Plans.pdf

PDF 22 MB Posted Sep 4, 2008

Attached to: Cuyahoga Valley National Park 18(1), 164(1)
Solicitation number: DTFH71-08-B-00039
Issued by: Department of Transportation Federal Highway Administration

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From the source

Plans for PRA-CUVA 18(1) 164(1)

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PLANS FOR PROPOSED

PROJECT MANAGER LEAD DESIGNER

Arvind Patel

Fitz w at er

R d.

R iv e rv ie w

R d

T o w p a th

T ra il Sagamore RdC u y a h o g a V a lle y S c e n ic

R a ilro a d

Alexander Rd.

C u y a h o g a R iv e r

C a n a l R d

Alexander’s Mill

Frazee House

Park Maintenance Facility

Cleveland

Toledo

Columbus

Cincinnati

Lake Erie

Akron

Michigan I n d ia n a

P e n n s y lv a n ia

Ohio

R i v e r

K entu c k y

W e s t ir g in ia

KEY MAP OF OHIO

SCALE IN FEET

0 2000 4000

To I-480/I-271 ~ 4 miles

To Sagamore Hills ~ 2 miles

To I-77 ~ 2 miles To Cleveland ~ 10 miles

To Valley View ~ 3 miles To Cleveland ~ 10 miles

NorthEast Ohio Regional Sewer District Access Road

Valley Rd.

Pleasant

J. Michael Will

REG STATE PROJECT

MW OH

CUVA 18(1)164(1)

SHEET

NO.

TOTAL

SHEETS

A01 38

CUYAHOGA VALLEY NATIONAL PARK

CUYAHOGA MAINTENANCE ACCESS TO

FITZWATER MAINTENANCE YARD - TEMPORARY ACCESS

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

CUYAHOGA COUNTY, OHIO

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ROAD:

WIDTH TYPE

SURFACE:

ADT (2009)

ADT (2029)

%Truck

V (MPH)

50/50

SPECIFICATIONS:

"Standard Specifications for Construction of

Roads and Bridges on Federal Highway Projects", FP-03 U.S.Customary Units.

DESIGN DESIGNATION:

10’-15’ Aggregate e(max) 4%

C/A None

<100

N/A

Rehabilitation of the Northeast Ohio Sewer District Access Road and

New Construction of the CUVA Maintenance Yard Access Road -

Temporary Access.

0.527 Miles

No Data

20 mph

NPS

NO.

Project OH PRA CUVA 18(1)164(1) Acc Rd

August, 2008

PMIS NO. 84320

PROJECT PRA CUVA 18(1), 164(1) Acc Rd

Single Lane Road with a 10’ Lane.

MW OH

CUVA 18(1)164(1)

Acc Rd

Sheet 1 of 2

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

U.S. CUSTOMARY

A02

UDUDXXXXXXXXXXXXXXX

XXXXXXUDXXXXXXXXXXXX

SPRING

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Acc Rd

XXXXX

XXXXXXUD

SPRING

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

U.S. CUSTOMARY

Sheet 2 of 2

A03

36 31

6 1

1/16

IRRIRRTVTVFOFOGGOOPPSSSSTTWWTVTVFOFOPPTTGGOOPPSSSSTTWWPPTTP/LP/LP/LP/EP/EP/EP/E

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Acc Rd

36 31

6 1

1/16

IRRIRRTVTVFOFOGGOOPPSSSSTTWWTVTVFOFOPPTTP/LP/LP/LP/E

SCALE IN FEET

0 5,000 10,000

CREEK

BRANDYWINE

Metropolitan Area

Akron

Metropolitan Area

Youngstown

NATIONAL PARK

CUYAHOGA VALLEY

Metropolitan Area

Cleveland

Lorain

Lake Erie

Mentor

JAMES GARFIELD NHS

Project CUVA MAINTENANCE ACCESS

SITE PLAN

(SHEET 1 OF 2)

A04

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NOTE: AERIAL IMAGE NOT TO SCALE.

FOR REFERENCE ONLY.

301+00 302+00

303+00

304+00

305+00

306+00

307+00

308+00

Sta. 200+00.00;

CUVA Maintenance Access Road =

Sta. 308+05.00;

NorthEast Ohio Regional

Sewer District Access Road.

End Rehabilitation

F it z w a te r R d

Canal Road

NorthEast Ohio Regional

Sewer District

Cuyahoga Valley

National Park

Maintenance Vacility

Cuyahoga River

To I-77

~ 2 miles

To Cleveland

~ 10 miles

P le as an t V al le y R d.

Towpath Trail

Sta. 307+26.56;

NorthEast Ohio Regional Sewer

District Access Road.

Begin Construction

Sta. 300+55.00;

NorthEast Ohio Regional

Sewer District Access Road.

Begin Rehabilitation

Proposed Pullout

EXISTING CUYAHOGA VALLEY

SCENIC RAILWAY

SITE PLAN

(SHEET 2 OF 2)

Sta. 220+35.00;

CUVA Maintenance Access Road.

End Construction

Proposed Pullout Delineated Wetland

Sta. 216+22

Install New Culvert

Existing Gas Line

A05

Selective Clearing

Fitzwater Road (Typ)

Fitzwater Bridge is Closed to Vehicular Traffic

Existing Concrete Barrier

Delineating Bridge Closure

REG STATE PROJECT

MW OH

NPS PMIS NO.: 84320

CUVA 18(1)164(1)

Fitzwater Bridges

SHEET NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

613704.6866

614604.0360

614439.1300

615288.1061

616018.5804

615933.6480

616943.1228

617688.4189

617380.4572

618033.9846

618052.1607

618563.1096

619102.7375

620642.1838

620696.2538

620659.3734

620680.8212

620845.3077

620007.3956

619820.4531

619665.8949

619299.8219

619128.2832

618597.4542

618660.4686

618342.2912

618131.3339

617723.1275

617755.2105

616817.2859

617101.4646

616917.2332

616286.8620

615520.6429

614749.4565

615080.4371

615141.3165

621344.0725

617652.4186

617239.9306

2216481.5937

2216230.1210

2215557.6122

2215853.2618

2215570.0130

2214975.0536

2215257.4071

2214542.9286

2213876.0210

2214123.2020

2215087.6196

2213645.9784

2213125.6289

2212869.3086

2213237.9999

2213577.8946

2214065.5036

2214692.8283

2215491.7443

2213487.4845

2215936.3199

2214536.0866

2215113.6087

2216920.4543

2216764.7420

2215970.2214

2215706.5894

2217524.0952

2217771.8334

2218352.0937

2216795.3382

2216119.6936

2217067.2503

2217711.1540

2218003.1684

2218878.0651

2219291.4936

2215866.4848

2216434.4388

2216722.1670

618.7649

616.1976

727.5935

621.4602

622.9305

719.7410

627.6613

617.1954

619.4181

615.8193

617.7463

614.0402

612.6892

617.0891

612.9598

612.0983

615.0236

616.3091

615.8960

614.5530

630.5702

622.2195

620.6390

732.1678

729.8738

619.9305

628.1694

734.6698

740.5944

746.0829

628.6642

615.4223

628.9432

626.4770

628.0585

636.8950

651.5138

621.1494

641.3356

626.0749

Photo Point

Monument

Notes:

1) Horizontal Datum is NAD83 (1995) SPC

Ohio North expressed in U.S. Survey Feet

(3.28083333333 Feet=1 Meter) with a combined scale factor of 0.99991884635 PID #MB1812

(NGS Monument) was held for horizontal and vertical datum.

