sht6$
$sht5$
$rev4$
$rev3$
$rev2$
$rev1$
$date4$
$date3$
$date2$
$date1$
$sht4$
$sht3$
$sht2$
$sht1$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
REVISIONS
UTILITIES GENERAL NOTES INDEX
DRAWINGS INDEXSHEET NO.
REVISEDDATESHEET NO.
1 TITLE
2 INDEX AND GENERAL NOTES
????? XXXXX
Place general notes here.
$PLO
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$A
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DETAIL SHEET
$PAGE_NUM$ $TOTAL_PAGES$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
$PLO
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$PLO
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Plot:
$A
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$PAGE_NUM$ $TOTAL_PAGES$
PLAT NO. 1
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
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$A
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$PAGE_NUM$ $TOTAL_PAGES$
DATE ITEM
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
REVISIONS
DEPARTMENT OF TRANSPORTATION
INDIANA
UNDERDRAIN TABLE
MAILBOX APPROACHES
LT RT EACHCYS SYS CYS EACH EACH SYSFT FT FTEA.EA.FT FT FT
STATION
WYE
REMARKS
LONGITUDINAL DRAINS OUTLET PIPES
UN
DE
RD
RAIN
S
FO
R
AG
GR
EG
ATE
TYPE 4 PIP
E
4 I
N.
TYPE 4 PIP
E
6 I
N.
TYPE 4 PIP
E
8 I
N.
UN
DE
RD
RAIN
S
FO
R
GE
OTE
XTIL
ES
TYPE A
PR
OTE
CT
OR,
OU
TLET
TYPE B
PR
OTE
CT
OR,
OU
TLET
PO
ST
DELIN
EA
TO
R
4 I
N. P
VC PIP
E
6 I
N. P
VC PIP
E
8 I
N. P
VC PIP
E
ST
R.
BA
CKFIL
L
FO
R
B-B
OR
RO
W
SO
DDIN
G
45° E
LLS
TOTALS
LT./RT. DESCRIPTIONASSEMBLY REQ’D
TOTAL
STATION
BOX
W (FT)
WIDTH,
SINGLE DOUBLE
STATION
AT
ST
R.
NO.
CO
NN
EC
T T
O
PAVEMENT QUANTITIES AND APPROACH TABLE
LOCATION
WID
TH
LE
NG
TH
RA
DII GRADE EXCAVATION
LBS PER SYD
HMA FOR ROADS
LBS PER SYD DEPTH
REMARKS
1 2
% %
CUT FILL
CYS CYSSYS SYS SYSFT FT FT FT FT TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS SYS SYS SYS TONS TONS
OR CLASS)
(APPROACH TYPE
DESCRIPTION
R/W/LIN
E
BE
YO
ND
DIS
TA
NC
E
BASE
AG
GR
EG
ATE
CO
MP
AC
TE
D
BEYOND R/W LINE
SURFACE
AT D
RIV
E
CLE
AR Z
ON
E MATERIAL FOR
ASPHALT
CO
AT
PRIM
E
CO
AT
TA
CK BASE NO. 53
AGGREGATE FOR
COMPACTED
HM
A
PC
CP
TYPE _
_
SU
RF
AC
E
TYPE _
_
INTE
RM
D
TYPE _
_
BASE
TYPE _
_
SU
RF
AC
E
TYPE _
_
INTE
RM
D
HMA FOR APPROACHES
TYPE _
_
BASE
TYPE _
_
SE
AL C
OA
T
DEPTH
TONS TONS
SURFACE NO. 73
AGGREGATE FOR
COMPACTED
STRUCTURE DATA thicknesses shown below are to be used.
If contractor elects to use metal pipe, *
STATION
LOCATION
LEFT
CR
OSS
RIG
HT SIZE
LE
NG
TH
SKE
W
FT
CO
VE
R
FLOW LINE
ELEV. ELEV. EA. TYPE SLOPELFT TONS
PIP
E T
YPE
SE
RVIC
E LIF
E
pH
CYS EA. SIZE SLOPEIN. YR CYS EA.
REMARKS
NU
MBE
R
ST
RU
CT
UR
E
STREAM
UP
STREAM
DOWN
RIP
RAP
RE
VET
ME
NT
SECTION
BOX END
GRATED
DESIG
NA
TIO
N
SIT
E
MET
HO
D
BA
CKFIL
L
FO
R S
TR.
