WNF Paving All Drawings.pdf

US Department of Agriculture Forest Service

N.T.S.

USFS APPROVALS

JUNE 17, 2009

VICINITY PLAN:

ROAD IMPROVEMENT PROJECTS

Wayne National Forest

Athens and Ironton Ranger District

Region Nine

Athens,Lawrence,Hocking,Monroe,Perry and Washington County, Ohio

LEGEND

SHEET INDEX

OHIO UTILITY PROTECTION SERVICE (OUPS)

TELEPHONE OUPS (--800-362-2764) 48 HOURS BEFORE DIGGING

PROJECT NO. CIM-0900-02R-458-0914-01

ZONE 1

ZONE 2

ZONE 3

ZONE 1

ZONE 2 ZONE 3

PLAIN EXISTING ASPHALT IN AREA OF CONCRETE RAMP AS TO

MAINTAIN DRAINAGE AND ABA ACCESS AND MAINTAIN MIN.

OVERLAP THICKMESS OF ONE INCH

INSTALL 6" CONCRETE SLAB ON EXISTING SLAB,

ADJUST GATES

GENERAL NOTE #2

GENERAL NOTE #1

WAYNE NATIONAL

FOREST SO AND

ATHENS DISTRICT

OFFICE BUILDING

INSTALL 6" SCH 80 DRAIN & TIE TO 8" FILED DRAIN EXTEND 8" ABOVE ASPHALT

CONCRETE AT BUILDING AND CAP FOR FUTURE USE. DRAIN LINE SHALL BE MIN.

DEPTH 3' AND SLOPED TO DRAIN BACKFILL WITH FLOWABLE CONCRETE.

EXISTING 8" PE FIELD DRAIN

INSTALL TWO - 4" SCH 40 CONDUIT PVC @ 2' DEPTH

EXTEND 40" BEYOND PAVEMENT/CURB AND CAP AT

SURFACE USE LONG SWEEP ELBOWS,BACKFILL WITH

FLOWABLE CONCRETE.

GENERAL NOTE #3

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

1 21

PAVINGPROJECTS.dwg

1" = 40'

AREA 1 - LOCATION MAP NOT TO SCALE

WAYNE NATIONAL FOREST,DISTRICT OFFICE ATHENS OHIO

PLAN VIEW

SCALE = 1" = 40'

SITE PLAN &

SCHEDULE OF ITEMS

4'

4'

NOTE #1: SAW CUT AND EXCAVATE EXISTING

ASPHALT IN THESE AREAS

EXCAVATE MATERIAL AS REQUIRED TO

INSTALL THE FOLLOWS

(1) 8" OF #304 (ODOT) AGGREGATE

COMPACTED AGGREGATE.

(2) 2.5" OF #402 ASPHALT BASE

MATERIAL.

(3) 1.5" OF #404 ASPHALT WEARING

SURFACE.

(4) SLOPE SO WATER DRAINS AWAY

FROM BUILDINGS.

(5) MATCH EXISTING CONCRETE

SURFACE.

NOTE #2: EXCAVATE MATERIAL AS REQUIRED

TO INSTALL THE FOLLOWS

(1) 8" OF #304 (ODOT) AGGREGATE

COMPACTED AGGREGATE.

(2) 2.5" OF #402 ASPHALT BASE

MATERIAL.

(3) 1.5" OF #404 ASPHALT WEARING

SURFACE.

(4) SLOPE TO DRAIN TO GRASS AREA.

(5) CONSTRUCTION STARTS AT EDGE

OF EXISTING PAVEMENT AND EXTENDS

INTO UNPAVED AREA & PARALLEL TO

EXISTING PAVEMENT.

NOTE 3: ADJUST SLIDING GATE FOR NEW

PAVEMENT.

AREA TO PAVE

AREA 1

PROJECT NO.

