SP 1302-1 · 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

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

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T

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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


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


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


GENERAL NOTES 5

MAINTENANCE OF TRAFFIC 6

GENERAL SUMMARY 8

PROJECT SITE PLAN 9

PLAN AND PROFILE 10-17


23-25

25-30


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 SPEED

LEGAL SPEED

1460

2040

204

55%

2%

55 MPH

55 MPH

NHS PROJECT


NO

OTHER ROADS




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-





CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.


5.4 ACRES

2.1 ACRES

7.5 ACRES

SP 1302-2


APPROVED

APPROVED


TRANSPORTATION

832

WATERWAY

PERMIT 1/23/15

RIGHT OF WAY 31-36


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




9999 ENGLISH DRIVE


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


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 SPEED

LEGAL SPEED

DESIGN EXCEPTIONS


2240

224

60%

5%

55 MPH

PROJECT DESCRIPTION

2013 SPECIFICATIONS


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



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.




1.5 ACRES

0.7 ACRES

4.9 ACRES



ESTIMATES.






APPROVED


APPROVED


TRANSPORTATION

RIGHT OF WAY 22-28

832 1/17/14

OTHER ROADS




1270

55 MPH


NONE REQUIRED

STA.425+71.48

END PROJECT

STA.423+45.60

BEGIN PROJECT

WATERWAY PERMIT


9999 ENGLISH DRIVE




28

SOIL PROFILES


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


E0

73 (3

45)

2

25

12

O

HIO

CE

NT

RA

L

R.R.

TU

S-9

3-8.0

2



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



LEGAL SPEED


OTHER ROADS




3510

4880

488

55%

20%

55 MPH

APPROVED

APPROVED



TRANSPORTATION


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


GENERAL NOTES


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


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




LIMITED ACCESS

2013 SPECIFICATIONS

PROJECT DESCRIPTION




20.6 ACRES

26.0 ACRES

5.4 ACRES

832

RIGHT OF WAY 508-521

SOIL PROFILE

284-285

139-161


DESIGN SPEED 70 MPH

T 20%d

521

248, 279SHEETS NOT USED



CURRENT ADT (2013)


* *

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 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


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



9999 ENGLISH DRIVE



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


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




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


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


GENERAL NOTES


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


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



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



ESTIMATES.


APPROVED

APPROVED


TRANSPORTATION






ESTIMATED CONTRACTOR 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


9999 ENGLISH DRIVE




267

SOIL PROFILES


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


PLAN PREPARED BY:


RO

AD

STATE OF OHIO


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 SPEED

NHS PROJECT

DESIGN EXCEPTIONS

OTHER ROADS




1500

2020

166

50%

5%

55 MPH

55 MPH

PROJECT DESCRIPTION


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


EO

17 (2

12)


2013 SPECIFICATIONS

TITLE SHEET 1

SCHEMATIC PLAN 2


GENERAL NOTES 5

MAINTENANCE OF TRAFFIC 6

DETOUR PLAN 7


GENERAL SUMMARY AND CALCULATIONS 10




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







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





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


APPROVED


TRANSPORTATION

APPROVED

DATE CRAWFORD COUNTY COMMISSIONER

APPROVED


APPROVED


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


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.



THIS IMPROVEMENT.

STATE OF OHIO


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 SPEED

LEGAL SPEED

DESIGN EXCEPTIONS


OTHER ROADS




2300

3150

315

55%

3%

55 MPH

55 MPH


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


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


GENERAL SUMMARY 9

CALCULATIONS & SUBSUMMARIES 10


PLAN & PROFILE 12-17

CROSS SECTIONS

TRAFFIC CONTROL 26

18-25

SP 1302-6(b)







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





TRANSPORTATION

RIGHT OF WAY 27-35

SOIL PROFILES

(SCOTT RD.) PART 2

SPECIFICATIONS


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



9999 ENGLISH DRIVE


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


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.



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)



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



DESIGN SPEED

LEGAL SPEED


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


9999 ENGLISH DRIVE



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:


INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

FEDERAL ROUTES

STATE ROUTES

DESIGN DESIGNATION

LOCATION MAP

TRANSPORTATION

DIRECTOR, DEPARTMENT OF

O

S



ESTIMATES.






THIS IMPROVEMENT.




DISTRICT DEPUTY DIRECTOR

DATE:

JOHN J. DOE & ASSOCIATES


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


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 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


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


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 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


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 254 - Pavement Planing, Asphalt Concrete (Max. Depth=3")



LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16


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 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

`


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


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


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


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 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 659 - SEEDING AND MULCHING (SEE GENERAL NOTE)

A

B10

11

12

13

14

A

B

C

SEE PAVEMENT BUILDUP NOTE, THIS SHEET


ITEM 660 - SODDING UNSTAKED

ITEM 441 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE

6" ASPHALT SURFACE

9" REINFORCED CONCRETE BASE

6" MIN. CLASSIFIED EMBANKMENT BLANKET COURSE


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


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


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.


THE PAVEMENT BUILD-UP WHEN ADJOINING AN EXISTING GRAVEL

OR SLAG PARKING AREA SHALL BE AS FOLLOWS:


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


C 1.5' C1.5' C 1.5'


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 605 - 6" SHALLOW PIPE UNDERDRAINS

ITEM 609 - COMBINATION CURB AND GUTTER, TYPE 2,


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.


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


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"


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

UL

AT

ED

CH

EC

KE

D

MAIN

TE

NA

NC

E

OF

TR

AF

FIC

GE

NE

RA

L

NO

TE

S

FA

Y-8

6-7.3

9

DA

M

JA

G

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

LC

UL

AT

ED

CH

EC

KE

D

MAIN

TE

NA

NC

E

OF

TR

AF

FIC

GE

NE

RA

L

NO

TE

S

WO

O-9

6-16.2

1

MT

G

CJ

M

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.


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.


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)


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


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


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.



NORMAL SECTION

0.016

2:1

2:1PROFILE

GRADE PT.



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.)



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


TRAFFIC, CLASS A


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


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


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


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


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


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)



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


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



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


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.


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


EXISTING ASPHALT DRIVE


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)






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


PAVEMENT

452 - 8" NON-REINFOCED CONCRETE

R2


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


2'3'R

2'

CURB, TYPE 6

2'

CURB, TYPE 6

PAVEMENT


3'R

CURB, TYPE 6 (TYP.)

(PER BP-4.1)

DROPPED CURB

2' - MAX. OFFSET



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


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


22

16

7

A

B

` 5" Asphalt

` 8" Macadam Base


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)


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



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


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 Var. Thickness Asphalt Concrete Surface Course,


Type 1, (446), PG 64-22

Type 2, (446)

Type 2, (446), PG 64-22


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



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


Type 2, (446)


ITEM 441 Var. Thickness Asphalt Concrete Surface

Course, Type 1, (446), PG 64-22



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


2:1

2:1


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



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


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


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)




* AVERAGE PAVEMENT WIDTH

EXTRA AREA (PAVED CROSSOVER)

GRAVEL CROSSOVER




GRAVEL CROSSOVER

GRAVEL CROSSOVER

GRAVEL CROSSOVER


GRAVEL CROSSOVER

GRAVEL CROSSOVER

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


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


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

.

.

..

..

..

..

..

..

..

..

..

.

.

..

..

..

.

.

..

..

..

..

..

SP 1302-1 · 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

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