2) Vertical Datum is NAVD 88.

3) Note: Reference Sketchs are not to scale.

SURVEY CONTROL

SHEET 1 OF 4

Point Northing Easting Elevation Description A06

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

GPS #3000 GPS #3001

CHICKEN FARM

ALEXANDER ROAD

G R

A V

E L D

STREET

LAMP

4.3’

AZ=318^

A Z

52^

C A

N A

B R

CANAL ROAD

PK NAIL IN

UTILITY POLE

48.1’

AZ=136^

55.9’

A Z 232^

RIVER

RAILROAD

WOODS

PK NAIL

IN 18" TREE

PK NAIL

IN 14" TREE

63.5’

AZ=254^

54.6’

AZ=148^

PHOTO POINT #101

RAILROAD

MARKER

APPROX. 189’

PK NAIL

IN 12" TREE

PK NAIL IN

21" SYCAMORE

59.4’

AZ=300^

64.6’

AZ=362^

RIVER

PHOTO POINT #100

PK NAIL

IN PAVEMENT

32.7’

AZ=152^

31.2’

AZ=64^

RAILROAD

MAINTENANCE ROAD

MARSH

FIBER OPTICS MARKER

P L

E A

S A

N T

V A

L L

E Y

R O

A D

RAILROAD

PK NAIL IN

RR TIE

OVERHEAD

UTILITY LINES

20.4’

AZ=70^

A Z

PHOTO POINT #109

OPEN

FIELD

DITCH W/MARSH GRASS

TPOST

PHOTO POINT #111

PK NAIL IN

RR TIE

PK NAIL IN

RR TIE

13.1’AZ=30^

12.1’

AZ=88^

RAILROAD

MARSH

RAILROAD

WOODS

14.3’AZ=16^

11.0’

AZ=64^

PHOTO POINT #112

PK NAIL IN

RR TIE

PK NAIL

IN RR TIE

PHOTO POINT #113 PHOTO POINT #115

CANAL

CANAL ROAD

GRAVEL

SHOULDER

K E

R S

C R

E E

K R

O A

REBAR

W/CAP

SPEED LIMIT

SIGN

XXXXXXXXX

REBAR

W/CAP

PK NAIL

IN EOP

TINKERS CREEK ROAD

CORN FIELD

OHE

23.8’

AZ=10^

PK NAIL

IN UTILITY

POLE

40.9’

AZ=78^

PK NAIL

IN EOP

PK NAIL

IN EOP

TINKERS CREEK ROAD

22.8’

A Z =338^

Z =5

BARN

PHOTO POINT #114

OHE

PHOTO POINT #108

PHOTO POINT #105PHOTO POINT #102

MARSH

E R

W R

O A

O H

PK NAIL

TREE PK NAIL

TREE

15.9’

AZ=114^

14.8’

AZ=210^

SAPLINGS

MB D

W A

RIVERVIEW ROAD

PK NAIL

IN EOP

PK NAIL

IN EOP

8.4’

AZ=64^

9.0’

AZ=132^

OHE

PK NAIL

/PAINTED

TARGET

OHE

RIVERVIEW ROAD

Z W

A T E R

R O

A D

PLEASANT VALLEY ROAD

OHE

RAILROAD

MAINTENANCE

ROAD

PK NAILS IN

GUARDRAIL POSTS

A Z

A Z=24

PHOTO POINT #110

GRAVEL

*SIX TIES BETWEEN PK’S

*FIVE TIES BETWEEN PK’S

SERVICE RAIL

TPOST

N N

PK NAIL IN 24"

PINE TREE

FHWA DISC SET

IN CONCRETE AND

STAMPED 3000

FHWA DISC SET

IN CONCRETE AND

STAMPED 3001

R A

M P

T O

A L

E X

A N

D E

R R

O A

PK NAIL ON

TOP OF WOOD

GUARDRAIL

POST

A H

O G

CUYAHOGA

TBAR

REBAR

W/CAP

TBAR

4.4’

AZ=16^

TO PK NAIL IN

WOOD GUARDRAIL

POST

4.5’

AZ=104^

TO PK NAIL IN

WOOD GUARDRAIL

POST

TBAR

9.9’

AZ=120^

TO PK NAIL IN

WOOD GUARDRAIL

POST

8.9’

AZ=44^

TO PK NAIL IN

WOOD GUARDRAIL

POST

REFERENCES NOT

DRAWN TO SCALE

PHOTO POINT #103

X X

MAINTENANCE ROAD

RAILROAD

17.9’

AZ=28^

17.3’

AZ=158^

W A

T E

M A

E N

A N

C E

B L

D G

PHOTO POINT #104

N TBAR

#107

REBAR

W/CAP

#106

REBAR

W/CAP

PIPELINE

WARNING

POST

NEAR RAIL

OF TRACKS

N 20^ W

14.0’

S 60^ W

30.35’

0.2 MI. TO

TRAIN STATION

#107

REBAR

W/CAP

S 10^ W

19.27’

S 75^ W

20.66’

PK NAIL IN

R/R TIE

PLEASANT VALLEY ROAD

#106

REBAR

W/CAP

PHOTO POINT #106

R A

O A

PHOTO POINT #107

SURVEY CONTROL

SHEET 2 OF 4

A07

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PHOTO POINT #133

GUARDRAIL

REBAR

W/CAP

CANAL ROAD

7.1’

AZ=252^9.6’

AZ=314^

PK NAIL

IN UTILITY

POLE

PK NAIL IN

GUARDRAIL

POST

OVERHEAD

ELECTRIC CANAL ROAD

REBAR W/CAP

PK NAIL IN

UTILITY POLE

PK NAIL

IN EOP

23.6’

AZ=116^

5.2’

AZ=258^

HOUSE

PHOTO POINT #128

PHOTO POINT #134

M B

HUB PARK

A L

E X

A N

D E

R R

O A

REBAR

W/CAP

21.8’

AZ=19^

PK NAIL

IN UTILITY

POLE

C/L

MANHOLE

PHOTO POINT #129 PHOTO POINT #130

ALEXANDER ROAD

H U

B P

A R

O L

D A

L E

X A

N D

E R

R O

A D

PK NAIL

IN EOP

REBAR

W/CAP

45.1’

AZ=8^

42.7’

AZ=82^

ALEXANDER ROAD

DIRT ROAD

T R

O A

REBAR

W/CAP

STOP AT FARM HOUSE BEFORE ENTERING

FARM CROPS

BARN

FARM

HOUSE

PHOTO POINT #125

PHOTO POINT #122PHOTO POINT #121

CANAL ROAD

ALEXANDER RAMP

TO CANAL ROAD

REBAR

W/CAP

GRAVEL SHOULDER

END OF

GUARDRAIL

13.6’

AZ=34^

TO CORNER OF

STM GRATE

CANAL

CANAL ROAD

4.2’A Z=2^

1’

A Z =86

REBAR

W/CAP

CANAL

CANAL ROAD

SIGN

4.8’

A Z=164^

4.9’

AZ=246^

D R

W A

C O

N C

HOUSE

GARAGE

* NO REFERENCES - PRIVATE PROPERTY

PHOTO POINT #120

PHOTO POINT #119

CANAL ROAD REBAR

W/CAP

CANAL

CONC.BARRIER

PHOTO POINT #116 PHOTO POINT #117 PHOTO POINT #118

TINKERS CREEK ROAD

PK NAIL

IN UTILITY

POLE

PK NAIL

IN CORNER

FENCE POST

37.5’