CIM-0900-02R-458-0914-01

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

ODOT 448 - ASPHALT PAVEMENT

(1 1/2 INCH THICK)

REMOVE & REPLACE EXISTING

PARKING BLOCKS

INSTALL NONWOVEN

GEOTEXTILE FABRIC US 100P

OVER ENTIRE AREA

ODOT 641 - PARKING MARKINGS

ODOT 641 -TRAFFIC FLOW &

TURN ARROWS & STOP LINE

ODOT 641 - HANDICAP DECALS

ODOT 641 - VAN ACCESS DECALS

6" OF #499 (ODOT) CLASS C

CONCRETE SLAB

ODOT 603 - 6" SCH 80 CONDUIT

PVC

ODOT 603 - 4" SCH 40 CONDUIT

PVC

ITEM UNIT QUANTITY

GALLON

SQ. YD.

7,474

LUMP SUM 1

SQ. YD. 7,474

LIN. FT. 2,080

EACH 7

EACH 4

EACH 1

CU. YD. 5

CU. YD. 26

SQ. YD. 120

NOTE #1

ITEM UNIT QUANTITY

ODOT 203 - EXCAVATION

8" OF #304 (ODOT) AGGREGATE

COMPACTED AGGREGATE

2.5" OF #448 (ODOT) ASPHALT

CONCRETE INTERMEDIATE

COURSE

1.5" OF #448 (ODOT) ASPHALT

CONCRETE SURFACE COURSE

NOTE # 2

ITEM UNIT QUANTITY

SQ. YD. 120

CU. YD. 19

SQ. YD. 85

SQ. YD. 85

CU. YD. 40

CU. YD. 28 ODOT 203 - EXCAVATION

8" OF #304 (ODOT) AGGREGATE

COMPACTED AGGREGATE

2.5" OF #448 (ODOT) ASPHALT

CONCRETE INTERMEDIATE

COURSE

1.5" OF #448 (ODOT) ASPHALT

CONCRETE SURFACE COURSE

LUMP SUM 1

LUMP SUM 2

NOTE # 3

ITEM UNIT QUANTITY

LUMP SUM 1ADJUST SLIDING GATE

FOR NEW PAVEMENT

20'

10'

WAYNE NATIONAL

FOREST SO AND

ATHENS DISTRICT

OFFICE BUILDING

NOTE:

REMOVE AND REINSTALL

CONCRETE CURBS STOP.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

2 21

PAVINGPROJECTS.dwg

1" = 30'

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 30'

PAVEMENT MARKING

PLAN VIEW

NOTE: FOR PAVEMENT MARKINGS & CONCRETE CURB

QUANTITIES SEE SHEET NO. 1.

AREA 1

PROJECT NO.

CIM-0900-02R-458-0914-01

COMPANY ROAD

2A

DORR R

OAD

AREA #2A

DORR R

UN R

OAD

TW

P.

H W

Y

0+00

13+00

1+00

2+00 3+00

4+00

5+00

6+00

7+00

8+

9+00 10+00

11+00 12+00

AREA #2B

AREA #2A

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 1 1/2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

3 21

SITE PLAN &

SCHEDULE OF ITEMS

PAVINGPROJECTS.dwg

North

1" = 100'

AREA 2 - LOCATION MAP NOT TO SCALE

DORR RUN ROAD,ATHENS COUNTY

PLAN VIEW

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

AREA TO PAVE

AREA 2A & 2B

PROJECT NO.

CIM-0900-02R-458-0914-01

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ITEM UNIT QUANTITY

GALLON

SQ. YD.

1,245

3,112

AREA #2A

GALLON

SQ. YD.

2,356

AREA #2B

SCHEDULE ITEMS

SQ. YD. 3,112

SQ. YD. 2,356

0+00 1+00

2+00 3+00

4+00 5+00

6+00

7+00 8+00 9+00 10+00 11+00 12+00

13+00 14+00

LEGEND

( IN FEET )

GRAPHIC SCALE

0100 100 200 40050

PEN & INK CONNECTORS

REPLACE 3 OF 21, 6-17-09 BY:KVW 2-12-10

COMPANY ROAD

2A

DORR R

OAD

AREA #2A

COMPANY ROAD

END OF PAVEMENT

0+00

18" CULVERT, CLEAN INLET

& OUTLET DITCH.