CLASS A,
CO
NC
RETE,
SECTION
END
METAL
SAFETY
BA
CKFIL
L
ST
RU
CTT
UR
E
TYPE
SE
CTIO
N
PIP
E E
ND
LFT
INSPE
CTIO
N
VID
EO
TYPE
STRUCTURE AND
SPECIALTY
CATCH BASIN, OR
MANHOLE, INLET,
PAVED SIDE DITCH, RIPRAP DITCH AND SODDING SUMMARY TABLELOCATION
EACH
FROM STATION TO STATION
LEFT
ME
DIA
N
RIG
HT
PAVEMENT SIDE DITCH
TOTAL EQUIVALENT PAY LENGTHS
TYPE
RIPRAP DITCH SODDING
GE
OTE
XTIL
ES
FO
R DIT
CH
ES
FO
R M
EDIA
N
TO
TA
L S
OD
DIN
G
LFT LFT LFT LFT LFT LFT TONS TONS SYS SYS SYS SYS SYS SYS SYS SYS
LE
NG
TH E
AC
H)
(8 F
T E
QUIV
AL.
CU
T O
FF W
ALLS
TOTALS
LENGTH
ACTUAL
BR
EA
K
FO
R S
HO
ULD
ER
BRID
GE C
ON
E
SO
DDIN
G A
T
SID
E DIT
CH
ES
FO
R P
AV
ED
FO
R L
AW
NS
SO
DDIN
G
NU
RSE
RY
UNIF
OR
M
RIP
RAP,
RE
VET
ME
NT
RIP
RAP,
GUARDRAIL SUMMARY TABLE
________FT. SP
A.
SH
OP C
UR
VE
D A
T
LOCATION
TOTALS
FROM STATION TO STATION
RIG
HT
EACH
LEFT
ME
DIA
N L
EFT
ME
DIA
N RIG
HT
W-BEAM GUARDRAIL LENGTH
EACH EACH TYPE EACH TYPE EACH
CURVED W-BEAM GUARDRAIL SYSTEM
REMARKS
GU
AR
DR
AIL
NESTIN
G
FLA
RE R
ATE
GU
AR
DR
AIL
SYSTEM
TERMINAL
SYSTEM
CONNECTOR
RE
MO
VE
GU
AR
DR
AIL
RESET
GU
AR
DR
AIL
AT 6 F
T 3 I
N. SP
A.
ST
AN
DA
RD P
OST
AT 3 F
T 1.5 I
N. SP
A.
ST
AN
DA
RD P
OST
AT 6 F
T 3 I
N. SP
A.
DO
UBLE F
AC
ED
AT 3 F
T 1.5 I
N. SP
A.
DO
UBLE F
AC
ED
LFT LFT LFT LFT LFT LFT EACH
TYPE _
___
TR
AN
SITIO
N
GU
AR
DR
AIL
TYPE _
___
TR
AN
SITIO
N
GU
AR
DR
AIL
TYPE _
___
EN
D T
RE
AT
ME
NT
GU
AR
DR
AIL
LFT LFT EACH EACH
TYPE _
___
ATTE
NU
AT
OR
IMP
AC
T
TYPE _
___
ATTE
NU
AT
OR
IMP
AC
TROAD SUMMARY
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$A
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PIPE MATERIAL SHEET
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
GALVANIZED (C)
POLYMER PRECOATED
(S) IA, OR IIA
ALUM. COATED TYPE 2 W/ BPI (C)
ALUM.COATED TYPE 2 (C)
ZINC COATED W/ BPI (C)
ZINC COATED (C)
FULLY BIT. PAVED & LINED (S)
VIRTIFIED CLAY PIPE EXTRA STRENGTH (S)
SMOOTH WALL PIPE (S)
PROFILE WALL PVC PIPE (S)
SMOOTH WALL PE PIPE (S) / MAXIMUM DR.
