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CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
TF
ED
ER
AL P
ROJE
CT
NO.
PID
NO.
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
N
800-2020
832
BP-1.1
BP-2.1
BP-3.1
CB-2.1
CB-2.2
DM-1.1
DM-4.4
MGS-2.1
HW-2.1
HW-2.2
LA-1.1
LA-1.2
MH-1.1
MH-1.2
MH-1.3
TC-41.20
TC-41.40
TC-42.20
TC-52.10
TC-52.20
TC-71.10
MGS-1.1
7/28/00
7/19/13
10/15/10
1/18/13
7/19/13
10/18/13
10/18/13
10/18/13
10/18/13
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
3.1 ACRES
0.5 ACRES
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
CURRENT ADT (2016)
DESIGN YEAR ADT (20 )
DESIGN HOURLY VOLUME (20 )
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
06 MINOR COLLECTOR (URBAN)
NHS PROJECT
2940
4494
449
50%
3%
35 MPH
NO
JOHN J. DOE CONSULTING, INC.
9999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000
SIGNED:
DATE:
STANDARD CONSTRUCTION DRAWINGS
FEDERAL ROUTES
STATE ROUTES
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
LIMITED ACCESS
TITLE SHEET 1
SCHEMATIC PLAN 2
TYPICAL SECTIONS 3-4
GENERAL NOTES 5
MAINTENANCE OF TRAFFIC 6-7
GENERAL SUMMARY 8
PROJECT SITE PLAN 9
PLAN AND PROFILE 10
CROSS SECTIONS 11-17
SIDE APPROACHES 18-25
SUPERELEVATION TABLE 26-30
DRIVE DETAILS 31
DRAINAGE DETAILS 32-37
TRAFFIC CONTROL 38-39
RIGHT OF WAY 40-50
SOIL PROFILES
SPECIFICATIONS
SUPPLEMENTAL
PROVISIONS
SPECIAL
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THIS IMPROVEMENT IS ESPECIALLY DESIGNED FOR
THROUGH TRAFFIC AND HAS BEEN DECLARED A LIMITED
ACCESS HIGHWAY OR FREEWAY BY ACTION OF THE
DIRECTOR IN ACCORDANCE WITH THE PROVISIONS OF
SECTION 5511.02 OF THE OHIO REVISED CODE.
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
2019 SPECIFICATIONS
PLANS AND CHANGES LISTED IN THE PROPOSAL SHALL
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE
GOVERN THIS IMPROVEMENT.
EARTH DISTURBED AREAS
Before You Dig
Before You Dig
Contact Two Working Days
OHIO811, 8-1-1, or 1-800-362-2764
UNDERGROUND UTILITIES
SP 1302-1
DATE: JULY 2020
TROL SIGNS AND PAVEMENT MARKINGS.
SYSTEM, CURB AND GUTTER, SIDEWALK, TRAFFIC CON-
ING AND RESURFACING, INCLUDING NEW STORM SEWER
UPGRADING 0.44 MILE OF FERNWOOD ROAD BY WIDEN-
DATE MAYOR, VILLAGE OF WINTERSVILLE
APPROVED
THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT
ESTIMATES
PROVISIONS FOR THE MAINTENANCE AND SAFETY OF
TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE
11/11/19
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
X-000000
DOE
JOHN J.
3R PROJECT
DR.
BEGIN PROJECT
STA. 11+70
END PROJECT
STA. 34+70
CROSS CREEK TWP.
VILLAGE OF
WINTERSVILLE
22
43
PO
WELLS
LA
NE
FO
RES
T
ST.
ST.
ST.
ST.
RO
BE
RT
S
ELS
WO
RT
H
FL
OY
D
SUNSET
GR
OV
ES
ST.
ST.
CHURCH
LO
NG
SCHOOL
ST.
McCOY'S
WE
L
ERWIN
PA
Y
ST.
GR
UM
PS
LA
NE
ST.
Mc
CO
Y'S
ST.
ALLEY DR.
RAINBOWRD.
INS
ST
AR
DU
ST
KY
LE
ST.
RD.
AVE.
McCONNELL
ALICELAND
DR.
LA
NE
BROOK DR.
EISENHOWERDR.
CE
ME
TE
RY
SIMPSON
PA
TT
ON
AV
E.
DR.
TE
RR
AC
E
PARKV
IEW
AVE.
RD.
FE
RN
WO
OD
DAY
CIRCLE
REX
AVE.
ST
AR
DU
ST
MI
WL
KY
YA
DR.
TW
OA
CRE
DR.
BL
VD.
WA
RRE
N
TROY PLACE LA
NE
S. AVALON ST.
LE
ON
AR
D
N. AVALON ST.
ST.
VILLAGE OF WINTERSVILLE
CROSS CREEK TOWNSHIP
JEF-FERNWOOD RD.
JEFFERSON COUNTY
EARTH
REINFORCED
PERMIT
WATERWAY
4/17/20
7/17/15
7/18/08
1/15/16CB-2.3
1/15/16
1/15/16 7/21/17
1/15/16
1/15/16
1/15/16
BP-4.1
BP-5.1
BP-7.1
7/19/13
1/18/19
7/20/18
7/15/16
1/16/09
MGS-4.2
MGS-5.3
5/27/17
1/23/18
7/20/18
1/19/18
MT-105.10
BP-2.2
NO
NE
E025 (76
2)
1554
9
PLAN PREPARED BY:
1
50
JE
F-F
ER
NW
OO
D
RD.