AZ=230^

8.5’

AZ=14^

OHE

HOUSE

28.0’

AZ=62^

TINKERS CREEK ROAD

D R

W A

CREEK

PK NAIL IN

12" LOCUST

PK NAIL IN

20" LOCUST

42.0’

AZ=270^

30.4’

AZ=194^

OVERHEAD POWER LINES

PHOTO POINT #126

CUYAHOGA

RIVER

C U

Y A

H O

G A

E R

PLEASANT VALLEY ROAD

BRIDGE

A N

INSIDE FACE

OF RAIL

EDGE OF

SIDEWALK

CONC. WALK

1.2’

AZ=188^

2.8’

AZ=48^

PK NAIL

/PAINTED

TARGET

PK NAIL IN

UTILITY POLE

C H

P R

T E

D R

NNN

M O

U N

D R

O A

L D

FIELD

* NO REFERENCES - PRIVATE PROPERTY

OLD ALEXANDER

ROAD

PK NAIL IN WOOD

GUARDRAIL

POST

PK NAIL IN WOOD

GUARDRAIL

POST

REBAR

W/CAP

PK NAIL

IN WOOD

GUARDRAIL

POST

PK NAIL

IN WOOD

GUARDRAIL

POST

TBAR

GRAVEL DRIVEWAY (PRIVATE)

0.3 MI. TO

CANAL ROAD

REBAR

W/CAP 4.1’

AZ=182^

TO PK NAIL IN

WOOD GUARDRAIL

POST

4.1’

AZ=286^

TO PK NAIL IN

WOOD GUARDRAIL

POST

A Z

TBAR

REFERENCES NOT

DRAWN TO SCALE

PHOTO POINT #123 PHOTO POINT #124

UTILITY

POLE

SIGN

REBAR W/CAP

INDIAN MOUNDGRAVEL DRIVEWAY

P R

T E

R O

A D

31.0’AZ=44^

GRAVEL DRIVE

ASPHALT DRIVE

LOG CABIN

SHED

G A

R A

G E

PINE TREES

REBAR

W/CAP

33.7’

AZ=44^

TO CORNER

OF SHED

34.5’

AZ=348^

TO CORNER

OF GARAGE

WOODSN

PRIVATE PROPERTY

REBAR

W/CAP

PK NAIL IN

UTILITY POLE

C U

Y A

H O

G A

E R

C A

N A

C A

N A

L R

O A

TO M

AIN

AREA

MON

FENCE

POST

OLD

MILL

N 60^ E

33.16’

DUE

SOUTH

25.57’

REBAR

W/CAP

CONC.

POST

C U

Y A

H O

G A

E R

C A

N A

TO M

AIN

AREA

MON

OLD

MILL

N 50^ E

9.51’

S 30^ E

28.66’

PK NAIL IN WOOD

GUARDRAIL POST

C A

N A

L R

O A

PHOTO POINT #131 PHOTO POINT #132

SURVEY CONTROL

SHEET 3 OF 4

A08

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PHOTO POINT #137PHOTO POINT #136PHOTO POINT #135

REBAR W/CAP

PIPE

LINE

MARKER

DEER

XING

SIGN

PK NAIL

IN EOP

CANAL ROAD

12.7’

AZ=84^ 7.5’

AZ=162^

SAGAMORE

ROAD

GRAVEL

SHOULDER

GATE

REBAR W/CAP

PK NAIL

IN EOPPK NAIL

IN EOP

18.7’

A Z =134^

^ REBAR W/CAP

PK NAIL

IN EOP

PK NAIL

IN EOP

SAGAMORE ROAD

C H

0^ .9

A Z

=114^

PK NAIL

IN EOP

TINKERS CREEK ROAD

PK NAIL

IN UTILITY

POLE

24.2’

AZ=338^

14.6’

AZ=64^

PHOTO POINT #138

OHE

TBAR

SURVEY CONTROL

SHEET 4 OF 4

A09

REFERENCES NOT

DRAWN TO SCALE

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

STAKED CENTERLINE

DATA

A10

6.9’

Az 251%%d

8.5’

Az 277%%d

17.9’

Az 204%%d

20.4’

Az 282%%d

19.0’

Az 198%%d

17.7’

Az 265%%d

35.0’

Az 245%%d

14.7’

Az 349%%d

29.3’

Az 230%%d

45.8’

Az 239%%d

24.4’

Az 275%%d

S/M 2’’

ELMS

S/M’S END

RAIL TIES

S/M’S END

RAIL TIES

S/M’S END

RAIL TIES

S/M

SWITCH

TIE

S/M END

RAIL TIE

PIPE LINE

POST

S/M 8*8

POST

T-BAR

ACCESS RD.

NO REF. NEEDED

S/M 2’’

ELM

PAINTED ON

PAVEMENT

39.61’

Az 206%%d

ELEV.

608.440

608.305

609.849

617.026

616.947

617.126

617.479

617.175

617.201

617.696

617.773

617.543

617.422

617.585

616.711

616.558

617.822

618.298

619.068

618.874

618.833

618.738

618.299

618.157

617.760

618.862

619.001

619.316

623.278

625.754

625.498

621.695

625.275

623.837

620.273

616.337

616.810

616.402

616.073

617.212

617.362

618.001

617.978

617.774

617.623

617.597

616.720

616.354

612.630

616.484

STATION

200+50.000

200+87.124

201+00.000

201+50.000

201+60.190

202+00.000

202+50.000

203+00.000

203+50.000

204+00.000

204+50.000

205+00.000

205+50.000

206+00.000

206+50.000

207+00.000

207+50.000

208+00.000

208+50.000

209+00.000

209+23.719

209+50.000

210+00.000

210+50.000

210+85.434

211+00.000

211+50.000

212+00.000

212+50.000

213+00.000

213+50.000

214+00.000

214+50.000

215+00.000

215+45.134

215+50.000

216+00.000

216+50.000

216+86.516

217+00.000

217+50.000

218+00.000

218+50.000

219+00.000

219+29.876

219+50.000

220+00.000

220+15.501

220+43.266

TYPE

NAIL

T-BAR

NAIL

T-BAR

NAIL

T-BAR

NAIL

T-BAR

NAIL

T-BAR

NAIL

T-BAR

NAIL

T-BAR

NAIL

T-BAR

POT

200+00=

307+26.56

POT

200+87.12

201+60.19

209+23.27

PRC

210+85.43

PRC

215+45.13

PRC

216+86.52

PRC

219+29.88

POT

220+43.27

Painted in Road

Painted

0n Paved

Shoulder

Painted and Under

Gate

Sta. Painted on ties

300+15.68

300+48.05

POT

300+00

POT

308+08.45

TYPE

NAIL

T-BAR

NAIL

T-BAR

ELEV.

623.326

622.848

622.332

621.286

621.197

618.585

616.178

614.499

613.402

611.439

610.683

610.319

610.014

610.732

610.966

610.579

610.564

610.781

611.825

612.908

617.282

618.312

STATION

300+00.000

300+15.676

300+25.000

300+48.852

300+50.000

301+00.000

301+50.000

302+00.000

302+50.000

303+00.000

303+50.000

304+00.000

304+50.000

305+00.000

305+50.000

306+00.000

306+50.000

307+00.000

307+26.560

307+50.000

308+00.000

308+08.447

Maintenance Access Rd.

Northeast Ohio Regional Sewer District Access Rd.