RIBBED PE PIPE (S)
CORRUGATED PE PIPE TYPE S (S)
NON-REINFORCED CONCRETE PIPE CLASS 3 (S)
D 0.01 RATING
CLASS
CORRUGATED PIPE SIZE
SMOOTH PIPE SIZE
PIPE TYPE
RCP/RCHEP (S)
DEPARTMENT OF TRANSPORTATION
INDIANA
LEGEND
STRUCTURE NUMBER
STRUCTURE NUMBER
NON-REINFORCED CONCRETE PIPE CLASS 3 (S)
CORRUGATED PE PIPE TYPE S (S)
RIBBED PE PIPE (S)
SMOOTH WALL PE PIPE (S) / MAXIMUM DR.
PROFILE WALL PVC PIPE (S)
SMOOTH WALL PIPE (S)
VIRTIFIED CLAY PIPE EXTRA STRENGTH (S)
FULLY BIT. PAVED & LINED (S)
ZINC COATED (C)
ZINC COATED W/ BPI (C)
ALUM.COATED TYPE 2 (C)
(S) IA, OR IIA
ALUM. COATED TYPE 2 W/ BPI (C)
GALVANIZED (C)
POLYMER PRECOATED
GALVANIZED (S) IA, OR IIA
POLYMER PRECOATED
PIPE (C)
CORRUGATED ALUM. ALLOY
W/ BPI
CORRUGATED ALUMN. ALLOY PIPE
PIPE (C)
STR. PLATE ALUMINUM ALLOY
PIPE W/ BPI (C)
STR. PLATE ALUMINUM ALLOY
STR. PLATE STEEL PIPE (C)
W/ CFP (C)
STR. PLATE STEEL PIPE
RCP/RCHEP (S)
PIPE GROUP
SMOOTH PIPE SIZE
CORRUGATED PIPE SIZE
CLASS
D 0.01 RATING
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
CO
RR
UG
ATE
D S
TEEL PIP
E / PIP
E - A
RC
H
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
THICKNESS
THICKNESS
CORR. PROFILE
THICKNESS
CORR. PROFILE
CORR. PROFILE
CORR. PROFILE
CORR. PROFILE
CORR. PROFILE
CORR. PROFILE
CORR. PROFILE
THICKNESS
THICKNESS
THICKNESS
THICKNESS
THICKNESS
THICKNESS
GALVANIZED (S) IA, OR IIA
POLYMER PRECOATED
PIPE (C)
CORRUGATED ALUM. ALLOY
W/ BPI
CORRUGATED ALUMN. ALLOY PIPE
PIPE (C)
STR. PLATE ALUMINUM ALLOY
PIPE W/ BPI (C)
STR. PLATE ALUMINUM ALLOY
STR. PLATE STEEL PIPE (C)
W/ CFP (C)
STR. PLATE STEEL PIPE
CO
RR
UG
ATE
D S
TEEL PIP
E / PIP
E - A
RC
H
available thickness.
plates. Bottom plates shall be of next greater
Tabulated thickness refers to top and side **
item diameter.
-19 for nominal diameter appropriate for pay
Refer to Standard Drawing 715-PHCL-18 and *
Lock Seam Pipe Required(LS)
Acceptable for UseOK
Corrugated Pipe Material(C)
Smooth Pipe Material(S)
Deformed PipeDEF
Circular PipeCIR
Concrete Field PavingCFP
StructuralSTR
AluminumALUM
Bituminous Paved InvertBPI
CorrugationCORR
BituminousBIT
Polyvinyl ChloridePVC
Dimension RatioDR
PolyethylenePE
Reinforced Concrete Horizontal Elliptical PipeRCHEP
Reinforced Concrete PipeRCP
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$A
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$BRIDGE_FILE$
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$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
PAVEMENT MARKINGS TABLE
LOCATION
LINE, PREFORMED PLASTIC LINE, PAINT LINE, THERMOPLASTIC
PLASTIC
PREFORMED
TRANSVERSE MARKING,
THERMOPLASTIC
MARKINGS,
PAVEMENT MESSAGE
PLASTIC
PREFORMED
MARKINGS,
PAVEMENT MESSAGE
MARKER
PAVEMENT
RAISED
SNOWPLOWABLE
FLE
XIB
LE
DELIN
EA
TO
R P
OST
D3 3 I
N.
DIA.