LATITUDE: 40°22'20" LONGITUDE: 80°42'05"
ENGINEERS SEAL:
PROJECT DESCRIPTION
3.6 ACRES
APPROVAL
DATES
6-27-19
SHEET
NUMBER
2
DESIGN FEATURE
6-27-19
10, 12
HORIZONTAL: Superelevation
VERTICAL: Stopping Sight Distance
ADA DESIGN WAIVER 1/19/18
1/19/18
1/17/20
7/20/18
7/20/18
10/19/18NONE REQUIRED
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
TF
ED
ER
AL P
ROJE
CT
NO.
PID
NO.
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
RICHLAND TOWNSHIP
N
DARKE COUNTY
800-2016 10/19/18
832 10/19/18
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
5.4 ACRES
2.1 ACRES
7.5 ACRES
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
CURRENT ADT (2013)
DESIGN YEAR ADT (2033)
DESIGN HOURLY VOLUME (2033)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
05 MAJOR COLLECTOR (RURAL)
NHS PROJECT
1460
2040
204
55%
2%
55MPH
55MPH
NO
JOHN DOE CONSULTING, INC.
9999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000
SIGNED:
DATE:
SIGNED:
DATE:
STANDARD CONSTRUCTION DRAWINGS
IMPROVEMENT OF 0.07 MILE OF STATE ROUTE 121 BY
THE STILLWATER RIVER, INCLUDING APPROACH RECON-
STRUCTION.
FEDERAL ROUTES
STATE ROUTES
LOCATION MAP
DESIGN DESIGNATION
INDEX OF SHEETS:
PROJECT DESCRIPTION
SPECIFICATIONS
SUPPLEMENTAL
PROVISIONS
SPECIAL
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
2016 SPECIFICATIONS
PLANS AND CHANGES LISTED IN THE PROPOSAL SHALL
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE
GOVERN THIS IMPROVEMENT.
EARTH DISTURBED AREAS
Before You Dig
Before You Dig
Contact Two Working Days
OHIO811, 8-1-1, or 1-800-362-2764
UNDERGROUND UTILITIES
OVER 20' SPAN
FOR STRUCTURES
OVER 20' SPAN
EXCEPT STRUCTURES
FOR ENTIRE PLAN
* *
RE
ISTERE
D
ST
ATE OF OIO
POFE
SIONAL EGI
NEE
X-000000
SMITH
JANE C.
G
H
R
S N
R
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
X-000000
DOE
JOHN J.
PLAN PREPARED BY:
ENGINEERS SEAL:
ENGINEERS SEAL:
Airport
DarkeCountyS
tillwater
River
Bolton
Harris
Swa
mp
Creek
C-35
C-287
C-287
BE
AM
RD.
C-14
C-14
DEMMING RD.
C-98
C
GREENVILLE
ST. MARY'SRD.
C-35
UNION CITY
BEAMSVILLE-
RD.
C-75
BEAMSVILLE -WEBSTER
C-75
C-75
RD.
BEAMSVILLE-
C-230
C-98
B
GREENVILLE
ST. MARY'SRD.
C-98
A
C-9C-9
HORATIO - HARRIS CREEK RD.
HORATIO -C-34
C-10
0C-10
0
BO
YE
RR
D.
RD.
C-34
AR
CA
NU
M -
C-16
6
RD.
C-12
6
HO
RA
TIO
RD.
C-211
CSXT
BEGIN PROJECT
STA. 1147+25.00
END PROJECT
STA. 1207+84.73
STA. 1148+75.00
SUSPEND PROJECT RESUME PROJECT
STA. 1205+50.00
Cree
k
121127
127
47
121
HoratioStelvideo
Pikeville
Beamsville
Dawn
R I C H L A N D
Versailles
DAR-121-(21.73)(22.83)
SP 1302-2
LATITUDE: 40°09'30" LONGITUDE: 84°34'05"
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL REQUIRE THE
CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT DE-
TOURS WILL BE PROVIDED, AS INDICATED ON SHEET 1.