4+85

TRAILHEAD 1

REPLACE 24" CULVERT:

BED WITH LEAN CONCRETE BACKFILL:

BEGIN BERM REMOVAL:

BEGIN DITCH CLEANING RIGHT:

9+25

AREA #2D

END BERM REMOVAL:

15+60

END DITCH CLEANING:

20+50

AREA #2C

REPLACE 24" CULVERT:

25+00

FOREST SERVICE GATE

END AREA 2D

BEGIN AREA 2C

25+90 BACK=0+00 AHEAD

INSTALL 18" X 40' CULVERT

BED WITH LEAN CONCRETE BACKFILL

6+00

TRAILHEAD 2

INSTALL 24" x 130' CULVERT

BED WITH LEAN CONCRETE BACKFILL

38+75

DORR R

UN R

OAD

END AREA 2C

BEGIN AREA 2A

50+30 BACK=0+00 AHEAD

TW

P.

H W

Y.

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

3A 21

SITE PLAN &

SCHEDULE OF ITEMS

PAVINGPROJECTS.dwg

North

1" = 100'

AREA 2 - LOCATION MAP NOT TO SCALE

DORR RUN ROAD,ATHENS COUNTY

PLAN VIEW

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

AREA TO PAVE

AREA 2C & 2D

PROJECT NO.

CIM-0900-02R-458-0914-01

( IN FEET )

GRAPHIC SCALE

0100 100 200 40050LEGEND

ADD THIS SHEET OPTIONAL ITEM

AT SITE 2 BY:KVW 2-12-10

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 603-18 INSTALL

18" CPVC PIPE CULVERT

ODOT 603-24 INSTALL

24" CPVC PIPE CULVERT

ODOT 613 - LEAN CONCRETE

FLOWABLE BACKFILL

ITEM UNIT QUANTITY

GALLON

SQ. YD.

3,577

8,943

AREA #2C

FOOT

CU. YD.

SCHEDULE ITEMS

SQ. YD. 8,943

FOOT 40

ODOT 202 - REMOVE PIPE

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 603-24 INSTALL

24" CPVC PIPE CULVERT

ODOT 613 - LEAN CONCRETE

FLOWABLE BACKFILL

ITEM UNIT QUANTITY

GALLON

SQ. YD.

4,605

1,842

AREA #2D

FOOT

CU. YD.

SQ. YD.

4,605

FOOT

ROAD IMPROVEMENT

PROJECTS

U.S.D.A. - U.S. FOREST SERVICE

EASTERN REGION

Mary Reddan

Steve Marchi Forest Supervisor

Forest Engineer

WAYNE NATIONAL FOREST 2-92SL

3-03SM

2-92SL

2-92RT

BK 3-03

RT 2-92 1

WNF-5

3B

LONG RIDGE ROAD

S

TA

TE

R

O U

TE

GOOSE RUN

ROAD

LONG RIDGE ROAD

0+00

24+00

2+00 4+00

27+75

6+00

26+00 22+00

8+00 10+00

12+00

14+00

16+00

18+00

20+00

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

4 21

PAVINGPROJECTS.dwg

North

1" = 80'

AREA 15 - LOCATION MAP NOT TO SCALE

LONG RIDGE ROAD,HOCKING COUNTY

PLAN VIEW

SCALE = 1" = 80'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 3

PROJECT NO.

CIM-0900-02R-458-0914-01

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

2,467

6,168

SQ. YD.

GALLON

SQ. YD.

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ITEM

6,168

STATE ROUTE 595

TW

P. HW

Y. 263

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

5 21

PAVINGPROJECTS.dwg

North

1" = 50'

AREA 20 - LOCATION MAP NOT TO SCALE

NEW STRAITSVILLE TRAILHEAD,PERRY COUNTY

PLAN VIEW

SCALE = 1" = 50'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 4

PROJECT NO.

CIM-0900-02R-458-0914-01

SQ. YD.

GALLON

SQ. YD.