DELIN
EA
TO
R W/P
OST
DEPARTMENT OF TRANSPORTATION
INDIANA
PAVEMENT MARKINGS TABLE
4 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
SOLID
4 IN.
WHITE
SOLID
8 IN.
WHITE
SOLID
12 IN.
WHITE
SOLID
16 IN.
WHITE
SOLID
FT FT FT FT FT FT FT FT EACHFT FT FT FT FT FT FT FTFT EACH EACH EACH EACH EACH EACH EACH EACH
4 IN.
YELLOW
SOLID
4 IN.
WHITE
SOLID
4 IN.
WHITE
SOLID
4 IN.
YELLOW
SOLID
24 IN.
WHITE
SOLID
5 IN.
WHITE
BROKEN
4 IN.
YELLOW
BROKEN
24 IN.
LINE
STOP
6 IN.
WALK
CROSS
ONLY
WORN
ARROW
LANE
ARROW
LANE
ONLY
WORN
WHITE
ONE WAY
/ RED
YELLOW
TWO WAY
/ RED
WHITE
TWO WAY
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2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
2-30 AMP
C-1
C-2
D-1
B-3
B-4
C-3
C-4
D-2
D-3
D-4
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XX AMP
XXX FROM XXX TO XXXHIGHWAY LIGHTING $PAGE_NUM$ $TOTAL_PAGES$
$LCH$
$LCC$
$EMH$
$MHC$
$SS$
$MBW$
$RATIO$
$MAINT$
$LDD$
$LLD$
$EL$
$CONVENTIONAL$
$HIGHMAST$
B
C
D
A
100 AMP
100 AMP
100 AMP
100 AMP
CONTRACT
BRIDGE FILE
DESIGNATION
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
PLAN SHEETS
DATE
RECOMMENDED FOR APPROVAL
REGISTERED LAND SURVEYOR, FIELD
DEPARTMENT OF TRANSPORTATIONINDIANA
SURVEY BOOK
DESIGN DATA
LEGEND
BREAKER
CIRCUIT
BRANCH
AMP
COMPUTED
CIRCUIT
BRANCH
BREAKER
MAIN
POINT
SERVICE
Mounting Height, Mongoose (Median Barrier Wall)
Mounting Height, Mongoose (Shoulder Side)
Mounting Height (Conventional)
Initial Lamp Lumen (LL) 1000 W H.P.S. (Highmast)
Average Maintained Illumination (EL)
Lamp Lumen Depreciation Factor (LLD)
Luminaire Dirt Depreciation Factor (LDD)
Maintenance Factor (LLD x LDD)
Uniformity Ratio
Effective Mounting Height (Highmast Tower)
Luminaire Classification (Conventional)
Luminaire Classification (Highmast)
lumens
lumens
fc
ft
ft
ft
ft
Sign Structure, Box Truss
4-1C No. 4 Cu Conductor in Plastic Duct in Trench (Except Where Noted)
4-1C No. 4 Cu Conductor in Plastic Duct in 2" PVC Schd 40 Conduit (below the Barrier Wall above Drainage Pipes)
SERVICE POINT AMP TABLE
Lighting cable running in and out of the junction box shall not be spliced in the junction box.4.
Contractor shall contact utility co. for the identification numbers of all roadway, underpass and sign luminaires.3.
drainage pipes.
All 2" PVC conduit for median barrier wall lighting shall be placed underneath the median barrier wall and above any 2.
Contractor shall contact utility co. before the installation of cable duct for the exact location of service points.1.
NOTES:
GE Curve No. 35-45-1012 or Equal with a Transformer Base Pole, Existing
400 W HPS Roadway Luminaire having a Distribution Type MS-II with Output Characteristics Equivalent to
GE Curve No. 35-45-1012 or Equal with a Transformer Base Pole, Proposed
400 W HPS Roadway Luminaire having a Distribution Type MS-II with Output Characteristics Equivalent to
Service Point, Type II (240/480 Volts), Existing
Service Point, Type II (240/480 Volts), Proposed
Initial Lamp Lumen (LL) 400 W H.P.S. (Conventional)
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$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
INDEX SHEET
$rev8$
$rev7$
$rev6$
$rev5$
$date8$
$date7$
$date6$
$date5$
$sht8$
$sht7$
$sht6$
$sht5$
$rev4$
$rev3$
$rev2$
$rev1$
$date4$
$date3$
$date2$
$date1$
$sht4$
$sht3$
$sht2$
$sht1$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
DEPARTMENT OF TRANSPORTATION
INDIANA
UTILITIES INDEX
REVISIONS
SHEET NO. DRAWINGS INDEX
SHEET NO. DATE REVISED
1 TITLE
2 INDEX AND GENERAL NOTES
????? LIGHTING PLAN
????? CROSS SECTIONS
GENERAL NOTES
XXXXX
roadway. The marking shall not be covered by the sign’s support after installation of the sign.