NO
NE
DA
R-121-(21.7
3)(22.8
3)
14
653
NO
N-F
ED
ER
AL
36
1
PERMIT
11-11-18
11-11-18 1/23/16
WATERWAY
TITLE SHEET 1
SCHEMATIC PLAN 2
TYPICAL SECTIONS 3-4
GENERAL NOTES 5
MAINTENANCE OF TRAFFIC 6
GENERAL SUMMARY 8
PROJECT SITE PLAN 9
PLAN AND PROFILE 10-17
CROSS SECTIONS 17-23
23-25
25-30
CHANNEL CROSS SECTIONS
RIGHT OF WAY 31-36
SOIL PROFILES
STRUCTURES OVER 20 FOOT SPAN
BP-4.1 7/19/13
DM-1.1 7/21/18
DM-4.1 7/20/18
1/19/18
1/19/18
7/19/13
7/15/16
LA-1.1 10/15/10
LA-1.2 1/16/09
WQ-1.1 1/18/13
WQ-1.2 1/15/16
AS-1-81 1/18/13
EXJ-4-87 1/19/18
PSBD-2-07 7/20/18
TST-1-99 7/20/18MGS-1.1
MGS-2.1
MGS-4.2
MGS-5.3
BP-3.1 7/18/14
DATE: JUL. 2020
REPLACEMENT OF TWO STRUCTURES OVER A BRANCH OF
DESIGN EXCEPTIONS:
ADA DESIGN WAIVERS:
NONE REQUIRED
NONE REQUIRED
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
N
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
1.5 ACRES
0.7 ACRES
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
CURRENT ADT (2018)
DESIGN YEAR ADT (2038)
DESIGN HOURLY VOLUME (2038)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
06 MINOR COLLECTOR (RURAL)
NHS PROJECT
1270
2240
224
60%
5%
55 MPH
55 MPH
NO
PLAN PREPARED BY:
JOHN DOE ENGINEERING, INC.
9999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000
STANDARD CONSTRUCTION DRAWINGS
FEDERAL ROUTES
STATE ROUTES
NONE REQUIRED
ENGINEERS SEAL:
ENGINEERS SEAL:
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
PROJECT DESCRIPTION
TITLE SHEET 1
SCHEMATIC PLAN 2
TYPICAL SECTIONS 3
GENERAL NOTES 4
MAINTENANCE OF TRAFFIC 5-7
GENERAL SUMMARY 8
PROJECT SITE PLAN 9
PLAN AND PROFILE 10-11
CROSS SECTIONS 12-13
TRAFFIC CONTROL 14
STRUCTURES OVER 20 FOOT SPAN 15-21
RIGHT OF WAY 22-28
SOIL PROFILES
SPECIFICATIONS
SUPPLEMENTAL
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
2019 SPECIFICATIONS
EARTH DISTURBED AREAS
Before You Dig
Before You Dig
Contact Two Working Days
OHIO811, 8-1-1, or 1-800-362-2764
UNDERGROUND UTILITIES
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
TF
ED
ER
AL P
ROJE
CT
NO.
PID
NO.
BP-4.1 7/19/13
BP-5.1
DM-1.1 1/18/13
DM-4.4 7/20/12
1/19/18
1/19/18
RM-4.2
CPA-1-08 7/18/08
CS-1-08 7/18/08
MT-96.11
MT-96.20
MT-96.26
1/18/19
MGS-1.1
MGS-2.1
MGS-3.1
MGS-4.2
MGS-5.3
1/19/18
7/19/13
7/15/16
7/15/16
7/19/13
7/18/14
BP-3.1 7/18/14
4/18/14
832 10/19/18
800-2020 4/17/20
TITLE SHEET
22512
E073 (34
5)
O
HIO
CE
NT
RA
L
R.R.
TU
S-9
3-8.0
2
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
TRANSPORTATION
DATE DIRECTOR, DEPARTMENT OF
APPROVED
ESTIMATES.
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE
THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT
PROVISIONS FOR THE MAINTENANCE AND SAFETY OF
TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS
AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
THIS IMPROVEMENT.
THE BRIDGE DECK AND APPROACH SLABS.
SP 1302-3
DATE: JULY 2020
OH
CR
Cree
k
RD.
C-94
C-73
C-46
S.39R.
C-78RD.
BOTTOM
WI
NK
LLPE E
KC
STA.425+71.48
END PROJECT
STA.423+45.60
BEGIN PROJECT
39
39
93
516
516
93
S U G A R C R E E K
W A Y N E
C-73
C-77
RD.
C-77
BR
OA
DR
UN
PR
YSI
C-73
C-73
C-75
C-75
COURSE RD.
KLE
P
RD
LECK
GOLF
C-75
RD.VALLEY
Creek
WIN
C-139
OLD
C-79
RD.
DAIR
Y
C-78
MillsS.
Fork
C-73
C-76
RD.
BarrsLSRSBAR
MIL
C-73
RD.
Waln
ut
Sugar
C-94
WALN
UT
CREEK
Creek
C-98
RUNCHERRY
DUNDEE- RD.
Dundee
STRASBURGC-94
Cherry
Run
Turkeyfoot
C-94
RD. C-98
Broa
d
C-73Winfield
C-80
C-78
-
C-78
WIN
FIE
LD
ST
RAS
BU
RG
WINKLEPLECK RD.
Brandy
wine
C-139
C-78
OHIO CENTRAL RAILROAD
SEPARATED CROSSING WITH THE
RECONSTRUCTION OF EXISTING
TUSCARAWAS COUNTY
WAYNE TOWNSHIP
* *
RE
ISTERE
D
ST
ATE OF OIO
POFE
SIONAL EGI
NEE
X-000000
SMITH
JANE C.
OVER 20 FOOT SPAN
EXCEPT STRUCTURES
FOR ENTIRE PLAN
6/11/20
SIGNED:
DATE:
G
H
R
S N
R
OVER 20 FOOT SPAN
FOR STRUCTURES
6/11/20
SIGNED:
DATE:
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIO L ENGINEER
X-000000
DOE
JOHN J.
