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STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
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
1
LOCATION MAP
SCALE IN FEET
0
DESIGN DESIGNATION
DESIGN EXCEPTIONS
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
PROJECT DESCRIPTION
ENGINEERS SEAL:
JEF-FERNWOOD RD.
VILLAGE OF WINTERSVILLE
JEFFERSON COUNTY
CROSS CREEK TOWNSHIP
800
DR.
1600 2400 3200
50
2013 SPECIFICATIONS
TITLE SHEET 1
SCHEMATIC PLAN 2
TYPICAL SECTIONS 3-4
GENERAL NOTES 5
MAINTENANCE OF TRAFFIC
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
DRAINAGE DETAILS 32-37
TRAFFIC CONTROL 38-39
31
STANDARD CONSTRUCTION DRAWINGS
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
BP-1.1 7/28/00
BP-2.1 7/19/13
BP-2.2 7/18/08
BP-3.1 7/18/14
BP-4.1
BP-5.1
BP-7.1
CB-2.1 1/18/13
CB-2.2 1/17/14
CB-2.3 1/18/13
DM-1.1 1/18/13
DM-4.4 7/20/12
HW-2.1
HW-2.2
LA-1.1
LA-1.2 10/15/10
MH-1.1 1/18/13
MH-1.2
MH-1.3
MT-105.10 7/19/13
TC-41.20 10/18/13
TC-41.40
TC-42.20
TC-52.10
TC-52.20
TC-71.10 1/17/14
DESIGN FEATURE APPROVAL DATES
2
STOPPING SIGHT DISTANCE
SUPERELEVATION
HORIZONTAL ALIGNMENT:
832
SP 1302-1
CURRENT ADT (2013)
DESIGN YEAR ADT (2025)
DESIGN HOURLY VOLUME (2025)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
2940
4494
449
50%
3%
3R PROJECT
35 MPH
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT NO
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
THE STANDARD SPECIFICATIONS OF THE STATE OF
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
AND RESURFACING, INCLUDING NEW STORM SEWER SYSTEM,
CURB AND GUTTER, SIDEWALK. TRAFFIC CONTROL SIGNS
AND PAVEMENT MARKINGS.
UPGRADING 0.44 MILE OF FERNWOOD ROAD BY WIDENING
PROJECT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
3.1 ACRES
0.5 ACRES
4.9 ACRES
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
DATE MAYOR, VILLAGE OF WINTERSVILLE
APPROVED
APPROVED
WATERWAY PERMIT
EARTH DISTURBED AREAS
RIGHT OF WAY 40-50
SOIL PROFILES
6-7
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
X-000000
DOE
JOHN J.
LATITUDE: 40°22'20" LONGITUDE: 80°42'05"
800-2015 1/21/15
7/19/13
7/19/13
7/18/14
MGS-1.1
MGS-2.1
MGS-4.2
MGS-5.3
7/19/13
7/19/13
7/19/13
7/19/13
5/27/14 SIGNED:
DATE:
PLAN PREPARED BY:
10/18/13
10/18/13
10/18/13
7/18/14
1/18/13
1/18/13
10/15/10
1/17/14
REINFORCED EARTH
1/23/1511/11/14
VERTICAL ALIGNMENT:
10, 12
6-27-14
6-27-14
1/18/13
1/18/13
SHEET NUMBER
BEGIN PROJECT
STA. 11+70
END PROJECT
STA. 34+70
CROSS CREEK TWP.
VILLAGE OF
WINTERSVILLE
22
43
PO
WEL
LS L
ANE
FOREST
ST.
ST.
ST.
ST.
RO
BERTS
ELS
WO
RTH
FLO
YD
SUNSET
GRO
VES
ST.
ST.
CHURCH
LON
G
SCHOOL
ST.
McCOY'S
WEL
ERWIN
PAY
ST.
GRU
MPS LA
NE
ST.
McCO
Y'S
ST.
ALLEY DR.
RAINBOW
RD.
INS
STA
RDUST
KY
LE
ST.
RD.
AVE.
McCO
NNELL
ALICELAND
DR.
LANE
BROOK DR.
EISENHOWER DR.
CE
METE
RY
SIMPSON
PATT
ON
AVE.
DR.
TERRACE
PARK
VIEW
AVE.
RD.
FERN
WO
OD
DAY
CIRCLE
REX
AVE.
STA
RDUST
MI
WL
KY
YA
DR.TW
OACRE
DR.
BLVD.
WARR
EN
TROY PLACE LANE
S. AVALON ST.
LEO
NARD
N. AVALON ST.
ST.
INDEX OF SHEETS:
06 MINOR COLLECTOR (URBAN)
O
S
UNDERGROUND UTILITIES
COMPUTERLAND, OHIO 00000
9999 ENGLISH DRIVE
CONSULTING ENGINEERS
JOHN J. DOE & ASSOC., INC.
E0
25 (7
62)
15
54
9
NO
NE
JE
F-F
ER
NW
OO
D
RD.
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS
AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
THIS IMPROVEMENT.
DATE: JUL. 2016
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
DAR-121-(21.73)(22.83)
RICHLAND 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
DARKE COUNTY
LOCATION MAP
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
PROJECT DESCRIPTION
LATITUDE: 40°09'30" LONGITUDE: 84°34'05"
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
2013 SPECIFICATIONS
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
STANDARD CONSTRUCTION DRAWINGS
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
SIGNED:
DATE:
* *
RE
ISTERE
D
ST
ATE OF OIO
POFE
SIONAL EGI
NEE
X-000000
SMITH
JANE C.
BP-4.1 7/19/13
DM-1.1 1/18/13
DM-4.1 7/19/13
1/20/12
7/19/13
7/19/13
7/19/13
LA-1.1 10/15/10
LA-1.2 10/15/10
WQ-1.1 1/18/13
WQ-1.2 1/18/13
AS-1-81 1/18/13
EXJ-4-87 7/19/02
PSBD-2-07 1/21/11
TST-1-99 1/17/14
CHANNEL CROSS SECTIONS
NONE REQUIRED
DESIGN YEAR ADT (2033)
DESIGN HOURLY VOLUME (2033)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
1460
2040
204
55%
2%
55 MPH
55 MPH
NHS PROJECT
DESIGN FUNCTIONAL CLASSIFICATION:
NO
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
DETOUR ROUTE
IMPROVEMENT OF 0.07 MILE OF STATE ROUTE 121 BY
REPLACEMENT OF TWO STRUCTURES OVER A BRANCH OF
THE STILLWATER RIVER, INCLUDING APPROACH RECON-
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
THE STANDARD SPECIFICATIONS OF THE STATE OF
5.4 ACRES
2.1 ACRES
7.5 ACRES
SP 1302-2
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
832
WATERWAY
PERMIT 1/23/15
RIGHT OF WAY 31-36
EARTH DISTURBED AREAS
SOIL PROFILES
STRUCTION.
CURRENT ADT (2013)
1
36
800-2015
ENGINEERS SEAL
ENGINEERS SEAL
1/21/15
1/17/14
11-11-14
11-11-14
MGS-1.1
MGS-2.1
MGS-4.2
MGS-5.3
PLAN PREPARED BY:
OVER 20' SPAN
FOR STRUCTURES
OVER 20' SPAN
EXCEPT STRUCTURES
FOR ENTIRE PLAN
I HEREBY APPROVE THESE PLANS AND DECLARE THAT THE
MAKING OF THIS IMPROVEMENT WILL REQUIRE THE CLOSING
TO TRAFFIC OF THE HIGHWAY AND THAT DETOURS WILL
BE PROVIDED AS INDICATED ON SHEET 1.BP-3.1 7/18/14
DATE: JUL. 2015
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
X-000000
DOE
JOHN J.
G
H
R
S N
R
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
05 MAJOR COLLECTOR (RURAL)
SIGNED:
DATE:
R I C H L A N D
Versailles
O
S
UNDERGROUND UTILITIES
JOHN J. DOE & ASSOC., INC.
CONSULTING ENGINEERS
9999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000
NO
N-F
ED
ER
AL
DA
R-12
1-(2
1.7
3)(2
2.8
3)
14
65
3N
ON
E
STRUCTURES OVER 20 FOOT SPAN
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
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
1
LOCATION MAP
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
CURRENT ADT (2013)
DESIGN YEAR ADT (2033)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
DESIGN FUNCTIONAL CLASSIFICATION:
2240
224
60%
5%
55 MPH
PROJECT DESCRIPTION
2013 SPECIFICATIONS
STANDARD CONSTRUCTION DRAWINGS
OHIO CENTRAL RAILROAD
SEPARATED CROSSING WITH THE
RECONSTRUCTION OF EXISTING
NHS PROJECT NO
WAYNE TOWNSHIP
TUSCARAWAS COUNTYLATITUDE: 40°34'20" LONGITUDE: 81°37'00"
OH
CR
Cree
k
RD.
C-94
C-73
C-46
S.39R.
C-78RD.
BOTTOM
WI
NK
LLPE E
KC
INDEX OF SHEETS:
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
15-21
* *
RE
ISTERE
D
ST
ATE OF OIO
POFE
SIONAL EGI
NEE
X-000000
SMITH
JANE C.
BP-4.1 7/19/13
BP-5.1
DM-1.1 1/18/13
DM-1.4 1/18/13
DM-4.4 7/20/12
1/20/12
7/18/14
RM-4.2
AS-1-81
CPA-1-08 7/18/08
CS-1-08 7/18/08
SBR-1-99 7/19/02
MT-96.11
MT-96.20
MT-96.26
SP 1302-3
REHABILITATION OF THE EXISTING STRUCTURE
OVER THE OHIO CENTRAL RAILROAD BY REPLACE-
MENT OF THE BRIDGE DECK AND APPROACH SLABS.
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
1.5 ACRES
0.7 ACRES
4.9 ACRES
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
THE STANDARD SPECIFICATIONS OF THE STATE OF
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
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
RIGHT OF WAY 22-28
832 1/17/14
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
1270
55 MPH
DESIGN HOURLY VOLUME (2033)
NONE REQUIRED
STA.425+71.48
END PROJECT
STA.423+45.60
BEGIN PROJECT
WATERWAY PERMIT
EARTH DISTURBED AREAS
9999 ENGLISH DRIVE
CONSULTING ENGINEERS
COMPUTERLAND, OHIO 00000
JOHN J. DOE & ASSOC., INC.
28
SOIL PROFILES
STRUCTURES OVER 20 FOOT SPAN
OVER 20 FOOT SPAN
FOR STRUCTURES
ENGINEERS SEAL
ENGINEERS SEAL
OVER 20 FOOT SPAN
EXCEPT STRUCTURES
FOR ENTIRE PLAN
DATE: JUL. 2016
800-2015 1/21/15
1/23/15
7/19/13
MGS-1.1
MGS-2.1
MGS-3.1
MGS-4.2
MGS-5.3
7/19/13
7/19/13
7/19/13
7/19/13
7/19/13
7/19/13
7/18/14
11/11/14
11/11/14
1/18/13BP-3.1 7/18/14
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
TUS-93-8.02
SIGNED:
DATE:
SIGNED:
DATE:
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIO L ENGINEER
X-000000
DOE
JOHN J.
NA
G
H
R
S N
R
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
06 MINOR COLLECTOR (RURAL)
PLAN PREPARED BY:
O
S
UNDERGROUND UTILITIES
E0
73 (3
45)
2
25
12
O
HIO
CE
NT
RA
L
R.R.
TU
S-9
3-8.0
2
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS
AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
THIS IMPROVEMENT.
STATE OF OHIO
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
1
SCALE IN MILES
0 1 2 3 4
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
3510
4880
488
55%
20%
55 MPH
APPROVED
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
STANDARD CONSTRUCTION DRAWINGS
NHS PROJECT NO
T-49
C-47
C-53
C-10
8
C-10
8
C-10
7
C49
T-154
C-47
C-44 C-44
C-10
8C-10
8
C-57 C-57
C-55C-55
T-117
C-119
Layton
Creek
Veith
C-330
C-10
8
CB-2.2 1/17/14
CB-3.1 1/18/13
CB-3.2
CB-3.4
DM-1.1 1/18/13
DM-4.4 7/20/12
F-2.1 7/19/13
F-3.1
F-3.3
F-3.4
7/19/13
7/19/13
7/18/14
7/19/13
HW-1.1 1/18/13
HW-2.1 1/18/13
HW-2.2 1/18/13
LA-1.1 10/15/10
LA-1.2 10/15/10
MH-1.1
MH-1.2
MH-3.1
RM-1.1 7/18/14
RM-4.2
RM-4.3
WQ-1.1
WQ-1.2
AS-1-81 1/18/13
ICD-1-82 7/19/02
HL-10.31
HL-20.11
HL-20.14
HL-20.21
HL-30.11
HL-30.21
HL-30.22
HL-30.31
HL-40.10
HL-50.11
HL-60.21
HL-60.31
MT-95.30
MT-102.10 7/18/14
TC-07.65 10/18/13
TC-12.30
TC-21.10
TC-21.20
TC-22.20
TC-41.10
TC-41.20
TC-41.40
TC-41.50
TC-42.10
TC-42.20
TC-51.11
TC-52.10
TC-52.20
TITLE SHEET 1
SCHEMATIC PLAN 2-3
TYPICAL SECTIONS 4-20
GENERAL NOTES
MAINTENANCE OF TRAFFIC 24-29
GENERAL SUMMARY 50-52
MISCELLANEOUS CALCULATIONS
PROJECT SITE PLAN 73
PLAN AND PROFILE - U.S.R. 30 74-83
CROSS SECTIONS - U.S.R. 30
84-112
CROSS SECTIONS - INTERCHANGE RAMPS 162-208
113-115
CROSS SECTIONS - MAINTENANCE DRIVE 209-210
PLAN AND PROFILE - SERVICE ROAD 116-117
CROSS SECTIONS - SERVICE ROAD 211-215
PLAN AND PROFILE - CONNECTOR ROAD 118-119
CROSS SECTIONS - CONNECTOR ROAD 216-218
PLAN AND PROFILE - C.R.108 120-130
CROSS SECTIONS - C.R.108
PLAN AND PROFILE - T.R.49 131-134
21-23,23A
72,72A-C
PLAN AND PROFILE - INTERCHANGE RAMPS
PLAN AND PROFILE - MAINTENANCE DRIVE
219-238, 222A
SUPERELEVATION TABLES 270-273
INTERSECTION DETAILS 274-276
GRADING DETAILS 277-278
TERMINAL DETAILS 281-283
IMPACT ATTENUATOR DETAILS
SETTLEMENT PLATFORM DETAILS & NOTES 286
UNDERDRAIN DETAILS 287-288
PREFABRICATED STRUCTURES 289-322
TRAFFIC CONTROL 323-393
LIGHTING 394-409
410-422
423-446
447-467
468-480
481-492
493-507
WYA-30-1051
WYA-30-1129 WB
WYA-30-1129 RAMP B
WYA-23-2589 L
WYA-23-1589 R
WYA-30-1603
CROSS SECTIONS - T.R.49 239-253
PLAN AND PROFILE - T.R.47 135-138
CROSS SECTIONS - T.R.47 254-269
CHANNEL CROSS SECTIONS 279-280
NONE REQUIRED
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
LIMITED ACCESS
2013 SPECIFICATIONS
PROJECT DESCRIPTION
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
20.6 ACRES
26.0 ACRES
5.4 ACRES
832
RIGHT OF WAY 508-521
SOIL PROFILE
284-285
139-161
EARTH DISTURBED AREAS
DESIGN SPEED 70 MPH
T 20%d
521
248, 279SHEETS NOT USED
DESIGN HOURLY VOLUME (2033)
DESIGN YEAR ADT (2033)
CURRENT ADT (2013)
LATITUDE: 40°50'50" LONGITUDE: 83°19'35"
* *
RE
ISTERE
D
ST
ATE OF OIO
POFE
SIONAL ENGINEE
X-000000
SMITH
JANE C.
1/23/15
WATERWAY PERMIT
6/02/14
GEOTECHNICAL REPORT
7/18/14
11/11/14
ENGINEERS SEAL
OVER 20 FOOT
EXCEPT STRUCTURES
FOR ENTIRE PLAN
1/21/15
1/17/14
800-2015MGS-1.1
MGS-2.1
MGS-3.1
MGS-4.2
MGS-5.3
MGS-6.1
7/19/13
7/19/13 6/4/14
7/18/14
7/19/13
7/19/13
7/19/13
1/18/13
1/18/13
1/18/13
1/18/13
1/18/13
1/18/13
1/18/13
1/16/15
1/17/14
1/17/14
1/17/14
1/17/14
1/17/14
10/18/13
10/18/13
10/18/13
10/18/13
10/18/13
10/18/13
10/18/13
10/18/13
SPECIFICATIONS
SUPPLEMENTAL
DATE: JUL. 2015
SP 1302-4
MAINTENANCE AND SAFETY OF TRAFFIC WILL BE AS SET
FORTH ON THE PLANS AND ESTIMATES.
BP-1.1 7/28/00
CONSTRUCTION OF A 2.24 MILE CONNECTION FROM U.S.
30 TO U.S. 23, WITH A CONNECTING ROAD AT U.S. 30
AND A LIGHTED INTERCHANGE AT U.S. 23. INCLUDING
U.S. 30 WB OVER U.S.23 SB, RAMP B, AND U.S. 23 UNDER
OVER LITTLE TYMOCHTEE CREEK; RECONSTRUCTION OF
VARIOUS LOCAL ROADS; AND INSTALLATION OF NECESSARY
TRAFFIC CONTROL DEVICES.
OF THE OHIO REVISED CODE.
THIS IMPROVEMENT IS ESPECIALLY DESIGNED FOR THROUGH
HIGHWAY OR FREEWAY BY ACTION OF THE DIRECTOR IN
ACCORDANCE WITH THE PROVISIONS OF SECTION 5511.02
TRAFFIC AND HAS BEEN DECLARED A LIMITED ACCESS
THE STANDARD SPECIFICATIONS OF THE STATE OF
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE
THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT AS
NOTED ON SHEET 25, AND THAT PROVISIONS FOR THE
INDEX OF SHEETS:
SALEM TOWNSHIP
WYA-30-9.11
WYANDOT COUNTY
DEPARTMENT OF TRANSPORTATION
STA.599+35.97
END PROJECT
STA.481+00.00
BEGIN PROJECT
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
CONSTRUCTION OF STRUCTURES U.S. 30 UNDER T.R. 49,
C.R. 47: REPLACEMENT OF STRUCTURES U.S. 23 NB AND SB
1/16/15
1/16/15
1/16/15
1/16/15
1/16/15
1/16/15
1/16/15
1/17/14
7/19/13
1/17/14
7/18/14
SIGNED:
DATE:
G
H
R
S
R
06 FREEWAY (RURAL)
PROVISIONS
SPECIAL
53
67
199
53
30 30
182
23
23
67 53
199
23
T-10
2
T-10
3T-10
3T-10
3
Little
T-10
3
Ty
mochtee
T-42
T-44T-10
3T-10
3
T-10
4
C-42
Browns
Run
Wyandot
LovellT-42C-42
County
Airport
T-112
T-37
T-42
T-12
2T-12
2
Rock
C-50
C-12
1
C-50
C47
T-51
C-12
1
C-110
C-111
T-12
1
C-330
SANDUSKY
C-110
C-56
Sand
usky
T-55
T-60
C-60
Ditch
UPPER
PLAN PREPARED BY:
O
S
UNDERGROUND UTILITIES
COMPUTERLAND, OHIO 00000
9999 ENGLISH DRIVE
CONSULTING ENGINEERS
JOHN J. DOE & ASSOC., INC.
11/11/14
ENGINEERS SEAL
OVER 20 FOOT
FOR STRUCTURES
SIGNED:
DATE:
* *
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
X-000000
DOE
JOHN J.
E0
43 (18
4)
2
34
36
NO
NE
WY
A-3
0-9.1
1
STRUCTURES OVER 20 FOOT SPAN:
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
N
1
LOCATION MAP
SCALE IN MILES
0 1 2 3 4
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
INDEX OF SHEETS:
PROJECT DESCRIPTION
LOR-2-0.00 AND VARIOUS
ERI-2-30.51 AND VARIOUS
ERIE AND LORAIN COUNTIES
VERMILION TOWNSHIP
BROWNHELM TOWNSHIP
CITY OF VERMILION
LATITUDE: 41°24'10" LONGITUDE: 82°18'40"
Sherod
Cr
Edison
RD.
NS
NS (AMTRAK)
ili
END PROJECT
LIMITED ACCESS
2013 SPECIFICATIONS
SIGNED:
DATE:
SIGNED:
DATE:
* *
RE
ISTERE
D
ST
ATE OF OHIO
POFE
SIONAL EGI
NEE
X-000000
SMITH
JANE C.
STANDARD CONSTRUCTION DRAWINGSSUPPLEMENTAL
SPECIFICATIONS
TITLE SHEET 1
SCHEMATIC PLAN 2-3
TYPICAL SECTIONS 4-9
GENERAL NOTES
MAINTENANCE OF TRAFFIC
GENERAL SUMMARY 60-62
SUBSUMMARIES:
63
74-80
81
82-83
84-85
PROJECT SITE PLAN 89-90
PLAN AND PROFILE - S.R.2 91-108
CROSS SECTIONS - S.R.2
SIDE APPROACHES:
123-128
10-15
CALCULATIONS:
109-122
129-132
133-134
135-136
137-138
139
140-141
142-143
DETAILS:
PAVEMENT JOINT REPAIR 144-146
SHRP PAVEMENT REPAIR
PIER PROTECTION 155-156
APPROACH SLABS 157-158
159-166
167
168
170-171
172-179
180-185
TRAFFIC CONTROL 186-205
CONCRETE SHOULDER
MEDIAN CROSSOVER
DRAINAGE
SUPERELEVATION TABLES
PREFABRICATED STRUCTURES
206-214
LOR-2-9806 215-223
LOR-2-1070 224-233
BP-1.1 7/28/00
BP-2.1 7/19/13
BP-2.2 7/18/08
BP-2.3 7/18/14
BP-2.5 7/19/13
BP-3.1 7/18/14
BP-6.1 7/19/13
CB-1.1 1/18/13
CB-2.2 1/17/14
CB-3.1 1/18/13
CB-3.2
DM-1.1 1/18/13
DM-4.4 7/20/12
7/19/13
7/19/13
7/18/14
1/18/13
7/19/13
7/19/13
7/19/13
RM-4.2
RM-4.3 7/18/14
RM-4.4 7/18/14
AS-1-81 1/18/13
EXJ-4-87 7/19/02
RB-1-55
HL-10.13
HL-20.14
HL-30.11
HL-30.21
HL-30.31
HL-30.32
HL-40.10
MT-95.30
MT-95.31
MT-96.11 7/18/14
MT-96.20 7/19/13
MT-96.26
7/19/13
TC-18.24 1/17/14
TC-22.20 1/17/14
TC-41.10 7/19/13
TC-41.20 10/18/13
TC-41.40
TC-41.50
TC-42.10
TC-42.20
TC-51.11 1/17/14
TC-52.10 10/18/13
TC-52.20 7/18/14
TC-65.10 1/17/14
TC-65.11 7/18/14
TC-72.20 7/18/14
TC-82.10 10/18/13
SEEDING
SEEDING
RAMPS - VERMILLION INTERCHANGE
RAMPS - REST AREA
JOINT SEALING
PAVEMENT GRINDING
JOINT REPAIR
DRAINAGE
GUARDRAL
16-59, 59A
64
65-66
LOR-2-1511 234-242
243-251
LOR-2-2621 252-261
LOR-2-3331 262-267
RAMPS - BAUMHART INTERCHANGE
WEST RIVER ROAD
VERMILLION ROAD
SUNNYSIDE ROAD
VERMILLION INTERCHANGE ROAD
CLAUS ROAD
CURB REMOVAL & SHOULDER REPLACEMENT
LOR-2-3001
LOR-2-2231
147-154, 154A
169, 169A
EXCEPTIONS SEE SHEETS 2 AND 3
FOR DESIGN DESIGNATION AND DESIGN
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE
THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT FOR
THE RAMPS AND SIDE ROADS AS DESCRIBED ON SHEETS
16 & 17 AND AS SHOWN ON SHEETS 19-22, AND THAT
PROVISIONS FOR THE MAINTENANCE AND SAFETY OF
TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND
ESTIMATES.
