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LD-450 5/12/09

DEPARTMENT OF TRANSPORTATION

DIVISION: MATERIALS

REPORT COVER SHEET

Final Soils Survey 0077-098-754,C501 UPC 103320

January 4, 2017

Insert Report Prepared By: S.M. Mullins, P.E.

VDOT Materials Division Bristol, Va

William Allen Lester, PE. Asst. Bristol District Materials Engineer

VDOT (Division) or Company Name Insert Location, Virginia

Insert Technical Discipline

VDOT (Division) or Company Name Insert Location, Virginia

Insert Technical Discipline

Responsible for Pages 1-42 Responsible for Pages x To xx Responsible for Pages x To xx

Project Description From: Beg. of Exit 80 SB Exit Ramp To: 1.05 Mile North of Beg. Exit 80 SB Exit Ramp Project UPC No.: 103320

William.Lester

pe_seals_co-Default

Form No. 22-A VIRGINIA DEPARTMENT OF TRANSPORTATION INTEROFFICE MEMORANDUM TO: Tamera Pritchard Bristol, VA ATTN: Ron Flannery FROM: S.M. Mullins, P.E. January 4, 2017 SUBJECT: Soil Survey ROUTE: I-81 Ramp PROJECT: 0077-098-754, C501 PPMS #103320 COUNTY: WYTHE

DESCRIPTION:

I-81 Auxiliary Lane Project Length: 1.05 miles From: Beginning of Exit 80 Southbound exit ramp To: 1.05mi.± North of beginning of Exit 80 Southbound exit ramp

TOPSOIL AND ROOT MAT:

Where encountered, an average of 0.8’± of topsoil and root mat will have to be removed through the project. SOIL TYPES: Soils encountered throughout the project alignment are composed of various shades of red-brown and brown sandy clays, clayey sands, silty sands, and clays, some containing trace amounts of weathered rock fragments. Most soils appear to be fill and areas of what appears to be CBR 30 material we also encountered. ROCK DATA: Some test borings encountered rock during the drilling operation. Depending on the area drilled, either shale or limestone was encountered. Following is a list of borings and elevations where rock was encountered that may need to be addressed during construction concerning rock undercut:

BORING NUMBER ELEVATIONBH-01 2036.6’BH-05 2030.3’BH-06 2027.1’

RW2-05 2030.3’RW2-06 2028.5’

CBR VALUES: The results from the one CBR sample collected is 8.8. Material was taken from BH-10 and BH-12 and combined. These two holes were located in the major cut near the beginning of the job that has now been eliminated. The soils here are typical of what was found in other areas of the project. Soil here A-6(6), Sandy lean Clay COMMERCIAL QUARRY: The nearest commercial quarry is Wythe Stone, approximately 4.7 miles southwest of the project. MATERIALS UNIT WEIGHTS: Asphalt Concrete Surface Asphalt – approximately 110 lb/yd2/in (SM-12.5E) Intermediate Asphalt – approximately 115 lb/yd2/in (IM 19.0E) Base Asphalt – approximately 115 lb/ yd2/in (BM-25.0A)

Crushed Aggregate Aggr. Matl. No. 21-B – approximately 155 lb/ft3 Aggr. Matl. No 1 – approximately 140 lb/ft3

PAVEMENT DESIGN: This design, provided by William Lester, P.E., is to be used on mainline and all connections where pavement is required. (1) Asphalt concrete, Type SM-12.5E @ 220 lb/yd2

(2) Asphalt concrete, Type SM-19.0E @ 230 lb/yd2 (3) Asphalt concrete, Type BM-25.0A @ 8” (4) Aggregate Base Material, Type I, No. 21B @ 12” (5) Aggregate Base Material, Type I, No. 21B @ 2” (Leveling course) (6) Aggregate Base Material, No.1 @ 12” (Stabilization) PAVEMENT THICKNESS: Plans indicate that the only pavement demolition will be that of the shoulders. Pavement thickness appears to be 1’± underlain by 1.2’± of aggregate base rock material. Pavement structure on Rt. 11, E Lee Highway averages 0.6’ surface asphalt underlain by 0.5’ Aggr. Base Matl. MATERIAL IN CUT SECTIONS: The cut sections are to be made for placement of the pavement structure. The materials are variable including sandy clay fill and what appears to be CBR 30 placed during the original construction. Borings indicate rock may be present in some areas.

FILL AREAS: All fills are thin (<1’±) and are to be constructed on existing material or material replaced during construction of the RW-3 wall. The toe of the fill slope should be benched as per the Road and Bridge Standards to provide additional stability. SLOPE RECOMMENDATIONS: Cut slopes: Slopes shown on cross sections appear to be suitable for this project. Fill Slopes: Slopes shown on cross sections appear to be suitable for this project.