The marking for panel signs shall be placed on the bottom panel on the end closest to the center line of the
respectively. The marking for sheet signs shall be placed in the lower corner closest to the center line of the road.
message copy shall consist of white or black lettering (minimum height 1") on black or white background
approved equal. The identifying message shall consist of INDOT and the month and year the sign is installed. The
All signs shall be marked for identification. The marking material shall be either scotch lite, seibulite, reflexite or
approved equal.
white on white or black background respectively. The marking material shall be scotch lite, seibulite, reflexite or
facing vehicular traffic and 10.5 feet above the ground line. The numbers and letters are to be 1.5" x 2.5" black or
Roadway conventional light pole and sign structure identification numbers are to be installed 45° from center line
been determined upon field investigation.
Sheet signs and square posts shall not be ordered until the exact number of signs and length of each post have
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$CON_NO$
$PLN_PREP_BY$
$PROJ_NO$
$DES_NO$
$FILE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
$SRV_BK$
$PLN_PREP_BY$
$SPEC_DATE$
$DES_NO$
$PROJ_NO$
$CON_NO$
$DES_NO$$PROJ_NO$
$PHONE_NO$
$PROJ_CONST$
$PROJ_RW$
$PROJ_PE$
$TO$$FROM$$ROUTE$
$TRAF_PLN$
$COUNTY$
$CON_NO$
$PAGE_NUM$ $TOTAL_PAGES$
PROJECT NO. P.E.
R/W
CONST.
ROUTE: FROM: RP TO: RP
PROJECT LOCATION SHOWN BY
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
DIVISION ADMINISTRATOR
DATE
APPROVED:
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPT. OF TRANSPORTATION
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
$SIG_DATE$
INDIANA DEPARTMENT OF TRANSPORTATION
TO BE USED WITH THESE PLANS
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
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LATITUDE: LONGITUDE:$LATT$ $LONG$
INDEX SHEET
$PAGE NUM$ $TOTAL_PAGES$
$rev16$
$rev15$
$rev14$
$rev13$
$rev12$
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$rev10$
$rev9$
$rev8$
$rev7$
$rev6$
$rev5$
$date16$
$date15$
$date14$
$date13$
$date12$
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$date10$
$date9$
$date8$
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$date6$
$date5$
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$rev4$
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$date4$
$date3$
$date2$
$date1$
$sht4$
$sht3$
$sht2$
$sht1$
$SRV_BK$
$BRIDGE_FILE$
$DES_NO$
$PROJ_NO$$CON_NO$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
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$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
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DEPARTMENT OF TRANSPORTATION
INDIANA
UTILITIES
REVISIONS
INDEX
1 TITLE
2 INDEX AND GENERAL NOTES
????? SIGNAGE PLAN
DRAWINGS INDEXSHEET NO.
SHEET NO. DATE REVISED
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TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
GENERAL NOTES
Place general notes here.
$FILE$
??????
$PAGE_NUM$ $TOTAL_PAGES$
$SRV_BK$
$BRIDGE_FILE$
$DES_NO$
$PROJ_NO$$CON_NO$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
$FILE$
PANEL SIGN & POST SUMMARY
$PAGE NUM$ $TOTAL_PAGES$$SRV_BK$
$BRIDGE_FILE$
$DES_NO$
$PROJ_NO$$CON_NO$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
EXIT NO.(STA.)