DATE DISTRICT DEPUTY DIRECTOR
APPROVED
APPROVED
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
PROJECT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
9.5 ACRES
2.6 ACRES
12.1 ACRES
832
MT-99.20
BEGIN PROJECT
STA. 1610+92.00
WEIGH-IN-MOTION DETAILS
EARTH DISTURBED AREAS
9999 ENGLISH DRIVE
CONSULTING ENGINEERS
COMPUTERLAND, OHIO 00000
JOHN J. DOE & ASSOC., INC.
267
SOIL PROFILES
TRAFFIC CONTROL 186-205
SHEETS NOT USED 67-73, 86-88
1/23/14
WATERWAY PERMIT
7/18/14
7/18/14
DATE: JUL. 2015
SP 1302-5
REHABILITATION OF 1.72 MILES OF EXISTING PAVEMENT
AND SHOULDERS FOR ONGOING RESEARCH PROJECTS
INCLUDING THE INSTALLATION OF WEIGH-IN-MOTION
INSTRUMENTATION AND THE REHABILITATION OF BRIDGES
UNDER WEST REIVER ROAD, VERMILION ROAD, VERMILION
INTERCHANGE ROAD, SUNNYSIDE ROAD AND CLAUS ROAD
AND OVER THE VERMILION RIVER AND BAUMHART ROAD.
ENGINEERS SEAL ENGINEERS SEAL
20' & UNDER
FOR STRUCTURES
OVER 20'
EXCEPT STRUCTURES
FOR ENTIRE PLAN
11-11-14 11-11-14
PROVISIONS
SPECIAL
10/18/13
10/18/13
10/18/13
10/18/13
7/19/13
MGS-1.1
MGS-2.1
MGS-3.1
MGS-4.2
MGS-5.3
1/16/15
1/17/14
1/17/14
1/17/14
1/17/14
MGS-3.2
MGS-6.1
1/18/13
7/19/13
1/21/15
1/17/14
800-2015
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.
1/16/15
1/16/15
6/4/14
REGISTERE
D
ST
ATE OF OHIO
PR
OFE
SSIONAL ENGINEER
G
R
S N
R
X-000000
DOE
JOHN J.
* *
See Schematic Plan, Sheet Nos. 2 & 3.
NOTE: For Suspend/Resume Project Locations,
B R O W N H E L M
Vermilion
6
2
60
6
2
8090
C-14
RD.
DARROW
R
N
Riv
er
C-1
NORTH RI
DGERD.
C-68
TRINTERRD.
C-70C-
1 MI
VE
LIO
Axtel
DARRO
W
RD.
C-13
MASON
Riv
er
C-13
e
C-1
mVr
RD.
C-51
RD.
C-70
RD.
C-102
PORTMAN
C-34
on
R
iv
RD.
C-70
RD.
er
BA
UM
HA
RT
BA
UM
HA
RT
C-51
C-1
RD.
C-51
NORTHRI
DGE
Quarry
Cre
ek
Vermilio
n
STA. 181+46.00
RAIL
RO
AD IN
VO
LV
EM
EN
T
E115 (2
18)
ERI-2-3
0.5
1
AN
D
VA
RIO
US
2
02
83
LO
R-2-0.0
0
AN
D
VA
RIO
US
NO
NE
O
S
UNDERGROUND UTILITIES
PLAN PREPARED BY:
STRUCTURES OVER 20 FOOT SPAN
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 (2
12)
LATITUDE: 40°59'10" LONGITUDE: 82°51'10"
2013 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
0.6 ACRES
4.9 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
CONSULTING ENGINEERS
COMPUTERLAND, OHIO 00000
JOHN J. DOE & ASSOC., INC.
SOIL PROFILES
DATE: JUL. 2016
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
800-2015 1/21/15
1/17/14
BP-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
1/23/15
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
RD.
ST
EV
EN
S
RD.
MA
RS
H
DIC
KS
ON
RD.
WYNN
McCONNELLSW
AB
RD.
HEETRICH
LUTZ
T-73
HO
NE
YC
RE
EK
A.C. & Y.
R.R.
YOUNG RD.
BA
KE
R
MA
RS
H
RD.
AU
BU
RN
BO
UN
DA
RY
DO
NN
EN
WIR
TH
SHEETZ
T-209
CRAWFORD-HURON COUNTY
LINE RD.
CH
AP
EL
RD.
SCOTT RD.
CREEK
BR
OKE
NK
NIF
E
CRAWFORD-SENECA LINE RD.
ALBAUGH RD.
Mc
CA
RT
HY
* *
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
2
49
88
O
S
UNDERGROUND UTILITIES
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.
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CRA-C.R.31
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
T
PID
NO.
N
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
LEGAL SPEED
DESIGN EXCEPTIONS
DESIGN FUNCTIONAL CLASSIFICATION:
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
2300
3150
315
55%
3%
55 MPH
55 MPH
STANDARD CONSTRUCTION DRAWINGS
PROVISIONS
SPECIAL
SUPPLEMENTAL
CRAWFORD COUNTY
CRANBERRY TOWNSHIP
FOR PART 1, SEE CRA-C.R. 6-1.61 (BOUNDARY RD.)
* *
RE
ISTERE
D
ST
ATE OF OHIO
POFE
SIONAL EGI
NEE
SEE PART 1
SEE PART 1
Cree
k
CRAWFORD- HURON COUNTY
C-6
SCOTTSCOTTRD.
NHS PROJECT NO
SEE PART 135
PROJECT DESCRIPTION
LATITUDE: 40°58'50" LONGITUDE: 82°50'40"
FE
DE
RA
L P
ROJE
CT
NO.
2013 SPECIFICATIONS
E
O2
5 (3
19)
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
SP 1302-6(b)
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 6.
3.5 ACRES
0.9 ACRES
4.9 ACRES
APPROVED
APPROVED
APPROVED
APPROVED
APPROVED
DATE CRAWFORD COUNTY COMMISSIONER
DATE CRAWFORD COUNTY COMMISSIONER
DATE DISTRICT DEPUTY DIRECTOR
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
RIGHT OF WAY 27-35
SOIL PROFILES
(SCOTT RD.) PART 2
SPECIFICATIONS
EARTH DISTURBED AREAS
PLAN PREPARED BY:
DATE: JUL. 2016
DATE ENGINEER, CRAWFORD COUNTYENGINEERS SEAL:
SIGNED:
DATE:
X-000000
DOE
JOHN J.
11/11/14
G
R
S N
R
JOHN J. DOE & ASSOC., INC.
CONSULTING ENGINEERS
9999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000
NONE REQUIRED
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
NNE
NWIR
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
INDEX OF SHEETS:
07 LOCAL ROAD (RURAL)
24
98
8N
ON
E(S
CO
TT
RD.) P
AR
T
2
O
S
UNDERGROUND UTILITIES
CR
A-
C.R.
31
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.
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS
AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
THIS IMPROVEMENT.
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
DE
L-2
57-8.3
7
9370
8
N
NO
NE
MA
R-2
57-0.0
0
1
11
SP 1302-7DATE: JUL. 2016
STATEOFOHIO
PR
OFESSIONALENGIN
EER
REGISTERED
X-000000DOEJ
JOHN
BERLIN
CONCORD
DELAWARE
SCIOTO
THOMPSON
RADNOR
TROY
OXFORD
BROWN
PROSPECT
MARION COUNTYDELAWARE COUNTY
C
OU
NT
Y
MO
RR
OW
36
2331525774542
4225736
36
37
37
257
203
521
42
23
229
2347
203257
4 DEPARTMENT OF TRANSPORTATION
STATE OF OHIO
DEL-257-8.37
CURRENT ADT (2012)
DESIGN YEAR ADT (2024)
DESIGN HOURLY VOLUME (2024)
SIGNED:
DATE:
EARTH DISTURBED AREA:
N/A*
N/A*
N/A*
LATITUDE: 40° 20' 20" LONGITUDE: 83° 10' 47"
NOTICE OF INTENT EARTH DISTURBED AREA
EST. CONTRACTOR EARTH DISTURBED AREA
PROJECT EARTH DISTURBED AREA
* MAINTENANCE PROJECT
DISTRICT DEPUTY DIRECTOR
2013 SPECIFICATIONS
MAR-257-0.00
1 2 3 4
55
60
4%
50%
78
1,869
1,762
35/55
60
9%
50%
36
862
813
-
-
-
10/18/13
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
0
SCALE IN MILES
APPROVED
DATE
APPROVED
DATE
TITLE
TYPICAL DETAILS
GENERAL NOTES
MAINTENANCE OF TRAFFIC NOTES
GENERAL SUMMARY
PLAN SUBSUMMARY
PAVEMENT MARKING SUBSUMMARY
RPM SUBSUMMARY
1
3
5
7
8
9
10
11
2
4
6
SPOT PAVEMENT REPAIRS ON SR-257 IN DELAWARE
COUNTY BETWEEN SLM 8.37 (US-42/SR-745) AND SLM
14.26 (SR-37).
6' WIDE CONTINUOUS SLOT PAVING ON OUTSIDE EDGE
OF SR-257 BEGINNING AT SLM 14.26 (SR-37) IN DELAWARE
COUNTY AND ENDING AT SR-47 IN MARION COUNTY
(SLM 0.66).
STANDARD CONSTRUCTION DRAWINGSSPECIFICATIONS
SUPPLEMENTAL
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
821
832
1/21/15
04/20/12
1/17/14
10/18/13
10/18/13
7/18/14
1/17/14
7/18/14
1/17/14
10/18/13
7/18/14
7/18/14
7/19/13
COMPUTERLAND, OHIO 00000
9999 ENGLISH DRIVE
CONSULTING ENGINEERS
JOHN J. DOE & ASSOC., INC.
BEGIN LOCATION 1
SLM 8.37
BEGIN LOCATION 3
SLM 0.00
END PROJECT
SLM 0.66
BEGIN LOCATION 2
SLM 14.26
VILLAGE OF PROSPECT
CONCORD AND SCIOTO TOWNSHIPS
THOMPSON AND PROSPECT TOWNSHIPS
DELAWARE AND MARION COUNTIES
PLAN PREPARED BY:
01/21/11
.
ENGINEERS SEAL
7/18/14
7/19/13
800-2015
DESIGN EXCEPTIONS
NONE REQUIRED
DEL-257-8.37 MAR-257-0.00
DEL-257-8.37: 05 MAJOR COLLECTOR (RURAL)
MAR-257-0.00: 06 MINOR COLLECTOR (RURAL)
PROVISIONS
SPECIAL
MAR-257-0.00
MAR-257-0.00
DEL-257-8.37
DEL-257-8.37
PROJECT DESCRIPTION
INDEX OF SHEETS:
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
FEDERAL ROUTES
STATE ROUTES
DESIGN DESIGNATION
LOCATION MAP
TRANSPORTATION
DIRECTOR, DEPARTMENT OF
O
S
UNDERGROUND UTILITIES
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
THE STANDARD SPECIFICATIONS OF THE STATE OF
THIS IMPROVEMENT.
AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
DISTRICT DEPUTY DIRECTOR
DATE:
JOHN J. DOE & ASSOCIATES
CONSULTING ENGINEERS
999 ENGLISH DRIVE
COMPUTERLAND, OHIO 00000 DATE:
MT-95.30 07/18/14 MT-105.10 07/19/13 TC-41.20 10/18/13 800-2015 1/15/2015
MT-95.31 07/18/14 TC-72.20 07/18/14 832 1/17/2014
MT-95.32 07/18/14
MT-95.50 07/19/13
MT-98.10 07/18/14
MT-98.11 07/18/14
MT-98.20 07/18/14
MT-98.22 07/18/14
MT-98.28 07/18/14
MT-99.20 07/19/13
PLANS PREPARED BY:
APPROVED:
APPROVED:
NONE
DIRECTOR, DEPARTMENT OF TRANSPORTATION
SPECIAL
PROVISIONS
STATE OF OHIO, DEPARTMENT OF TRANSPORTATION
_ _ _ _ _
FEDERAL PROJECT NUMBER: 100% STATE
PID NO:
13-_ _ _ _CONSTRUCTION PROJECT NUMBER:
D04-PMF-FY13FAST DRY PAVEMENT MARKINGS
STANDARD CONSTRUCTION DRAWINGSSUPPLEMENTAL
SPECIFICATIONS
CHECKED BY: _JKL__ PAGE 1 OF _20_
PIC-4
6-12.0
1
ProfileGrade
TYPICAL FILL SECTION
TYPICAL CUT SECTION
4:1
BASE AND
SUBBASE STEP DETAIL
0.40 GAL./SQ. YD.)
(SEE RESPECTIVE MAINTENANCE OF TRAFFIC DETAILS)
10
9
8
5
4
3
2
1
12
13
14
6
7
15
11
16
B
A
11AB7 5
VariesVariesVaries
0.016 0.016 0.04 0.080.06
0.08
Varies
FOR DETAILS OF PAVEMENT FOR MAINTAINING
SECTION, BELOW
SEE NORMAL
| Construction
Profile
Grade
SECTION, BELOW
SEE NORMAL
B
A
C
D
Unless otherwise shown on Cross Sections
see cross sections.
and adjacent to Structure PIC-46-1209;
areas at extreme ends of pavement work
Foreslope may vary in pavement transition
0.04 Min., 0.08 Desirable
2" (Typ.)
Shoulder
10'
4"
6"
AA
A
D
B
C
4' 2'
4'
4:12:1
8'
12.0'
10.0'
0.060.08
6:1
7 5913
10
Rndg.
Rndg.
1' Min.
Rndg.
1 6 2 12 3 4 7 11 9 13
10
D
C
B
0.080.060.0160.016
12.0'12.0'
8'
Rndg.
| Construction
FOR DETAILS OF PAVEMENT FOR MAINTAINING
Over
5'
less
5' or
Rndg.
4'
3:12:1
2'
4'
Rndg.
1.5'
Min.
6:1
ITEM 605 - 6" SHALLOW PIPE UNDERDRAINS
ITEM 442 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE COURSE,
ITEM 304 - 6" AGGREGATE BASE
ITEM 304 - 8" AGGREGATE BASE
ITEM 408 - PRIME COAT (APPLIED AT A RATE OF
ITEM 605 - AGGREGATE DRAINS
ITEM 606 - GUARDRAIL, TYPE 5
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING
ITEM 526 - REINFORCED CONCRETE APPROACH SLABS (T=15")
3" ` ASPHALT CONCRETE
8" ` CONCRETE PAVEMENT
Sta. 634+00.00 to Sta. 635+75.00
Sta. 635+75.00 to Sta. 642+81.37
Sta. 638+22.44 to Sta. 640+48.86
SP 1304-1(a)
ITEM 301 - 5" ASPHALT CONCRETE BASE, PG64-22
TY
PIC
AL
SE
CTIO
NS -
U.S.
46
NORMAL SECTION - U.S. 46
NORMAL SECTION - U.S. 46
8
14.0'
12.0'
10.0'
23.0'
14.0'
is required.
6:1 or flatter. 4' Rounding when guardrail
No rounding is required when foreslope is
ITEM 206 - LIME STABILIZED SUBGRADE, 18 INCHES DEEP
3.5' to 10.0' 10.8' to 12.0' 10.9' to 12.0' 4.0' to 10.0'
DATE: JULY 2016
3
86
19mm, Type A (448)
LEGEND
TYPE A (448)
ITEM 442 - 1•" ASPHALT CONCRETE SURFACE COURSE, 12.5mm,
TRAFFIC (TO REMAIN IN PLACE), SEE RESPECTIVE
MAINTENANCE OF TRAFFIC, SHEETS 8-19.
TRAFFIC (TO REMAIN IN PLACE), SEE RESPECTIVE
MAINTENANCE OF TRAFFIC, SHEETS 8-19.
ITEM 407 - TACK COAT
NOT USED
ITEM 615 - PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN
PIC-4
6-12.0
1
86
4
11 91243762157
B
D
C
10.0'12.0'12.0'10.0'
0.08 0.040.08
FOR DETAILS OF PAVEMENT FOR MAINTAINING
TRAFFIC (TO REMAIN IN PLACE), SEE RESPECT-
IVE MAINTENANCE OF TRAFFIC, SHEETS 8-19.
SEE NORMAL
SECTION, SHEET 3
| Construction
Profile
Grade
SECTION, SHEET 3
SEE NORMAL
0.010 or less0.060.08
10' Shoulder Maximum 7% break @
edge of pavement
SHOULDER DETAIL
For pavement slopes of 0.010 or less
More than 0.010A
10' Shoulder
0.060.08
For pavement slopes of more than 0.010
SHOULDER DETAIL
Same slope as pavement
Or pavement slope whichever is greater
sections see shoulder details, this sheet.
For high side shoulder slopes on superelevated
0.04 Min., 0.08 Desirable
G
F
EB
A
C
D
SEE INTERSECTION DETAIL, SHEET 39.
98751243762157
E
F
G
C
G
F
E
F
G
E E
F
G
B
D
0.080.060.08
10.0' 12.0' 12.0' 10.0'
12.0'
Varies
18.0'18.0'
Varies
12.0'
| Construction
SEE NORMAL
SECTION, SHEET 3
Profile Grade
SEE NORMAL
SECTION, SHEET 3
Sta. 649+00.00 to Sta. 651+45.03
Sta. 651+45.03 to Sta. 654+75.03
Sta. 654+75.03 to Sta. 658+77.85
SP 1304-1(b)
TY
PIC
AL
SE
CTIO
NS -
U.S.
46
SUPERELEVATED SECTION - U.S. 46
Sta. 642+81.37 to Sta. 649+00.00
SUPERELEVATED SECTION - U.S. 46
8
8
2.5'
Varies 12.0' to 18.0'
10.0' to 12.0' 10.0' to 12.0'
Varies 12.0' to 18.0'
0.08 max
0.08 max
DATE: JULY 2016
FOR PAVEMENT LEGEND, SEE SHEET 3.
FOR BASE AND SUBBASE STEP DETAIL, SEE SHEET 3.
DETAIL ON SHEET 39.
STA. 656+57.63 TO STA. 658+77.85, SEE INTERSECTION
GR
E-4
4-9.0
0
71
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
A
B
C
D
ITEM 441 - 1‚" Asphalt Concrete Surface Course,
ITEM 441 - 1ƒ" Asphalt Concrete Intermediate Course,
(See Note "A")
ITEM 254 - Pavement Planing, Asphalt Concrete
ITEM 441 - 0" Min. Asphalt Concrete Intermediate Course,
ITEM 301 - 5" Asphalt Concrete Base, PG64-22
ITEM 301 - 6" Asphalt Concrete Base, PG64-22
ITEM 304 - 6" Aggregate Base
ITEM 408 - Prime Coat (Applied at the Rate
of 0.4 gal/sq. yd.)
ITEM 608 - 4" 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, Type 5
5"` Asphalt Concrete
5"` Waterbound Macadam
4"` Asphalt Concrete
6"` Dense Asphalt Macadam Base
of the CMS. For estimating purposes, pavement
calculations included in the plan indicate an average
width of 1 ft. of existing pavement being replaced.
ITEM 441, Asphalt Concrete Intermediate Course, Type 1,
a 0.016 cross slope. Estimated quantities have been
NOTE "C"
NOTE "D"
NOTE "B"NOTE "A"
NORMAL SECTION - S.R. 106
3 8 1 D 7 15 6 9 12
10(Typ.)
See Note "B"
14 11 14
See Note
"D"GradeProfile
| Construction
0.08
6:10.020.04
10'`
20.0'
0.016
C81576912
10
11
2.5'
(Typ.)
14 2
See Note
"D"
Rndg.Rndg.
(Typ.)
20.0'
0.08
6:1 0.02
GUARDRAIL DETAIL - S.R. 106
E/
P
16
13
A
0.04
0.08
2:1
2:1
Rndg.
Rndg.
Rndg.
SECTION APPLIES :
A Unless otherwise shown on the cross sections
2:1 2:1
Rndg.
Rndg.Rndg.
A B 8 2 8 4 7 9
5
15
10
13
(Typ.)
See Note "B"
4:1
0.016 0.04 0.08
12.0'
E/
P
Grade
Profile
LEGEND
13
6:1
4'
8' Rndg.
3:1
4'
Rndg.
(Typ.)
2.5'
184975
10 15
0.0160.040.08
12.0'
E/
P
| Construction
ITEM 605 - 6" Shallow Pipe Underdrains
Sta. 621+35 to Sta. 640+50
Sta. 300+00 to Sta. 318+50
0.016
NORMAL SECTION - U.S. 44
TY
PIC
AL
SE
CTIO
NS -
U.S.
44
AN
D
S.R.
10
6
8.0'
6.0'
4.0'
4.0'
2.0'
4.0'
4.0'
2.0'
4.0'4.0'
22.0'
8.0'
4.0'
8.0' Rndg.
0.5' (Typ.)
0.4' (Typ.)
10.0'`10.0'`
8.0'
4.0'
1.0'
2.0' 6.0'
4.0' 4.0'
10.0'`
2.0'4.0'6.0'
Sta. 635+50 to Sta. 637+75 Rt.
Type 1, (448) PG64-22
Type 2, (448)
Type 1, (448) (See Note "C")
(448), is to be used as a leveling course to establish
calculated based on exaggerated cross-sections
shown on sheets 51-58.
ITEM 441, Asphalt Concrete Surface Course, Type 1,
(448) PG64-22, is to be ‚" above gutter plate.
SP 1304-2DATE: JULY 2016
ITEM 407 - Tack Coat
Pavement planing shall be a constant depth of
1" at the | of construction with a uniform cross
slope of 0.016 established. Maximum depth of
planing at the outside edges of existing pave-
ment has been calculated to be 2•".
The existing pavement edges shall be saw cut to
locate a sound pavement edge per sec. 203.04(f)
SE
N-8
8-5.3
5
72
4
TY
PIC
AL
SE
CTIO
NS - S.R.
88
AN
D
S.R.