SHRINK AND SWELL: From borings, the majority of the material encountered will be soil. Based on this, the overall material should shrink 15%±. UNDERCUT: Borings indicate three sections that possibly have varying amounts of RU-1 that would be associated with the construction. These are:

Sta. 117+00± to 121+50± Sta. 135+50± to 139+50± Sta. 151+00± to 157+81±

Where areas of RU-1 are encountered, this should be backfilled with Aggr. Matl. No. 1 to correspond with the 12” layer at the base of the pavement structure. UNDER DRAINS: As shown on the cross sections, two UD-4 underdrains are to be constructed side by side from the beginning of the job at Sta. 102+50 to Sta. 111+00 where it will outlet into a layer of Aggr. Matl. No. 1. The Aggr. Matl. No. 1 will underlie the wall from Sta. 111+00 to Sta. 114+50 at differing depths leading to a low point at Sta. 112+50 where 2 4” pipes will provide drainage to the existing concrete ditch. See cross sections for information on elevations and thickness of the drainage areas.

MOD. RW-3 WALL: Based on borings the bearing capacity of the material for the wall foundation should be 3000lb/ft2 except at the following areas: Sta. 111+00± to 113+00±. These areas are going to be underlain by Aggr. Matl. No 1 in depths 1.3’ and greater. This should provide the stability needed for placement of the wall. If other areas are encountered that appear unsuitable for placing the wall, then the material should be removed for a depth of 1.5’ and replaced with compacted Aggr. Matl. No. 1 extending 1.5’ behind the wall to provide added stability. SUBSURFACE INFORMATION This soil survey investigation was based on design plans dated 07/01/16. The subsurface information in the soil survey report was obtained with reasonable care and recorded in good faith solely for use by the Department in establishing design controls for the project. The Department has no reason to suspect that such information is not reasonably accurate as an approximate indication of the subsurface conditions at the sites where the borings/soundings were taken. The Department does not in any way warrant or guarantee that such data can be projected as indicative beyond the limits of the borings/soundings; and any such projections by bidders are purely interpretive and altogether speculative. Further, the Department does not in any way guarantee, either expressly or by implication, the sufficiency of the information for bid purposes. Copies of all test reports and logs are included for your information.

Sincerely;

S.M Mullins, P.E. District Materials Eng. Bristol District

Form TL-32MC

Report No.: 51-948 Bristol, VA Date: 7/25/2016

Project: 0077-098-754 Route No.: I-77County: Wythe Sample No.: 1Subm. By: CH PPMS 0

Date Sampled: 7/25/2016 Date Received: 1/0/1900Location: 149-100-15+150Field Description: Red Brown silty - sandy clay Depth: 1'-8'

0ASTM Description: Sandy lean CLAY ( CL )

Particle Size Analysis, VTM-25Sieve % Passing %

-1 1/2" + 1" 100.0 16.6%-1" + 3/4" 100.0 0.0%

-3/4" + 3/8" 100.0-3/8" + #4 99.7-#4 + #10 96.7-#10 + #20 87.1 Total Soil lbs/ft3

-#20 + #40 82.6 -4 Portion 108.6 lbs/ft3

-#40 + #60 77.5-#60 + #80 74.0-#80 #100 72.5

-#100 +#200 71.6 32.8-#200 69.0 22.4

10.4

Soil Classification :AASHTO M 145 A-6(6)ASTM D 2487 CL

Unsoaked

Before Soaking

AfterSoaking

8.817.1 17.1 21.4100.6 100.6 99.3109.4 109.4 107.8

0.918.6

Remarks:0000

Reported by: BSC

% Density% MoistureCBR Value

Plasticity Index

Steven Mullins, P.E.District Materials Engineer

VIRGINIA DEPARTMENT OF TRANSPORTATIONMATERIALS DIVISION

REPORT ON SAMPLE OF SOIL

CBR Data, AASHTO T 193

% Moisture Top Inch

Optimum Moisture, AASHTO T 99

% SwellUnit Weight (lbs/ft3)

Natural Moisture-4 PortionTotal Soil

Max Dry Density, AASHTO T 99

Atterberg Limits, AASHTO T 89, T 90

Plastic LimitLiquid Limit

0.0 / 2,039.0Shoulder aggregate

0.8 / 2,038.2Light-brown, silty SAND, dry, dense, with Limestone gravel.SM

Bottom of hole @ 2036.6'AUGER REFUSED ON SHALE

PAGE 1 OF 1

BH-01

BH-01

FIELD DESCRIPTION OF STRATA

GROUND WATER

PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:

REMARKS: Rig Type: CME-550.BOOK 21, PAGE 74

Copyright 2017, Commonwealth of Virginia

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STATION: 117+50LATITUDE:SURFACE ELEVATION: 2,039.0 ft

0077-098-754, C501WYTHE COUNTYCUT 3'

Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method:Other Test(s):Driller: JWALogger: CSH

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2.8 / 2,034.7Med.-red/brown, sandy CLAY, moist, very stiff, trace weatheredShale frag. CL

5.0 / 2,032.5Hard, weathered SHALEBottom of hole @ 2032.3'AUGER REFUSED ON SHALE

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0.0 / 2,027.5Topsoil


3.2 / 2,024.3Weathered Limestone3.5 / 2,024.0Dark-brown, silty SAND, dense, moist, trace organics, possibleoriginal ground. SM4.0 / 2,023.5Med.-brown, silty SAND, moist, loose, trace weathered limestonecobbles. SM

Bottom of hole @ 2018.0'

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0.0 / 2,025.7Shoulder aggregate0.6 / 2,025.1Light-brown, silty SAND, dry, dense, with Limestone gravel.SM

2.5 / 2,023.2Med.-red/brown, sandy CLAY, firm, moist, trace weathered Shalefrag. CL

7.0 / 2,018.7Dark-red/brown, sandy CLAY, firm, moist, trace weathered Shalefrag. CL

8.3 / 2,017.4Dark-brown, sandy SILT, soft, moist, possible original ground.ML


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0.0 / 2,032.3Shoulder aggregate.0.2 / 2,032.1Topsoil1.0 / 2,031.3Light-brown, silty SAND, dry, dense, with Limestone gravel.SM2.0 / 2,030.3Bottom of hole @ 2030.3'AUGER REFUSED ON ROCKBASE OF CUT

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Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method:Other Test(s):Driller: JWALogger: CSH

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2.5 / 2,027.1Weathered SHALE.


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2.5 / 2,039.9Med.-red/brown, sandy CLAY, moist, firm, trace weathered Shalefrag. CL

4.0 / 2,038.4Med.-red/brown, sandy CLAY, moist, firm, trace weathered Shalefrag. and cobbles. CL



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2.5 / 2,053.4Med.-red/brown, sandy CLAY, moist, firm, trace shale frag. CL

8.3 / 2,047.6Dark-brown, silty SAND, moist, firm, trace organic material,appears to be original ground. SM


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0.0 / 2,069.3Topsoil


2.7 / 2,066.6Med.-red/brown, sandy CLAY, firm, moist, trace weathered shalefrag. CL

6.0 / 2,063.3Hard SHALE layer6.5 / 2,062.8Med.-red/brown, sandy CLAY, soft, moist, trace weathered shalefrag. CL

8.0 / 2,061.3Highly weathered SHALE, moist, soft.


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9.5

69.0

0.0 / 2,080.9Topsoil0.5 / 2,080.4Med.-red/brown, sandy CLAY, dry. CL

7.0 / 2,073.9Light-brown, sandy CLAY, moist, firm. CL

8.0 / 2,072.9Bottom of CBR sample

Bottom of hole @ 2067.6'AUGER REFUSED ON ROCK

100

19.7

34.5

33 10 8.8

PAGE 1 OF 1

BH-10

BH-10


GROUND WATER


REMARKS: Rig Type: CME-550.BOOK 21, PAGE 64 CBR from .5' to 8' mixed with BH-12


SP

T_L

OG

BC

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.0

03:1

/5/1

7:V

DO

T

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

10

11

12

13

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2080

2079

2078

2077

2076

2075

2074

2073

2072

2071

2070

2069

2068

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LABORATORY DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

CB

R (

%)

2

4

4

8.5

10

13.2



2.9 / 2,079.6Med.-red/brown, sandy CLAY, dry stiff, trace weathered Shlefrag. SM3.5 / 2,079.0Highly weathered, mod.-soft, light-brown/gray, sily SHALE, dry.