3,007

1,203

3,007

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

STATE ROUTE 278

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

6 21

PAVINGPROJECTS.dwg

North

1" = 50'

AREA 16 - LOCATION MAP NOT TO SCALE

ORA ANDERSON TRAIL PARKING,HOCKING COUNTY

PLAN VIEW

SCALE = 1" = 50'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 5

PROJECT NO.

CIM-0900-02R-458-0914-01

SQ. YD.

GALLON

SQ. YD.

1,990

1,990

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

BURR OAK COVE ROAD

BURR OAK ROAD

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

7 21

PAVINGPROJECTS.dwg

North

1" = 80'

AREA 17 - LOCATION MAP NOT TO SCALE

BURR OAK COVE CAMPGROUND,ATHENS COUNTY

PLAN VIEW

SCALE = 1" = 80'

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 6

PROJECT NO.

CIM-0900-02R-458-0914-01

GALLON

SQ. YD.

1,622

4,056

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

STATE ROUTE 93

EXISTING CONCRETE PAD,

FEATHER PAVEMENT TO EDGE OF PAD

IRONTON DISTRICT

OFFICE BUILDING

STATE ROUTE 93

20' 9'

IRONTON DISTRICT

OFFICE BUILDING

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

8 21

PAVINGPROJECTS.dwg

1" = 50'

AREA 7 - LOCATION MAP NOT TO SCALE

WAYNE NATIONAL FOREST, IRONTON DISTRICT OFFICE

LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 50'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 50'

AREA TO PAVE

AREA 7

PROJECT NO.

CIM-0900-02R-458-0914-01

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 641 - PARKING MARKINGS

ODOT 641 - HANDICAP DECALS

ITEM UNIT QUANTITY

GALLON

SQ. YD.

4,398

LIN. FT. 1,012

EACH 2

LAKE

VESUVIUS

ELLISONVILLE PADDLE CREEK ROAD - C

.R. 29

ELLISONVILLE PADDLE CREEK ROAD - C

.R. 29

20'

10'

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

9 21

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 8 - LOCATION MAP NOT TO SCALE

ROADSIDE PICNIC AREA,LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 30'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

North

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 30'AREA TO PAVE

AREA 8

PROJECT NO.

CIM-0900-02R-458-0914-01

2,080

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 641 - PARKING MARKINGS

ITEM UNIT QUANTITY

GALLON

SQ. YD.

LIN. FT. 880

VESUVIUS

EL

LI

SO

N

VI

LL

E

PA

D D

LE

C

R

EE

K R

O

AD

VESUVIUS PADDLE CREEK ROAD

EL

LI

SO

N

VI

LL

E

PA

D D

LE

C

R

EE

K R

O

AD

VESUVIUS PADDLE CREEK ROAD

20'

10'

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

10 21

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 9 - LOCATION MAP NOT TO SCALE

FURNACE PICNIC AREA,LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 30'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

North

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 30'AREA TO PAVE

AREA 9

PROJECT NO.

CIM-0900-02R-458-0914-01

1,184

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 641 - PARKING MARKINGS

ITEM UNIT QUANTITY

GALLON

LIN. FT. 280

VESUVIUS

EL

LI

SO

N

VI

LL

E

PA

D D

LE

C

R

EE

K R

O

AD

EL

LI

SO

N

VI

LL

E

PA

D D

LE

C

R

EE

K R

O

AD 10'

20'

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

11 21

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 10 - LOCATION MAP NOT TO SCALE

SHELTER/BALLFIELD PARKING AREA,LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 30'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

North

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 30'AREA TO PAVE

AREA 10

PROJECT NO.

CIM-0900-02R-458-0914-01

1,002

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT 641 - PARKING MARKINGS

ITEM UNIT QUANTITY

GALLON

LIN. FT. 260

VESUVIUS

VESUVIUS PADDLE CREEK ROAD

VESUVIUS PADDLE CREEK ROAD

S U

G A

R C

R E

E K

R

ID

G E

V

E S

U V

IU

S

R O

A D

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

12 21

PAVINGPROJECTS.dwg

North

1" = 60'

AREA 11 - LOCATION MAP NOT TO SCALE

WORK CENTER/WAREHOUSE AREA,

LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 60'

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 11

PROJECT NO.