10
2
ITEM 441 - 1‚" Asphalt Concrete Surface Course,
ITEM 441 - 1ƒ" Asphalt Concrete Intermediate Course,
ITEM 305 - 9" Concrete Base, As Per Plan
ITEM 304 - 6" Aggregate Base
ITEM 254 - Pavement Planing, Asphalt Concrete (Max. Depth=3")
ITEM 301 - 9" Asphalt Concrete Base, PG64-22
ITEM 304 - 9" Aggregate Base
LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
ITEM 301 - 4" Asphalt Concrete Base, PG64-22
ITEM 304 - Aggregate Base, Depth as shown
ITEM 408 - Prime Coat (Applied At The Rate Of
0.4 Gal/Sq. Yd.)
ITEM 609 - Curb, Type 6
ITEM 660 - Sodding Unstaked
ITEM 605 - 6" Shallow Pipe Underdrains
ITEM 204 - Subgrade Compaction
ITEM 609 - Curb, Type 2-B
12" ` Asphalt
8" ` Subbase
Curb & Gutter
4" Concrete Sidewalk
3" ` Asphalt
9" ` Reinforced Concrete
6" ` Subbase
10" ` Asphalt
4" ` SubbaseJ
H
G
F
E
D
C
B
A
A
B
C
25'-0" From Sta. 0+84 to Sta. 3+50
Varies: 25'-0" @ Sta. 3+50 to 12'
@ Sta. 4+00
12'-0" From Sta. 0+84 to Sta. 3+50
Varies: 12'-0" @ Sta. 3+50 to 11'-0"
@ Sta. 4+00
Varies: 4' @ Sta. 3+50 to 2' @ Sta. 4+00
4:1
0.04
E/
P
0.016 to 0.024
(match existing)
2"
2.5'
13
(Typ.)
A
1512
14
10 9 8
Rndg.
Rndg. 0.080.04
`
13
14
2.5'
8
10
911 2 1
C
(match existing)
0.016 to 0.024
| Construction
Varies: E/
P
B
Profile Grade
`
NORMAL SECTION - S.R. 102
J 11 H 5
3
4C
11
14
16
13
12511GFE
11
0.016 to 0.024
(match existing)
13.0'25.0'
Saw Cut
E/
P
0.04
Saw Cut
Profile
Grade
| Construction
Type D Longitudinal
Joint Per BP-2.1
2.5'
Type D Longitudinal
Joint Per BP-2.1
(Typ.)
13
162.5'
14
3 4 15 11 C
(match existing)
0.016 to 0.0240.04
E/
P
NORMAL SECTION - S.R. 102
12
13
D
14
7 10
6C
A B E F G 11 11 1
D
E
27.0'
E/
P
5 lanes @ 11.0' (NDC=12.0') - Sta. 372+30 to Sta. 422+00
to 16.4' at 372+31.79 to 10.6' at 372+31.79
(Typ.)
2.5'
0.04
Varies Varies
0.016 to 0.024
(match existing)
Saw Cut
| Construction
NORMAL SECTION - S.R. 88
2 5 A B
C
30.0'
VariesVaries
12
2.5'
14
710
6
13
E
D
0.04
E/
P
0.016 to 0.024
(match existing)
to 16.5' at 372+31.79to 10.5' at 372+31.79
Profile Grade Saw Cut
4.0'
1.0'
4.0'
1.0'
4.0'
Varies: 25.0' to 12.0'
11.0' 11.0'
12.0' to 11.0'
1.0'
0.6'0.6'
0.3'
0.5'
4.0'4.0'
8.0'
1.0'
1.0'
2.5'
1.0'
1.0'
11.0'`11.0'`
1.0'
1.0'
2.5'
1.0'
2.5'
Varies: 27.0' to 30.0'
Type 1, (448) PG64-22
Type 2, (448)
Sta. 0+34.44 to Sta. 0+84.00
Sta. 371+30.00 to Sta. 372+30.00
Sta. 372+30.00 to Sta. 422+00.00
Sta. 0+84.00 to Sta. 4+00.00
From 15.1' at 371+30.00 From 11.9' at 371+30.00From 15.4' at 371+30.00From 11.6' at 371+30.00
SP 1304-3DATE: JULY 2016
ITEM 407 - Tack Coat
50
3
TY
PIC
AL
SE
CTIO
NS - S.R.
30
7
HO
L-3
07-16.5
4
LEGEND
1
2
3
4
5
6
7
8
9
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE COURSE,
ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE
ITEM 301 - 9" ASPHALT CONCRETE BASE, PG64-22
ITEM 304 - AGGREGATE BASE, DEPTH AS SHOWN
ITEM 609 - CURB, TYPE 6
ITEM 408 - PRIME COAT (APPLIED AT THE
RATE OF 0.4 GAL./SQ.YD.)
ITEM 606 - GUARDRAIL, TYPE 5
ITEM 659 - SEEDING AND MULCHING (SEE GENERAL NOTE)
A
B10
11
12
13
14
A
B
C
SEE PAVEMENT BUILDUP NOTE, THIS SHEET
ITEM 204 - SUBGRADE COMPACTION
ITEM 660 - SODDING UNSTAKED
ITEM 441 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE
6" ASPHALT SURFACE
9" REINFORCED CONCRETE BASE
6" MIN. CLASSIFIED EMBANKMENT BLANKET COURSE
NORMAL SECTION - S.R. 307
S.R. 307 PAVEMENT PLANING TABLES
STATION
89+00
90+00
88+50
89+75
89+25
89+50
90+75
90+25
90+50
91+00
91+75
91+25
91+50
92+00
92+75
92+25
92+50
1094.08 0.17
1094.17 0.15
1094.26 0.16
1094.34 0.19
1094.43 0.20
1094.52 0.19
1094.61 0.21
1094.69 0.20
1094.78 0.18
1094.87 0.18
1094.96 0.18
1095.04 0.17
1095.13 0.17
1095.16 0.18
1095.18 0.20
1095.21 0.23
1095.23 0.28
1095.26 0.27
93+00
93+75
94+00
95+00
93+25
93+50
94+75
94+25
94+50
95+75
95+25
95+50
96+00
96+25
96+50
1095.28 0.19
1095.32 0.20
1095.36 0.21
1095.41 0.22
1095.46 0.24
1095.51 0.28
1095.56 0.38
1095.61 0.34
1095.66 0.26
1095.71 0.17
1095.69 0.16
1095.67 0.15
1095.65 0.14
1095.63 0.15
1095.61 0.16
9
8
C
12
5 7
11
3
1
4
14
6
0.040.08
2:1
1.5'
E/
P
Rndg.
GUARDRAIL SECTION
and/or AsphaltLot GravelExisting Parking
10
5 13
12
5
14
6
7
3
11
4
12
10.0'
0.040.04
(NDC=10')
(Typ.)
(Typ.)
PROFILE GRADE
NORMAL SECTION - S.R. 307
1 2 A B C 612
4
3
11
7
6
14 12
5
C
12.0'
0.016 0.0160.04
0.08
4:1
12.0' Rndg.
1.5'
(NDC=10')
9
Rndg.
| Construction
12 14
5 E
3
11
4
7
D
15
12
CC
9
1.5'
1.5'
0.08 0.04
Rndg.
Rndg.
12.0'
(Typ.)
0.016
1 2 A
3:1
(NDC=10')
12
3
4
6
C
CB
0.016
12.0'
PROFILE GRADE
1.5'
D 6 14 12 13 5
10F
C
10.0'
0.040.04
1.5'
(NDC=10')
| Construction
(Typ.)
and/or AsphaltLot GravelParkingExisting
5E117
CURB & GUTTER (TO BE REMOVED)
ROADWAY DRAINAGE, 12" (TO BE REMOVED)
CURB (TO BE REMOVED)
D
E
F
NOTES
A
B
C
STA. 88+75 TO STA. 91+25 AND
STA. 95+25 TO STA. 96+27.25
ITEM 605 - 6" BASE PIPE UNDERDRAINS
SP 1304-4
STA. 88+75.00 TO STA. 90+15.00
STA. 93+75 TO STA. 95+25 (Lt.)
4.5' 8.0'
0.7'
4.0'
0.5'
STA. 90+15.00 TO STA. 96+45.00
0.5'
1.0'
0.7'
0.5'
4.0'
4.0'
4.5'
8.0' 8.0' 1.5'
1.5'
1.0'
8.0'
0.5'
0.7'
4.0'
4.0'
8.0'
4.5'
0.5'
DATE: JULY 2016
88+75
ELEVATION
PROFILE
PROPOSED
(FEET) @ |
DEPTH
PLANING
STATION
ELEVATION
PROFILE
PROPOSED
(FEET) @ |
DEPTH
PLANING
ITEM 441 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE 2, (448)
IN AN EFFORT TO REMOVE EXISTING PARABOLIC CROWN AND
ESTABLISH A SMOOTH AND CONSISTENT PROFILE THROUGHOUT
THE PROJECT, THE PAVEMENT SHALL BE PLANED TO A DEPTH
INDICATED IN THE PAVEMENT PLANING TABLE ON THIS SHEET.
A 0.016 NORMAL CROSS SLOPE SHALL BE ESTABLISHED FROM
THE CENTERLINE TO THE EXISTING EDGE OF PAVEMENT.
THE PAVEMENT BUILD-UP WHEN ADJOINING AN EXISTING ASPHALT
PAVEMENT SHALL BE AS FOLLOWS:
ITEM 408 - PRIME COAT @ 0.4 GAL./SQ. YD.
ITEM 304 - 8" AGGREGATE BASE
THE PAVEMENT BUILD-UP WHEN ADJOINING AN EXISTING GRAVEL
OR SLAG PARKING AREA SHALL BE AS FOLLOWS:
ITEM 304 - 11" AGGREGATE BASE
S.R. 307 - THE CROWN SHALL BE WORKED OUT OF THE PAVEMENT BETWEEN
STA. 92+57.25 AND STA. 92+97.25.
- THE PAVEMENT BETWEEN STA. 92+97.25 AND STA. 94+02.25
SHALL BE BUILT WITHOUT CROWN.
- THE CROWN SHALL BE WORKED INTO THE PAVEMENT BETWEEN
STA. 94+02.25 AND STA. 94+42.25.
TYPE 1, (448) PG64-22
COURSE, TYPE 2, (448)
C 1.5' C1.5' C 1.5'
ITEM 407 - TACK COAT
ITEM 441 - 1‚" ASPHALT CONCRETE SURFACE COURSE,
TYPE 1, (448) PG64-22
UNCLASSIFIED UNDERDRAIN LIMITS:
GU
E-3
89-17.6
3
3
167
TY
PIC
AL
SE
CTIO
NS - S.R.
38
9
ITEM 441 - 1‚" ASPHALT CONCRETE SURFACE1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A
B
ITEM 441 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE
ITEM 301 - 10" ASPHALT CONCRETE BASE, PG64-22
ITEM 304 - 6" AGGREGATE BASE
ITEM 204 - SUBGRADE COMPACTION
ITEM 605 - 6" SHALLOW PIPE UNDERDRAINS
ITEM 609 - COMBINATION CURB AND GUTTER, TYPE 2,
ITEM 606 - GUARDRAIL, TYPE 5
ITEM 659 - SEEDING AND MULCHING
ITEM 608 - 4" CONCRETE WALK
AS PER PLAN (SEE SHEET 9)
ITEM 408 - PRIME COAT (APPLIED AT THE RATE
ITEM 660 - SODDING UNSTAKED
3" ` ASPHALT PAVEMENT OVER 10" `
8" ` DENSE ASPHALT
AGGREGATE SUBBASE
LEGEND
NOTES:
A
B
C
D
E
F
WIDTH VARIES FROM 34'-0" @ STA. 129+50
TO 22'-0" @ STA. 130+00 DUE TO RIGHT
TURN LANE TAPER FROM 12' TO 0'
WIDTH VARIES FROM 34'-0" @ STA. 124+60
TO 22'-0" @ STA. 130+00 DUE TO RIGHT
THRU LANE TAPER FROM 12' TO 0'
PAVEMENT WIDTH VARIES FROM 18'-0",
EXCEPT IN AREAS OF GUARDRAIL SECTIONS,
PIPE UNDERDRAINS SHALL BE LOCATED
IMMEDIATELY BEHIND THE CURB.
LT. & RT. @ STA. 130+00 TO 16'-0" LT.
AND 8'-0", RT. @ STA. 133+00 DUE TO
LEFT TURN LANE TRANSITION
OR PAVEMENT SLOPE, IF GREATER
ITEM 441, ASPHALT CONCRETE SURFACE
D
B 11 12 A 1
2
3
12
4
5
13
7 6
15F
CC
0.0161.1' 0.04
2.5'
0.08
VARIES
VARIES
0.016
VARIES
TRANSITION PAVEMENT CROWN TO
MEET EXISTING CROWN BETWEEN
130+00 AND 133+00 SEE SHT. 15
FOR DETAILS
| CONSTRUCTION
PROPOSED CROWN
EXISTING CROWN
WIDENING AND RESURFACING - S.R. 389
RDNG.
NORMAL SECTION - S.R. 389
SUPERELEVATED SECTION - S.R. 389
9 10
8
15
6
7
10'
E/
P
0.020.04
2.5'
0.04
SEE
NORMAL SE
CTION
SEE DETAIL "A"
RDNG.
1 2 12 3 13 4 5
F
BA
PROFILE GRADE
0.060 max
34.0'34.0'
(Typ.)
| CONSTRUCTION
15
Pavement Slope
RDNG.
THAN 0.028
GREATER
0.04
0.04
7
6
15 10 9
E
0.020.04
2.5'
E/
P
3' 5'
10'
0.04
RDNG.
SEE
NORMAL SE
CTION
RDNG.
RDNG.
RDNG.
RDNG.
RDNG.
2:1 W/
GUARDRAIL
RDNG.
2:1 3:1 MAX.
W/O G
UARDRAIL
9
0.04
10
15
8
6
7 1
F
E/
P
(Typ.)0.04
0.02
2.5'
2 3 12 13 4
0.0160.016
34.0'
CROWN LINE
| CONSTRUCTION
PROFILE GRADE
7 6
15
10 95
0.023:1 M
AX.
0.04
2.5'
0.04
RDNG.E/
P
RDNG.
STA. 95+00.00 TO STA. 107+50.00
STA. 85+25.00 TO STA. 95+00.00
STA. 130+00.00 TO STA. 133+00.00
SP 1304-5
STA. 55+60.00 TO STA. 62+75.00
STA. 72+25.00 TO STA. 78+13.66
STA. 63+75.00 TO STA. 71+75.00
STA. 107+50.00 TO STA. 130+00.00 (SUPERELEVATION DIRECTION REVERSED)
OF 0.4 GAL./SQ. YD.)
2.0'
4.0'
8.0'
4.0'
4.0'
1.0' MIN.
4.0'
4.0'
4.0'
2.0'
4.0'
10.0'
5.0' 3.0' 4.0'
1.1' (Typ.)
34.0'
6.0'
4.0'
4.0'
10.0'
4.0' 3.0' 5.0'
1.0'
1.0'
3.0'4.0'
4.0'
18.0' TO 8.0'
1.0'1.0' TO 12.0'
10.0'
18.0' TO 16.0'
12.0'12.0'
1.25"
4.0'
5.0' 3.0' 4.0'
1.1' (Typ.)
4.0'
1.0'
4.0'
DATE: JULY 2016
COURSE, TYPE 1, (446) PG64-22
COURSE, TYPE 2, (446)
ITEM 441 - ASPHALT CONCRETE SURFACE COURSE, TYPE 1
(446) PG64-22 (VARIABLE THICKNESS)
STA. 62+75.00 TO STA. 63+75.00
STA. 71+75.00 TO STA. 72+25.00
STA. 83+00.00 TO STA. 85+25.00
FOR VARIABLE PAVEMENT WIDTHS AND SIDEWALK
LIMITS, SEE PAVEMENT DETAILS, SHEETS 15 - 18.
HIGH-SIDE CURB DETAIL "A"HIGH-SIDE CURB DETAIL "A"
ITEM 407 - TACK COAT
NOT USED
STA. 78+13.66 TO STA. 83+00.00 (SUPERELEVATION DIRECTION REVERSED)
‚" ABOVE GUTTER PLATE.
COURSE, TYPE 1, (446) PG64-22, IS TO BE
CA
LC
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OF
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329
16
DATE:
S.R. 86 MAY BE CLOSED TO TRAFFIC UNDER CONDITIONS
STATED IN THE SEQUENCE OF CONSTRUCTION.
TRAFFIC SHALL BE MAINTAINED DURING PEAK HOURS
NOTED ABOVE.
BEECHMONT COURT SHALL BE OPEN AT ALL TIMES EXCEPT
SEQUENCE OF CONSTRUCTION
INITIAL DETOUR PHASE
WORK THAT CAN REDUCE THE TIME REQUIRED TO DETOUR
PHASE I AND IIFINAL DETOUR PHASE
PHASE I
PHASE II
WEEKENDS AND HOLIDAYS) BEYOND THE ALLOTTED TIME.
COMPLETE WORK ON BEECHMONT COURT.
REMOVE TRAFFIC SIGNAL FOR MAINTAINING TRAFFIC.
SP 1306-1
- CONSTRUCT A TEMPORARY BRIDGE AT EACH LOCATION.
- COMPLETE SHORING AND BRACING.
- COMPLETE DRIVE TO #3753-55 BEECHMONT COURT.
APR. 2011ITEM 614, MAINTAINING TRAFFIC
ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN
ACCORDANCE WITH CMS 614 AND OTHER APPLICABLE PORTIONS
OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES. PAYMENT FOR ALL LABOR,
EQUIPMENT AND MATERIALS SHALL BE INCLUDED IN THE LUMP
SUM CONTRACT PRICE FOR ITEM 614, MAINTAINING TRAFFIC,
UNLESS SEPARATELY ITEMIZED IN THE PLAN.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND DIRECTOR
OF PUBLIC WORKS, CITY OF PETERSBURG, AT LEAST 48 HOURS
IN ADVANCE (EXCLUSIVE OF SATURDAY, SUNDAY OR HOLIDAYS)
OF HIS INTENT TO DIVERT TRAFFIC AND TWO WEEKS IN ADVANCE
OF A DETOUR.
NO CHANGE IN TRAFFIC PATTERNS SHALL TAKE PLACE DURING
PEAK HOURS, 6:00 A.M. TO 9:00 A.M. AND 3:00 P.M. TO
6:00 P.M. MONDAY THROUGH FRIDAY.
THE CONTRACTOR SHALL NOTIFY CONRAIL (PHONE: 215-596-2923)
AND THE ENGINEER AT LEAST ONE WEEK IN ADVANCE OF HIS
INTENT TO CLOSE CONRAIL TRACKS TO TRAFFIC FOR THE
REMOVAL OF PORTIONS OF EXISTING BRIDGE OVER AND/OR
NEAR THE TRACKS. THE TRACK CLOSURES SHALL BE LIMITED
TO SATURDAY, SUNDAY AND/OR MONDAY.
ACCESS TO THE PARKING LOT ON BEECHMONT COURT (EAST OF
CONRAIL TRACKS) SHALL BE MAINTAINED AT ALL TIMES AND
OTHER LOCAL TRAFFIC SHALL BE MAINTAINED AS PER CMS
614.02(A).
S.R. 86 - TWO LANE, TWO WAY TRAFFIC SHALL BE MAINTAINED
DURING PEAK HOURS AND AT ALL OTHER TIMES EXCEPT AS
FOLLOWS:
ONE LANE, TWO WAY TRAFFIC (USING STANDARD DWG. MT-97.10)
WILL BE PERMITTED FOR MINIMUM PERIODS CONSISTENT WITH
REQUIREMENTS OF THE SPECIFICATIONS FOR COMPLETED AS-
PHALT COURSES AND WHEN NECESSARY FOR THE CONTRACTOR'S
EQUIPMENT TO OCCUPY THE PAVEMENT FOR A SHORT TIME.
EASTERN AVENUE AND BEECHMONT CIRCLE MAY BE CLOSED FOR
SHORT DURATIONS (15 MINUTES) DURING BRIDGE DEMOLITION
OR BRIDGE BEAM ERECTION. TRAFFIC BACKUP SHALL BE CLEARED
AFTER EACH CLOSURE AND ALLOWED TO PASS FREELY WITH NO
RESTRICTION (ONE LANE IN EACH DIRECTION FOR 10 MINUTES
BEFORE ANOTHER CLOSURE IS MADE. TWO LANE, TWO WAY
RAMP C AND E MAY BE CLOSED AS PER THE SEQUENCE OF
CONSTRUCTION; OTHERWISE, TRAFFIC SHALL BE MAINTAINED
ON EXISTING, PAVEMENT FOR MAINTAINING TRAFFIC OR PRO-
POSED PAVEMENT BASE COURSES.
THE FINAL SURFACE AND INTERMEDIATE PAVEMENT COURSES
SHALL BE COMPLETED TO THE EXTENT POSSIBLE DURING THE
"FINAL DETOUR" PHASE. THE REMAINING WORK SHALL BE COM-
PLETED AFTER THE "FINAL DETOUR" PHASE WHILE MAINTAINING
TRAFFIC.
THAT ACCESS TO #3753 BEECHMONT COURT MAY BE CUT OFF
CUT OFF WHEN THE DRIVE TO BEECHMONT CIRCLE IS COMPLETED.
ACCESS TO #3755, #3711 BEECHMONT COURT AND #4747 EASTERN
AVENUE SHALL BE MAINTAINED AT ALL TIMES.
THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC
THROUGHOUT THE PROJECT CONSTRUCTION FROM BEACHMONT
AVENUE/CHURCH PLACE INTERSECTION TO EASTERN AVENUE
BY KEEPING THE EXISTING STAIRS LOCATED IN THE NORTHEAST
QUADRANT OF THE INTERSECTION OPEN FOR THE DURATION
OF THE "INITIAL DETOUR PHASE" AND "PHASE I". THE EXISTING
STAIRS SHALL REMAIN OPEN UNTIL PEDESTRIAN ACCESS IS
PROVIDED BY OPENING THE PROPOSED STAIRS LOCATED IN
THE SOUTHEAST QUADRANT AND CONSTRUCTED DURING PHASE
I FOR PEDESTRIAN USE DURING "PHASE II" AND THE "FINAL
DETOUR" PHASE.
PREPARE TO CLOSE S.R. 86 TO TRAFFIC BY ERECTING TRAFFIC
CONTROL (SEE SHEET 32 AND 33) AND COORDINATING THE DE-
TOUR WITH THE CITY OF PETERSBURG. AT THE SAME TIME,
SHORE OR BRACE PORTIONS OF THE EXISTING BRIDGE THAT
WILL BE USED TO MAINTAIN TRAFFIC. PERFORM ANY OTHER
TRAFFIC. SEE SHEET NO. 31 FOR DETOUR MAP.
WHEN CITY OF PETERSBURG FORCES HAVE COMPLETED THE
DETOUR SIGNING OUTSIDE THE PROJECT AREA AND THE CON-
TRACTOR HAS COMPLETED ALL DETOUR SIGNING, CLOSURE
SIGNING AND BARRIER PLACEMENT WITHIN THE PROJECT AREA,
S.R. 86, RAMP C AND RAMP E SHALL BE CLOSED TO TRAFFIC.
THIS CLOSURE SHALL BE LIMITED TO 60 CALENDAR DAYS.
WHILE THE HIGHWAY IS CLOSED PRIOR TO "PHASE I", THE FOL-
LOWING WORK SHALL BE COMPLETED.
- REMOVE THE PLATE GIRDER BRIDGES OVER EASTERN AVENUE
- SAW CUT THE EXISTING CONCRETE BRIDGE SUPERSTRUCTURE
AND CONRAIL.
AND PIERS AND BEGIN TO REMOVE THE SOUTH PORTION OF
THE EXISTING BRIDGE.
- CONSTRUCT PAVEMENT FOR MAINTAINING TRAFFIC, AS PER
PLAN, AT RAMP C AND E.