Bottom of hole @ 2073'

100

100

8.8

5.5

PAGE 1 OF 1

BH-11

BH-11


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

10

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2082

2081

2080

2079

2078

2077

2076

2075

2074

2073

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

7

20

10

25

14

43

2.5

4

8

9.5

69.0

0.0 / 2,097.0Topsoil0.5 / 2,096.5Light-brown, silty SAND, dry, loose, trace weatheredshale frag. SM

3.8 / 2,093.2Same, moist, moisture increases with depth. SM

8.8 / 2,088.2Bottom of CBR sample

14.5 / 2,082.5Highly weathered, firm, thin bedded, light-brown andgray SHALE.15.5 / 2,081.5Light-brown, silty SAND, wet, loose, traceweathered shale frag. SM16.4 / 2,080.6Weathered, firm SHALE AUGER REFUSEDBottom of hole @ 2079.6,

100

22.7

35.0

30.8

33 10 8.8

PAGE 1 OF 1

BH-12

BH-12


GROUND WATER


REMARKS: Rig Type: CME-550.BOOK 21, PAGE 64 CBR from .5' to 8.8' mixed with BH-10


SP

T_L

OG

BC

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.0

03:1

/5/1

7:V

DO

T

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%

)FIRST ENCOUNTERED AT 15.5 ft DEPTH

DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2096

2095

2094

2093

2092

2091

2090

2089

2088

2087

2086

2085

2084

2083

2082

2081

2080

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LABORATORY DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

CB

R (

%)

11

14

3

8.8

14.5

16

17.4

0.0 / 2,095.8Topsoil0.5 / 2,095.3Light-brown, silty SAND, dry, dense, with Limestone gravel.SM

3.2 / 2,092.6Med.-red/brown, sandy CLAY, trace weathered Limestone frag.,moist, stiff. CL


80 12.5

PAGE 1 OF 1

BH-13

BH-13


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2095

2094

2093

2092

2091

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

7

6

7

2.5

4

5



Bottom of hole @ 2104.5AUGER REFUSED ON LIMESTONE

40 1.2

PAGE 1 OF 1

BH-14

BH-14


GROUND WATER

PAGE 1 OF 1OFFSET: 20' TL C/LLONGITUDE:COORD. DATUM:



SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2109

2108

2107

2106

2105

2104

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

24

28

16

2.5

4

5

0.0 / 2,041.2Asphalt

1.0 / 2,040.2Aggregate

2.2 / 2,039.0Light-brown, silty SAND, dry, dense, with gravel. SM

4.0 / 2,037.2Fill, red/brown, sandy CLAY, dry firm. CL

5.0 / 2,036.2Same, trace Cobbles. CL

9.0 / 2,032.2Weathered SHALEBottom of hole @ 2031.9'SAMPLE REFUSED ON ROCK

100

100

100

11.6

10.1

1.7

PAGE 1 OF 1

RW1-01

RW1-01


GROUND WATER


REMARKS: Rig Type: CME-550.BOOK 21, PAGE 79BASE OF WALL @ 2038'±


SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2041

2040

2039

2038

2037

2036

2035

2034

2033

2032

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS


0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL


LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

8

11

50

25

12

14

9

1.5

3

4.5

99.3

0.0 / 2,039.5Topsoil

0.8 / 2,038.7Med.-red/brown, sandy CLAY, stiff, moist. CL1.5 / 2,038.0Dark-gray and black, mottled, silty SAND, moist, med. dense,moist, trace organics. SM2.2 / 2,037.3Light-brown, silty SAND, moist, med. dense, trace gravel. SM3.0 / 2,036.5Dark-brown, sandy SILT, moist, soft, trace organics, possibleoriginal ground. ML


100

100

10.7

19.7

PAGE 1 OF 1

RW1-02

RW1-02


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2039

2038

2037

2036

2035

2034

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

9

7

8

4

7

3

1

2.5

4

6

0.0 / 2,039.0Topsoil

1.0 / 2,038.0Med.-red/brown, sandy CLAY, moist, soft, trace shale frag. CL

2.0 / 2,037.0Med.-brown, sandy CLAY, soft, moist, trace weathered Shalefrag. CL3.0 / 2,036.0Crushed aggregate, appears to be No. 57s.3.5 / 2,035.5Med.-brown, sandy CLAY, firm, moist, trace weathered Shalefrag. CL

7.5 / 2,031.5Dark-gray, sandy SILT, soft, moist, trace organics. ML8.0 / 2,031.0Hard shale.Bottom of hole @ 2030'SAMPLE REFUSED ON ROCK

100

100

14.0

21.2

PAGE 1 OF 1

RW1-03

RW1-03


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2038

2037

2036

2035

2034

2033

2032

2031

2030

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

2

25

50

2

14

2

5

1

2.5

4

9

0.0 / 2,038.5Topsoil

1.0 / 2,037.5Med.-red/brown, sandy CLAY, moist, soft, trace gravel. CL

3.0 / 2,035.5Sandy gravel, appears to be crusher run.3.5 / 2,035.0Med.-red/brown, sandy CLAY, moist, soft, trace gravel. CL

5.0 / 2,033.5Cobbles, posible aggregate.