NA
REHABILITATION OF THE EXISTING STRUCTURE OVER
THE OHIO CENTRAL RAILROAD BY REPLACEMENT OF
TUS-93-8.02
LATITUDE: 40°34'20" LONGITUDE: 81°37'00"
1
28
2.2 ACRES
PROVISIONS
SPECIAL
WATERWAY PERMIT
1/23/18
ADA DESIGN WAIVERS
NONE REQUIRED
RO
AD
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CRANBERRY TOWNSHIP
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
T
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
N
CRAWFORD COUNTY
27
1
LOCATION MAP
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
CURRENT ADT (2013)
DESIGN YEAR ADT (2033)
DESIGN HOURLY VOLUME (2033)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
NHS PROJECT
DESIGN EXCEPTIONS
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
1500
2020
166
50%
5%
55 MPH
55 MPH
PROJECT DESCRIPTION
STANDARD CONSTRUCTION DRAWINGS
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
(BOUNDARY RD.) PART 1
CRA-C.R. 6-1.61
FOR PART 2, SEE CAR-C.R. 31 (SCOTT RD.)
LEGAL SPEED
NO
DESIGN FUNCTIONAL CLASSIFICATION:
EO
17 (212)
LATITUDE: 40°59'10" LONGITUDE: 82°51'10"
2019 SPECIFICATIONS
TITLE SHEET 1
SCHEMATIC PLAN 2
TYPICAL SECTIONS 3-4
GENERAL NOTES 5
MAINTENANCE OF TRAFFIC 6
DETOUR PLAN 7
MAINTENANCE OF TRAFFIC 8-9
GENERAL SUMMARY AND CALCULATIONS 10
PROJECT SITE PLAN 11
PLAN AND PROFILE 12-13
CROSS SECTIONS 14-17
PREFABRICATED STRUCTURES 18-21
INDEX OF SHEETS:
* *
RE
ISTERE
D
ST
ATE OF OIO
POFE
SIONAL EGI
NEE
X-000000
SMITH
JANE C.
SP 1302-6(a)
IMPROVEMENT OF 0.04 MILE OF C.R. 6 (BOUNDARY
PROJECT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL REQUIRE THE
CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT DE-
TOURS WILL BE PROVIDED AS INDICATED ON SHEET 7.
1.7 ACRES
0.8 ACRES
2.5 ACRES
RIGHT OF WAY 22-27
PARTS 1 AND 2
832
1/18/13
1/17/14
7/19/13
10/18/13
1/18/13
1/18/13
7/20/12
7/19/13
1/18/13
CB-1.1
CB-1.2
DM-1.1
HW-2.1
TST-1-99
AS-1-81
HW-2.2
MT-105.10
MT-110.10
TC-41.20
TC-41.40
EARTH DISTURBED AREAS
COMPUTERLAND, OHIO 00000
JOHN J. DOE & ASSOC., INC.
SOIL PROFILES
DATE: JULY 2020
STRUCTURES 20' & OVER
FOR ENTIRE PLAN EXCEPT
NOTED ON SHEET 4
FOR DESIGN CHANGES
SIGNED:
DATE:
SIGNED:
DATE:
ENGINEERS SEAL:
ENGINEERS SEAL:
11/11/14
11/11/14
PRESTRESSED BOX BEAM TYPE STRUCTURE INCLUDING
05 MAJOR COLLECTOR (RURAL)
7/19/13
7/19/13
7/19/13
1/18/13
MGS-5.3
10/18/13
10/18/13
7/19/13
1/18/13
800-2020BP-3.1
DM-4.4
MGS-1.1
MGS-2.1
MGS-4.2
TC-52.20
TC-52.10
RM-1.17/18/14 7/18/14
7/18/14
1/23/18
WATERWAY PERMIT
APPROVED
DATE ENGINEER, CRAWFORD COUNTY
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
APPROVED
DATE CRAWFORD COUNTY COMMISSIONER
APPROVED
DATE CRAWFORD COUNTY COMMISSIONER
APPROVED
DATE CRAWFORD COUNTY COMMISSIONER
END PROJECT
STA. 87+50.00
BEGIN PROJECT
STA. 85+00.00
HURON COUNTY
SENECA COUNTY
AUBURN
CRANBERRY
WASHINGTON
NEW
103
103
39
98
602
GUISS RD.
MAHL RD.
ORR RD.
VORNDRON
LYDELL
JOHNSON RD.
CO
OK R
D.
STE
VENS R
D.
MARSH
DIC
KSO
N R
D.
WYNN
McCONNELLSW
AB R
D.
HEETRICH
LUTZ
T-73
HO
NEY
CREEK
A.C. & Y. R.R.
YOUNG RD.
BAKER
MARSH R
D.
AUBURN
BO
UN
DARY
DONNEN
WIR
TH
SHEETZ
T-209
CRAWFORD-HURON COUNTY
LINE RD.
CH
APEL
RD.
SCOTT RD.
CREE
K
BROKE
NKNIFE
CRAWFORD-SENECA LINE RD.
ALBAUGH RD.
McCARTH
Y
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
X-000000
DOE
JOHN J.
G
H
R
S N
R
NO
NE
C
RA-
C.R.