- INSTALL THE TEMPORARY TRAFFIC SIGNAL (INCLUDING THE
"PREPARE TO STOP WHEN FLASHING" ADVANCE WARNING SIGN
AT THE INTERSECTION OF RAMP F/CHURCH AND S.R. 86.
- ERECT TRAFFIC CONTROL AND PORTABLE CONCRETE BARRIER
FOR "PHASE I" PRIOR TO OPENING RAMP C. THE SOLID,
DOUBLE YELLOW CENTERLINE SHALL BE IN PLACE PRIOR TO
PHASE I OPENING TO TRAFFIC.
THE CONTRACTOR IS EXPECTED TO USE ALL MEANS POSSIBLE
POSSIBLE INCLUDING, BUT NOT RESTRICTED TO, MULTIPLE
SHIFTS, TWENTY-FOUR (24) HOURS PER DAY SCHEDULING SEVEN
(7) DAYS A WEEK (SUBJECT TO THE RESTRICTIONS OF SECTION
910.8 OF THE CITY OF PETERSBURG MUNICIPAL CODE GOVERN-
ING NIGHTTIME CONSTRUCTION BETWEEN THE HOURS OF 11:00
P.M. AND 7:00 A.M.), ADDITIONAL CREWS, LIGHTING FOR NIGHT
WORK, MULTIPLE MATERIAL SOURCES, MULTIPLE SUBCONTRAC-
TORS, ETC., IN ORDER TO COMPLETE PHASE 1 AND II WITHIN
120 CALENDAR DAYS. NO TIME EXTENSIONS (SEE PROPOSAL
NOTE) OF THIS INTERIM COMPLETION PERIOD WILL BE CON-
SIDERED. FAILURE TO OPEN THE HIGHWAY TO FOUR LANE
TRAFFIC WILL RESULT IN THE ASSESSMENT OF $15,000.00
LIQUIDATED DAMAGES FOR EACH CALENDAR DAY (INCLUDING
AFTER THE INITIAL PHASE DETOUR WORK IS COMPLETED, RE-
OPEN S.R. 86 AND RAMPS C AND E TO TRAFFIC USING THE
TEMPORARY BRIDGES AND A PORTION OF THE EXISTING BRIDGE
TO MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION.
COVER DETOUR SIGNS FOR RE-USE DURING THE "FINAL DETOUR"
PHASE.
COMPLETE CONSTRUCTION OF THE SOUTH ONE HALF OF THE
PROPOSED BRIDGE, RETAINING WALLS, TEMPORARY RETAINING
WALLS AND STAIRS IN THE SE QUADRANT OF S.R. 86 AND
CHURCH PLACE/RAMP F INTERSECTION.
ERECT TRAFFIC CONTROL AND PORTABLE CONCRETE BARRIER,
AND ADJUST TEMPORARY TRAFFIC SIGNAL FOR "PHASE II". THE
SOLID, DOUBLE YELLOW CENTERLINE SHALL BE IN PLACE PRIOR
TO "PHASE II" OPENING TO TRAFFIC.
AFTER PHASE I WORK IS COMPLETED, RELOCATE TRAFFIC ON
S.R. 86 AND RAMPS C AND E FOR "PHASE II" USING THE COM-
PLETED PORTION OF THE NEW STRUCTURE (MAINTAINING ONE
LANE OF TRAFFIC IN EACH DIRECTION) AND NEW FULL DEPTH
BASE COURSES ON THE RAMPS.
REMOVE THE TEMPORARY BRIDGES AND THE BALANCE OF THE
EXISTING BRIDGE. COMPLETE CONSTRUCTION (EXCEPT THE GAP
(SECTION OF DECK).
SOME ITEMS (I.E. SANITARY) ARE NOT INCLUDED IN THE SE-
QUENCE, BECAUSE THEY HAVE ONLY MINOR EFFECT ON MAIN-
TAINING TRAFFIC. THE CONTRACTOR MAY COMPLETE THIS WORK
WHEN CONVENIENT DURING THE SEQUENCE OF CONSTRUCTION.
UNCOVER DETOUR SIGNS, SET UP CLOSURE SIGNING AND PLACE
BARRIER TO CLOSE S.R. 86 AND RAMP C TO TRAFFIC. COOR-
DINATE THE CLOSURE WITH THE CITY OF PETERSBURG, AS
BEFORE. SEE SHEET 31 FOR DETOUR MAP.
WHILE THE HIGHWAY IS CLOSED, THE FOLLOWING WORK SHALL
BE CONSTRUCTED:
- CLOSE THE REMAINING GAP IN THE DECK NOT COMPLETED IN
- COMPLETE THE PLACEMENT OF FULL DEPTH PAVEMENT BASE
IN "PHASE I AND II".
COURSES.
THIS CLOSURE WILL BE LIMITED TO FIVE DAYS, TWO OF WHICH
SHALL BE SATURDAY AND SUNDAY.
FAILURE TO RE-OPEN ON TIME WILL RESULT IN THE ASSESSMENT
OF $25,000.00 LIQUIDATED DAMAGES FOR EACH CALENDAR DAY
(INCLUDING WEEKENDS AND HOLIDAYS) BEYOND THE ALLOTTED
TIME.
PRIOR TO OPENING THE PROJECT TO TRAFFIC, THE SOLID,
DOUBLE YELLOW CENTERLINE SHALL BE IN PLACE AND MAIN-
TAINED DURING SURFACE AND INTERMEDIATE PAVEMENT COURSE
PLACEMENT OPERATIONS NOT COMPLETED IN THE "FINAL DE-
TOUR" PHASE.
AFTER THE "FINAL DETOUR" PHASE, IT MAY BE NECESSARY TO
REDUCE THE NUMBER OF LANES TO LESS THAN FOUR IN ORDER
TO COMPLETE THE PROJECT. THIS WILL BE ACCEPTABLE BUT
ONLY DURING ACTUAL CONTRACTOR WORKING HOURS WITH TRAF-
FIC CONTROL PER APPROPRIATE STANDARD DRAWINGS. NO
REDUCTION IN THE NUMBER OF THE LANES SHALL BE PERMIT-
TED DURING PEAK HOURS, THAT BEING FROM 6:00 A.M. TO
9:00 A.M. AND FROM 3:00 P.M. TO 6:00 P.M.
CA
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6-16.2
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267
17
DATE:
STRICT ADHERENCE.
SEQUENCE OF CONSTRUCTION
PHASE ONE
EASTBOUND WESTBOUND
PHASE THREE
PHASE FOUR
BRIDGES
SIDE ROAD STRUCTURES OVER FREEWAY
AREAS OF SHOULDER REPLACEMENT:
LANE CLOSURE PER MT-95.30.
177+35.21 to 180+55
1833+00 to 8+86
48+90 to 51+28.25
55+81.25 to 60+36
72+48 to 88+20.5
95+78 to 102+82
112+72 TO 126+26
136+82 to 144+13
172+63 to 175+76.71
A
B
C
D
E
F
G
H
STA. 103+30 TO STA. 107+08
STA. 109+40 TO STA. 112+44
STA. 129+43 TO STA. 136+63
STA. 144+25 TO STA. 147+82
STA. 1828+26 TO STA. 1832+61
STA. 58+26 TO STA. 63+00
STA. 113+12 TO STA. 115+94
STA. 147+97 TO STA. 150+05
FREEWAY STRUCTURES OVER SIDE ROADS
NOTICE OF CLOSURE SIGNS
WILL BE
CLOSED
FOR DAYS
OHIO DEPT. OF TRANSPORTATION
W20-H14-60
SP 1306-2
2. UNLESS OTHERWISE SHOWN IN THE PLAN.
JULY 2016IT IS THE INTENT OF THE FOLLOWING SEQUENCE OF CONSTRUC-
TION TO PROVIDE A WORK AREA FOR THE CONTRACTOR WHILE
ALSO MAINTAINING TRAFFIC IN A MANNER WHICH IS SAFE FOR
THE TRAVELING PUBLIC; THEREFORE, ALL PHASES SHALL HAVE
ALL TEMPORARY OR PERMANENT PAVEMENT MARKINGS SHALL BE
IN PLACE BEFORE ANY PAVEMENT IS OPENED TO TRAFFIC.
THE CONTRACTOR SHALL REPLACE THE OUTSIDE BERM WITH AN
8' SHOULDER IN THE DESIGNATED AREAS WITH TEMPORARY PAVE-
MENT USING A ONE LANE CLOSURE PER MT-95.30.
50+49 to 51+28.25
55+81.25 to 58+20
116+23 to 128+26
150+12 to 160+10
167+67 to 175+76.71
177+35.21 to 183+56
AFTER THE SHOULDER REPLACEMENT WORK IS COMPLETED, THE
CONTRACTOR SHALL THEN PERFORM THE JOINT REPAIRS IN
THE FOLLOWING AREAS:
EASTBOUND AREA
WESTBOUND AREA
THE JOINT REPAIRS SHALL BE PERFORMED IN ALPHABETICAL
ORDER ON EACH SIDE AND THE PAVEMENT WILL BE OPEN TO
TRAFFIC AS SPECIFIED IN THE PLAN NOTE.
FOR ADDITIONAL PHASE I DETAILS AND QUANTITIES SEE SHEETS
22-23.
PHASE TWO
THE CONTRACTOR SHALL PERFORM THE WORK ON THE INSIDE
LANES, WHICH SHALL INCLUDE THE JOINT REPAIR, FULL-DEPTH
PAVEMENT, BERM REPLACEMENT, AND BRIDGE REHABILITATION.
THE JOINT REPAIRS SHALL BE DONE PRIOR TO THE BERM RE-
PLACEMENT. TRAFFIC SHALL BE MAINTAINED DURING THIS PHASE
PER THE DETAILS SHOWN ON SHEETS 24 THRU 37, EXCEPT THAT
CORES WILL BE TAKEN DURING THIS PHASE WHICH WILL REQUIRE
THE CLOSING OF BOTH LANES FOR A BRIEF PERIOD. ODOT
WILL PROVIDE TRAFFIC MAINTENANCE FOR THE CORING PRO-
THE CONTRACTOR SHALL PERFORM THE WORK ON THE OUTSIDE
LANES, WHICH SHALL INCLUDE THE JOINT REPAIR, FULL-DEPTH
PAVEMENT, BERM REPLACEMENT, AND BRIDGE REHABILITATION.
THE JOINT REPAIRS SHALL BE DONE PRIOR TO THE BERM RE-
PLACEMENT. TRAFFIC MAINTENANCE DETAILS FOR THIS PHASE
ARE SHOWN ON SHEETS 38 THRU 52.
THE CONTRACTOR SHALL GRIND AND SEAL THE PAVEMENT MAIN-
TAINING TRAFFIC BY USE OF A ONE-LANE CLOSURE PER STANDARD
DRAWING MT-95.30. THIS WORK SHALL BE PERFORMED ON BOTH
LANES AND IN BOTH DIRECTIONS.
WEST RIVER ROAD AND VERMILION ROAD BRIDGES WILL BE
CONSTRUCTED PART-WIDTH USING A TEMPORARY SIGNAL IN-
STALLATION TO MAINTAIN ONE LANE, TWO-WAY TRAFFIC. DE-
TAILS FOR MAINTAINING TRAFFIC AT THESE BRIDGES ARE SHOWN
ON SHEETS 53 AND 54. SUNNYSIDE ROAD AND CLAUS ROAD
BRIDGES MAY BE CLOSED FOR A MAXIMUM OF 30 DAYS EACH.
BUT THEY SHALL NOT BE CLOSED AT THE SAME TIME. THE
DETOUR PLAN FOR THESE BRIDGES IS SHOWN ON SHEETS 19 AND
20. DETAILS FOR THE VERMILION INTERCHANGE BRIDGE CLOS-
SURE ARE SHOWN ON SHEET 21.
FOUR LANE, TWO WAY TRAFFIC ON THE FREEWAY SHALL BE
MAINTAINED AT ALL TIMES DURING THE REHABILITATION OF THE
EXISTING STRUCTURES OVER THE FREEWAY, EXCEPT AS FOLLOWS:
1. DURING THE RETROFITTING OF THE EXISTING OVERHEAD
PARAPETS.
A SAFETY NET OR PLATFORM SHALL BE REQUIRED TO PROTECT
TO THE TRAVEL LANES OF THE FREEWAY DURING RETROFITTING
OF EXISTING CONCRETE PARAPETS. THE DESIGN OF THE NET
OR PLATFORM SHALL CONFORM WITH OSHA REQUIREMENTS,
SHALL HAVE APPROVAL FROM THE ODOT OFFICE OF STRUCTU-
RAL ENGINEERING, AND SHALL REMAIN IN PLACE UNTIL WORK
HAS BEEN COMPLETED. THE EXISTING VERTICAL CLEARANCE
OVER THE FREEWAY SHALL BE MAINTAINED AT ALL TIMES.
IN THE EVENT A LANE RESTRICTION ON THE FREEWAY IS
NECESSARY, THE METHOD OF INSTALLATION AND DESIGN OF
TEMPORARY AND DESIGN OF TEMPORARY LANE CLOSURE SHALL
BE IN ACCORDANCE WITH STANDARD DRAWING MT-95.30. COST
FOR THE ABOVE WORK SHALL BE CONSIDERED INCIDENTAL AND
SHALL BE INCLUDED IN ITEM 614, MAINTAINING TRAFFIC.
TWO LANE, TWO WAY TRAFFIC ON SIDE ROADS SHALL BE MAIN-
TAINED AT ALL TIMES DURING REPLACEMENT OF BEARINGS AND
REHABILITATION OF MAINLINE BRIDGES, EXCEPT DURING THE
FOLLOWING OPERATIONS:
1.) DEMOLITION OF THE EXISTING BRIDGE PARAPETS.
2.) CONSTRUCTION OF THE PROPOSED PARAPET OVER THE
LOCAL ROAD OR STATE ROUTE WHERE THE ENGINEER
BELIEVES TEMPORARY CLOSURE OF A TRAFFIC LANE IS
WARRANTED.
A SAFETY NET OR PLATFORM SHALL BE REQUIRED TO PROTECT
THE UNDERPASS ROADWAY DURING REMOVAL OF EXISTING AND
CONSTRUCTION OF NEW CONCRETE PARAPETS. THE DESIGN OF
THE NET OR PLATFORM SHALL CONFORM WITH OSHA REQUIRE-
MENTS, SHALL HAVE APPROVAL FROM THE ODOT OFFICE OF
STRUCTURAL ENGINEERING, AND SHALL REMAIN IN PLACE UNTIL
WORK HAS BEEN COMPLETED. THE EXISTING VERTICAL CLEARANCE
OVER THE UNDERPASS ROADWAY SHALL BE MAINTAINED AT ALL
TIMES. IN THE EVENT A LANE RESTRICTION IS NECESSARY, THE
METHOD OF INSTALLATION AND DESIGN OF THE TEMPORARY
LANE CLOSURE SHALLCONFORM TO STANDARD DRAWINGS MT-95.30
OR MT-97.10. COST FOR THE ABOVE WORK SHALL BE CONSIDER-
ED INCIDENTAL AND INCLUDED IN THE LUMP SUM PRICE BID FOR
ITEM 614 MAINTAINING TRAFFIC.
PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS
PER PLAN
THE PAVEMENT BUILDUP SHALL BE:
6" - ITEM 301, ASPHALT CONCRETE BASE, PG64-22
4" - ITEM 304, AGGREGATE BASE
PAYMENT SHALL INCLUDE ANY ADDITIONAL COST OF ITEM 203,
EXCAVATION TO PLACE THE ITEM 301 OR ITEM 304. THE
PAVEMENT FOR MAINTAINING TRAFFIC SHALL BE REMOVED
UNDER ITEM 203.
PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS
PER PLAN
THE PAVEMENT BUILDUP SHALL BE:
6" - ITEM 301, ASPHALT CONCRETE BASE, PG64-22
4" - ITEM 304, AGGREGATE BASE.
PAYMENT SHALL INCLUDE ANY ADDITIONAL COST OF ITEM 203,
EXCAVATION TO PLACE THE ITEM 301 OR ITEM 304. THE SUB-
GRADE SHALL BE COMPACTED TO A DEPTH OF 12" ACCORDING
TO THE CONSTRUCTION AND MATERIALS SPECIFICATION, SEC-
TION 204.03 AND PAYMENT FOR SUCH WORK SHALL BE INCLUDED
IN THE UNIT PRICE BID FOR ITEM 204, SUBGRADE COMPACTION
(SEE SHEETS 148 THRU 151 FOR QUANTITIES). THIS PAVEMENT
SHALL REMAIN IN PLACE.
THESE SIGNS SHALL BE ERECTED BY THE CONTRACTOR AT LEAST
ONE WEEK IN ADVANCE OF THE SCHEDULED ROAD OR RAMP
CLOSURE. THE SIGNS SHALL BE ERECTED ON THE RIGHT HAND
BESIDE OF THE ROAD/RAMP FACING TRAFFIC AND SHALL BE
LOCATED IN THE FIELD SO AS NOT TO INTERFERE WITH ANY
PERMANENT SIGNS. THE SIGNS SHOULD BE ERECTED ALONG
ROADWAYS AT THE POINT OF CLOSURE. THE SIGNS MAY BE
ANYWHERE ALONG RAMPS WHERE THEY ARE VISIBLE TO THE
MOTORIST USING THE RAMP, EXCEPT THAT ON ENTRANCE RAMPS,
THE SIGNS SHALL BE ERECTED WELL IN ADVANCE OF THE MERGE
AREA TO AVOID DISTRACTION TO THE MOTORIST.
PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE LUMP
SUM BID FOR ITEM 614 MAINTAINING TRAFFIC AND SHALL IN-
CLUDE FURNISHING, ERECTING, MAINTAINING AND REMOVING THE
SIGNS, INCLUDING SUPPORTS.
DATE:
ST
A.5
4+00
TO
ST
A.5
9+0
0
TYPE I
740.06,
CLASS I,
STOP LINE,
WORK ZONE
TWO WAY
MARKER,
OBJECT
TYPE B2
REFLECTOR,
BARRIER
614 615 622
24
20
1111 578
EACH EACH MILE MILE
Station to StationNo.
REF
(WHITE)
TYPE 1
704.06,
CLASS I,
EDGE LINE
WORK ZONE
(DOUBLE SOLID)
TYPE 1
740.06,
CLASS I,
CENTER LINE,
WORK ZONE
441111 578
CL-1
CL-2
CL-3
CL-4
EL-1
EL-2
EL-3
EL-4
PCB-1
SL-1
SL-2
TP-1
54+00 to 57+83
8+55 Kipper Rd. to 9+70 Kipper Rd.
10+15 Kipper Rd. to 11+45 Kipper Rd.
58+75 to 59+00
54+00 to 8+55 Kipper Rd
54+00 to 12+00 Kipper Rd.
8+55 Kipper Rd. to 59+00
11+45 Kipper Rd. to 59+00
10+15 Kipper Rd
9+70 Kipper Rd.
10+50 Kipper Rd. to 11+70 Kipper Rd.
SECTION A-A
A
A
LEGEND
Area to be Constructed
MA
TC
H LIN
E S
TA. 59+00
MA
TC
H LIN
E S
TA. 54+00
5655
EL-2CL-1EL-1
10
5857
+70
SL-1
SL-2
CL-4
EL-4
TP-1
CL-3
+15
10'
10'
+75
EL-3
CL-2
9
12
+48
+00
11
+83
6.5'
3.5'
10'
10'
10' 10'
10'10'
20
20
R1-1-30
R1-1-30
+50
IA-1
54+00 to 11+48 Kipper Rd.
1
EACH
111+48 Kipper Rd. to 11+73 Kipper Rd.IA-1
SIDE
Rt.
Rt.
Rt.
Lt.
Rt.
Lt.
Lt.
Rt.
Lt.
Rt.
Rt.
Lt.
Lt.
| Const. S.R. 138
Work Area 11' Lane11' Lane
8.5'
ESTIMATED QUANTITIES
FT FT
ATTENUATOR
IMPACT
ZONE
WORK
0.07
0.02
0.03
0.01
0.09
0.12
0.04
0.03
TOTALS CARRIED TO SUBSUMMARY 0.13 0.28
SP 1306-4(c)
MAIN
TE
NA
NC
E
OF
TR
AF
FIC
PH
AS
E
FO
UR
| Const.
Kip
per Rd.
Kip
per Rd.
| Const.
Direction of Traffic
32"
BARRIER,
PORTABLE
Edge Line (White)
(Double Solid)
Center Line
1.5' 4.5'
Sta. 8+55
16:1 Taper
35'R
11'
11'
| Const. S.R. 138
50'R
60'R
STOP
280
37
SCI-13
8-11.4
4
CA
N
DE
KH
ORIZ
ON
TA
L
SC
AL
E IN F
EE
T
020
10 40
CA
LC
UL
AT
ED
CH
EC
KE
D
NJULY 2016
STOP
AS PER PLAN
CLASS A,
TRAFFIC,
MAINTAINING
PAVEMENT FOR
SY
32" Portable Barrier
Class A, As Per Plan
Pavement for Maintaining Traffic,
PB-150'
R
MAIN
TE
NA
NC
E
OF
TR
AF
FIC
PH
AS
E
FIV
E
ST
A.5
9+00
TO
ST
A.7
1+6
0
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
SCI-13
8-11.4
4
40
20
10
DATE:
1414 638
1
EACH MILEEACHEACH
1 63814 14
Y
X
Y
X
Z
Z
SECTION Y-YSECTION X-X
MA
TC
H LIN
E S
TA. 59+00
MA
TC
H LIN
E S
TA. 64+00
MA
TC
H LIN
E S
TA. 64+00
SECTION Z-Z
LEGEND
STATION TO STATIONNo.
REF
IA-1EL-2
EL-1CL-1
65
+63
+70
66
+10
+24
67
68
69
CL-1
EL-1
EL-2
IA-1
59+00 to 65+38
59+00 to 66+24
59+00 to 65+70
59+00 to 66+10
614 622
TWO WAY
MARKER,
OBJECT
TYPE B2
REFLECTOR,
BARRIER
ATTENUATOR
IMPACT
REPLACE
AND
REMOVE
(WHITE)
TYPE 1
704.06,
CLASS I,
EDGE LINE
WORK ZONE
(DOUBLE SOLID)
TYPE 1
740.06,
CLASS I,
CENTER LINE,
WORK ZONE
636261
CL-1
PCB-1
EL-2EL-1
60
Area to be Constructed
0.13 0.27
10'
10'
Center Line (Double Solid)
Edge Line (White)
Center Line (Double Solid)
Edge Line (White)
1' Min.
Area
G20-2-48
W20-1-
48
MILE
SIDE
Rt.
Lt.
Lt.
Rt.
Lt.