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

B01

TYPICAL SECTIONS

MAINLINE

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

B02

MISCELLANEOUS

DETAILS

REG STATE PROJECT

MW OH

NPS PMIS NO.: 84320

CUVA 18(1)164(1)

Fitzwater Bridges

SHEET NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

C02

PRA CUVA 18(1) & 164(1)

MAINTENANCE ROAD

15101-0000 LPSM ALL ALL

15201-0000 LPSM ALL ALL

15401-0000 LPSM ALL ALL

15705-0100 LNFT 3,530

20101-0000 ACRE 1.569 1.569 1.7

20201-0000 ACRE 0.503 0.503 0.6

20420-0000 CUYD 3,681 3,681 3,850

20701-1400 SQYD 400

20703-2000 SQYD 100

30301-5000 STA 7.5 7.5 8

30802-2000 TON 1,253 1,253 1,300

60201-0600 LNFT 40 40 42

60210-0600 EACH 4 4 4

61801-0000 LNFT 1,158 1,158 1,200

62501-0000 ACRE 0.814 0.814 0.900

63301-0000 EACH 10 10 10

63309-0900 EACH 53 53 55

63501-0000 LPSM ALL ALL

63701-0000 EACH 1

64805-0000 LPSM ALL ALL

ROADWAY AGGREGATE, METHOD 2

AGGREGATE SURFACE RECONDITIONING

EMBANKMENT CONSTRUCTION

EARTHWORK GEOTEXTILE, TYPE IV-C

TURF ESTABLISHMENT

SIGN SYSTEM

CONCRETE BARRIER

END SECTION FOR 18-INCH PIPE CULVERT

FIELD OFFICE

At the Discretion of the CO.

Prefabricated Units. See the Special Contract Requirements.

Based on 138.9 lb/CF

18-INCH PIPE CULVERT

DELINEATOR, TYPE FLEXIBLE

SOIL EROSION CONTROL, SILT FENCE

CLEARING AND GRUBBING

GEOGRID, BIAXIAL

ITEM NO. ITEM DESCRIPTION

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

SELECTIVE CLEARING

UNIT

ESTIMATED

QUANTITIES

PLAN BID

Sheet Number and Description

TABULATION OF

QUANTITIES

SUMMARY OF QUANTITIES

STATEREG SHEET

NO.

PROJECT

O H

\c u va

)1 (1

R oa d w a y\ sh e e ts

\B -S u m m \T em p A cc e ss su m sh ts

TEMPORARY TRAFFIC CONTROL

UTILITY PROTECTION STRUCTURE (CUVA MAINT. ROAD CROSSING STA. 201+15 to STA. 201+90)

UTILITY PROTECTION STRUCTURE (CUVA MAINT. ROAD CROSSING STA. 209+80 to STA. 210+80)

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.

C01

REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

MW OH

in x in EACH

NEOSD Access Road

30" x 30" 1

12" x 18" 1

Note: CUVA Maintenance Access Road

30" x 30" 1

Pleasant Valley Rd 36" x 36" 1

Fitzwater Road 30" x 30" 1

Project Totals 10

36 X 18 4.5 Note:

48 X 30 10.0

36 X 36 9.0

63309-0900

Note: Construction sign items considered subsidiary to pay item 63501-0000, Temporary Traffic Control-LPSM

EACH

CUVA Maintenance Access Road

Sta. 200+05 to Sta. 220+35 L 29

Note: Temporary traffic control items considered subsidiary to pay item 63501-0000, Temporary Traffic Control-LPSM 53

NOTES:

1. BCY = Bank Cubic Yard = One cubic yard of material as it lies in natural bank state.

2. CCY = Compacted Cubic Yard = One cubic yard of material after it has been compacted to specification density.

3. The quantities shown herein are approximations. Payment will be made for the actual quantities of work performed and accepted.

4. The average shrink/swell factor shown is computed by taking an average of values over the specified station range. Recommended shrink/swell factors are used in the calculations.

DRAINAGE SUMMARY

Project Totals

60210-0600

END SECTION FOR 18-INCH

PIPE CULVERT

Lnft

NEOSD Access Road

CUVA Maintenance Access Rd

2Sta. 216+22

SUMMARY OF SURFACING QUANTITIES

Sta. 306+55

Location

Lnft

CUVA Maintenance Access Road

20201-0000

ACRE

Roadway Excavation

Unit

62501-0000

18-INCH PIPE

CULVERT

60201-0600

N/A

0.503

SELECTIVE

CLEARING

TURF ESTABLISHMENT

0.814

Roadway Prism

(CCY)

Mass Ordinate

Excavation - Embankment

(CCY)

Adjustments To Excavation Roadway Embankment

20420-0000

-3,499

Adjustments

Topsoil

Replacement under fill

(CCY)

0.503 N/A

Project Totals

Sta. 200+05 to Sta. 220+35

N/A

Sta. 300+55 to Sta. 308+05

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

Fitzwater Road

TEMPORARY TRAFFIC CONTROL, WARNING LIGHTS TYPE A Each 6

SqFt

SUMMARY OF

CONCRETE BARRIER

Item Number

20.3 20.3

20.3

Survey and staking items are considered subsidiary to pay item 15201-0000, Construction Survey and Staking-LPSM

20.3Project Totals

61801-0000

Temporary Traffic Control, Construction Sign

(BCY)

HourTEMPORARY TRAFFIC CONTROL, FLAGGER

Roadway Excavation

Average Shrink/Swell

Factor(4)

Project Totals

Each

TEMPORARY TRAFFIC CONTROL QUANTITIES

Unit

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

Description

TEMPORARY TRAFFIC CONTROL, DRUM

Item Number

PROJECTSTATEREG

As Directed by

O H

\c u va

)1 (1

R oa d w a y\ sh e e ts

\B -S u m m \T e m p A cc e ss su m sh ts

A cc es

F.I.O

SUMMARY OF CONSTRUCTION SIGNS

G20-2

Road Work Ahead

2 20

Roadway Prism

CONSTRUCTION SURVEY AND STAKING QUANTITIES

SLOPE,

REFERENCE,

AND CLEARING

AND GRUBBING

STAKES

CUVA 18(1) 164(1)OH

MAINTENANCE ROAD

C02

CENTERLINE

VERIFICATION AND

STAKING

SURVEY AND

STAKING GRADE

FINISH STAKES

20.3

Project Totals

Unit

NEOSD Access Road

CLEARING AND GRUBBING

TURF ESTABLISHMENT QUANTITIES

Location

Project Totals

W20-1

STA.

As Directed by the CO

End Road Work

4 18

Road Closed

MUTCD

Reference

Item Number

Area (sqft)

Number of Signs

R11-2

CUVA Maintenance Access Road Sta. 200+05 to Sta. 220+35

Description Panel Dimensions

(in X in)

Project Totals 7.5 1,253

Concrete Barrier

Sta. 200+42 to 212+00 Rt. 1,158

Unit

N/A

10SQFT

CLEARING AND

GRUBBING

20101-0000

ACRE

Item Number

Location

Unit

7.5

Sta. 305+75 Rt

STA.

7.5

Sta. 200+05 to Sta. 220+35 Sta. 300+20 Lt

ITEM NUMBER

NEOSD Access Road

CUVA Maintenance Access Road

Location

Item Number

Sta. 300+55 to Sta. 308+05

Location

Unit STA

NEOSD Access Road Sta. 300+55 to Sta. 308+05

(BCY)

163 3,3161471 365 3,681200+07.26

Definition

Station to Station

Pay Item

CUVA Maintenance Access Road

220+35.00

30802-2000

ROADWAY

AGGREGATE,

METHOD 2

TON

30301-5000

AGGREGATE

SURFACE

RECONDITIONING

Total Excavation Available for Fills

TABULATION

QUANTITIES

0.814

Number of Posts (F.I.O.)