CIM-0900-02R-458-0914-01

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ITEM UNIT QUANTITY

GALLON

SQ. YD.

2,744

VESUVIUS

SU

G

AR

C

R

EE

K R

ID

G

E

- V

ES

U

VI

U

S R

O

AD

10'

20'

SU

G

AR

C

R

EE

K R

ID

G

E

- V

ES

U

VI

U

S R

O

AD

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

13 21

PAVINGPROJECTS.dwg

North

1" = 10'

AREA 12 - LOCATION MAP NOT TO SCALE

NATURE CENTER PARKING AREA,LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 10'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

North

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 10'AREA TO PAVE

AREA 12

PROJECT NO.

CIM-0900-02R-458-0914-01

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT - 641 PARKING MARKINGS

ITEM UNIT QUANTITY

GALLON

LIN. FT. 220

HANGING ROCK REC AREA ROAD 105

ST

AT

E

ROUTE

TOTAL LENGTH OF ROAD = 1.6 MILES

START CLIP & SEAL

END CLIP & SEAL

HANGING ROCK REC AREA ROAD 105

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

14 21

PAVINGPROJECTS.dwg

North

1" = 400'

AREA 13 - LOCATION MAP NOT TO SCALE

HANGING ROCK ROAD,LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 400'

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 13

PROJECT NO.

CIM-0900-02R-458-0914-01

20,344

SCHEDULE ITEMS

PATCH SPALLED AREAS

ODOT - 422 SINGLE CHIP & SEAL

(0.4 GAL/SQ. YD. &

20LB/SQ. YD./STONE)

ODOT - 641 PARKING MARKINGS,

DOUBLE CENTER LINES

ODOT - 641 PARKING MARKINGS,

EDGE LINES

ITEM UNIT QUANTITY

SQ. YD.

SQ. YD.

LIN. FT. 8,800

LIN. FT. 17,600

HANGING ROCK REC AREA ROAD 105

45' 10'

HANGING ROCK REC AREA ROAD 105

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

15 21

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 14 - LOCATION MAP NOT TO SCALE

HANGING ROCK - ATV TRAILHEAD,LAWRENCE COUNTY

PLAN VIEW

SCALE = 1" = 30'

SITE PLAN,PAVEMENT

MARKING PLAN &

SCHEDULE OF ITEMS

North

PAVEMENT MARKING PLAN VIEW

SCALE = 1" = 30'AREA TO PAVE

AREA 14

PROJECT NO.

CIM-0900-02R-458-0914-01

2,261

SCHEDULE ITEMS

ODOT 407 - TACK COAT

(0.075 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

ODOT - 641 PARKING MARKINGS

ITEM UNIT QUANTITY

GALLON

LIN. FT. 450

CLEARFORK ROAD

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 1 1/2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

16 21

SITE PLAN &

SCHEDULE OF ITEMS

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 3 - LOCATION MAP NOT TO SCALE

LAMPING HOMESTEAD PICNIC AREA,MONROE COUNTY

PLAN VIEW

SCALE = 1" = 30'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

AREA TO PAVE

AREA 15

PROJECT NO.

CIM-0900-02R-458-0914-01

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

CONCRETE SURFACE COURSE

CLEANING OF DITCH AND

CULVERT

SQ. YD.

GALLON

SQ. YD.

1,796

1,796

ITEM UNIT QUANTITY

LOCATION OF EXISTING CULVERT

TO BE FIELD VERIFIED BY C.O.R.

100 L.F. OF DITCH & CULVERT

CLEANING AS PER C.O.R.

LIN. FT. 100

LITTLE MUSKINGUM RIVER

TW

P. R

D. 4

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 1 1/2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

17 21

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 5 - LOCATION MAP NOT TO SCALE

HAUGHT RUN CAMPGROUND,WASHINGTON COUNTY

PLAN VIEW

SCALE = 1" = 30'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

SQ. YD.