8.0 / 2,030.5Shale.Bottom of hole @ 2029.9'SAMPLE REFUSED ON ROCK

33

100

100

18.3

21.2

11.5

PAGE 1 OF 1

RW1-04

RW1-04


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


STABILIZED AT 3.0 ft AFTER 24 HOURS

DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2038

2037

2036

2035

2034

2033

2032

2031

2030

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

3

3

50

2

10

2

13

1

2.5

4

8.58.6

0.0 / 2,038.0Topsoil

1.0 / 2,037.0Med.-red/brown, sandy CLAY, moist, soft. CL


5.5 / 2,032.5Cobbles.

8.0 / 2,030.0Weathered SHALE

Bottom of hole @ 2028.7'SAMPLE REFUSED ON ROCK

100

100

100

21.3

21.7

16.5

PAGE 1 OF 1

RW1-05

RW1-05


GROUND WATER


REMARKS: Rig Type: CME-550.BOOK 21, PAGE 78BASE OF WALL @ 2035.5'±


SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

2033

2032

2031

2030

2029

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS


0077-098-754, C501WYTHE COUNTYMAD. RW3 WALL


LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

1

2

50

2

2

2

2

1.5

3

4.5

99.3

0.0 / 2,038.0Topsoil0.5 / 2,037.5Med.-red/brown, sandy CLAY, moist, soft. CL1.5 / 2,036.5Med.-red/brown, sandy CLAY, moist, soft, trace Shale frag. CL

5.0 / 2,033.0Weathered SHALEBottom of hole @ 2032.8'AUGER REFUSED ON ROCK

100

100

20.9

14.0

PAGE 1 OF 1

RW1-06

RW1-06


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

2033

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

2

2

7

3

3

5

1.5

3

5.2

0.0 / 2,038.0Topsoil

1.0 / 2,037.0Med.-red/brown, sandy CLAY, moist, soft. CL

3.7 / 2,034.3Mottled, med.-red/brown and med.-brown, sandy CLAY, moist,stiff. CL

9.5 / 2,028.5Fine silty SAND, with angular gravel. Possible pipe bedding.SM


100

100

33

67

15.9

20.5

19.0

21.9

PAGE 1 OF 1

RW1-07

RW1-07


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

10

11

12

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

2033

2032

2031

2030

2029

2028

2027

2026

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

1

2

5

6

1

1

5

5

1

2

6

2

1

2.5

4

9

10.5

12

0.0 / 2,037.5Topsoil

1.0 / 2,036.5Med.-red/brown, sandy CLAY, moist, soft,trce gravel. CL

2.7 / 2,034.8Light-bray, silty SAND, moist, med.-dense, trace weatheredShale frag. SM3.5 / 2,034.0Highly weathered Shale cobbles.4.0 / 2,033.5Med.-red/brown, sandy CLAY, trace cobbles, moist, firm. CL

6.0 / 2,031.5Med.-brown, sandy CLAY, moist, firm, trace shale frag. CL

8.5 / 2,029.0Weathered SHALE.Bottom of hole @ 2028.6'SAMPLE REFUSED ON ROCK

33

100

100

17.1

5.6

11.8

PAGE 1 OF 1

RW1-08

RW1-08


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

2033

2032

2031

2030

2029

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

3

12

50

2

12

2

14

1

2.5

4

8.5

8.9

0.0 / 2,037.5Topsoil

1.0 / 2,036.5Med.-red/brown, sandy CLAY, moist, firm. CL

3.4 / 2,034.1Med.-red/brown, sandy CLAY, wet, very stiff, trace aggregate.CLBottom of hole @ 2033.5'

100

100

18.2

23.5

PAGE 1 OF 1

RW1-09

RW1-09


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

2

2

3

14

2

19

1

2.5

4

0.0 / 2,038.0Topsoil0.5 / 2,037.5Crusher run aggregate1.2 / 2,036.8Sandy gravel

3.5 / 2,034.5Light-brown, silty SAND, moist, med. dense. SM

4.5 / 2,033.5Med.-brown, sandy CLAY, most, firm. CL

7.0 / 2,031.0Mottled, med-brown, med-red/brown, and black, sandy CLAY,moist, firm, pockets of wet soft material. CL


33

0

100

9.3

20.5

PAGE 1 OF 1

RW1-10

RW1-10


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

10

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

2033

2032

2031

2030

2029

2028

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

4

6

3

2

11

2

11

13

3

0.5

2

3.5

8.5

10

0.0 / 2,038.0Topsoil

0.8 / 2,037.2Light-brown, silty SAND, moist, med.-dense. SM

2.7 / 2,035.3Med.-gray, silty SAND, soft, moist, trace organics. SM

4.5 / 2,033.5Med.-brown, sandy CLAY, moist, firm. CL

7.5 / 2,030.5Mottled, med-brown and dark gray, sandy CLAY, moist, firm.CL


100

100

100

21.9

21.1

19.8

PAGE 1 OF 1

RW1-11

RW1-11


GROUND WATER


REMARKS: Rig Type: CME-550.BOOK 21, PAGE 74BASE OF WALL @ 2036.5'


SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2037

2036

2035

2034

2033

2032

2031

2030

2029

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

8

4

3

3

3

4

4

4

4

2.5

4

5.5

7.5

9

0.0 / 2,041.0Aggregate

1.2 / 2,039.8Med.-red/brown, sandy CLAY, contains Gravel

Bottom of sounding @ 2038.9'

PAGE 1 OF 1

RW1-S1

RW1-S1


GROUND WATER


REMARKS: Rig Type: SOUNDING ROD.BOOK 21, PAGE 79BASE OF WALL @ 2038'


SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2040

2039

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS



Date(s) Drilled: 8/16/16 - 8/16/16Drilling Method(s): SOUNDINGSPT Method:Other Test(s):Driller: JWALogger: CSH

LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

2.1


2.0 / 2,035.0Med.-red/brown, sandy CLAY, moist, very stiff, trace weatheredshale frag. CL

6.5 / 2,030.5Weathered, hard SHALE

Bottom of hole @ 2028'AUGER REFUSED ON SHALE

100

100

100

4.2

15.3

7.6

PAGE 1 OF 1

RW2-01

RW2-01


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2036

2035

2034

2033

2032

2031

2030

2029

2028

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS


0077-098-754, C501WYTHE COUNTYRW3 WALL


LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

8

10

15

12

13

11

11

20

8

1.5

3

5

6.5

9



5.2 / 2,030.8Highly weathered med.-brown/gray SHALE


100

100

100

4.4

24.8

9.1

PAGE 1 OF 1

RW2-02

RW2-02


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2035

2034

2033

2032

2031

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

5

10

12

10

3

10

11

4

25

1.5

3

5

6.5

7.2

0.0 / 2,035.0Shoulder aggregate.0.3 / 2,034.7Dark-brown, sandy SILT. ML0.5 / 2,034.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM1.7 / 2,033.3Same, dark-brown/gray. SM2.3 / 2,032.7Med.-red/brown, sandy CLAY, moist, hard. CL

5.5 / 2,029.5Highly weathered, med.-brown/gray SHALE

Bottom of hole @ 2028.5'SAMPLE REFUSED ON SHALE

100

100

100

5.8

14.4

12.9

PAGE 1 OF 1

RW2-03

RW2-03


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

6

7

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2034

2033

2032

2031

2030

2029

2028

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

2

7

3

6

14

25

6

25

50

1.5

3

5

6.46.5


2.2 / 2,031.8Med.-brown, sandy CLAY, moist, stiff, trace weathered Shalefrag. CL

5.0 / 2,029.0Highly weathered SHALEBottom of hole @ 2028.7'SAMPLE REFUSED ON SHALE

100

100

100

4.6

16.9

3.7

PAGE 1 OF 1

RW2-04

RW2-04


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

5

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2033

2032

2031

2030

2029

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

4

9

50

8

6

10

5

1.5

3

55.3


2.0 / 2,031.0Med.-red/brown, sandy CLAY, stiff, moist, trace weathered Shalefrag. CL2.7 / 2,030.3Highly weathered, hard, light-gray SHALE


100

100

7.9

14.3

PAGE 1 OF 1

RW2-05

RW2-05


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2032

2031

2030

2029

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS



Date(s) Drilled: 8/5/16 - 8/8/16Drilling Method(s): 8/8/16SPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH

LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

10

12

12

14

14

25

1.5

3

4.4

0.0 / 2,032.0Shoulder aggregate.0.5 / 2,031.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM

3.5 / 2,028.5Highly weathered Limestone.Bottom of hole @ 2028.9'

80

62

6.6

15.9

PAGE 1 OF 1

RW2-06

RW2-06


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DIP °

ST

RA

TA

1

2

3

4

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2031

2030

2029

2028

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

12

38

13

50

13

0.5

2

3.33.6

0.0 / 2,030.0Topsoil

0.8 / 2,029.2Light-brown, silty SAND, dry, dense, with Limestone gravel.SM1.5 / 2,028.5Med.-red/brown sandy CLAY, moist, firm. CL

3.0 / 2,027.0Med.-red/brown sandy CLAY, wet, soft, trace Limestone cobbles.CL

8.0 / 2,022.0Light-brown, silty SAND, wet, soft, NO RETURN TO 2015.5'.SM

14.7 / 2,015.3Weathered Limestone.Bottom of hole @ 2015.1'AUGER REFUSED ON ROCK

100

100

0

100

10.1

20.9

19.3

PAGE 1 OF 1

RW2-07

RW2-07


GROUND WATER




SP

T_L

OG

:I_77

AU

XLA

NE

WY

TH

E.G

PJ:

SP

T7.