Item Number

27.8

SHEET

NO.

15201-0000

ACRE

STA.

See Detail 633A for Special-1 Details. The removal of the existing Fitzwater Road Entrance Sign and Resetting to the NEOSD Access Road (Sta. 300+20) is considered subsidiary to pay item 63301-0000, Sign System-Each.

SUMMARY OF PERMANENT SIGNS

1,158

Lnft

MUTCD

Reference

Panel Dimensions

(CCY)

N/A

(CCY)

GRADING SUMMARY

1.569

Embankment Construction

Item Number

Location

Unit

63301-0000

SIGN SYSTEM

EACH

W2-2L

1 Remove & Reset From Fitzwater Road-See Plans

W2-2R

R1-1

W2-4

R1-1

Sta. 200+50 Lt

Project Totals

300+55 Lt 1 Special-1

Sta. 201+80 Lt

Sta. 219+55 Rt

Sta. 220+05 Rt

W2-2 (L&R)

Item Number

Sta. 300+55 to Sta. 308+05 R

DELINEATOR SUMMARY

Sta. 212+00 to 220+35 Rt

Sta. 300+55 to Sta. 308+05 Lt

DELINEATOR -

FLEXIBLE TYPELocation

NEOSD Access Road

Unit

63501-0000

Each

Placing Conserved Topsoil

(CCY)

100’ Aggregate Surfacing Taper to Match Existing Width

EAST PLEASANT VALLEY ROAD

Place Silt Fence Along Limits of Construction (Typ.)

See Typical Sections for Limits of Construction

Fitzwater Maintenance Yard

Install Flexible Delineators (Lt & Rt). See Detail 633B.

Limits of Construction.

610610

610 610

G a s

(Q L

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

San (QL C)

SSSSSSSSSSSS

610610

610 610

SSSSSSSSSSSS

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

Acc Rd

P O

S 73%%d 22’ 01" W POT 200+00.00

200+00

PC 200+87.12

201+00

PT 201+60.19

202+00

203+00

S d

’5

304+00 305+00 306+00 307+00 308+00 309+00 310+00

See Typical Sections

Station 308+05.00 N 617878.234 E 2214338.480

MATCH EXISTING

S ta

N o rt h

E a s t

O h io R e g io n a l

S e w e r

D is tr ic t A c c e s s R o a d

S ta

C U

V A

M a in te n a n c e A c c e s s R o a d

Limits of Construction

End Rehabilitation NorthEast Ohio Regional Sewer District Access Road

Cuyahoga Valley Scenic Railway

Install New W2-2L

Delineated Wetland

D02

Place Silt Fence Along Limits of Construction (Typ.)

See Typical Section for Limits of Construction

Sta. 307+26.56;

NorthEast Ohio Regional Sewer District Access Road =

Sta. 200+00.00;

CUVA Maintenance Access Road

Existing Ground

Blade, Reshape, Finish and Compact Existing Aggregate Surface

Install Flexible Delineators (Lt & Rt). See Detail 633B

Do Not Disturb Existing Manhole

Install 18" X 20’ CMP w/ End Sections Lt & Rt Field Fit to Promote Cross Drainage

REG STATE PROJECT SHEET NO.

CUVA 18(1)164(1)

Acc Rd

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

V P

E L

+5.500%50’ VC

K = 6

V P

+5.500%

+0.200%

100’ VC

K = 19

V P

+0.200% -1.862%

100’ VC

K = 48

V P

-1.862% +0.200%

100’ VC

K = 48

Projection of Existing Underground Petroleum Gas Pipeline.

Prior to Working within 10’ of the Centerline of the Gas Pipeline, See Section 107.02 and 108.10 of the Special Contract Requirements.

304+00

305+00

306+00

307+00

308+00

POT 308+08.45

S 73% d 22’ 01" W

P O

P C

P T

S 44%%d 32’ 31" E

S16%%d37’59"E

P ho to T ar ge t

620620

630630

10" Gas (QL B)

T e s t

H o le

(Q L

10" Gas (QL B)

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSS

P ho to T ar ge t

620620

630630

SSSSSSSSSSSS

P ho to T ar ge t

620620

630630

SSSSSSSSSSSS

200+00 201+00 202+00 203+00 204+00 205+00 206+00

207+00

Station 200+05 N 617895.896 E 2214415.070

Begin Construction CUVA Maintenance Access Road

Concrete Barrier (Rt)

R =60’

STOP

Install New R1-1

Limits of Construction

Cuyahoga Valey Scenic Railway

Install New W2-4

NORTHEAST OHIO

REGIONAL SEWER DISTRICT

ACCESS ROAD

Existing Ground

Profile Grade

Curve = ACCESST-1

PI 201+24.40

= 27%%d 54’ 32" (LT)

R = 150.00’

T = 37.27’

L = 73.07’

Delineated Wetland

3’ Cuve Widening w/ Transitions (Lt)

Toe of Fill (Typ)

D03

0Embankment Stabilization - See Misc. Details

Sta. 200+10 to 201+50 Install Geotextile Type IV-C Embankment Stabilization.

See Miscellanous Details and Subsection 204.09.

Place Silt Fence Along Toe of Fill (Typ.)

Sta. 201+15 to Sta. 201+90 Install Utility Protection Structure at Existing Underground Gas Utility Crossing.See Section 648 of the Special Contract Requirements.

Utility Protection Structure

See Section 648 of the SCR

Install Flexible Delineators Lt (Typ).

See Detail 633B

E L

P ho to T ar ge t

630630

10" Gas (QL B)

T e s t

H o le

(Q L

A ) 10" Gas (QL B)

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

E L

P ho to T ar ge t

630630

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

Acc Rd

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

V P

+0.200%

+5.000%

100’ VC

K = 21

V P

+5.000%

-0.467%

250’ VC

K = 46

V P

-0.467%

100’ VC

K = 22

Projection of Existing Underground Petroleum Gas Pipeline.

Prior to Working within 10’ of the Centerline of the Gas Pipeline, See Section 107.02 and 108.10 of the Special Contract Requirements.

P C

0 P

R C

S 44%%d 32’ 31" E

207+00 208+00 209+00 210+00 211+00 212+00 213+00

214+00

Existing Ground

Concrete Barrier (Rt)

Profile Grade

Sta. 209+25; Lt.

Construct Parallel Pullout.

See Miscellaneous Details

Silt Fence Along Toe of Fill (Typ.)

Cuyahoga Valley Scenic Railway

Pullout Taper

0’ to 10’ Lt

Pullout Taper

10’ to 0’ Lt

Parallel Pullout (Lt)

Pullout Taper

0’ to 10’ Lt

Pullout Taper

10’ to 0’ Lt

Parallel Pullout (Lt)

Delineated Wetland

Curve = ACCESS4-2

PI 210+04.79

R = 910.00’

= 10%%d 10’ 55" (LT)D

T = 81.07’

L = 161.71’

Curve = ACCESS4-3

PI 213+21.82

= 32%%d 55’ 25" (RT)D

R = 800.00’

T = 236.39’

L = 459.70’

Toe of Fill (Typ)

D04

Sta. 213+25; Lt.

Construct Parallel Pullout.

See Miscellaneous Details Install Flexible Delineators Lt (Typ).

See Detail 633B

Install Flexible Delineators Lt & Rt (Typ).