6-1.6
1
24
98
8
NONE REQUIRED
9999 ENGLISH DRIVE
PLAN PREPARED BY: (B
OU
ND
AR
Y
RD.) P
AR
T
1
ROAD) BY REPLACEMENT OF AN EXISTING STEEL TRUSS
STRUCTURE OVER BROKEN KNIFE CREEK WITH A PRECAST
APPROACH RECONSTRUCTION.
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS
AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
THIS IMPROVEMENT.
10/19/18
4/17/20
ADA DESIGN WAIVERS
NONE REQUIRED
Before You Dig
Before You Dig
Contact Two Working Days
OHIO811, 8-1-1, or 1-800-362-2764
UNDERGROUND UTILITIES
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CRANBERRY TOWNSHIP
N
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
3.5 ACRES
0.9 ACRES
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
CURRENT ADT (2019)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2039)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
07 LOCAL ROAD (RURAL)
NHS PROJECT
2300
3150
315
55%
3%
55 MPH
55 MPH
NO
9999 ENGLISH DRIVE SIGNED:
DATE:
STANDARD CONSTRUCTION DRAWINGS
IMPROVEMENT OF 0.38 MILE OF C.R. 31 (SCOTT RD.)
BY RECONSTRUCTION OF EXISTING VERTICAL ALIGN-
MENT TO ELIMINATE HAZARDOUS VERTICAL CURVES
INCLUDING UPGRADING OF GUARDRAIL, DRAINAGE
SIGNING AND PAVEMENT MARKINGS.
FEDERAL ROUTES
STATE ROUTES
NONE REQUIRED
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
PROJECT DESCRIPTION
SPECIFICATIONS
SUPPLEMENTAL
PROVISIONS
SPECIAL
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
2019 SPECIFICATIONS
PLANS AND CHANGES LISTED IN THE PROPOSAL SHALL
GOVERN THIS IMPROVEMENT.
EARTH DISTURBED AREAS
Before You Dig
Before You Dig
Contact Two Working Days
OHIO811, 8-1-1, or 1-800-362-2764
UNDERGROUND UTILITIES
JOHN DOE CONSULTING ENGINEERS, INC.
COMPUTERLAND, OHIO 00000 4/19/19
* *
RE
ISTERE
D
ST
ATE OF OHIO
POFE
SIONAL EGI
NEE
X-000000
DOE
JOHN J.
G
R
S N
R
PLAN PREPARED BY:
ENGINEERS SEAL:
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
APPROVED
DATE ENGINEER, CRAWFORD COUNTY
APPROVED
DATE CRAWFORD COUNTY COMMISSIONER
APPROVED
DATE CRAWFORD COUNTY COMMISSIONER
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL REQUIRE THE
CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT DE-
TOURS WILL BE PROVIDED AS INDICATED ON SHEET 6.
Cree
k
CRAWFORD- HURON COUNTY
C-6
SCOTTSCOTTRD.
STA. 5+86.00
BEGIN PROJECT
STA. 25+92.40
END PROJECT
Washington
New
Waynesburg
AuburnNorth
C R A N B E R R Y
103
39
103
602
Honey
W & LE
W & LE
C-25
CENTER RD.
C-6
BO
UN
DA
RY
RD.
C-13
2
DO
NN
EN
WIR
TH
RD.
Broken
Knife
C-50 C-50
C-208
NO
RT
HA
UB
UR
NR
D.
Creek
SENECA- HURON LINE RD.
C-14
C-13
2
TITLE SHEET 1
SCHEMATIC PLAN 2
TYPICAL SECTIONS 3
GENERAL NOTES 4
DETOUR PLAN 5
MAINTENANCE OF TRAFFIC 6-8
GENERAL SUMMARY 9
CALCULATIONS & SUBSUMMARIES 10
PROJECT SITE PLAN 11
PLAN & PROFILE 12-17
CROSS SECTIONS
TRAFFIC CONTROL 26
18-25
RIGHT OF WAY 27-35
SOIL PROFILES
CRAWFORD COUNTY
CRA-C.R.31
FOR PART 1, SEE CRA-C.R.6-1.61 (BOUNDARY ROAD)
(SCOTT RD.) PART 2
SP 1302-6(b)DATE: JULY 2020
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE
LATITUDE: 40°58'50" LONGITUDE: 82°50'40"
SEE PART 1 SEE PART 1 SEE PART 1
24
98
8
EO
25 (319)
CR
A-
C.R.
31
(S
CO
TT
RD.) P
AR
T
2N
ON
E
RAIL
RO
AD IN
VO
LV
EM
EN
T
1
35
4.4 ACRES
NONE REQUIRED
ADA DESIGN WAIVERS
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
TF
ED
ER
AL P
ROJE
CT
NO.
PID
NO.
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
DEL-257-8.37
N
800-2019 4/19/19
821 4/20/12
832 10/19/18
PROJECT EARTH DISTURBED AREA:
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
CURRENT ADT (2019)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2039)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
1,762
1,869
78
50%
4%
55
NO
JOHN DOE CONSULTING ENGINEERS,
9999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000 SIGNED:
DATE:
STANDARD CONSTRUCTION DRAWINGS
SPOT PAVEMENT REPAIRS ON S.R. 257 IN DELAWARE
COUNTY BETWEEN SLM 8.37 (U.S. 42/S.R. 745) AND
SLM 14.28 (S.R. 37).