GALLON

SQ. YD.

UNIT QUANTITY

SCHEDULE ITEMS

GRADING & COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

ODOT 404 - ASPHALT PAVEMENT

(1 1/2 INCH THICK)

ITEM

AREA TO PAVE

AREA 16

PROJECT NO.

CIM-0900-02R-458-0914-01

LITTLE M

U

SKIN

G

U M

R

IVER

STATE R

O

U

TE 26

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 1 1/2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

18 21

PAVINGPROJECTS.dwg

North

1" = 30'

AREA 6 - LOCATION MAP NOT TO SCALE

LANE FARM CAMPGROUND,WASHINGTON COUNTY

PLAN VIEW

SCALE = 1" = 30'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 17

PROJECT NO.

CIM-0900-02R-458-0914-01

SQ. YD.

GALLON

SQ. YD.

1,642

1,642

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

D U

FF R

O

AD

EXISTING CONCRETE MAT FOR

CHANNEL PROTECTION DO NOT

PAVED OVER

H U

N E C

O

VER

BR

ID

G E

NOTE: HUNE COVER BRIDGE CONTRACTOR WILL NOT

BE ABLE TO USE THESE BRIDGE. ACCESS SITE FROM

SCOTTOWN ROAD TO SMITH ROAD TO DUFF ROAD

SEE DETOUR MAP THIS SHEET.

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 1 1/2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

19 21

PAVINGPROJECTS.dwg

North

1" = 40'

AREA 18 - LOCATION MAP NOT TO SCALE

HUNE BRIDGE CAMPGROUND,WASHINGTON COUNTY

PLAN VIEW

SCALE = 1" = 40'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 18 - DETOUR MAP NOT TO SCALE

HUNE BRIDGE CAMPGROUND,WASHINGTON COUNTY

AREA 18

PROJECT NO.

CIM-0900-02R-458-0914-01

SQ. YD.

GALLON

SQ. YD.

1,404

1,404

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT

TWP. RD. 244 - DANA ROAD

K

IN

D E

R H

O O

K T

R A

IL

H

E A

D R

O A

D

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

20 21

PAVINGPROJECTS.dwg

North

1" = 50'

AREA 19 - LOCATION MAP NOT TO SCALE

KINDERHOOK TRAILHEAD PARKING,WASHINGTON COUNTY

PLAN VIEW

SCALE = 1" = 50'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 19

PROJECT NO.

CIM-0900-02R-458-0914-01

SQ. YD.

GALLON

SQ. YD.

2,966

1,186

2,966

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

2" OF ODOT 448 - ASPHALT

JERICHO LOW

GAP ROAD

TWP. HWY. 575

NOTE: ALL SURFACE TO BE PAVED SHALL BE GRADED AND

COMPACTED BEFORE APPLICATION OF PRIME COAT AND

ASPHALT PAVEMENT SO AS TO HAVE CROSS SECTION AS

SHOWN ABOVE.

ODOT 404 - 1 1/2" ASPHALT

-2 TO -5%

AS APPROVED

BY C.O.R.

-2 TO -5%

AS APPROVED

BY C.O.R.

Drawing Title

Scale

Date

CAD File No.

Checked

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

General Notes

Sheet of

Designer

21 21

PAVINGPROJECTS.dwg

North

1" = 50'

AREA 4 - LOCATION MAP NOT TO SCALE

RING MILL CANOE LAUNCH/CAMPGROUND,MONROE COUNTY

PLAN VIEW

SCALE = 1" = 50'

TYPICAL PAVEMENT CROSS SECTION

NOT TO SCALE

SITE PLAN &

SCHEDULE OF ITEMS

AREA TO PAVE

AREA 20

PROJECT NO.

CIM-0900-02R-458-0914-01

SQ. YD.

GALLON

SQ. YD.

1,722

1,722

UNIT QUANTITY

SCHEDULE ITEMS

ODOT 204 - GRADING &

COMPACTION

ODOT 408 - PRIME COAT

(0.4 GAL./SQ. YD)

1.5" OF ODOT 448 - ASPHALT