GD

T:g

INT

_ver

sion

8.3

0.00

3:1

/5/1

7:V

DO

T

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

ST

RA

TA

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

2029

2028

2027

2026

2025

2024

2023

2022

2021

2020

2019

2018

2017

2016

2015

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




LAB DATA

LL

LIQ

UID

LIM

IT

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PI

3

1

1

50

8

2

2

15

5

2

1.5

3

8

9.5

14.5

14.9

3

3

Matc

h Lin

e Sta. 112

+00 I-81

Const. B

See Sheet 4

L

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

PI = 106+17.96

T = 375.38'

L = 749.36'

R = 5,000.00'

102+42.58PC =

PT = 109+91.93

1

Telephone: 804-524-6111

Contact: M. Cassidy

Colonial Heights, Virginia 23834

P.O. Box 3402

Virginia Department of Transportation

Traffic Control:

Telephone: 540-745-2111

Floyd, VA 24091

220 Webbs Mill Road North

Citizens Cablevision Cooperative

Cable:

Telephone: 276-637-4544

Contact: Don Crisp

Wytheville, VA 24382

340 South Sixth Street

Wythe County Water And Sewer Department

Water/Sewer:

Telephone: 540-745-2111

Floyd, VA 24091

220 Webbs Mill Road North

Citizens Telephone Cooperative:

Telephone: 434-971-1290

Charlottesville, VA 22903

417 West Main Street

Century Link

Telephone/Fiber Optic:

Telephone: 713-627-5400

Houston, TX 77056

5400 Westheimer Court

(Spectra Energy Partners, LP)

East Tennessee Natural Gas:

Gas:

Telephone: 800-956-4237

Roanoke, VA 24011

40 Franklin Road Southwest

Appalachian Power

Electric:

Utility Owners:

LEGEND

Denotes Shoulder Demolition

Denotes Proposed Pavement

Denotes Construction Limits in Cut

F Denotes Construction Limits in Fill

C

Denotes Poposed Pavement Mill & Overlay

DESIGN SPEED =

E =2% (ME)

Lr = 64'

Lt = 64'

P.A.C. PLANSDECEMBER 2016

Pavement MarkingSigning and

Drainage Descriptions

RW-3 Details

ControlErosion & Sediment

Mainline Profile

8(03)

2C

2B(1)-2B(5)

1F(10)1F(2),

3A

Curve MAINLINE1

40 MPH *

* Design Waiver has been provided to the Department.

I-81I-77/

Ron Flanary (276) 696-3252 (Bristol)

Howard Spence (757) 549-5388 (Woolpert)

Ginny England (804) 323-9900 (JMT)

Johnson, Mirmiran & Thompson (804) 323-9900

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

m103320003.dgn

Plotted By: england12:02:18 PM

m103320003.dgn

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

By Resolution of Commonwealth Transportation

Board dated October 4, 1956LIMITED ACCESS HIGHWAY

0

SCALE

50' 100'0077-098-754

PE-101, C-501

0077-098-754

(a)(c)(e)

(b)(d)(f)

Inv.

Outf

all F

ES

= 2032.14

Inv.

Out (c) =

2033.0

1

In Pl. 2

4"

Conc. Pip

e

Inv. In (b) =

2033.2

7

In Pl. 18"

Conc. Pip

e

Inv. In (a) =

2033.3

5

Rim

= 2042.4

3

In Pl. S

SM

H

(a) (b)

(c)In

v.

Out

= 2036.6

1

In Pl. 18"

Conc. Pip

e

Inv. In =

2037.17

In Pl. 18"

Conc. Pip

e

Rim

= 2043.6

9

In Pl. S

SM

H

(a)

(b)

(c)

Inv.

Out (c) =

2035.4

3In Pl. 18"

Conc. Pip

eIn

v. In (b) =

2035.5

0In Pl. 15"

Conc. Pip

eIn

v. In (a) =

2035.4

4Rim

= 2042.8

8In Pl. DI

AD

AE

AF

AG

AH

BR

BS

BV

East Lee Highway

1 St. Mtl. Bldg.Metal Canopy Over Conc.

Canopy

#2756

1 St. Bl. &

Fr.

Bld

g.

Canopy

Truck Scales

Conc.Conc.

Metal

Blocks (Typ.)

Moveable Conc.