See Detail 633B

See Section 648 of the SCR

Utility Protection Structure

Sta. 209+80 to Sta. 210+80.

Install Utility Protection Structure at Existing Underground Gas Utility Crossing.See Section 648 of the Special Contract Requirements.

Toe of Fill (Typ)Limits of Construction

(Typ)

REG STATE PROJECT SHEET NO.

CUVA 18(1)164(1)

Acc Rd

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

V P

-5.000%

100’ VC

K = 22

V P

-5.000%

+0.500%

150’ VC

K = 27

V P

+0.500% -1.400%

150’ VC

K = 79

Projection of Existing Underground Petroleum Gas Pipeline.

Prior to Working within 10’ of the Centerline of the Gas Pipeline, See Section 107.02 and 108.10 of the Special Contract Requirements.

E L

O M

FOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWW

620620

10" Gas (QL B)

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWW

E L

O M

FOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWW

620620

E L

O M

FOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWW

620620

P R

P T

P O

S60%%d27’10"E

214+00 215+00 216+00 217+00 218+00 219+00 220+00

Existing Ground

Profile Grade

Station 220+35.00 N 616322.711 E 2215636.829

End Construction CUVA Maintenance Access Road

STOP

Install New R1-1

Match Existing

Limits of Construction

Cuyahoga Valley Scenic Rialway

FITZWATER ROAD

Install New W2-4

Install New W2-2R

Toe of Fill

Curve = ACCESS4-4

PI 216+15.86

D = 4%%d 06’ 43" (LT)

R = 1,970.00’

T = 70.72’

L = 141.38’

Toe of Fill (Typ)

S ta

In st a ll

M P

E n d S e c ti o n

L t

R t

D05

Place Silt Fence Along Toe of Fill

Install Flexible Delineators Lt & Rt (Typ).

See Detail 633B

Special Clearing.

See Detail 202.

Sta. 216+22 Install 18" X 20’ CMP w/ End Sections Lt & Rt

N 616018.58

E 2215570.01 EL=622.93Photo Target

N 616943.12 E 2215257.41

EL=627.66Photo Target

N 616917.23

E 2216119.69 EL=615.42Photo Target

EL=617.62E=2215416.4800

N=616214.3400

OM129

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPPPPPPPPPPPPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOFOFOFOFOFOFOFOFOWWWWWGGGGGGGGGGGGGGGGGGGPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

620 6

G a s (Q

L B

G a s (Q

L B

G a s (Q

L B

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWW

6" W ater

(Q L D)

6" W ater

(Q L D)

6" Water

(QL D) 6" Water (QL B)

WWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFO

C P

(Q L

15" CM

(Q L C)

Traffic Loop

Detector

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSD

N 616018.58

E 2215570.01 EL=622.93Photo Target

N 616943.12 E 2215257.41

EL=627.66Photo Target

N 616917.23

E 2216119.69 EL=615.42Photo Target

EL=617.62E=2215416.4800

N=616214.3400

OM129

620 6

FOFOFOFOFOFOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSD

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Acc Rd

N 616018.58

E 2215570.01 EL=622.93Photo Target

N 616943.12 E 2215257.41

EL=627.66Photo Target

N 616917.23

E 2216119.69 EL=615.42Photo Target

EL=617.62E=2215416.4800

N=616214.3400

OM129

620 6

G a s (Q

L B

G a s (Q

L B

G a s (Q

L B

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWW

6" W ater

(Q L D)

6" W ater

(Q L D)

6" Water

(QL D) 6" Water (QL B)

WWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFO

C P

(Q L

15" CM

(Q L C)

Traffic Loop

Detector

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSD

N 616018.58

E 2215570.01 EL=622.93Photo Target

N 616943.12 E 2215257.41

EL=627.66Photo Target

N 616917.23

E 2216119.69 EL=615.42Photo Target

EL=617.62E=2215416.4800

N=616214.3400

OM129

620 6

FOFOFOFOFOFOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSD

N 616018.58

E 2215570.01 EL=622.93Photo Target

N 616943.12 E 2215257.41

EL=627.66Photo Target

N 616917.23

E 2216119.69 EL=615.42Photo Target

EL=617.62E=2215416.4800

N=616214.3400

OM129

620 6

FOFOFOFOFOFOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSD

220+00

219+00

218+00

217+00

216+00

215+00

214+00

Limits of Selective Clearing

Legend:

FITZWATER ROAD

SELECTIVE CLEARING PLAN

D06

FITZWATER ROAD

CUYAHOGA MAINTENANCE ACCESS ROAD

FITZWATER ROAD

EROSION CONTROL

NARRATIVE

Apply intermediate controls during rough grading and culvert installation operations.

mitigate potential or existing erosion problems.

CO may direct the Contractor to install certain controls in order to forestall or

Obtain the CO’s approval before installing any controls not specified in the ECP. The outlet channels and slopes are to final grade and are stabilized (with vegetation, riprap

Upon completion of culverts or other structures, ensure that entrances, outlets and or pavement) before routing drainage through or on completed areas. Remove diversion channels and reroute offsite drainage through completed culverts as soon as practical.

longer than 14 calendar days or when directed by the CO.

Provide silt fence at the toe of all embankment slopes and around all stockpiled excavated roadway material. Apply mulch and turf establishment to stockpiles remaining in place

PERMANENT EROSION AND SEDIMENT CONTROL

PHASE III (FINAL CONTROLS/STABILIZATION)

Where necessary, replace eroded topsoil and reapply permanent turf establishment to

Complete remaining channels by paving, riprapping or applying permanent turf establishment.

disturbed areas where vegetation has not been established.

Inspect, clean and repair all culvert outlet protection, riprap basins and stabilized channels and slopes.

Remove all fill slope perimeter earth berms and silt fence only after the embankment slopes and toe of fill have been stabilized.

Remove all perimeter controls when directed by the CO.

Officer (CO). Do not modify the type, size or location of any control or practice without approval from the CO.

Inspect all erosion and sediment control devices every seven calendar days and within

24 hours after any storm event of more than 12 inch in precipitation. Repair as needed or as directed by CO. Clean all sediment control devices (silt fence, inlet protectors and sediment traps) when they become half full of sediment or as directed by the CO.

boundaries.

Preventing initial soil erosion is much more effective than trying to control eroded sediment.

Therefore, stabilize all disturbed areas as soon as practical, but not more than 14 days after construction activity has temporarily or permanently ceased. Stabilization may be in the form of paved waterways, rock riprap and/or turf establishment. Construct temporary erosion controls in incremental stages as construction proceeds.

Attempt to control only the sediment-laden runoff generated by the project site. Separate and route clean, offsite runoff through the project using earth diversion berms, diversion channels and culverts.

Do not drive construction equipment across flowing waterways.

Do not allow construction vehicles to track sediment outside the project limits.

Inspection of erosion control devices must continue for a period of 8 weeks following completion of the project.

sediment does not leave the project site. Perimeter controls may include silt fence, During clearing and grubbing operations, construct perimeter controls to ensure that earth diversion berms, furrow ditches and offsite temporary sediment traps. Outlet channels. Use diversion channels to route clean offsite drainage through the project sediment traps to nearby undisturbed streams or swales, or tie traps to diversion grading and divert offsite drainage through completed culverts as soon as practical.