8' WIDE, CONTINUOUS, SLOT PAVING ON OUTSIDE EDGE
FEDERAL ROUTES
STATE ROUTES
NONE REQUIRED
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
PROJECT DESCRIPTION
TITLE 1
TYPICAL SECTIONS 2-3
GENERAL NOTES 4-5
MAINTENANCE OF TRAFFIC NOTES 6-7
GENERAL SUMMARY 8
PLAN SUBSUMMARY 9
PAVEMENT MARKING SUBSUMMARY 10
RPM SUBSUMMARY 11
SPECIFICATIONS
SUPPLEMENTAL
PROVISIONS
SPECIAL
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
2019 SPECIFICATIONS
PLANS AND CHANGES LISTED IN THE PROPOSAL SHALL
GOVERN THIS IMPROVEMENT.
EARTH DISTURBED AREAS
Before You Dig
Before You Dig
Contact Two Working Days
OHIO811, 8-1-1, or 1-800-362-2764
UNDERGROUND UTILITIES
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE
STATEOFOHIO
PR
OFESSIONALENGIN
EER
REGISTERED
* *
X-000000DOEJ
JOHN
60
DEL-257-8.37 MAR-257-0.00
50%
60
813
862
36
9%
35/55
MAR-257-0.00: 06 MINOR COLLECTOR (RURAL)
DEL-257-8.37: 05 MAJOR COLLECTOR (RURAL)
LATITUDE: 40°20'20" LONGITUDE: 83°10'47"
SP 1302-7DATE: JULY 2020
OF S.R. 257, BEGINNING AT SLM 14.26 (S.R. 37) IN
DE
L-257-8.3
7
MA
R-257-0.0
09
3708
NO
NE
1
11
4.0 ACRES
0.1 ACRES
REQUIRED)*
N/A (NOI NOT
* ROUTINE MAINTENANCE PROJECT
NOTICE OF INTENT EARTH DISTURBED AREA:
NONE REQUIRED
ADA DESIGN WAIVERS
TRANSPORTATION
DATE DIRECTOR, DEPARTMENT OF
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
APPROVED
PLAN PREPARED BY:
01/21/19
.
THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE
ESTIMATES.
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
PROVISIONS FOR THE MAINTENANCE AND SAFETY OF
TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND
THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT
ENGINEERS SEAL:
10/18/13
MT-105.10
BP-3.1
MT-99.20
MT-97.12
MT-97.11
TC-41.20
TC-42.20
TC-52.10
TC-52.20
TC-65.10
TC-65.11
TC-71.10
TC-82.10
10/18/13
10/18/13
7/20/18
1/17/14
7/21/17
1/19/18
1/18/19
7/18/14
1/20/17
4/19/19
1/20/17
7/19/13
DELAWARE AND MARION COUNTIES
THOMPSON AND PROSPECT TOWNSHIPS
CONCORD AND SCIOTO TOWNSHIPS
VILLAGE OF PROSPECT
MAR-257-0.00DELAWARE COUNTY AND ENDING AT S.R. 47 IN MARION
COUNTY (SLM. 66).
SEE SHEET 6
FOR LOCATION MAP
0
0
0
0
0
0
0
0
0 0 0 0 0 ® 0 ® @ ® 0 ® -
I A\ '- /
I B \'- / -
LEGEND
ITEM 441 - l¼ u Asphalt Concrete Surface Course, Type I, f448J PG64-22
ITEM 441 - I¾ u Asphalt Concrete Intermediate, Course, Type 2, (448)
ITEM 254 - Pavement Planing, Asphalt Concrete (See Note ·A·;
ITEM 441 - O" Min. Asphalt Concrete Intermediate Course, Type I, (448) (See Note ucn;
ITEM 301 - 5n Asphalt Concrete Bose, PG64-22
ITEM 301 - 5 n Asphalt Concrete Bose, PG64-22
ITEM 304 - 5n Aggregate Bose
ITEM 407 - Tack Coat
Not Used
ITEM 605 - 5 n Shallow Pipe Underdrains
ITEM 608 - 4n Concrete Walk
ITEM 609 - Combination Curb and Gutter, Type 2
ITEM 659 - Seeding and Mulching
ITEM 660 - Sodding Unstaked
ITEM 204 - Subgrade Compaction
ITEM 606 - Guardrail, MGS
5"± Asphalt Concrete
5N± Waterbound Macadam
1 C \ 4 H± Asphalt Concrete '- / -
1 D \ 6 H± Dense Asphalt Macadam Base '- /
NOTE 'A'
Pavement planing shall be a constant depth of rat the f of Construction with a uniform cross slope of 0.016 established. Maximum depth of planing at the outside edges of existing pavement has been calculated to be 2½ n.
3:;
NOTE "B'
For estimating purposes, Item 202 - Pavement Removed calculation included in the plan indicates on overage width of I ft. of existing pavement being replaced.