SP 1306-4(d)| Const. S.R. 138
2'
| Const. S.R. 138
Varies: 4.5' to 6.5'
Varies: 2' to 1'| Const. S.R. 138
Sta. 81+
28
Sta. 71+
24
| Const. S.R. 138
Varies: 6.5' to 8'| Const. S.R. 138
Direction of Traffic
ESTIMATED QUANTITIES
FT
TOTALS CARRIED TO SUBSUMMARY
65+38 to 65+63
0.13
0.13
0.14
32"
BARRIER,
PORTABLE32" Portable Barrier
CA
LC
UL
AT
ED
CH
EC
KE
D
DA
N
DE
K
208
44
Work
Area
10' Lane 10' Lane
Center Line (Double Solid)
Varies 10'
to 11' Lane
4.5' 8.9'
12' 12'Work Area Work
Edge Line (White)
11'
11'
11'
11'
10'
10'
16:1 Taper
N
N
JULY 2016
TY
PE
A
WA
RNIN
G LIG
HT
WO
RK
RO
AD
AHE
AD
EN
DR
OA
D
WO
RK
PB-1
PB-1
CA
LC
UL
AT
ED
CH
EC
KE
D
LIC-59
9-8.5
4
10
131
TD
NE
N
DATE:
| CONST. ROAD FOR MAINTAINING TRAFFIC
0.040 max. 2:1
2:12:1
6" ITEM 411, STABILIZED
"A" & "B"
See Detail
SUPERELEVATED SECTION
2:1
2:12:1
2:1 0.016 0.016
PROFILE
GRADE PT.
| CONST. ROAD FOR MAINTAINING TRAFFIC
6" ITEM 411, STABILIZED
NORMAL SECTION
0.016
2:1
2:1PROFILE
GRADE PT.
| CONST. ROAD FOR MAINTAINING TRAFFIC
6" ITEM 411, STABILIZED
NOTE:
MAINTAINING TRAFFIC, SEE SHEET 99.
FOR PLAN & PROFILE OF ROAD FOR
TAPER SECTION
DETAIL "A"
DETAIL "B"
E/P
E/P
PAV'T SLOPE
ROAD FOR MAINTAINING TRAFFIC
PAVEMENT EDGE ELEVATIONS
THAN 0.01
GREATER
0.060.06
0.06
0.06
0.06
0.06
PROFILE
GRADE PT.0.08
0.08
0.08
0.08
EXISTING
PAVEMENT
VARIES 22'-0" TO 0'-0"
MEET EXISTING
ELEVATION
0.08
STA. 5+65.00 TO STA. 6+64.00
STA. 11+40.00 TO STA. 13+50.00
STA. 9+20.00 TO STA. 11+40.00
STA. 13+50.00 TO STA. 18+10.24
0.01 OR LESS
SP 1306-7
CRUSHED AGGREGATE (TYP.)
CRUSHED AGGREGATE (TYP.)
CRUSHED AGGREGATE (TYP.)
STA. 6+64.00 TO STA. 9+20.00 (OPPOSITE HAND)
JULY 2006
1'-0" 1'-0"
1'-0" 1'-0"
1'-0"
5+65
5+75
6+00
6+25
6+50
6+75
7+00
7+25
7+50
7+75
8+00
8+25
8+50
8+75
9+00
9+25
9+50
9+75
841.70
842.48
843.40
841.07
840.58
840.23
840.02
839.88
839.85
839.99
840.45
841.05
841.78
842.67
843.71
844.90
846.23
847.72
MEET EXISTING
10+00
10+25 844.46
845.66
847.01
848.49
850.08
851.54
852.84
853.98
854.95
855.76
856.41
857.01
857.45
MEET TAPER SECTION13+50
13+25
13+00
12+75
12+50
12+25
12+00
11+75
11+50
11+25
11+00
10+75
10+50
MEET TAPER SECTION
857.33
857.13
856.75
856.10
855.25
854.21
852.99
851.58
850.08
848.49
847.01
845.66
844.46
843.40
842.48
841.70
841.07
840.66
840.42
840.32
840.36
840.54
840.84
841.10
841.51
842.06
842.75
843.57
844.52
845.60
846.84
MEET EXISTING
11' LEFT STATION 11' RIGHT
TRAFFIC, CLASS A
ITEM 615 - PAVEMENT FOR MAINTAINING
TRAFFIC, CLASS A
ITEM 615 - PAVEMENT FOR MAINTAINING
TRAFFIC, CLASS A
ITEM 615 - PAVEMENT FOR MAINTAINING
6'-0"
11'-0"
11'-0"6'-0" 6'-0"11'-0"
6'-0"11'-0"11'-0"6'-0"
6'-0"
6'-0"
2'-6"
TY
PIC
AL
SE
CTIO
NS
AN
D
EL
EV
ATIO
NS
TE
MP
OR
AR
Y
RO
AD
0
GA
L-3
25-(3.3
7)(3.7
8)
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
TS
TR
UC
TU
RE
3.3
7 - S
TA.
171+00
TO
ST
A.
18
1+0
0
MAIN
TE
NA
NC
E
OF
TR
AF
FIC - P
HA
SE
110
20
40
DATE:
N
N
SP 1306-8
SL-3
PT Sta. 18
0+32.19
CL-2
+77
+02
180+00
+77
Standard Construction Drawing MT-96.11.
For placement of advance warning signs see
Note:
See sheet 67 for Stage Construction Details.
See sheet 19 for MOT quantities.
RPM-4
+27
RPM-3
+01
+22
179+00
+82
+76
+73
+65
Station 10+00.00 | Construction, Centerpoint Road
Station 178+71.10 | Construction, S.R. 325 =
PT Sta. 9+75.30
+77
9+00
174+00
175+00
+62
175+48.72
PT Sta.
173+00
172+00
S.R. 325 | Construction
SECTION A - A
SL-2R10-11B-24
+76
A
+51
TGR-1
RPM-1
+92
+62
EL-1
| Construction
S.R. 325
178+00
177+00
CL-1
+12
12.1'`
SL-1
R10-6-24
+87
+62
W1-
6R-48
PC Sta. 17
7+59.17 +
67
+87
+93
RPM-2A
171+00
Area to be constructed
PHASE 2: S.R. 325, SOUTH BOUND
17.0 sec.
1
RECALL PHASE
4.0 sec.
2
15.0 sec.
3
PHASE 1 - SIGNAL TIMING DIAGRAM
ACTUATED PHASE
PHASE 1: S.R. 325, NORTH BOUND
17.0 sec.
1
4.0 sec.
2
15.0 sec.
3
PHASE 3: Centerpoint Rd.
5.0 sec.
1
4.0 sec.
2
10.0 sec.
3
ACTUATED PHASE
MA
TC
HLIN
E S
TA. 18
1+00
MA
TC
HLIN
E S
TA. 17
6+00
R10-6-24
MA
TC
HLIN
E S
TA. 17
6+00
Cn
os
rt
uction
da
oR
tni
op
ret
ne
C|
JULY 2016
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
CA
LC
UL
AT
ED
CH
EC
KE
D
AB
C
EF
G
83
9
PB-2
PB-1
32" Concrete Barrier
See sheet 18 for Guardrail and Portable Barrier (PB) Connection Details.
NO
TURN
ON RED
ST
OP
HERE O
N
RE
D
ST
OP
HERE O
N
RE
D
CL-1
Guardrail
Temporary
| Construction S.R. 325
Legend
TOTALS CARRIED TO GENERAL SUMMARY
STATION SIDENO.
REF
NO.
SHEET
PROFILE
SEWER
STORM
FROM TO
ONLY
FOR INFORMATION
202 601 602 611 605 670
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
D16
R1
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
U11
U12
U13
U14
ALL QUANTITIES FROM PLAN & PROFILE SHEET 81
209 & 210
210
154
154
154
154
154
210
210
210
157
157
157
212
212
212
360+00
363+60
364+00
364+00
364+00
364+00 365+00
364+00
364+00
364+00
364+00 365+35
364+00 365+75
368+20
368+20
368+20
368+20
368+20
368+20
371+00
371+00
371+00
368+00
359+90
359+90
359+90
359+90
363+97
363+97
363+97
363+97
364+03
364+03
364+03
364+03
368+22
368+22
368+22
368+22
371+00
371+00
371+00
371+00
368+18
368+18
368+18
368+18
371+00
371+00
371+00
371+00
373+50
|
RT
LT&RT
LT
|
RT
LT
RT
|
LT
|
LT
RT
LT
|
RT
RT
RT
LT
LT
RT
RT
RT
LT
LT
LT
RT
RT
LT
LT
LT
20
20 1
1
20
20
22
22
20
22
22
20
22
22
20
20
160
400
200
100
135
175
280
280
280
2520.4 160 1850
68
68
64
77
141
69
67
4
4
144 4 1 7 2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
407
407
814
814
415
830
830
415
556
556
278
278
500
250
500
250
8100 1557
1
2
1
2
1
1
1
1
1
1
1
1
125
125
125
259
226
197
125
250
125
1
1
1
1
1
1
1
1
1
1
6
1 0.4
7
CA
LC
UL
AT
ED
CH
EC
KE
D
LU
C-76-3
1.4
8
ES
TIM
AT
ED
QU
AN
TITIE
S
MT
G
CJ
M
488
82
BE
ND
6"X
90°
6"X
6"
CR
OSS
TE
E
6"X
6"
PR
OT
EC
TIO
N
DIT
CH E
RO
SIO
N
UN
DE
RD
RAIN
S
4"
SH
AL
LO
W PIP
E
CA
TC
H B
ASIN,
NO. 5
A
CA
TC
H B
ASIN,
NO. 5
CA
TC
H B
ASIN,
NO. 4
A
CA
TC
H B
ASIN,
NO. 4
TY
PE B, 706.02
42"
CO
ND
UIT,
TY
PE B
24"
CO
ND
UIT,
TY
PE B
18"
CO
ND
UIT,
TY
PE C
15"
CO
ND
UIT,
TY
PE B
12"
CO
ND
UIT,
TY
PE F
6"
CO
ND
UIT,
CO
NC
RE
TE
MA
SO
NR
Y
FIL
TE
R
TY
PE B
WIT
H
PR
OT
EC
TIO
N,
RO
CK C
HA
NN
EL
RE
MO
VE
D
CA
TC
H B
ASIN
24"
AN
D
UN
DE
R
PIP
E R
EM
OV
ED,
373+50
373+50
373+50
RT
RT
U16
U15
FT EACH CY CY FT FT FT FT FT FT EACH EACH EACH EACH FT SY EACH EACH EACH
BRANCHES
BENDS AND
DATE: JULY 2016
SP 1307-2
CA
LC
UL
AT
ED
CH
EC
KE
D
TR
U-9
9-13.4
8
DESCRIPTIONUNITGRAND
TOTALITEM
ITEM
EXT.
SHEET NUMBERSHEET
SEE
NO.
GE
NE
RA
L
SU
MM
AR
Y
79
267
EROSION CONTROL
23000202 PAVEMENT REMOVED
32001202
38000202 GUARDRAIL REMOVED
38700202
203
10000204 SUBGRADE COMPACTION
58500202
606 GUARDRAIL, TYPE 5
25000606 EACH ANCHOR ASSEMBLY, TYPE A
26500606 EACH ANCHOR ASSEMBLY, TYPE T
35000606 EACH BRIDGE TERMINAL ASSEMBLY, TYPE 1
13000
23500202 WEARING COURSE REMOVED
32000202 CURB REMOVED
35100606 EACH BRIDGE TERMINAL ASSEMBLY, TYPE 2
EACH GUARDRAIL POST REMOVED
EACH CATCH BASIN ABANDONED
1953
927
12687.5
34
12
36
4
3
10000
71464
201 11000 CLEARING AND GRUBBING
606 13050 GUARDRAIL, TYPE 5A175
606 22010 EACH12
601 32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER
32738
1503
39679
11650
23
50
DRAINAGE
611
01500
04600611
06100
01200611
09000611
605
EACH
EACH CATCH BASIN ADJUSTED TO GRADE
96600
05100
3196
215
105
3
611 01601 1 EACH
611 24608900
8680
605 05101 63317
183
4
32738
1503
1953
927
12687.5
34
3
8423 20657 6224 169 479 153
11650
175
12
23
12
36
4
246
183
3196
215
105
3
1
4
8680
63317
CURB REMOVED, AS PER PLAN
CATCH BASIN, NO. 5, AS PER PLAN
185 188 331 2870
50
CATCH BASIN, NO. 4
623 38500 10 EACH MONUMENT ASSEMBLY
611
611 27001 350350
611
611
11700
52500
138
96
138
96
203 20000 12954 EMBANKMENT7148 10691067 2189 1144225 50 62
21" CONDUIT, TYPE B, 706.02
10
12" CONDUIT, TYPE C
27" CONDUIT, TYPE A, 706.02; OR 30", 707.01
CONDUIT, BORED OR JACKED: 6", TYPE B
15" CONDUIT, TYPE C, 706.02
6" CONDUIT, TYPE F
78" CONDUIT, TYPE A, AS PER PLAN, 706.02
4" SHALLOW PIPE UNDERDRAINS, AS PER PLAN
4" SHALLOW PIPE UNDERDRAINS
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
EXCAVATION
659
659
659
659
659
659
659
659
832
832
00100 2 EACH SOIL ANALYSIS TEST
00300 1773 TOPSOIL
10000 15970 SEEDING AND MULCHING
14000
15000
799
799
REPAIR SEEDING AND MULCHING
INTER-SEEDING
20000 2.23 TON COMMERCIAL FERTILIZER
31000 3.30 ACRE LIME
WATER8635000
15000
30000
STORM WATER POLLUTION PREVENTION PLAN
EROSION CONTROL
2
1773
15970
799
2.23
3.30
86
799
24" X 38" CONDUIT, TYPE A, 706.04
ANCHOR ASSEMBLY, TYPE E-98
15000 EACH
11 82 83 84 85 86 87 88 89 91 105 157 255 259
105
11
11
116
116
JKP
FG
W
ROADWAY
CALCS
OFFICE
71464
SP 1307-3(a)
611
LSLS
LS
DATE: JULY 2016
SY
SY
CY
CY
SY
CY
CY
SY
SY
SY
MGAL
DESCRIPTIONUNITGRAND
TOTALITEM
ITEM
EXT.
SHEET NUMBERSHEET
SEE
NO.
20000255
20000304 17759
10000407
10000408
14001451
15001451
13001452
17001452
127
5813
1029
31690
6783
50342
255
255 10161
10011 9005
2894
34828
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
02504
02604
02700
02800
02900
04800
05300
06704
07310
08100
09200
09700
10200
10300
10500
10600
10800
10900
11100
251 01000 312
253 01000 4140
305 13000 3892
638
638
638
638
638
638
638
638
638
638
638
638
638
638
638
638
638
638
638
3649
2481
2107
1608
438
18
16
12
10
8
8
12
6
4
3649
2481
2107
1608
438
18
16
12
10
8
8
12
6
4
20000
127
5813
1142
464 464
212 212
310 310
36 36 EACH
1142
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
PARTIAL DEPTH PAVEMENT REPAIR
TACK COAT
WATER WORK
FIRE HYDRANT REMOVED AND RESET
9" REINFORCED CONCRETE PAVEMENT, AS PER PLAN
10" REINFORCED CONCRETE PAVEMENT, AS PER PLAN
CLASS QC MS, AS PER PLAN
FULL DEPTH PAVEMENT SAWING
PAVEMENT REPAIR
9" CONCRETE BASE
AGGREGATE BASE
12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, ASTM SDR 26
ƒ" COPPER SERVICE BRANCH
20" STEEL PIPE ENCASEMENT, OPEN CUT
24" STEEL PIPE ENCASEMENT, BORED OR JACKED
12" GATE VALVE AND VALVE BOX
12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX
6" FIRE HYDRANT
FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE
FIRE HYDRANT AND GATE VALVE REMOVED AND RESET
VALVE BOX ADJUSTED TO GRADE
SERVICE BOX ADJUSTED TO GRADE
METER AND CHAMBER REMOVED AND RESET
12" X 6" TAPPING SLEEVE, VALVE AND VALVE BOX
FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT,
FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT,
PRIME COAT
9" NON-REINFORCED CONCRETE PAVEMENT, AS PER PLAN
VARIABLE THICKNESS NON-REINFORCED CONCRETE PAVEMENT, AS PER PLAN
196
16
16
12
12
12
12
FIG. 1307-3(b)
PAVEMENT
17759
127
5813
1029
31690
6783
50342
9005
2894
34828
312
4140
3892
127
5813
CALCS
OFFICE
ƒ" POLYETHYLENE SERVICE BRANCH
12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, MECHANICAL JOINTS AND
FITTINGS
12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED,
JOINTS AND FITTINGS
12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 55, BALL AND SOCKET JOINTS
AND FITTINGS
12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA CLASS 150
CA
LC
UL
AT
ED
CH
EC
KE
DT
RU-9
9-13.4
8G
EN
ER
AL
SU
MM
AR
YJ
KP
FG
W
267
80
DATE: JULY 2016
CLASS QC1, AS PER PLAN
SY
SY
SY
SY
CY
SY
GAL
GAL
SY
SY
SY
SY
FIG. 1307-3(c)
CA
LC
UL
AT
ED
CH
EC
KE
D
TR
U-9
9-13.4
8
DESCRIPTIONUNITGRAND
TOTALITEM
ITEM
EXT.
SHEET NUMBERSHEET
SEE
NO.
GE
NE
RA
L
SU
MM
AR
Y
81
267
JKP
FG
WPARTICIPATION
STRUCTURE TRU-99-2056 GENERAL SUMMARY
STRUCTURE TRU-99-1924 GENERAL SUMMARY 229
236
DATE: JULY 2016
RETAINING WALLS
203 20000 1710 EMBANKMENT
203 35000 3474 GRANULAR EMBANKMENT
503 11100
203 20000 1636 EMBANKMENT
203 35000 3584 GRANULAR EMBANKMENT
503 11100
BUILDING DEMOLITION
202 56000
202 56000
202 56000
202 56000
MAINTENANCE OF TRAFFIC
614 11110 10 HOUR
614 12460 5 EACH WORK ZONE MARKING SIGN
614 12470 38 EACH WORK ZONE SPEED LIMIT SIGN
614 12500 100 EACH REPLACEMENT SIGN
614 12600 200 EACH REPLACEMENT DRUM
614 12800 1528 EACH WORK ZONE RAISED PAVEMENT MARKER
614 13100 1201 EACH
614 20300 14.00 MILE WORK ZONE LANE LINE, CLASS I, 740.06, TYPE II
614 21300 0.11 MILE WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE II
614 21700 0.26 MILE WORK ZONE CENTER LINE, CLASS II, 740.06, TYPE II
614 22000 4.33 MILE WORK ZONE EDGE LINE, CLASS I
614 22300 7.34 MILE WORK ZONE EDGE LINE, CLASS I, 740.06, TYPE II
614 26600 48 FT WORK ZONE STOP LINE, CLASS I, 740.06, TYPE II
614 28600 5692 FT WORK ZONE GORE MARKING, CLASS II, 740.06, TYPE II
615 10000 ROADS FOR MAINTAINING TRAFFIC
615 20001 944 17
616 10000 30 M GAL WATER
616 20000 10 TON CALCIUM CHLORIDE
622 41001 30280 FT 58
614 11000 MAINTAINING TRAFFIC
619 16020 8 FIELD OFFICE, TYPE C
623 10000
624 10000 MOBILIZATION
SPECIAL 51272000 878 EPOXY WATERPROOFING OVERLAY (1/4" THICK) 190
503 21101 1150 UNCLASSIFIED EXCAVATION, AS PER PLAN 108
SPECIAL 61050010 4738 190
503 21101 1124 UNCLASSIFIED EXCAVATION, AS PER PLAN 108
SPECIAL 61050010 4766 190
BUILDING DEMOLISHED: PARCEL NO. 11-WD-1, 1 STORY BRICK BUILDING
BUILDING DEMOLISHED: PARCEL NO. 13-WL, 2 STORY BRICK BUILDING
OPTION A: REINFORCED EARTH WALL
OPTION B: RETAINED EARTH WALL
262192
4738
1150
3584
1636
1710
3474
1124
4766
878
1528
1201
0.11
10
5
38
100
200
14.00
0.26
4.33
7.34
48
5692
944
30
10
30280
55231816
BARRIER REFLECTOR
COFFERDAMS AND EXCAVATION BRACING
COFFERDAMS AND EXCAVATION BRACING
INCIDENTALS
RETAINING WALL, MISC.: REINFORCED EARTH WALL SYSTEM
RETAINING WALL, MISC.: RETAINED EARTH WALL SYSTEM
BUILDING DEMOLISHED: PARCEL NO. 13-T, 1 STORY BLOCK BUILDING
BUILDING DEMOLISHED: PARCEL NO. 19-T, 1 STORY METAL BUILDING
LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE
PORTABLE BARRIER, 32", AS PER PLAN
CONSTRUCTION LAYOUT STAKES AND SURVEYING
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
STRUCTURES OVER 20 FOOT SPAN
CY
CY
CY
CY
CY
CY
SF
SF
SY
SY PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN
MNTH
CA
LC
UL
AT
ED
CH
EC
KE
D
DESCRIPTIONUNITGRAND
TOTALITEM
ITEM
EXT.
PARTICIPATIONSHEET NUMBERSHEET
SEE
NO.
GE
NE
RA
L
SU
MM
AR
Y
27
188
DM
K
CM
L
FR
A-11-2
6.4
8
PAVEMENT
254 01000 18441844
301
304
305
441
441
442
442
407
609
46000
20000
12000
46040
46040
50000
50000
10000
12000
1265
2627
5333
497
38
415
18
5695
4000
1265
1641986
5333
268 229
38
189226
18
3647 2048
4000
1844
1265
2627
5333
497
38
415
18
5695
4000
202
611
611
611
611
611
611
611
611
58700 12 EACH
EACH
EACH
EACH
200
284
273
28
230
5
8
3
00900
02000
04400
05900
07400
31500
34500
35500
202 75403 2 EACH
202
202
75500
75505
2
2
EACH
EACH
2
2
2
12
200
284
273
28
230
5
8
3
12
200
284
273
28
230
5
8
3
2
2
2
400 400400
SPECIAL 63860400 896
SPECIAL 63861900
SPECIAL 63863800
SPECIAL 63865502
SPECIAL 63866602
14 EACH
10 EACH
8 EACH
4 EACH
896
14
10
8
4
14
10
8
4
896
FT
FT
FT
FT
FT
FT
FT
442 20000 101010
130
130
AGGREGATE BASE
8" CONCRETE BASE
TACK COAT
COMBINATION CURB AND GUTTER, TYPE 2
MANHOLE ABANDONED
6" CONDUIT, TYPE B, 706.01 OR 706.08 WITH 706.11 OR 706.12 JOINTS
8" CONDUIT, TYPE C, 706.08 WITH 706.12 JOINTS
15" CONDUIT, TYPE B, 706.03 WITH 706.11 JOINTS
MANHOLE ADJUSTED TO GRADE
MANHOLE RECONSTRUCTED TO GRADE
LIGHT POLE REMOVED FOR STORAGE, AS PER PLAN
LIGHT POLE FOUNDATION REMOVED
LUMINAIRE REMOVED FOR STORAGE, AS PER PLAN
12" DUCTILE IRON WATER PIPE AND FITTINGS (COL. 801)
6" VALVE AND APPURTENANCES (COL. 802)
SERVICE BOX REMOVED AND RESET (COL. 807)
FIRE HYDRANT, TYPE A (COL. 809)
WATER WORK
SANITARY SEWER
1-•" WATER SERVICE TAP, COMPLETE (COL. 805)
MANHOLE, NO. 3 WITH 706.11 JOINTS
PAVEMENT PLANING, ASPHALT CONCRETE
ASPHALT CONCRETE BASE, PG64-22
ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448)
12" CONDUIT, TYPE B, 706.03 WITH 706.11 JOINTS
18" CONDUIT, TYPE B, 706.03 WITH 706.11 JOINTS
STP100% CITY NH6864 165 175
ROADWAY
EROSION CONTROL
SP 1307-4
20
2
2
500
500
500
EACH
EACH
EACH
FT
FT
FT
GUARDRAIL, MISC.: TENSIONED CABLE (BRIFEN) (ALTERNATE 1)
GUARDRAIL, MISC.: TENSIONED CABLE ANCHOR TERMINAL (BRIFEN) (ALTERNATE 1)
GUARDRAIL, MISC.: TENSIONED CABLE (TRINITY) (ALTERNATE 2)
GUARDRAIL, MISC.: TENSIONED CABLE ANCHOR TERMINAL (TRINITY) (ALTERNATE 2)
GUARDRAIL, MISC.: TENSIONED CABLE (MARION STEEL) (ALTERNATE 3)
GUARDRAIL, MISC.: TENSIONED CABLE ANCHOR TERMINAL (MARION STEEL) (ALTERNATE 3)
97
20
2
2
500
500
500
SOIL ANALYSIS
TOPSOIL
SEEDING AND MULCHING
REPAIR SEEDING AND MULCHING
INTER-SEEDING
COMMERCIAL FERTILIZER
LIME
WATER
MOWING
EACH
TON
659
659
659
659
659
659
659
659
659
00100
00300
10000
14000
15000
20000
31000
35000
40000
832
832
EROSION CONTROLEACH30000
15000
0.05
2.2
2
44
20
20
0.08
2
44
20
20
0.05
0.08
2.2
2
44
20
20
0.05
0.08
2.2
0.90.90.9
202 230001000 1000 1000 PAVEMENT REMOVED
STORM WATER POLLUTION PREVENTION PLAN
606
606
606
606
606
606 98100
98000
98100
98000
98100
98000
5000
20
2
2
500
500
500
ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (446)
ASPHALT CONCRETE SURFACE COURSE, 12.5mm, TYPE A, (446)
ASPHALT CONCRETE SURFACE COURSE, 12.5mm, TYPE A, (448), (DRIVEWAYS)
CALCS
OFFICE
SY
CY
SY
SY
SY
ACRE
MSF
MGAL
SY
CY
CY
SY
LS
GAL
CY
CY
CY
CY
CY
ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), (DRIVEWAYS)
DATE: JULY 2016
DESCRIPTIONUNITGRAND
TOTALITEM
ITEM
EXT.