Where not practical, use temporary culverts for crossing of active streams or temporary diversion channels until permanent culverts can be installed. Do not line with plastic those portions of the diversion channels that run along natural stream beds.

site. Where possible, install permanent culverts and channels before beginning rough

PHASE I (ESTABLISH PERIMETER CONTROLS)

TEMPORARY EROSION AND SEDIMENT CONTROL

EROSION CONTROL NARRATIVE

GENERAL GUIDELINES

PHASE II (INTERMEDIATE CONTROLS)

M01

Dispose of the sediment by spreading it on site or disposing of it legally outside park

The Erosion Control Plans (ECP) are meant as a guideline for preventing and controlling sediment.

Install all erosion and sediment control devices as shown in the ECP or as directed by the Contracting

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

REG STATE PROJECT

SILT FENCE

157-1

S01

DETAIL

U.S. CUSTOMARY DETAIL

SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

E204-02

DETAILDETAIL APPROVED FOR USE

REVISED: 06/07

BENCHING DETAIL

S02

REG STATE PROJECT SHEET NO.

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

METAL PIPE CULVERT

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

S03

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY OFFICE

STANDARD

U.S. CUSTOMARY STANDARD

MW OH

METAL PIPE CULVERT

COUPLING BAND

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

S04

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

MW OH

METAL END SECTIONS

602-4

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

DRAFT: 10/2007

S05

REG STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

MW OH

U-CHANNEL POST

SELECTION AND

INSTALLATION DETAILS

633A

S06

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U-CHANNEL POST

SELECTION AND

INSTALLATION DETAILS

633A

S07

1.1 2.33.44.35.4 6.57.68.1 9.110.1

1.9 3.1 4.2 5.4 6.0 7.2 8.2 9.3

3.8 5.1 6.3 7.1

AUTHORIZED

VEHICLES

ONLY

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

633B

S08

DELINEATOR

DETAILS

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

S09

STANDARD APPROVED FOR USE

REVISED:

DRAFT:

ROAD WORK

NEXT MILES

ROAD WORK

NEXT MILES

ROAD WORK

END ROAD WORK

END

ROAD

WORK

AHEAD

ROAD NAME

ROAD

WORK

AHEAD

ROAD NAME

ROAD WORK

END

ROAD

WORK

xx FT

MW OH

CUVA 18(1)164(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

635-14

STANDARD APPROVED FOR USE 6/2005

REVISED:

DRAFT: 11/2007

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

S10

REG STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

MW OH

Legend:

00 2020 4040 6060

TOTAL

SHEETS

SHEET

NO.

PROJECTSTATEREG

600 600

610 610

620 620

200+07.26

600 600

610 610

620 620

200+21.97

600 600

610 610

620 620

200+40.00

600 600

610 610

620 620

200+75.00

00 2020 4040 6060

600 600

610 610

620 620

201+00.00

600 600

610 610

620 620

201+60.19

610 610

620 620

630 630

202+00.00

610 610

620 620

630 630

640 640

203+00.00

T01

Approximate Location of Existing Underground Gas Utility.

Prior to working within 10’ of the gas pipeline, See Section

107.02 and 108.01 of the Special Contract Requirements

CL_SG

Sta. 200+07.26 R 1

Des. Grade = 611.19

Subgrade = 610.69

Orig. Grnd. = 610.60

-2.95%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

-3.00%+3.00%

12+4.73%

1:4

SHLD_SGFM_SSGBDTHPCSSCCP_SG

1:2

CL_SG

Sta. 200+21.97 R 1

Des. Grade = 610.93

Subgrade = 610.43

Orig. Grnd. = 609.45

-2.63%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

+3.00%

BFC3TFCBBC3

SHLD_SG

TBC3CHPF

CP_SGSSF1:50

CL_SG

Sta. 200+40.00 R 1

Des. Grade = 611.11

Subgrade = 610.61

Orig. Grnd. = 608.92

-2.24%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

+3.00%

BFC3TFCBBC3

SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

CL_SG

Sta. 200+75.00 R 1

Des. Grade = 612.79

Subgrade = 612.29

Orig. Grnd. = 608.08

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00% +3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

CL_SG

Sta. 201+00.00 R 1

Des. Grade = 614.16

Subgrade = 613.66

Orig. Grnd. = 609.17

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00% +3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3BDTHPC

SSCCP_SG

1:2

CL_SG

Sta. 201+60.19 R 1

Des. Grade = 617.40

Subgrade = 616.90

Orig. Grnd. = 617.45

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00% +3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

CL_SG

Sta. 202+00.00 R 1

Des. Grade = 618.81

Subgrade = 618.31

Orig. Grnd. = 617.25

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 -3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 203+00.00 R 1

Des. Grade = 619.51

Subgrade = 619.01

Orig. Grnd. = 617.02

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

MW OH

206+00.00

620 620

630 630

640 640

203+50.00

610 610

620 620

630 630

640 640

204+00.00

610 610

620 620

630 630

640 640

205+00.00

00 2020 4040 6060

610 610

620 620

630 630

640 640

206+00.00

610 610

620 620

630 630

207+00.00

610 610

620 620

630 630

640 640

208+00.00

T02

SHEET NO.

Approximate Location of Existing Underground Gas Utility.

Prior to working within 10’ of the gas pipeline, See Section

107.02 and 108.01 of the Special Contract Requirements

CL_SG

Sta. 203+50.00 R 1

Des. Grade = 619.61

Subgrade = 619.11

Orig. Grnd. = 617.50

1:4

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20

-3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 204+00.00 R 1

Des. Grade = 619.71

Subgrade = 619.21

Orig. Grnd. = 617.15

1:4

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20 -3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 205+00.00 R 1

Des. Grade = 619.66

Subgrade = 619.16

Orig. Grnd. = 617.28

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 -3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 206+00.00 R 1

Des. Grade = 618.31

Subgrade = 617.81

Orig. Grnd. = 616.92

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

CL_SG

Sta. 207+00.00 R 1

Des. Grade = 618.25

Subgrade = 617.75

Orig. Grnd. = 617.95

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

CL_SG

Sta. 208+00.00 R 1

Des. Grade = 618.45

Subgrade = 617.95

Orig. Grnd. = 619.06

1:4

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20 -3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

MW OH

630 630

640 640

208+50.00

610 610

620 620

630 630

640 640

209+00.00

600 600

610 610

620 620

630 630

640 640

209+50.00

00 2020 4040 6060

610 610

620 620

630 630

640 640

210+00.00

600 600

610 610

620 620

630 630

210+50.00

600 600

610 610

620 620

630 630

211+00.00

T03

SHEET NO.

Approximate Location of Existing Underground Gas Utility.

Prior to working within 10’ of the gas pipeline, See Section

107.02 and 108.01 of the Special Contract Requirements

CL_SG

Sta. 208+50.00 R 1

Des. Grade = 618.55

Subgrade = 618.05

Orig. Grnd. = 618.83

1:4

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20.4 -3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3BDTHPC

SSCCP_SG

1:2

CL_SG

Sta. 209+00.00 R 1

Des. Grade = 618.65

Subgrade = 618.15

Orig. Grnd. = 618.71

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00% +3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3BDTHPC

SSCCP_SG

1:2

CL_SG

Sta. 209+50.00 R 1

Des. Grade = 618.75

Subgrade = 618.25

Orig. Grnd. = 618.43

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00% +3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPFCP_SGSSF

1:20

CL_SG

Sta. 210+00.00 R 1

Des. Grade = 619.16

Subgrade = 618.66

Orig. Grnd. = 618.98

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

-3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 210+50.00 R 1

Des. Grade = 620.71

Subgrade = 620.21

Orig. Grnd. = 617.88

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 211+00.00 R 1

Des. Grade = 623.03

Subgrade = 622.53

Orig. Grnd. = 619.45

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

MW OH

630 630

211+50.00

610 610

620 620

630 630

212+00.00

610 610

620 620

630 630

212+08.93

610 610

620 620

630 630

212+30.38

00 2020 4040 6060

610 610

620 620

630 630

212+50.00

610 610

620 620

630 630

213+00.00

610 610

620 620

630 630

213+50.00

610 610

620 620

630 630

214+00.00

T04

SHEET NO.