14
2.0' 6.0'
II
8.0' 4.0'
0.08 0.04
20.0'
12.0' 10.0'±
0.016
7
f. Construction
20.0'
See Note "B" (Typ.J
STA. 300+00 TO STA. 318+50
f Construction 22.0' 8.0'
12.0' 4.0' 10.0'±
� 0.4' (Typ.J
Profile LLJ 1� 0.5' (Typ.J Grade
�I 0.016 �1
See Note nan
(Typ.J
I
10
NORMAL SECTION - S.R. 106 STA. 621+35 TO STA. 640+50
NOTE "C''
Item 441, Asphalt Concrete Intermediate Course, Type I (448), is to be used as a leveling course to establish a 0.016 cross slope. Estimated quantities have been calculated based on exaggerated crosssections shown on sheets 51-58.
NOTE "D'
Item 441, Asphalt Concrete Surface Course, Type I, (448) PG64-22, is to be ¼ n above gutter plate.
SP 1304-2 DATE: JULY 2020
6.0' 4.0' 2.0'
14 II 14
<1:/
S8.0'
� \� --- -L.:_ I
16
4.0'
I
'Rn�g. 'I
I. 4:' .I Rndg.
,z:\
I.� .1 4-0'Rndg.
GUARDRAIL DETAIL - S .R. 106
SECTION APPLIES : Sta. 635+50 to Sta. 637+75 Rt.
0 Unless otherwise shown on the cross sections
(0
0... a:
Cl)
C z
<(
"11:t "11:t
Cl)
:::>
Cl)
z
0
l
o
w
Cl)
...J <( 0
0..>
I-
0 0
a, I
"11:t "11:t
w
a:
C,
SHEET NUMBER PARTICIPATION I SEE
ITEM ITEM GRAND
UNIT DESCRIPTION I
SP 1307-3(c)
DATE, JULY 2020 Q_ § 3:
SHEET ><'. cl l.'.) EXT. TOTAL ----, iJ LL.
16 18 23 55 192 262 NO.
RETAINING WALLS (WALL IJ OPTION A: REINFORCED EARTH WALL
mo 203 20000 mo CY EMBANKMENT
3474 203 35000 3474 CY GRANULAR EMBANKMENT
LS 503 lllOO LS COFFERDAMS AND EXCAVATION BRACING
ll24 503 2ll01 ll24 CY UNCLASSIFIED EXCA VAT/ON, AS PER PLAN 108
4766 610 50010 4766 SF RETAINING WALL, MISC.: REINFORCED EARTH WALL SYSTEM 190
0
RETAINING WALLS (WALL IJ OPTION 8: RETAINED EARTH WALL
1636 203 20000 1636 CY EMBANKMENT
3584 203 35000 3584 CY GRANULAR EMBANKMENT
LS 503 lllOO LS COFFERDAMS AND EXCAVATION BRACING
ll50 503 2ll01 ll50 CY UNCLASSIFIED EXCA VAT/ON, AS PER PLAN 108
4738 610 50010 4738 SF RETAINING WALL, MISC.: RETAINED EARTH WALL SYSTEM 190
0 BUILDING DEMOLITION a:
LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. ll-WD-1, l STORY BRICK BUILDING <( LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. 13-T, l STORY BLOCK BUILDING :!: LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. 13-WL, 2 STORY BRICK BUILDING :!: LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. 19-T, l STORY METAL BUILDING ::::,
(/)
STRUCTURES OVER 20 FOOT SPAN ...J
STRUCTURE TRU-99-1924 GENERAL SUMMARY 229 <(
STRUCTURE TRU-99-2056 GENERAL SUMMARY 236 a:
878 SPECIAL 51272000 878 SY EPOXY WATERPROOFING OVERLAY (l/4" THICKJ 190 w
z
w
MAINTENANCE OF TRAFFIC
10 614 lll!O 10 HOUR LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE
5 614 12460 5 EACH WORK ZONE MARKING SIGN
38 614 12470 38 EACH WORK ZONE SPEED LIMIT SIGN
100 614 12500 100 EACH REPLACEMENT SIGN
200 614 12600 200 EACH REPLACEMENT DRUM
1528 614 12800 1528 EACH WORK ZONE RAISED PAVEMENT MARKER
1201 614 13310 1201 EACH BARRIER REFLECTOR, TYPE l (B/DIRECT/ONALJ
14.00 614 20300 14.00 MILE WORK ZONE LANE LINE, CLASS I, 4", 740.06, TYPE JI
O.ll 614 21300 0.11 MILE WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE JI
0.26 614 21700 0.26 MILE WORK ZONE CENTER LINE, CLASS II, 740.06, TYPE II
0 4.33 614 22000 4.33 MILE WORK ZONE EDGE LINE, CLASS I, 4"
7.34 614 22300 7.34 MILE WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE JI
48 614 26600 48 FT WORK ZONE STOP LINE, CLASS I, 740.06, TYPE II