PARTICIPATIONSHEET NUMBERSHEET
SEE
NO.
95
95
630 02100
630
630
630
630
03100
79500
80100
85000
4
11
EACH
EACH
630
644
644
644
644
86002
00100
00200
00300
00400
14
3.29
1.36
1.25
1368
EACH
MILE
MILE
MILE
644
644
644
644
644
644
621
00500
00600
00700
00900
01300
01410
00100
146
313
450
24
9
8
161
EACH
EACH
EACH
625 25400 122
625
625
625
625
625
632
632
632
632
632
632
632
632
632
632
632
632
632
632
632
25500
29000
29600
30706
32000
00300
00500
01100
25000
27004
27008
30200
40300
40500
62700
65200
67200
70001
85000
89900
90100632
180
182
120
2
7
4
2
1
8
2
3
139
823
1168
100
1601
25
1
2
5
1
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
4
11
14
0.80
0.30
0.27
938
146
313
270
24
7
6
2.49
1.06
0.98
430
180
2
2
161
122
180
182
120
2
7
4
2
1
8
2
3
139
823
1168
100
1601
25
1
2
5
1
4
11
14
3.29
1.36
1.25
1368
146
313
450
24
9
8
122
180
182
120
2
7
4
2
1
8
2
3
139
823
1168
100
1601
25
1
2
5
1
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
FT
EACH
EACH
EACH
01601633 1
67100633 1
67200633 1
11
11
11
GROUND MOUNTED SUPPORT, NO. 2 POST
GROUND MOUNTED SUPPORT, NO. 3 POST
SIGN SUPPORT ASSEMBLY, POLE MOUNTED
SIGN, FLAT SHEET
REMOVAL OF GROUND MOUNTED SIGN AND STORAGE
REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL
EDGE LINE
LANE LINE
CENTER LINE
CHANNELIZING LINE
STOP LINE
CROSSWALK LINE
ISLAND MARKING
LANE ARROW
WORD ON PAVEMENT, 96"
CONDUIT, 3", 725.04
TRENCH
TRENCH IN PAVED AREA, TYPE B
PULL BOX, 725.08, 24"
GROUND ROD
VEHICULAR SIGNAL HEAD, 3 SECTION, 12" LENS, 1-WAY
VEHICULAR SIGNAL HEAD, 5 SECTION, 12" LENS, 1-WAY
VEHICULAR SIGNAL HEAD, 3 SECTION, 12" LENS, 2-WAY
COVERING OF VEHICULAR SIGNAL HEAD
LOOP DETECTOR UNIT
LOOP DETECTOR UNIT, DELAY AND EXTENSION TYPE
MESSENGER WIRE, 7 STRAND, …" DIAMETER WITH ACCESSORIES
SIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG
SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG
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
REMOVAL OF TRAFFIC SIGNAL INSTALLATION
INTERCONNECT CABLE, INTEGRAL MESSENGER WIRE TYPE, 7 CONDUCTOR,
CONDUIT, 2", 725.04
RPM
CABINET FOUNDATION
CONTROLLER WORK PAD
TRAFFIC CONTROL
TRAFFIC SIGNALS
& FEDERAL
CITY, STATE100% CITY9687
TRANSVERSE/DIAGONAL LINE
161
SP 1307-5
CONTROLLER UNIT, TYPE 170E, WITH CABINET, TYPE 332, AS PER PLAN "A"
146
229
146
229
96 96
146
229
96
CA
LC
UL
AT
ED
CH
EC
KE
DA
TB-2
08-13.4
3
GE
NE
RA
L
SU
MM
AR
Y
JKP
FG
W
108
36
DATE: JULY 2016
SF
SF
NO.
REF
NO.
SHEETSTATION
FROM TO
SIDE
TOTALS CARRIED TO GENERAL SUMMARY
EACH
RE
MO
VE
D
CA
TC
H B
ASIN
24"
AN
D
UN
DE
R
PIP
E R
EM
OV
ED
WIT
H F
AB
RIC FIL
TE
R
PR
OT
EC
TIO
N T
YP
E C
RO
CK C
HA
NN
EL
CO
NC
RE
TE
MA
SO
NR
Y
TY
PE
A, 706.02
24"
CO
ND
UIT,
TY
PE B
15"
CO
ND
UIT,
TY
PE B
18"
CO
ND
UIT,
TY
PE C
12"
CO
ND
UIT,
TY
PE C
15"
CO
ND
UIT,
202 601 602
FT FT FT FT FT FT
611
TY
PE F
6"
CO
ND
UIT,
EACHEACH EACHEACH EACH
CA
TC
H B
ASIN,
NO. 2-3
TO
GR
AD
E (S
ANIT
AR
Y)
MA
NH
OL
E
ADJ
US
TE
D
GR
AD
E (S
ANIT
AR
Y)
RE
CO
NS
TR
UC
TE
D T
O
MA
NH
OL
E
CA
TC
H B
ASIN,
NO. 2-2
B
CA
TC
H B
ASIN,
NO. 3
A
FT FT FT
GU
TT
ER T
YP
E 2
CU
RB
AN
D
CO
MBIN
ATIO
N
FT
6"x
45°
BRANCHES
BENDS AND
NO.
ONLY
INFO.
FOR
DATE:
31R-1
R-2
C-2
32R-3
32R-5
32R-6
32R-7
R-8
C-3
32R-4
D-1
31D-2
31D-3
U-2
31U-1
U-3
32D-7
32D-11
32D-14
32D-9
32D-10
32D-6
32U-6
U-4
32U-5
U-7
S-1
S-2
S-3
1
1
1
114
44
47
48
104
117
28
0.9
10
10
10
10
22
15
15
15
80
35
103
24
25
432
305
382
185
133
187
1100
532
458
D-4
D-5
D-12
D-13
D-15
D-16
31
32
32
32
32
30
70
82
66
72
75
D-8 32 97
362+00
362+00
367+37
373+00
366+93
371+67
360+97
365+16
366+89
367+28
367+56
368+65
369+46
370+83
366+30
367+33
368+03
369+13
370+50
372+00
367+35
362+35
365+15
31 & 55
365+50
365+80
366+50
367+47
367+47
368+50
369+32
369+98
370+70
371+45
365+15
365+50
365+80
366+50
366+50
367+27
367+47
368+50
368+50
369+32
369+98
369+98
370+70
Lt & Rt
362+55
366+36
369+40
362+00
362+00
365+20
366+55
368+55
367+55
370+03
365+15
366+42
366+50
368+50
369+98
371+45
372+00 10
32 & 34
32 & 34
31-32,34
31-32
32,34
366+42 366+62
31 & 55
32 & 57
32 & 57
10
10 120
1
1
1
1
1
1
1
2
31 & 32
31 & 32
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
31 & 32
32
1
31 & 32
Rt
Lt
Lt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Lt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Lt
Rt
Rt
Rt
Lt
Rt
Rt
Rt
3 502 0.9 25 7014749524 1744 209070 65 51 81 22
SP 1309-1(b)
UN
DE
RD
RAIN
4"
SH
AL
LO
W PIP
E
6"
CO
ND
UIT, T
YP
E F
C-1
CA
LC
UL
AT
ED
CH
EC
KE
DE
STIM
AT
ED
QU
AN
TITIE
S- S
TA.
36
0+5
0
TO
ST
A
37
1+5
0C
LI-6
7-16.8
6MJ
G
DS
N
97
33
JANUARY 2013
609605
CY CY
MA
TC
H LIN
E S
TA 727+00 S.R. 72
MA
TC
H LIN
E S
TA 731+
00 S.R. 72
727+00 728+00 729+00 730+00 731+00
1040
1045
1050
1055
1060
1065
1070
1075
1040
1045
1050
1055
1060
1065
1070
1075
Prop. Profile
Exist. Ground
N
(Copper Cable)
SBC Telephone
Ex. S
R 72
ST
A
727
+00
TO
731+00
CA
LC
UL
AT
ED
CH
EC
KE
D
GR
E-7
2-13.6
7
RE
F
NO.
PL
AN
AN
D
PR
OFIL
E
ST
ATIO
N
FR
OM
TO
TO
TA
LS
CA
RRIE
D
TO
GE
NE
RA
L
SU
MM
AR
Y
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
40
20
10M
SQ
JA
D
17
51
To Be Removed
12" Plastic pipe
Limit
Construction
Limits
Construction
+50
7.50'
CROSS REFERENCES
SHEET NO.
| References & Benchmarks
Culvert Details
R-1
727+43
727+56
202
184
FD-1
727+43
727+56
158
R-1
FD-1
R-2
R-2
728+15
728+22
14" Farm Tile
14" Farm Tile
Extensions to Be Removed
With 58"x91" Elliptical Pipe
Exist. 7'X5' Culvert
12" Conc. Pipe
12" Plastic pipe
50
+
SD-1
SD-1
727+50
729+50
| Construction SR 72
3
38
202
R-3
R-4
R-3
R-4
728+17
728+23
728+27
728+35
2
CONDUIT, TYPE A, 706.04
PROPOSED 53" X 83"
To Be Removed
with 58"x91" Elliptical pipe extensions
Exist. 7'X5' Culvert
CONDUIT, TYPE A, 706.04
PROPOSED 53" X 83"
1
R-5
R-5
728+51
728+53
1
728729
730
+1.52 %
P.V.I. STA 730+00.00
ELEV = 1,062.02'
+1.52 % -0.59 %
P.V.I. STA 727+00.00
ELEV = 1,057.46'
200.00' VC 200.00' VC
SSD Not Restricted SSD = 611' (Min. 570' Required)
1057.90
1058.09
1058.33
1058.63
1058.98
1059.74
1060.50
1060.84
1061.
13
1061.
34
1061.
49
1061.
57
1061.
59
1061.
54
1055.51
1054.71
1054.10
1054.47
1055.45
1056.31
1054.43
1056.84
1057.27
1061.
43
DATE:
SP 1309-6
(Copp
er C
able)
Tele
phon
e
R = 1,273.24'
D
P.I. STA. 728+94.39 | Const. SR 72
Curve Data ST = 74.05'
LT = 148.06'
Ls = 222.00'
f
Lc = 871.18'
Ts = 694.55'
Es = 128.83'
"Joe's J
unky
ard"
Privat
e Sig
n
1059.36
1060.12
e max = 0.08
JANUARY 2013
202
184
FT
611
FT
158
202
1
671
167
202
RE
MO
VE
D
HE
AD
WA
LL
EA
CH
1 1
202
EA
CH
1
TY
PE
A
MA
T,
CO
NT
RO
L
ER
OSIO
N
UN
DE
R
24"
AN
D
RE
MO
VE
D,
PIP
E
TY
PE B
CO
ND
UIT,
15"
SY
BO
X
JU
NC
TIO
N
TIL
E
2'x
2'
FA
RM
MIS
C.:
RE
MO
VA
L
EA
CH
EX
TE
NSIO
NS
PIP
E
EL
LIP
TIC
AL
WIT
H 58"
X 91"
BO
X C
UL
VE
RT
7'X
5'
CO
NC
RE
TE
RE
MO
VA
L
MIS
C.:
SID
E
RT
& L
T
RT
& L
T
RT
RT
RT
RT
RT
167
DESCRIPTION
334+00 335+00 336+00 337+00 338+00
1055
1060
1065
1070
1075
1080
1090
1055
1060
1065
1070
1075
1080
1085
1090
N
6" CMP
6" CMP
Castine
of
Village
}
}
}
}
}| Construction S.R. 722
MH
24" Plastic24" Plastic
24" Plastic
GR-2GR-3
GR-4
GR-2
GR-3
GR-4
R-2
R-4
LT.
LT.
LT.
RT.
RT.
1 1 1
1R-1
R-3
WK-1
WK-2
337+64
RT.
337+64
475
202
202
606
606
606
608
EA
CH
EA
CH
336+92
34
334+62.3
335+64.5
336+54.6
337+77.2
336+69.2
337+67.6
606
EA
CH
1 1
18" CMP
Dry Hydrant
334+92
337+39
250
336+80
405
335+07
337+28
RT
225
FT
405
FT
62.5
354
354
S 89° 27' 23" E
R-2
TY
PE T
ASS
EM
BL
Y,
AN
CH
OR
RE
MO
VE
D
WA
LK
RE
MO
VE
D
GU
AR
DR
AIL
TY
PE 5
GU
AR
DR
AIL,
TY
PE
A
ASS
EM
BL
Y,
AN
CH
OR
Line
Sawcut
MH
ST
A.
334
+00
TO
ST
A.
338
+0
0
CA
LC
UL
AT
ED
CH
EC
KE
DD
AR-72
2-6.3
4
RE
F
NO.
PL
AN
AN
D
PR
OFIL
E - S.R.
72
2
ST
ATIO
N
FR
OM
TO
SID
E
TO
TA
LS
CA
RRIE
D
TO
GE
NE
RA
L
SU
MM
AR
Y
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
40
20
10J
AR
GF
R
AA
Type A
13:1 Flare
Village of Castine
Corporation Line
Line
Sawcut
Section
Flared End
AA
Type A
Limits
Construction
17"
Sawcut Line
24" Plastic
50.0
387.5
1
Limits
Construction
Limits
Construction
13
2" IPS Gas
8" HPS Gas
Lot
Parking
Gravel
13:1 Flare
Structure
DAR-722-0635
Line
Sawcut
16"
10"
336+23
335+49
RP
C-1
RP
C-2
336+71
335+98
LT/
RT
LT/
RT
601
250
130
120
BTA
Type 4
AA
Type T
13:1 Flare
13:1 Flare
2" IPS Gas24" CMP
BTA
Type 4
Type 4
BTARCP-1
BTA
Type 4
For Existing and Proposed Structure blocks see sheet 14.
AA
Type A
Limits
Construction
Sta. 336+61.96
Begin Approach Slab
RCP-2
End Approach Slab
Sta. 335+58.05
2.5:1
Dry Hydrant
18" CMP (Inlet Unknown)
{ = 1063.45
{ = 1063.04
(Inlet Unknown)
6" CMP
(Inlet Unknown)
6" CMP
CMP
24"
{ = 1062.15
GR-1
WK-2
R-4
GR-1
334+02.5
335+49.5
RT.
11
137.5
125
24
1075.75
1075.81
1075.86
1075.91
1075.96
1076.02
1076.07
1076.12
DATE:
1075.44
1075.58
1075.64
1075.74
1075.86
1075.98
1076.12
1076.20
1076.58
0.21% 0.21% 0.21%
MA
TC
H LIN
E S
TA. 334+00 S.R. 722
MA
TC
H LIN
E S
TA. 338+00 S.R. 722
SP 1309-8
OCTOBER 2008
RO
CK C
HA
NN
EL
PR
OT
EC
TIO
N
TY
PE C
WIT
H FIL
TE
R
WA
LK
CO
NC
RE
TE
4"
TY
PE 4
ASS
EM
BL
Y,
TE
RMIN
AL
BRID
GE
CY
SF
106'-3" (TYP.)
17 SPA. @ 6'-3" =
R-3 2'
11'
10'
1'10'
10'
4'
7'
10'
14'
+62.3
+92 +
49.5
+49
+23
+15
+98
+50
+40
+64.5
+33.05
+07
Twin Creek
+54.6
+77.2
+39
+05
+57.6
+64
+92
+28
+86.96
+80
+71
+69.2
+2.5
11'
2'
19'
337335 336
3.2:1
SF
334+00 335+00 336+00 337+00 338+00
1055
1060
1065
1070
1075
1080
1090
1055
1060
1065
1070
1075
1080
1085
1090
N
6" CMP
6" CMP
Castine
of
Village
}
}
}
}
}| Construction S.R. 722
MH
24" Plastic24" Plastic
24" Plastic
GR-2GR-3
GR-4
GR-2
GR-3
GR-4
R-2
R-4
LT.
LT.
LT.
RT.
RT.
1 1 1
1R-1
R-3
WK-1
WK-2
337+64
RT.
337+64
475
202
202
606
606
606
608
EA
CH
EA
CH
336+92
34
334+62.3
335+64.5
336+54.6
337+77.2
336+69.2
337+67.6
606
EA
CH
1 1
18" CMP
Dry Hydrant
334+92
337+39
250
336+80
405
335+07
337+28
RT
225
FT
405
FT
62.5
354
354
S 89° 27' 23" E
R-2
TY
PE T
ASS
EM
BL
Y,
AN
CH
OR
RE
MO
VE
D
WA
LK
RE
MO
VE
D
GU
AR
DR
AIL
TY
PE 5
GU
AR
DR
AIL,
TY
PE
A
ASS
EM
BL
Y,
AN
CH
OR
Line
Sawcut
MH
ST
A.
334
+00
TO
ST
A.
338
+0
0
CA
LC
UL
AT
ED
CH
EC
KE
DD
AR-72
2-6.3
4
RE
F
NO.
PL
AN
AN
D
PR
OFIL
E - S.R.
72
2
ST
ATIO
N
FR
OM
TO
SID
E
TO
TA
LS
CA
RRIE
D
TO
GE
NE
RA
L
SU
MM
AR
Y
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
40
20
10J
AR
GF
R
AA
Type A
13:1 Flare
Village of Castine
Corporation Line
Line
Sawcut
Section
Flared End
AA
Type A
Limits
Construction
17"
Sawcut Line
24" Plastic
50.0
387.5
1
Limits
Construction
Limits
Construction
13
2" IPS Gas
8" HPS Gas
Lot
Parking
Gravel
13:1 Flare
Structure
DAR-722-0635
Line
Sawcut
16"
10"
336+23
335+49
RP
C-1
RP
C-2
336+71
335+98
LT/
RT
LT/
RT
601
250
130
120
BTA
Type 4
AA
Type T
13:1 Flare
13:1 Flare
2" IPS Gas24" CMP
BTA
Type 4
Type 4
BTARCP-1
BTA
Type 4
For Existing and Proposed Structure blocks see sheet 14.
AA
Type A
Limits
Construction
Sta. 336+61.96
Begin Approach Slab
RCP-2
End Approach Slab
Sta. 335+58.05
2.5:1
Dry Hydrant
18" CMP (Inlet Unknown)
{ = 1063.45
{ = 1063.04
(Inlet Unknown)
6" CMP
(Inlet Unknown)
6" CMP
CMP
24"
{ = 1062.15
GR-1
WK-2
R-4
GR-1
334+02.5
335+49.5
RT.
11
137.5
125
24
1075.75
1075.81
1075.86
1075.91
1075.96
1076.02
1076.07
1076.12
DATE:
1075.44
1075.58
1075.64
1075.74
1075.86
1075.98
1076.12
1076.20
1076.58
0.21% 0.21% 0.21%
MA
TC
H LIN
E S
TA. 334+00 S.R. 722
MA
TC
H LIN
E S
TA. 338+00 S.R. 722
SP 1309-8
OCTOBER 2008
RO
CK C
HA
NN
EL
PR
OT
EC
TIO
N
TY
PE C
WIT
H FIL
TE
R
WA
LK
CO
NC
RE
TE
4"
TY
PE 4
ASS
EM
BL
Y,
TE
RMIN
AL
BRID
GE
CY
SF
106'-3" (TYP.)
17 SPA. @ 6'-3" =
R-3 2'
11'
10'
1'10'
10'
4'
7'
10'
14'
+62.3
+92 +
49.5
+49
+23
+15
+98
+50
+40
+64.5
+33.05
+07
Twin Creek
+54.6
+77.2
+39
+05
+57.6
+64
+92
+28
+86.96
+80
+71
+69.2
+2.5
11'
2'
19'
337335 336
3.2:1
SF
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
20
10
5
N
CA
R-38-2
2.5
6D
RIV
EW
AY
DE
TAIL
S
RESIDENTIAL DRIVES
DROPPED CURB
AS PER BP-4.1
L2
L1
W
|
DRIV
E
VA
RIES
9.5'
TO 24.5'
COMMERCIAL DRIVES WITHOUT WRAP-AROUND CURB
| CONSTRUCTION S.R. 38
L1
L2
W
|
DRIV
E
9.5'
TO 24.5'
VA
RIES
COMMERCIAL DRIVES WITH WRAP-AROUND CURB
AS PER BP-4.1
DROPPED CURB
|
DRIV
E
W
L2
L1
9.5'
TO 24.5'
SERVICE STATION DRIVES
FOR , SEE PLAN/PROFILE
SHEETS.
| CONSTRUCTION S.R. 380
DROPPED CURB
AS PER BP-4.12'- MAX. OFFSET
W
PARKING AREA)
2' (FOR CONC.
L2
L1
VA
RIES
9.5'
TO 24.5'
| D
RIV
E
3'R
EXISTING ASPHALT DRIVES
304 - 6" AGGREGATE BASE
EXISTING CONCRETE DRIVES
304 - 10" AGGREGATE BASE
EXISTING ASPHALT DRIVE
304 - 8" AGGREGATE BASE
EXISTING CONCRETE DRIVE
SEE SHEET 41 FOR DRIVEWAY QUANTITIES.