LOCATIONSIGN CODE
(FT X FT)
SIGN SIZE
SIGN SUMMARY POST LENGTH (FT)
POST 1 POST 2 POST 3
LENGTH
POST
LENGTH
STUB
W6X9 W8X10 W8X13 W8X15 W8X18 W10X19
(LB)
STEEL
(EA
CH)
TYPE VII
FO
UN
DA
TIO
N
(LB)
STEEL
(EA
CH)
TYPE VIII
FO
UN
DA
TIO
N
(LB)
STEEL
(EA
CH)
TYPE I
X
FO
UN
DA
TIO
N
(LB)
STEEL
(EA
CH)
TYPE X
FO
UN
DA
TIO
N
(LB)
STEEL
(EA
CH)
TYPE XI
FO
UN
DA
TIO
N
(LB)
STEEL
(EA
CH)
TYPE XII
FO
UN
DA
TIO
N
LENGTH
STUB
LENGTH
POST
LENGTH
STUB
LENGTH
POST
TOTALS
STEEL:
TOTAL WEIGHT (lb):
FOUNDATION (TYPE):
TOTAL (each):
TYPE B POST:
VII VIII IX X XI XII
(ft)
(SF)
PANEL SIGN AREA
$PLO
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DA
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$PLO
T_TIM
E$
Plot:
$A
M_P
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$FILE$
SHEET SIGN & POST SUMMARY
$PAGE NUM$ $TOTAL_PAGES$$SRV_BK$
$BRIDGE_FILE$
$DES_NO$
$PROJ_NO$$CON_NO$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
POST
DEPARTMENT OF TRANSPORTATION
INDIANA
SIGN
/ LINE
SHEET NO.
PLAN
CODE
SIGN
U CHANNEL
SQUARE
POST LENGTH POST LENGTH REINFORCED ANCHOR REINFORCED ANCHOR
21
1 2 TOTAL 1 TOTAL
NO.
M.P.LOCATION
CODE
SIGNSIZE REMARKS
(IN. X IN.)
SIZE
SIGNAREA (SF)
PANEL SIGN,
MOUNTED ON
(STA.)
LOCATION
SIGN
POST LENGTH (FT) POST LENGTH (FT)TYPE A TYPE B
(FT)
POST LENGTH
0.080 IN. 0.100 IN. 0.125 IN. 0.080 IN.FT FT FTFT
SIGN AREA (SF)
GROUND-MOUNTED2" X 2" X 12 GA. (TYPE 1)2" X 2" X 12 GA. (TYPE 2)
MILE POST MARKER TABLE
SHEET SIGN & POST SUMMARY$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
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$FILE$
$SRV_BK$
$PLN_PREP_BY$
$SPEC_DATE$
$DES_NO$
$PROJ_NO$
$CON_NO$
$DES_NO$$PROJ_NO$
$PHONE_NO$
$PLAN_TYPE$
$C
ON_
NO$
$COUNTY$
$CON_NO$
$PAGE_NUM$ $TOTAL_PAGES$
PROJECT LOCATION SHOWN BY
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
DIVISION ADMINISTRATOR
DATE
APPROVED:
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPT. OF TRANSPORTATION
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
A CERTIFIED DOCUMENT."
"THIS MEDIA SHOULD NOT BE CONSIDERED
$SIG_DATE$
INDIANA DEPARTMENT OF TRANSPORTATION
DES. NO.
RP XX+XX ,
PROJ. NO.
XXX CO., XXX DISTRICT
S.R. X @ XXX,
TRAFFIC SIGNAL MODERNIZATION
DES. NO.
RP XX + XX
PROJ. NO.
XXX CO., XXX DISTRICT
S.R. X @ XXX,
TRAFFIC SIGNAL MODERNIZATION
TO BE USED WITH THESE PLANS
DATEDSTANDARD SPECIFICATIONS
INDIANA DEPARTMENT OF TRANSPORTATION
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
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LATITUDE: LONGITUDE:$LATT$ $LONG$
$FILE$
$PAGE_NUM$ $TOTAL_PAGES$
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
$BRIDGE_FILE$
$SRV_BK$
$CON_NO$ $PROJ_NO$
$DES_NO$
$FILE$
$SIG_DT$$ENG_SIGNATURE$
$DESCHKBY_DATE$
$DES_DT$
$DWNCHK_DT$
$DWN_DT$
$SCALE$
$DWNCHKBY$
$DWNBY$
$DESCHKBY$
$DESBY$
DEPARTMENT OF TRANSPORTATION
INDIANA
$PLO
T_
DA
TE$
$PLO
T_TIM
E$
Plot:
$A
M_P
M$
COUNTY CO.
TRAFFIC SHEET TITLEAT SIGNAL LOCATION
DISTRICT DIST.
COMM. NO.$COM_NO$