5692 614 28600 5692 FT WORK ZONE GORE MARKING, CLASS II, 740.06, TYPE II
LS 615 10000 LS ROADS FOR MAINTAINING TRAFFIC
944 615 20001 944 SY PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN 17 co
30 616 10000 30 M GAL WATER
10 616 20000 10 TON CALCIUM CHLORIDE C")
0 30280 622 41101 30280 FT PORTABLE BARRIER, UNANCHORED, AS PER PLAN 58
,-I
O>
O> I
::::,
a: INCIDENTALS
614 11000 LS MAINTAINING TRAFFIC
619 16020 8 MNTH FIELD OFFICE, TYPE C
623 10000 LS CONSTRUCT/ON LAYOUT STAKES AND SURVEYING
624 10000 LS MOB/LIZA T/ON
@7
SP 1307-5DATE: JULY 2020
87 96 01/NHS/PV 02/S<2/PV/ATB
161 161 621 00100 161 EACH
146.5 146.5 630 02100 146.5 FT
229.8 229.8 630 03100 229.8 FT
4 4 630 79500 4 EACH
96.0 96.0 630 80100 96.0 SF
11 11 630 85000 11 EACH
14 14 630 86002 14 EACH
3.29 2.49 0.80 644 00100 3.29 MILE
1.36 1.06 0.30 644 00200 1.36 MILE
1.25 0.98 0.27 644 00300 1.25 MILE
1368 430 938 644 00400 1368 FT
146 146 644 00500 146 FT
313 313 644 00600 313 FT
450 180 270 644 00700 450 FT
24 24 644 00900 24 SF
9 2 7 644 01300 9 EACH
8 2 6 644 01410 8 EACH
122 122 625 25400 122 FT
180 180 625 25500 180 FT
182 182 625 29000 182 FT
120 120 625 29600 120 FT
2 2 625 30706 2 EACH
7 7 625 32000 7 EACH
4 4 632 04910 4 EACH
1 1 632 04916 1 EACH
2 2 632 05080 2 EACH
8 8 632 25000 8 EACH
2 2 632 27004 2 EACH
3 3 632 27008 3 EACH
139 139 632 30200 139 FT
823 823 632 40300 823 FT
1168 1168 632 40500 1168 FT
100 100 632 62810 100 FT 95
1601 1601 632 65200 1601 FT
25 25 632 67200 25 FT
1 1 632 70001 1 EACH 95
2 2 632 85000 2 EACH
5 5 632 89900 5 EACH
1 1 632 90100 1 EACH
1 1 633 65521 1 EACH 95
1 1 633 67100 1 EACH
1 1 633 67200 1 EACH
809 69123 1 EACH 95
EDGE LINE, 4"
REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL
RPM
REMOVAL OF GROUND MOUNTED SIGN AND STORAGE
SIGN, FLAT SHEET
SIGN SUPPORT ASSEMBLY, POLE MOUNTED
GROUND MOUNTED SUPPORT, NO. 3 POST
GROUND MOUNTED SUPPORT, NO. 2 POST
CROSSWALK LINE
STOP LINE
CHANNELIZING LINE, 8"
CENTER LINE
LANE LINE, 4"
CONDUIT, 3", 725.04
TRENCH
LANE ARROW
ISLAND MARKING
TRANSVERSE/DIAGONAL LINE
WORD ON PAVEMENT, 96"
CONDUIT, 2", 725.04
REMOVAL OF TRAFFIC SIGNAL INSTALLATION
CABINET, TYPE 332, AS PER PLAN
CABINET FOUNDATION
CONTROLLER WORK PAD
TRENCH IN PAVED AREA, TYPE B
PULL BOX, 725.08, 24"
GROUND ROD
VEHICULAR SIGNAL HEAD, (LED), 3 SECTION, 12" LENS, 1-WAY, ALUMINUM (BLACK)
VEHICULAR SIGNAL HEAD, (LED), 3 SECTION, 12" LENS, 2-WAY, ALUMINUM (BLACK)
VEHICULAR SIGNAL HEAD, (LED), 5 SECTION, 12" LENS, 1-WAY, ALUMINUM (BLACK)
ATC V6.24 CONTROLLER, AS PER PLAN
SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG
INTERCONNECT CABLE, MISC.: INTEGRAL MESSENGER WIRE TYPE, 7 CONDUCTOR,
NO. 12 AWG
LOOP DETECTOR LEAD-IN CABLE
POWER CABLE, 2 CONDUCTOR, NO. 8 AWG
POWER SERVICE, AS PER PLAN
COMBINATION STRAIN POLE, TYPE TC-81.10, DESIGN 10
PEDESTAL, 8', TRANSFORMER BASE
SIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG
MESSENGER WIRE, 7-STRAND, 3/8" DIAMETER WITH ACCESSORIES
LOOP DETECTOR UNIT, DELAY AND EXTENSION TYPE
LOOP DETECTOR UNIT
SHEET NUMBER PARTICIPATIONA
TB
-20
8-1
3.4
3
SHEET TOTAL
P.36 108
PROJECT ID
123456
REVIEWER
FGM 7-7-20
DESIGNER
GRAND
TOTAL
ITEM
EXT.ITEM UNIT
JKP
DESIGN AGENCY
OH
IO
DEPARTM
EN
T O
F
TRAN
SPO
RTATIO
N
DESCRIPTION
GEN
ER
AL S
UM
MA
RY
TRAFFIC CONTROL
TRAFFIC SIGNALS
SEE
SHEET
NO.
COVERING OF VEHICULAR SIGNAL HEAD
1