301 - 8" ASPHALT CONCRETE BASE, PG64-22
301 - 2" ASPHALT CONCRETE BASE, PG64-22
452 - 6" NON-REINFORCED CONCRETE PAVEMENT (APRON)
452 - 6" NON-REINFORCED CONCRETE PAVEMENT (APRON)
452 - 6" NON-REINFORCED CONCRETE PAVEMENT (APRON)
452 - 8" NON-REINFORCED CONCRETE PAVEMENT (APRON)
452 - 8" NON-REINFORCED CONCRETE PAVEMENT (APRON)
452 - 8" NON-REINFORCED CONCRETE PAVEMENT (APRON)
0
EXISTING AGGREGATE DRIVE
EXISTING AGGREGATE DRIVES
COMMERCIAL AND SERVICE STATION DRIVES
442 - 1‚" ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A, (448)
442 - 1ƒ" ASPHALT CONCRETE, INTERMEDIATE COURSE, TYPE 1, (448)
RESIDENTIAL DRIVES
DATE: JULY 2016
SP 1311-4
R1
CURB, TYPE 6 (TYP.)
R2
2'- MAX. OFFSET (TYP.)
18'
2' 6"
R1
2'- MAX. OFFSET (TYP.)
CURB, TYPE 6 (TYP.)
CURB & GUTTER, TYPE 2
R2
CURB & GUTTER, TYPE 2
PAVEMENT
452 - 8" NON-REINFOCED CONCRETE
R2
CURB & GUTTER, TYPE 2
2'-MAX. OFFSET (TYP.)
R1 3'R
2' 6"
18'
18'
R2
CURB & GUTTER, TYPE 26" R1
18'
2' 6"
PAVEMENT
452 - 6" NON-REINFORCED CONCRETE
PAVEMENT
452 - 8" NON-REINFORCED CONCRETE
2'3'R
2'
CURB, TYPE 6
2'
CURB, TYPE 6
PAVEMENT
452 - 8" NON-REINFORCED CONCRETE
3'R
CURB, TYPE 6 (TYP.)
(PER BP-4.1)
DROPPED CURB
2' - MAX. OFFSET
| CONSTRUCTION S.R. 38
| CONSTRUCTION S.R. 38
IN 6'-0" (TYP. BOTH SIDES)
TAPER CURB HEIGHT 6" TO 0"
407 - TACK COAT 407 - TACK COAT
40
260
CA
LC
UL
AT
ED
CH
EC
KE
D
TOTALS CARRIED TO GENERAL SUMMARY
DRIV
EW
AY
SU
BS
UM
MA
RY
WS
R
SJ
B
CA
R-3
8-2
2.5
6
9.50
9.50
9.50
9.50
9.50
9.50
9.50
9.50
17.0
17.0
9.50
9.50
9.50
9.50
9.50
9.50
9.50
9.50
10.0
9.50
10.0
9.50
10.0
9.50
17.0
17.5
9.50
9.50
9.50
11.0
9.50COMM.
COMM.
COMM.
COMM.
COMM.
COMM.
RES.
COMM.
RES.
COMM.
COMM.
COMM.
COMM.
RES.
RES.
RES.
RES.
RES.
COMM.
COMM.
RES.
COMM.
RES.
COMM.
RES.
COMM.
COMM.
COMM.
COMM.
COMM.
RES.713+64
PARKING
713+18
PARKING
713+39
PARKING
712+53
PARKING
711+96
PARKING
711+58
711+08
PARKING
710+44
5TH ST. N.W.
10+67
5TH ST. N.W.
10+51
PARKING
709+81
709+01
PARKING
708+05
707+44
706+39
705+14
704+21
706+69
703+60
PARKING
702+45
701+32
PARKING
700+77
PARKING
699+96
698+87
2ND ST. N.W.
10+36
2ND ST. N.W.
10+75
PARKING TO 698+00
697+68
697+25
PARKING
696+62
696+27.03
695+70
DR-1
DR-2
DR-3
DR-4
DR-5
DR-6
DR-1
DR-2
DR-3
DR-4
DR-5
DR-1
DR-2
DR-3
DR-4
DR-5
DR-6
DR-7
DR-1
DR-2
DR-3
DR-4
DR-5
DR-6
DR-7
DR-8
71
71
71
71
71
71
74
74
74
74
74
74
76
76
76
76
76
77
77
77
77
77
77
77
78
78
78
78
78
78
78
78
AP
RO
N L
EN
GT
H "L
1"
DRIV
EW
AY L
EN
GT
H "L
2"
RE
FE
RE
NC
E
DRIV
E L
OO
KIN
G F
RO
M |)
R1 (L
EF
T SID
E R
ADII
OF
DRIV
E L
OO
KIN
G F
RO
M |)
R2 (RIG
HT SID
E R
ADII
OF
PA
VE
ME
NT R
EM
OV
ED
EM
BA
NK
ME
NT
NO.
SH
EE
T
NO.
ST
ATIO
N
SID
E
DRIV
E
TY
PE
WID
TH "W
"
10"
AG
GR
EG
AT
E B
AS
E
6"
AG
GR
EG
AT
E B
AS
E
8"
AG
GR
EG
AT
E B
AS
E
CO
NC
RE
TE
PA
VE
ME
NT
CO
NC
RE
TE
PA
VE
ME
NT
RT
RT
RT
RT
LT
RT
RT
RT
LT
LT
RT
RT
RT
RT
RT
RT
LT
LT
LT
LT
LT
RT
RT
LT
LT
LT
LT
LT
RT
LT
RT
RT
LT
LT
RT
RT
LT
13.0
17.0
15.0
20.0
10.0
23.3
28.0
9.50
5.00
11.0
12.5
26.5
5.00
5.00
5.00
1.00
9.50
5.00
10.5
17.5
10.0
39.0
6.00
16.5
3.00
13.0
3.00
20.0
35.0
12.0
35.0
26.0
35.0
35.0
8.00
25.0
15.0
35.0
21.0
35.0
35.0
13.0
21.0
28.0
8.00
12.0
35.0
19.0
17.0
16.0
6.00
21.5
17.0
35.0
35.0
35.0
35.0
35.0
14.0 6.00
15.0
5.00
15.0
15.0
15.0
6.00
15.0
2.30
15.0
6.00
15.0
15.0
6.00
6.00
6.00
6.00
6.00
15.0
15.0
15.0
6.00
15.0
4.00
15.0
15.0
15.0
15.0
15.0
15.0 15.0
6.00
15.0
15.0
15.0
3.00
6.00
15.0
6.00
15.0
6.00
15.0
15.0
6.00
6.00
6.00
6.00
6.00
15.0
15.0
6.00
2.30
6.00
15.0
6.00
15.0
5.00
15.0
15.0
15.0
6.00
186.6
217.7
111.7
141.7
26.1
67.7
29.3
165.6
53.7
35.6
6
16
3
1
4
2
1
8
5
7
26
19
11
12
4
15
10
13
5
16
2
6
29
3
1
2
5
22
11
5
5
3
13
17
7
15
16
16
14
15
2
9
1
15
6
2
3.9
3.1
1.5
1.5
1.0
6.4
2.7
17.3
0.2
1.8
3.7
9.1
5.2
10.6
12.8
24.8
4.2
8.0
2.8
6.7
13.7
6.4
12.8
17.9
10.4
12.8
0.7
4.4
6.5
2.0
6.2
3.9
2.1
3.8
1.0
0.1
2.8
2.2
3.9
2.8
1.4
3.1
1.4
0.6
1.8
1.0
5.5
3.8
2.8
2.2
1.1
0.9
0.1
0.6
1.2
3.0
0.8
1.6
2.0
2.7
3.9
0.7
1.3
0.4
1.0
2.2
1.0
2.0
2.8
1.6
2.0
0.1
0.78.0
1.3
23.1
18.7
32.3
23.1
11.5
21.9
24.7
12.0
8.9
4.2
5.1
14.4
7.6
0.5
44.7
31.1
6.4
23.1
19.0
9.3
GAL
30.0
7.8
1.6
14.4
14.4
29.1
8.7
13.1
19.6
18.9
20.2
16.2
120.7
17.1
218.9
31.8
85.6
26.1
66.2
32.0
40.7
27.1
94.9
53.7
51.8
41.1
24.0
35.6
29.1
42.7
40.9
42.7
36.4
42.7
DR-1
DR-2
DR-3
DR-4
DR-5
--
--
--
--
202 203 301 304 407
452
1036 33 393 55 214 33351 194 1202
8"
NO
N-
REIN
FO
RC
ED
6"
NO
N-
REIN
FO
RC
ED
TA
CK C
OA
T
1ƒ"
ASP
HA
LT C
ON
CR
ET
E,
IN
TE
RM
EDIA
TE C
OU
RS
E,
SU
RF
AC
E C
OU
RS
E,
8"
ASP
HA
LT
CO
NC
RE
TE B
AS
E,
PG64-22
EX
CA
VA
TIO
N
JULY 2016DATE:
SP 1311-5442
19M
M, T
YP
E
A (4
46)
4.5
MM, T
YP
E
A (4
46)
1‚"
ASP
HA
LT C
ON
CR
ET
E
41
260
FT FT FT FT FT SY CY CY CY CY CY CY CY CY SY SY
N
| Construction
Varies (0" to 1'-0")
Profile Grade Pt.
1'
0.016
0'-6" typ.
0'-6" typ.
Crown Line
1'
0.016
Sta. 229+30
Per B
P-3.1
Butt Joint
60' Feather
Pavement & Shoulder
Sta. 229+90
110' Pavement Widening and Resurfacing
W/Full Depth Shoulders
Transition Existing Crown Line
As Per Typical
Section
Profile Grade Line
and Proposed Crown Line
A
A
231230 Proposed Crown Line
| Const. S.R. 46 & Profile Grade Line
Line
Ex. Crown
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
20
10
5
B
A
7
6
4
3
2
1
PG64-22
1
ITEM 304 - 6" AGGREGATE BASE
22
16
7
A
B
` 5" Asphalt
` 8" Macadam Base
ITEM 301 - 5" ASPHALT CONCRETE BASE, PG64-22
ITEM 407 - TACK COAT (Applied at a rate of 0.075 gal/yd µ)
3
3
5 ITEM 408 - PRIME COAT
(Applied at a rate of 0.4 gal/yd µ)
5 5
PIC-4
6-2
7.2
2P
AV
EM
EN
T
TR
AN
SITIO
N
DE
TAIL
S
SECTION A-A
LEGEND
PAVEMENT TRANSITION DETAIL
4'
12'
12'
4'
3'
10'
11'
3'
1'
3'
10'
11'
3'
ITEM 441 - 1‚" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446)
ITEM 441 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (446)
SP 1311-6DATE: JULY 2016
33
156
NOT USED
200' Taper
12'
| Median Crossover
A A
16'
B
B
35.6'R
12'
200' Taper
TYPICAL MEDIAN CROSSOVER DETAIL
Applies: Sta. 5+00 and Sta. 124+00
Section A-A
4
12:1
1 3 2
4
| Median Crossover
12" Below Profile Grade
At | Median Crossover
Section B-B
E/
P
Quantities
Mainline
Quantities
Median
for Shoulder Details
See Typical Sections
1
| Construction
of Pavement
12" Below Edge
Line
Shoulder
Extended
3 2
E/
P
Quantities
Mainline
for Shoulder Details
See Typical Sections
LEGEND
1
2
3
4
D
E
S
L
ITEM 304 - 6" Aggregate Base
ITEM 204 - Subgrade Compaction
SY
L
L
S
E
L
E
D
Y
L
| Survey & Const. S.R. 2
Joint Spacing
15' Typ. Longitudinal
MEDIAN CROSSOVER JOINT DETAIL
16.2'R
16.2'R
DATE:
SP 1311-8
MEDIAN CROSSOVER PAVEMENT
0.040.04
0.040.04
ITEM 659 - Seeding And Mulching
Transverse Joint (With Dowels), As Per BP-2.2
Standard Longitudinal Joint, As Per BP-2.1 without Tie Bar 3
Longitudinal Joint, As Per BP-2.1
C
Y
Contraction Joint As Per BP-2.2
Contraction Joint (Type Y) As Per BP-2.5
C
C L
Median
CCCC
Proposed Pavement.
*Align Transverse Joints in Median Crossover and
Joint Spacing
Expansion Joint (Without Dowels), As Per BP-2.2
CA
LC
UL
AT
ED
CH
EC
KE
D
OT
T-6
6-4.3
3
ME
DIA
N
CR
OS
SO
VE
R
DE
TAIL
S
KA
K
LJS
267
91
JULY 2016
Class QC1, As Per Plan
ITEM 452 - 9" Non-Reinforced Concrete Pavement,
R35.6'
4'
Paved Shoulder
4.0'
Paved Shoulder
4.0'Edge of Graded Shoulder
| Const. S.R. 66
Edge of Graded Shoulder
Line
Shoulder
Extended4.0'
24.0' Vertical Curve
4.0'
60.0'
6.0' 6'
6" (Typ.)
12:1
16' Transverse+/-
Joint Diagram to the Engineer for Approval.
The Contractor May Submit an Alternate
Note: The Above is A Suggested Joint Diagram.
Crossover
| Median
B A 6 1 C 7 2 5 4 1
(Taper Rate=50' Per Inch
of Thickness)
Bridge Limits
1867451B 24 5 1 A 2 C
4
5
6
7
2
8
1
EXISTING LEGEND
PROPOSED LEGEND
TRANSITION AT STRUCTURES
Resurface as per
Typical Sections
32
161
A
B
C
VAN-277-1246 Lt. & Rt. (North Only)
VAN-277-1041 Lt. & Rt. (South Only)
VAN-277-0585 Lt. & Rt. (North & South End)
DETAIL APPLIES AT:
CA
LC
UL
AT
ED
CH
EC
KE
D
DM
K
SP 1311-9
Slab
Approach
Deck
Concrete Bridge
2 2
BEGIN/END PAVEMENT
PAVEMENT TRANSITION AT
2
3
Asphalt Concrete
= Item 254 Pavement Planing,
(Depth As Shown)
ITEM 254 Pavement Planing, Asphalt Concrete
CM
L
DATE: JULY 2016
Type 1, (446) PG64-22
ITEM 441 1 ‚" Asphalt Concrete Surface Course,
Type 1, (446)
ITEM 441 1 ƒ" Asphalt Concrete Intermediate Course,
Type 1, (446) PG64-22
ITEM 441 Var. Thickness Asphalt Concrete Surface Course,
12.5'
1ƒ"
1‚"1•
"2ƒ
"
50'-0"
2"
` 6•" Asphalt Concrete
` 6" Subbase
` 9" Reinforced Portland Cement
Concrete Pavement
2"
1ƒ"
2ƒ
"
3"1ƒ
"
50'-0"
275'-0"
37'-6" 25'-0"
1ƒ"
1•"
PA
VE
ME
NT
TR
AN
SITIO
N
DE
TAIL
S
VA
N-27
7-6.6
6
NOT USED
ITEM 407 Tack Coat
Using Hydrodemolition
ITEM 848 1ƒ" Superplasticized Dense Concrete Overlay
Course, Type 1, (446)
ITEM 441 Var. Thickness Asphalt Concrete Intermediate
1 2 7 A 5 C B
| Overhead Structure
12A75
1 5 7 2 B C
PAVEMENT TRANSITION AT OVERHEAD BRIDGE
DETAIL APPLIES AT STRUCTURES:
STRUCTURE
VAN-277-1383
VAN-277-1234
VAN-277-0911
VAN-277-0776
VAN-277-0633
VAN-277-0493
VAN-277-0378
156.0'
155.0'
179.0'
165.0'
166.0'
160.0'
144.0'
78.0'
77.5'
89.5'
82.5'
83.0'
80.0'
72.0'
Resurfaced
Bridge Section
Resurface As Per
Typical Section
127A5CB52
14
B
C
36
Concrete
Bridge
Deck
Detail
Approach
Slab
PAVEMENT TRANSITION AT OVERHEAD AND MAINLINE BRIDGES
DETAIL APPLIES AT STRUCTURES:
PROPOSED LEGEND
1
2
3
4
5
6
7
A
B
CConcrete Pavement
Resurface As Per
Typical Section
Resurface As Per
Typical Section
33
161
3"
7
(Depth = 2")
| Overhead Structure
SP 1311-10
324.0' S.B. Lanes
286.0' N.B. Lanes
EXISTING LEGEND
a b
a
b b
c
d
c
d
55
55
ITEM 254 Pavement Planing, Asphalt Concrete
5
VAN-277-1041 (North Side Only)
VAN-277-1047
VAN-277-0633
VAN-277-0493 VAN-277-1303
VAN-277-0911VAN-277-1234
VAN-277-0776 VAN-277-0378
`6 •" Asphalt Concrete
`6" Subbase
`9" Reinforced Portland Cement
ITEM 441 1 ‚" Asphalt Concrete Surface Course,
ITEM 441 1 ƒ" Asphalt Concrete Intermediate Course,
ITEM 441 Var. Thickness Asphalt Concrete Surface Course,
ITEM 441 Var. Thickness Asphalt Concrete Intermediate
Type 1, (446), PG 64-22
Type 2, (446)
Type 2, (446), PG 64-22
Course, Type 2, (446)
225'-0"
6‚
"
5‚
"
3"
225'-0"
3"
4•
"
77'-6" 225'-0"
1ƒ"
3"
37'-6"
50'-0"
1•"
2ƒ
"
2"
4•
"
PA
VE
ME
NT
TR
AN
SITIO
N
DE
TAIL
SV
AN-277-6.6
6
DATE: JULY 2016
ITEM 407 Tack Coat
CA
LC
UL
AT
ED
CH
EC
KE
D
CM
L
DM
K
Asphalt Concrete
ITEM 254 - Pavement Planing,
ITEM 848 Micro Silica Modified Concrete using
Hydrodemolition (Thickness 1 ‚" Nominal)
| Ramp
Transition Length = 162'-6"
(Taper Rate = 25' Per Inch of Thickness)
* Note: Widen outside shoulder as per plan
PLAN VIEW
Resurface as per
Typical Section
TRANSITION AT RAMP/CROSSROAD INTERSECTION
DETAIL APPLIES AT:
S.R. 666 Interchange
SECTION A-A
PLAN VIEW
Speed Change Lane Pavement
TRANSITION AT REST AREA ENTRANCE/EXIT RAMP DETAIL
PROPOSED LEGEND
SECTION B-B
EXISTING LEGEND
`6" Aggregate Base
A
B
C
1
2
3
4
5
6
7
B3
7
45
12 5 A
2
1
6
To
Rest Area
(Taper Rate = 40' per
Inch of Thickness)
Speed Change
Lane
Feather Pavement
A
C B 5
7
3 4 5 6 1 2
5
A
2
1
6
B
A A
E/
P S.R. 666
Inch of Thickness)
(Taper Rate = 25' per
E/
P S.R. 666
Ramp
300' Transition
Speed Change Lane
PA
VE
ME
NT
TR
AN
SITIO
N
DE
TAIL
SV
AN-27
7-6.6
6
34
161
Paved Shoulder
Paved Shoulder
I.R. 277 Mainline Pavement
(Depth = 2")
(Var. Thickness)
SP 1311-11
| S.R. 666
B
5
5
55
ITEM 254 Pavement Planing, Asphalt Concrete
ITEM 254 Pavement Planing, Asphalt Concrete
3'
`6•" Asphalt Concrete
Concrete Pavement
`9" Reinforced Portland Cement
Asphalt Concrete
Pavement Planing, ITEM 254
DATE: JULY 2016
Type 1, (446), PG 64-22
ITEM 441 1 ‚" Asphalt Concrete Surface Course,
Type 2, (446)
ITEM 441 1 ƒ" Asphalt Concrete Intermediate Course,
ITEM 441 Var. Thickness Asphalt Concrete Surface
Course, Type 1, (446), PG 64-22
ITEM 441 Var. Thickness Asphalt Concrete Intermediate
Course, Type 2, (446)
120'-0"
1•"
2ƒ
"
110'-0"
3"
1ƒ"
Transition Length = 300'
1‚"
1ƒ"
Transition Length = 162'-6"
4•
"
1‚"1ƒ
"
3"
1ƒ"
50'-0"
43'-9"
1•"
2ƒ
"
1'
16'
6'
*
12'
Paved Shoulder
CA
LC
UL
AT
ED
CH
EC
KE
D
DM
K
CM
L
ITEM 407 Tack Coat
N
AL
L-2
33-2
2.6
9
830
835
825
3:1
12:1 829.8
+98.87, |
{ 827.54
12:1
10'
Paved Shoulder
3:1
601 Riprap using 6" Reinforced
602 Concrete Masonry
611 27" Conduit, Type A, 706.02
50
100
50
Q
Q
HW
HW100
50V
100V
(TO B
E
AB
AN
DO
NE
D)
4"
Clay
91.0' Rt.
Sta. 572+00,
10'
Paved Shoulder
EA
ST
BO
UN
D L
AN
ES
4'
Paved Shoulder
4"
Cla
y
(TO BE A
BA
ND
ONE
D)
WES
TB
OU
ND L
AN
ES
4'
Paved Shoulder
92.0' Lt.
HYDRAULIC DESIGN DATA
3:1
3:1
3:1 10:1 10:1 3:1
8:1 3:1 3:1
2:1
2:1
2:1
8:13:1
12:112:1
840
| Construction U.S. 233
830
835
825
840
ESTIMATED QUANTITIES (Carried to General Summary)
CU
LV
ER
T
DE
TAIL
S
U.S.
233 - S
TA.
572
+00
8:1 3:1
6" Type F6" Type F
27" Type A
8:1
8"
N 27°48'4
0.6"
E
2:1
DATE:
SP 1312-1
Limit
s
Constructio
n
28'-0" 10'-0" 24'-0" 4'-0" 26'-0" 26'-0" 4'-0" 24'-0" 10'-0" 27'-3"
24'-0"
10'-6"
4'-
6"
Sta. 572+00
w/Filter
18" Thick
Type C,
Protection
Rock Channel
3:1 C.B. No. 4
15" Type C
90°
15"x27" Tee
24'-0"
4'-6"
4'-0"
(on 3 sides)
as per DM-1.1
Cutoff Walls
Riprap,
Concrete Slab
6" Reinforced
10
283
586
DM
K
CM
L
20
5
601 Rock Channel Protection, Type C, with Filter
Variable
HW-2.2
\ Ra
mp "B
"
HW(50) = 829.7'
HW(100) = 830.1'
(on three sides)
Cutoff Walls as per DM-1.1
E/P 832.36
E/P 831.99
E/P 832.15
E/P 832.53
Variable2:1
{ Elev. 827.00
Concrete Slab
Riprap, 6" Reinforced
{ Elev. 826.80
2:1
Type A @ 0.11%
27"x183'HW-2.2
18" Thick w/Filter
Protection Type C,
Rock Channel
15"x27" Tee15" Type C
572+00.00, |
Constructio
n Limit
s
Ordinary High Water Mark = 827.3'
Design Service Life
pH (Non-Abrasive)
Drainage Area
= 6.1 fps
= 5.6 fps
= 830.1'
= 829.7'
= 25 cfs
= 22 cfs
= 28 Ac.
= 7.8
= 50 Yr.
JULY 2016
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
CA
LC
UL
AT
ED
CH
EC
KE
D
= 2.8 CY
= 2.0 SY
= 1.15 CY
= 183 FT
NP
RE-4
37-2.6
5S.R.
437
ST
A.