Approximate Location of Existing Underground Gas Utility.

Prior to working within 10’ of the gas pipeline, See Section

107.02 and 108.01 of the Special Contract Requirements

CL_SG

Sta. 211+50.00 R 1

Des. Grade = 624.88

Subgrade = 624.38

Orig. Grnd. = 619.11

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:2

CL_SG

Sta. 212+00.00 R 1

Des. Grade = 626.18

Subgrade = 625.68

Orig. Grnd. = 622.27

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

12BFC3TFCBBC3

22SHLD_SG

TBC3CHPF

CP_SGSSF

1:20

CL_SG

Sta. 212+08.93 R 1

Des. Grade = 626.36

Subgrade = 625.86

Orig. Grnd. = 622.92

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

CL_SG

Sta. 212+30.38 R 1

Des. Grade = 626.70

Subgrade = 626.20

Orig. Grnd. = 625.48

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG1:2

CL_SG

Sta. 212+50.00 R 1

Des. Grade = 626.94

Subgrade = 626.44

Orig. Grnd. = 625.61

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

CL_SG

Sta. 213+00.00 R 1

Des. Grade = 627.14

Subgrade = 626.64

Orig. Grnd. = 625.73

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

CL_SG

Sta. 213+50.00 R 1

Des. Grade = 626.94

Subgrade = 626.44

Orig. Grnd. = 625.22

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 214+00.00 R 1

Des. Grade = 626.39

Subgrade = 625.89

Orig. Grnd. = 625.44

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 +2.10% -2.10%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

MW OH

630 630

215+00.00

610 610

620 620

215+50.00

610 610

620 620

216+00.00

610 610

620 620

216+21.14

610 610

620 620

217+00.00

00 2020 4040 6060

610 610

620 620

218+00.00

610 610

620 620

219+00.00

610 610

620 620

219+50.00

610 610

620 620

220+00.00

610 610

620 620

220+19.52

T05

SHEET NO.

Approximate Location of Existing Underground Gas Utility.

Prior to working within 10’ of the gas pipeline, See Section

107.02 and 108.01 of the Special Contract Requirements

CL_SG

Sta. 215+00.00 R 1

Des. Grade = 622.30

Subgrade = 621.80

Orig. Grnd. = 617.47

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

+2.10% -2.10%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 215+50.00 R 1

Des. Grade = 620.04

Subgrade = 619.54

Orig. Grnd. = 616.57

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-0.65%+0.65%

21 22

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 216+00.00 R 1

Des. Grade = 618.67

Subgrade = 618.17

Orig. Grnd. = 616.42

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2 -3.00%+3.00%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 216+21.14 R 1

Des. Grade = 618.36

Subgrade = 617.86

Orig. Grnd. = 614.63

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 217+00.00 R 1

Des. Grade = 618.43

Subgrade = 617.93

Orig. Grnd. = 617.18

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG1:2

CL_SG

Sta. 218+00.00 R 1

Des. Grade = 618.83

Subgrade = 618.33

Orig. Grnd. = 617.95

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG1:2

CL_SG

Sta. 219+00.00 R 1

Des. Grade = 618.18

Subgrade = 617.68

Orig. Grnd. = 617.22

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 219+50.00 R 1

Des. Grade = 617.48

Subgrade = 616.98

Orig. Grnd. = 617.11

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

-3.00%+3.00%

1:4

SHLD_SGFM_SSGBDTHPCSSCCP_SG

1:2

CL_SG

Sta. 220+00.00 R 1

Des. Grade = 616.78

Subgrade = 616.28

Orig. Grnd. = 615.97

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

-3.00%+3.00%

1:4

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 220+19.52 R 1

Des. Grade = 616.51

Subgrade = 616.01

Orig. Grnd. = 616.14

-2.35%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

-3.00%+3.00%

+3.00%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

MW OH

220+35.00

T06

SHEET NO.

Approximate Location of Existing Underground Gas Utility.

Prior to working within 10’ of the gas pipeline, See Section

107.02 and 108.01 of the Special Contract Requirements

Legend:

CL_SG

Sta. 220+35.00 R 1

Des. Grade = 616.29

Subgrade = 615.79

Orig. Grnd. = 616.36

-1.86%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

-3.00%+3.00%

+2.47%

1:4

SHLD_SGFM_SSGBDTHPC

SSCCP_SG

1:2

MW OH

00 1010 2020 3030 4040 5050 606070

605 605

615 615

620 620

216+21.14

SHEET NO.

Z01

CL_SG

22SHLD_SGFM_SSGHPF

SSFCP_SG

12BFC3TFCBBC3TBC3CHPF

SSF

Sta. 216+21.14 R 1

Skew = 0%%d

18" X 20’ CMP

End Sections Lt & Rt

1:2

1:4 -3.00% +3.00%

1:2

2.74 %

1:4

MW OH

TTL_Template_Access Road-001.pdf

Symbols_Template_Access-001.pdf

PLN1_ACCESS-001.pdf

PLN2_ACCESS-001.pdf

SURVEY CONTROL_Cuva18(1)2dv8-001.pdf

SURVEY CONTROL_Cuva18(1)2dv8-002.pdf

SURVEY CONTROL_Cuva18(1)2dv8-003.pdf

SURVEY CONTROL_Cuva18(1)2dv8-004.pdf

PNP_CUVA1_TEMP1-001.pdf

PNP_CUVA1_TEMP2-001.pdf

PNP_CUVA1_TEMP3-001.pdf

PNP_CUVA1_TEMP4-001.pdf

PNP_CUVA1_TEMP5-001.pdf

PNP_CUVA1_TEMP6-001.pdf

Narrative1_ACCESS-001.pdf

st15701-001.pdf

st20402_detail-001.pdf

st60201-001.pdf

st60202-001.pdf

st60204-001.pdf

sp633a-001.pdf

Sp633a2-001.pdf

SPL633a3-001.pdf

st63501-001.pdf

st63514-001.pdf

XSS_CUVA_ACCESS-001.pdf

XSS_CUVA_ACCESS-002.pdf

XSS_CUVA_ACCESS-003.pdf

XSS_CUVA_ACCESS-004.pdf

XSS_CUVA_ACCESS-005.pdf

XSS_CUVA_ACCESS-006.pdf

XSS_CUVA_ACCESS-007.pdf

XSS_CUVA_ACCESS-008.pdf

XSS_CUVA_ACCESS-009.pdf

XSS_CUVA_ACCESS-010.pdf

XSS_CUVA_ACCESS-011.pdf

XSS_CUVA_ACCESS-012.pdf

XSS_CUVA_ACCESS-013.pdf

XSS_CUVA_ACCESS-014.pdf

XSS_CUVA_ACCESS-015.pdf

XSS_CUVA_ACCESS-016.pdf

XSS_CUVA_ACCESS-017.pdf

XSS_CULVERT_ACCESS-001.pdf

XSS_CULVERT_ACCESS-002.pdf

File details come from the government source that posted it. Updated Nov 14, 2017.