158
+30
CU
LV
ER
T
DE
TAIL
2:1
2:1
2:1
2:1
2:1
48:1
2:1
1+00
STA. 1+16, | CULVERT
48:1
2:1
158+00
2+00
| C
ONST
R. S.R. 437
STA. 2+00, | CULVERT
2:1
2:1
STA. 3+00, | CULVERT
48:1
2:1
2:1 CO
NST
RU
CTIO
N
LIMIT
S
3+00
48:1
48:1
2:1 2:1
(See Estimated Quantities for Alternate Conduit)
66" x 184' CONDUIT TYPE A @ 1.47%
2:1 Normal
| Construction, S.R. 437
P.G. Elev. 838.65
E/
P
E/
P
2:1 N
ormal
HW
HW
Q
Q
V
V
Drainage Area
HYDRAULIC DESIGN DATA
ESTIMATED QUANTITIES
DESCRIPTIONUNITQUANITEM
CONDITION: POOR
Maxim
um
Cover 25'
840
830
820
810
840
830
820
810
202
601
602
611
660
670
5.9
STRUCTURE REMOVED
SODDING
ALUMINIZED, 707.02 (0.138) ALUMINIZED, 707.03 (0.109)
CONCRETE MASONRY
ROCK CHANNEL PROTECTION, TYPE A WITH FILTER
QUANTITIES CARRIED TO DRAINAGE SUBSUMMARY, SHEET 37
HW(25) = 815.6'
HW(100) = 817.6'
DITCH EROSION PROTECTION MAT TYPE C
N 43°18'3
8"
E
STA. 158+74.6, 89.5' RT.=
DATE:
SP 1312-2
601
72
13
184
60
8
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
10C
AL
CU
LA
TE
D
CH
EC
KE
D
8'
PA
VE
D S
HO
UL
DE
R
8'
PA
VE
D S
HO
UL
DE
R
HW-2.2
TO BE REMOVED
EXISTING STRUCTURE
EASE
MENT
PROPOSED
CONSTRUCTION LIMITS
| CULVERT
HW-2.2
66" CONDUIT, TYPE A, 706.02; OR 78", 707.01 (0.168)
TYPE: STONE ARCH W/72" CMP EXTENSIONS
SIZE: 6'X5'X58' ARCH
SKEW: 4°14' R.F.
ALIGNMENT: TANGENT
DATE BUILT: 1908
100
25
100
EXISTING STRUCTURE
25
100
25
ORDINARY HIGH
WATER MARK
DESIGN SERVICE
LIFE
pH
ABRASIVE
= 108 Ac.
= 188 cfs
= 260 cfs
= 815.6'
= 817.6'
= 16.0 fps
= 18.5 fps
= 810.3'
= 75 YR
= 7.5
100'
184'
Elev. 838.26 Elev. 838.60
{ Elev. 810.08
STA. 158+30.55, | CONST.,
26° R.F.
2:1
LS LS
WITH FILTER
PROTECTION, TYPE A
ROCK CHANNEL
{ Elev. 807.38
STA. 157+92.5, 75.2' LT.=
(18'X36')/9=72 SQ. YD.
670 MATTING
Sta. 158+30.55
33'X1.5'
SODDING
42'X1.5'
ITEM 660, SODDING18'
12'
12'
21.
5'
JO
H
JD
H
0
41
121
48'
20'
84'
520
W/CFP, 707.04 (1") (0.079), 707.05 (0.109), 707.07 (0.109)
CY
SY
CY
FT
SY
SY
RIPRAP USING 6" REINF. CONC. SLAB
(14.25'X5')/9 = 7.9 SY
RIPRAP
JULY 2016
16° L.F.
SLOPE @ 0.2%
| C
ONS
T S
R93
CA
LC
UL
AT
ED
CH
EC
KE
DH
ORIZ
ON
TA
L
SC
AL
E IN F
EE
T
0
20
10
5
2:1
3:1
15" TYPE C
48" AND 54" CORRUGATED METAL PIPESTYPE:
DRAINAGE AREA: 344 ACRES
HW(25): 666.24 FT
Q(100): 325 CFS
HW(100): 668.81 FT
V(100): 13 FT/S
| CONST SR93, STA. 781+16.50
{=660.50
STA 781+25.10, 30.28' Lt
668.18 100 YR HW
666.23 25 YR HW
2' OF COVER
75'-0"
31'-6" 43'-6"
STA 781+10.00, 35.0' RT
24" { = 660.58
STA 781+04.61, 41.87' Rt
{=660.20
4" GAS
ESTIMATED QUANTITES CARRIED TO GENERAL SUMMARY
DATE:
SP 1312-7
EXISTING STRUCTURE
PROPOSED STRUCTURE
HYDRAULIC DESIGN DATA
24" TYPE C10' X 10' X 2.5'
ROCK CHANNEL PROTECTION, TYPE B W/FILTER
ALIGNMENT: TANGENT
SKEW: 16° L.F.
TYPE: 53"X83" ELLIPTICAL CONCRETE PIPE
SKEW: 16° L.F.
ALIGNMENT: TANGENT
Q(25): 230 CFS
V(25): 11 FT/S
ITEM DESCRIPTIONQUANTITY UNIT
9
3.3
75
ROCK CHANNEL PROTECTION, TYPE B, W/FILTER
CONCRETE MASONRY
53" X 83" CONDUIT, TYPE A, 706.04 HE I
601
602
611
LIMITS
CONSTRUCTION
NON-ABRASIVE
pH: 6.8
DESIGN SERVICE LIFE: 50 YRS
ORDINARY HIGH WATER MARK: 661.0'
CU
LV
ER
T
DE
TAIL
ST
A
78
1+16.5
0 J
AC-9
3-14.3
5
ML
C
MR
V
87
126
STA 781+16.50, | CONSTRUCTION, | EX R/W, AND | CULVERT SR 93
3:1
HW-2.2
VARIABLE672
668
664
660
656
667.43
667.26
VARIABLE
24'-11"12'-6"
CONSTRUCTION LIMITS
TRIBUTARY OF LITTLE SALT CREEK
672
668
664
660
656
667.02
2:1
HW-2.2
15" { = 660.99
STA 781+03, 35.0 RT
75' - 53" X 83" CONDUIT, TYPE A, 706.04 HE I
781+
00
N
CY
CY
FT
JULY 2016
REF
ER
EN
CE
NU
MB
ER
SH
EE
T
No.
SID
E
RO
AD
WA
Y
STATION TO STATION
625
1 2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
262
39
305
212
62
540
195
85
415
188
256
20
368
660
170
1030
100
110
159
52
83
29
29
254
146
39
97
80
115
49
83
117
117
792
124
124
124
124
124
114
114
124
114
114
114
124
272
49
315
222
72
550
205
95
425
198
266
378
660
180
1040
110
110
169
62
93
2
2
2
1
2
1
2
2
2
1
2
2
1
1
1
2
2
2
1
1
2
2
2
2
2
Lu
min
air
e, Style B,
Type II, 200
W
H.P.S., 480
V
Lu
min
air
e, Style B,
Type III, 200
W
H.P.S., 480
V
Ground
Rod
Lig
ht Pole,
Lig
ht Pole,
Lig
ht Pole
Foundatio
n,
24"
x 8'
Deep
Pull Box,
725.08, 18
"
Conduit, 2",
725.04
Conduit, 3",
725.04
No. 4
AW
G 5000
V
Distrib
utio
n
Cable
No. 10
AW
G
Pole
& Bracket
Cable
1•"
Duct Cable
W/3
No. 4
AW
G
5000
V Cables
Po
wer Servic
e,
As Per Plan
Groundin
g Syste
m
Structure
346+82
349+44
349+44 to 349+73
349+73
350+12
350+12 to 353+17
353+17
353+17 to 554+20
347+89
347+89 to 348+51
348+51
348+51 to 348+80
348+80
348+80 to 554+20
554+20
554+20 to 556+15
355+62
556+15
355+62 to 556+15
556+15 to 560+30
54+90
53+88
51+32 to 53+88
51+32
48+78
45+10 to 48+78
560+30 to 45+20
46+22
45+20 to 475+86
45+10
44+10 to 45+10
44+10
44+10 to 45+20
44+10 to 45+20
275+49
357+98
275+49 to 276+01
275+49 to 357+98
346+82 to 349+44
349+73 to 350+12
SHEET 269
SHEET 270
45+10 to 46+22
48+78 to 51+32
53+88 to 54+90
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
8
7
6
5
9
4
3
2
1
269
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
270
Lt
Lt
Lt
Lt
Lt
Lt
Lt
Lt
Lt
L/R
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
Rt
L/R
Lt
Lt
Lt
Lt
Lt
Lt
L/R
Rt
L/R
Rt
Lt
Lt
Lt
Lt
L/R
Lt
Lt
Lt
L/R
44/D
44/D
RAMP D
RAMP D
RAMP D
44/D
SR-402
SR-402
SR-402
SR-402
SR-402
SR-402
SR-402
128/402
SR-402
128/402
128/C
CR-128
CR-128
CR-128
CR-128
CR-128
RAMP B
USR-44
RAMP B
B/44
D/128
RAMP D
1
1
1 1 124 2
6 7 5 13 68 5311 312 609 1026 1562 5471 23 3 6 1 112
EACH EACH
Fused Pull-
Apart
Unfused Pull-
Apart
Unfused Bolted
SUBTOTALS CARRIED TO GENERAL SUMMARY
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
US-44
EACH EACH EACH EACHEACH EACHEACH EACH EACH EACH EACH
13
DATE:
SP 1314-11
Plastic
Cautio
n Tape
FOOT
262
39
305
212
62
540
195
85
415
188
256
20
368
660
170
1030
100
110
159
52
83
5311
Desig
n
AT15
B40
Desig
n
AT20
B40
Trench, 24"
Connectio
n,
Connectio
n,
Connectio
n,
Connectio
n,
Unfused Per
manent
JULY 2016
FT FT FTFTFTFT
CA
LC
UL
AT
ED
CH
EC
KE
D
CH
P-4
4-11.2
9
LIG
HTIN
G
PL
AN
SU
B-S
UM
MA
RY
RN
M
CW
R
306
267
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
269
4.72
MT.V
ER
NO
N R
D.
T-21
T-21
4.64
PR
OSP
EC
T
0.0160.0160.016 0.016
1 1 22 3 3
4 4 4 4
Har
mony
Bennin
gton
C-25
Waldo-Fulton
9.94
C-20
Willia
msport
T-232
Rd.
Rd.
Kauf
man
Central Rd.
Chesterville
Bloo
min
grove
Abandoned
RR
6.50
6.67
8.17
8.34
9.03
9.20
9.85
7.05
3.85
3.02
3.17
Rd.
Crall
3.25
3.77
4.55
C-23
Cardin
gton
12.89
SR 95
SR 95
13.74
C-12
1
Center Corners
11.14
Fredric
kto
wn
Rd.
Chesterville
10.02
10.65
12.81
12.97
13.66
13.83
15.50
15.28
C-14
Mt.
Gilead
SR 314
18.77
C-95
C-95
Woodbury
17.63
Fredric
kto
wn
C-22
Mt.
Vernon
Rd.
Tiffin
Waterford
19.93
RIC
HL
AN
DC
O
Rd.
Rhin
ehart
19.92
MO
RR
OW
T-1
15.20
16.67
17.09
19.84
11.33
7.56
5.96
SR 229
SR 229
10.98
12.17
16.87
SR 314
C-22
Rd.
15.60
Rd.
Marengo Rd.
Oliv
e
Green
3.93
10.48
C-23
Rd.
T-1
10.57
11.49
Rd.
C-14
T-216 3.00
C-26 6.60
C-17
0 8.25
5 5 5 5
2.99 T-216
2.93
BEGIN WORK
MRW-71-3.17
E041 (172)
SUSPEND WORK
MRW-71-12.36
RESUME WORK
MRW-71-13.44
END WORK
MRW-71-19.38
E041 (172)
9.11
CO
0.04 0.04 0.04 0.04
DATE: JULY 2016
SP 1315-1
TYPE 1, (446), PG 64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE COURSE,
1
2
3
4
5
ITEM 408 - PRIME COAT @ 0.4 GALLONS PER SQ. YD.
ITEM 617 - COMPACTED AGGREGATE
ITEM 254 - 1•" PAVEMENT PLANING, ASPHALT CONCRETE
LEGEND
8'
2'5'12'
24' 8'
5'2' 12'
24'
12'
15'
2' 12'10' 10'
15'
2'
AND CROSSOVERS.
MAY VARY NEAR EXISTING RAMPS
CROSS SLOPE. SHOULDER WIDTH
MAINTAIN THE EXISTING PAVEMENT
* NOTES
MR
W-7
1-3.1
7R
ES
UR
FA
CIN
G
ITEM 407 - TACK COAT
CL
R
RD
K
2
15
CA
LC
UL
AT
ED
CH
EC
KE
D
* 6' LENGTH X 12' LANE WIDTH
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
1
1
1
1
1
1
1
1
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
407
15,272
15,770
10,193
9,970
277
573
277
573
25
25
25
25
25
25
-2
4
5
3
3
9
5
53,082
*
*
*
*
617
2" DEPTH
1,161
1,198
775
758
10
10
10
10
10
10
-6
-3
-4
-3
-2
-6
-4
3,924
254
1•" DEPTH
203,632
210,267
135,907
132,933
3,696
7,638
3,696
7,638
340
340
340
340
340
340
-2,210
-1,039
-1,254
-892
-691
-2,224
-1,341
697,797
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
MRW
3.17
3.17
13.44
13.57
10.99
11.39
11.33
10.75
4.41
6.67
7.40
10.37
11.98
13.63
14.67
15.06
15.60
16.75
17.52
18.03
5.96
7.05
7.56
12.17
15.50
17.63
18.77
10'
10'
10'
10'
10'
10'
10'
10'
10'
10'
10'
NORTHBOUND
24'
24'
32'
32'
24'
24'
24'
24'
24'
24'
24'
SOUTHBOUND
24'
24'
32'
32'
24'
24'
24'
24'
24'
24'
24'
10'
10'
10'
10'
10'
10'
10'
10'
10'
10'
10'
MAINLINE (SOUTH OF SR-95)
MAINLINE (SOUTH OF SR-95)
MAINLINE (NORTH OF SR-95)
MAINLINE (NORTH OF SR-95)
EXTRA AREA (RAMP TAPER)
EXTRA AREA (RAMP TAPER)
EXTRA AREA (RAMP TAPER)
EXTRA AREA (RAMP TAPER)
* AVERAGE PAVEMENT WIDTH
EXTRA AREA (PAVED CROSSOVER)
GRAVEL CROSSOVER
EXTRA AREA (PAVED CROSSOVER)
EXTRA AREA (PAVED CROSSOVER)
EXTRA AREA (PAVED CROSSOVER)
GRAVEL CROSSOVER
GRAVEL CROSSOVER
GRAVEL CROSSOVER
EXTRA AREA (PAVED CROSSOVER)
GRAVEL CROSSOVER
GRAVEL CROSSOVER
DEDUCTIONS & EXTRA AREAS
DEDUCTIONS & EXTRA AREAS
DEDUCTIONS & EXTRA AREAS
DEDUCTIONS & EXTRA AREAS
DEDUCTIONS & EXTRA AREAS
DEDUCTIONS & EXTRA AREAS
DEDUCTIONS & EXTRA AREAS
12.07
12.36
19.38
19.38
11.14
11.70
11.48
11.06
6.01
7.07
7.59
12.19
15.52
17.68
18.80
46,992'
48,523'
31,363'
30,677'
792'
1,637'
792'
1,637'
255'
120'
145'
103'
80'
257'
155'
1•" DEPTH
8,485
8,761
5,663
5,539
154
318
154
318
14
14
14
14
14
14
-92
2
3
2
1
5
3
29,400
618
93,984
97,046
62,726
61,354
-510
-240
-289
-206
-159
-513
-309
312,883
408
8,354
8,626
5,576
5,454
-45
-21
-26
-18
-14
-46
-28
27,812
PROPOSED ASPHALT
CONCRETE SURFACE
COURSE
FEATHERED PLANING
AT PAVED CROSSOVERS
PAVEMENT
PLANING,
ASPHALT
CONCRETE
8" 302 ASPHALT CONCRETE BASE
1•" 441 ASPHALT CONCRETE
CA
LC
UL
AT
ED
CH
EC
KE
D
LOCATION PAVEMENT WIDTH QUANTITIES REMARKS
PRIME COAT
(0.4 GAL/YDµ)TACK COAT
C
O
U
N
T
Y
R
O
U
T
E
S
L
M
L
M
T
Y
P
I
C
A
L
COMPACT
AGGREGATE
RUMBLE
STRIP
(ASPHALT
CONCRETE)
ASPHALT
SURFACE
COURSE,
TYPE 1, (446),
PG 64-22
PAVEMENTMEDIAN
SHOULDER
OUTSIDE
SHOULDER
MEDIAN
SHOULDERPAVEMENT
OUTSIDE
SHOULDER
441
LENGTH
TOTALS CARRIED TO SUBSUMMARY
SHOULDER2' AVG. WIDTH
6' LENGTH
DATE: JULY 2016
SP 1315-2
SHOULDER DETAIL
PARTIAL DEPTH
PAVEMENT REPAIR
AS PER PLAN
CROSSOVER DETAIL
PA
VE
ME
NT
SU
BS
UM
MA
RY
AN
D
DE
TAIL
SM
RW
-7
1-3.1
7
RD
K
RD
K
8
15
FT FT FT FT FT FT FT SY GAL GAL CY CY FT
S
CONCRETE
PROPOSED ASPHALT
AND ITEM 408, PRIME COAT
ITEM 617, COMPACTED AGGREGATE1•" 254 PAVMENT PLANING, ASPHALT CONCRETE
SP 1315-3
HOLIDAY
RD.
4
HOLIDAY RD.
HOLIDAY RD.
HOLIDAY RD.
1 2 3 7
HO
LID
AY R
D.
13
CA
LC
UL
AT
ED
CH
EC
KE
DK
NO-4
44-0.0
0C
AL
CU
LA
TIO
NS
DK
H
CL
H
DATE: JULY 2016
HOLIDAY RD.C
A
B
5
11
12
LT
LT
LT
LT
LT
LT
LT
LT
RT
RT
RT
RT
RT
182
43
39
35
70
30
70
30
33
30
24
60
60
17
17
20
17
18
16
12
18
18
18
18
18
26
59
43
85
65
120
54
145
70
50
95
40
96
112
1,194
206
369
253
934
180
1,128
234
184
317
107
640
747
28
70
14
17
14
24
8
48
56
6,493
279
INTERSECTIONS PROPOSED ITEMS
407 ASPHALT CONCRETE
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
33
6
10
7
26
5
31
7
5
9
3
18
21
58
10
18
12
45
9
55
11
9
15
5
31
36
1.75
1.75
1.75
1.75
1.75
1.75
1.75
1.75
1.75
1.75
1.75
1.75
1.75
GRAVEL/TAR & CHIP
GRAVEL/TAR & CHIP
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
GRAVEL
GRAVEL
478
82
101
451
181 314 1,112
408
CR-444
GAL/YDµ)
(@ 0.40
PRIME COAT
BITUMINOUS
THICKNESSTHICKNESSA B C AREA
FT FT FT YDµ GAL GALINCHES INCHES
8 BUMP RD. (T-215)
7 McCORD RD. SPUR (T-155A)
6 WOODY RD. (T-155)
5 BASIL RD. (T-155/CR156)
4 TURNER RD. (T-156)
9 ROUND CIRCLE
10 GRAPE RD. (T-485)
11 SOUTHERN DR.
12 CHIP RD. (T-316)
13 HOLIDAY RD./SR 32
1 P0OR RD. (T-304)
2 POOR RD. SPUR (T-304)
3 VISTA RD. (T-223)
TYPE 1
ITEM 441
TYPE 2
ITEM 441 SURFACE
EXISTINGPART
0.00 - 5.88
TOTALS (CARRIED TO SHEET 10)
6 8 9 10
DESCRIPTIONSIDESLMROUTE
COAT
TACK
CY CY
TOTAL
11
15
N
N
SP 1315-4
DATE:
606
606
606
606
606
202 GUARDRAIL REMOVED
GUARDRAIL, TYPE 5
ANCHOR ASSEMBLY, TYPE T
ANCHOR ASSEMBLY, TYPE A
BRIDGE TERMINAL ASSEMBLY, TYPE 4
ESTIMATED QUANTITIES:
MRW-309-2.50
ESTIMATED QUANTITIES:
606
606
606
606
202 GUARDRAIL REMOVED
GUARDRAIL, TYPE 5
ANCHOR ASSEMBLY, TYPE T
ANCHOR ASSEMBLY, TYPE A
(SEE NOTE 1)
TYPE 5 TYPE 5 E-98
LO
N
MRW-309-2.37
TY
PE
A
MA
RT
EL R
D.
75'-
0"
| MRW-309 REF. POINT
REF. POINT
REF. POINT
TYPE T
ANCHOR
TYPE 5
DRIV
EW
AYTYPE 5E-98
LO
N
MA
R-10
0
FLARED END SECTION
DRIV
EW
AY
TYPE T ANCHOR
TYPE 5
BTAREF. POINT
TYPE 5
BTA
REF. POINT
BRIDGE RAILING
BTA
REF. POINT
REF. POINT
BTA
TYPE 5
TYPE 5
TYPE 5
LO
N
B-98
DRIV
EW
AY
DRIV
EW
AY
DRIV
EW
AY
TYPE T ANCHOR
FLARED END SECTION
121
75'-0"
REF. POINT
FLARED END SECTION
GR-17
GR-16
TYPE 5
337.50 FT
600.00 FT
2 EACH
2 EACH
1 EACH
ALL QUANTITIES CARRIED TO SUBSUMMARY SHEET 8.
ITEM
ITEM
ITEM
ITEM
ITEM
ALL QUANTITIES CARRIED TO GENERAL SUMMARY SHEET 7.
200.00 FT
875.00 FT
1 EACH
2 EACH
1 EACH
4 EACH
ALL QUANTITIES CARRIED TO SUBSUMMARY SHEET 8.
ITEM
ITEM
ITEM
ITEM
ITEM
ITEM
ALL QUANTITIES CARRIED TO GENERAL SUMMARY SHEET 7.
M
BQ
JO
D
GU
AR
DR
AIL
PL
AN
MR
W-309
2'
2'
2'
2'
MR
W-3
09-7.6
5
ANCHOR ASSEMBLY, REBUILT TYPE B-98
ANCHOR ASSEMBLY, REBUILT E-98
16'-
8"
R33'
33'-4"
16'-8"
7'
8'
8'
7'
16'-8"
241'-8"
33'-4"
16'-8"
25'-0"100'-0"
R5'
33'-4" 83'-4" 133'-4" 41'-8"
6'-
0"
6'
24'-8"
7'
7'
R5'
19'-2"
R
33'
16'-
8"
25'-0" 58'-4"
STRUCTURE #0250108'-4"
16'-8"
7'
8'
8'
7'
7'
16'-8"
TY
PE
A
7'
7'
5'
33'-4"
REPLACE WITH ITEM 606, GUARDRAIL, TYPE 5.
REMOVE AS PER ITEM 202, GUARDRAIL REMOVED.
NOTE:
R5'
JULY 2016
CA
LC
UL
AT
ED
CH
EC
KE
D
33
18
.
.
..
..
..
..
..
..
..
..
..
.
.
..
..
..
.
.
..
..
..
..
..
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