Gravel

Gravel

Gravel

Gravel

Crusher Ru

n Berm

Grass

Conc.

Gravel#2740

1 St. Fr. Bld

g.

Grass

6' CLF

w/

BW

6' CLF w/

BW

Tank

Propane

Conc.

Asphalt

Asphalt

AsphaltBroken

AsphaltBroken

Conc.

Conc.

Conc.

Sign

Bushes 6' CLF w/BW

6'

CLF

w/

BW

GrassGrass

0.5' Curb

0.5' Curb

0.5' Curb

6' CLF

w/BW

Gate

Gate

(Abandone

d)Barn

1 St. WoodenShell

Camper

Sign

Sign

Trees

Mixed

6" Hardwood Sign

Sign

SignSig

n

Wood Stru

cturew/

Dilapidate

dConc. Fou

ndation

4" Peca

n

Mixed Ha

rdwoods &

Brush

Conc. Ditch

Sig

n

0.5' Curb

Conc. Ditch

Conc. Ditch

Conc. Ditch

Asphalt Shoulder

Asphalt

Asphalt Shoulder

Asphalt

Asphalt

Asphalt Shoulder

Asphalt Shoulder

Sign

Asphalt Shou

lder

Bush (5)

Bush (2)Bush

Brush

Bush 10" Locust (2)

Jersey Barr

ier

Guardrail

Guardr

ail

Overhead Sign #8

0-5L

Guardrail

2.5' C&G

14"

Bla

ck

Waln

ut

12"

Bla

ck

Waln

ut

Bush

Briars

Guardrail

Brush

Brush

6' CLF

Jersey Barrier

Gravel

Gravel

Gravel

Gravel

Gravel

No Visible Address

1 St. Metal Bldg.

Barbwire Fence

Ramp

10" Locust

Truck T

railer

Gravel

Gravel

10" Locust

10" Locust

Conc.

6' CLF w/BW

Post

Sign

Asphalt

Brush

Broken Asphalt

Guardrail

Guardrail

Guardrail

Guardrail

I-81 NBL

135

140

145

C.B. W

all

146.9

5'

+70.3

2

81.59'

+44.7

4I. P. I. P.

151 DR 1-3Existing R/W Project

Within F

ence A

rea

Note:

Hazar

dous M

aterial

R/

W

Mon.

4'

Woven

Wire Fence

4' Wove

n Wire

Fence

Brush

Wet Area

Wet Area

Wet Area

Wet Area

Wet Area

Sign "MM 80.

4"

Sign "MM 80. 5"

146.9

5'

+70.3

2

81.59'

+44.7

4I. P. I. P.

L6

L5

L4

L3

L2

L1Field Evid

ence Found

No Description

Or

Per Tax

Map Records

Boundary Lin

e Shown

(N18°4

7'17"W 14

0.6')

(N69°10'18"

E 38

3')

(S85°10'51"E 205.67')

(S04°14'3

2"E 253.14')

PL

PL

PLPLPL

PL

PL

PL

PL

146.9

5'

+70.3

2

81.59'

+44.7

4I. P. I. P.

S

S

(b)

(c)

(a)

(b)

(c)

(a)

(b)

(c)

(a)

(b)

(c)

S

S

S

S

S

S

S S

AH

AI

AJ

AK

AL

AM AN

AO

AP

AQ

Wires (3)

Guy

PP #3

PP No#

Wire

Guy

WV

PP #638

Guy Wire

WV (2)SCO

PP #5

PP #4

LP #635-4

71

LP #635-B3-446

LP #635-B

3-4

49

PP #638-139

LP #638-B

3-4

43

PP

No# w/

Meter

Guy

Wire (3)

LP

LP #638-140-6

5Guy

Wire

LP

FHWV

LP #635-B

3-4

47

PP #U

TS 8

PP No#

T

Elec. Meter

WM (2)

TC

WM (2)

LP #635-B

3-4

48

WV (2)

WV

WVWires (3)

Guy

PP #3

PP No#

Wire

Guy

PP #638

Guy Wire

PP #5

PP #4

LP #635-4

71

LP #635-B3-446

LP #635-B

3-4

49

PP #638-139

LP #638-B

3-4

43

PP

No# w/

Meter

Guy

Wire (3)

LP

LP #638-140-6

5Guy

Wire

LP

FH

LP #63

5-B

3-447

PP #U

TS 8

PP No#

ST

A. 107+2

5

L

1

EXIST. R/W

TIE TO EXIST. PAVEMENT

PROP. 10' PAVED SHOULDER

12'

L

I-81 SBL

I-81 NBL

E. LEE HWY.

SURVEY TRAVERSE LINE

CONNECT TO EXIST. GUARDRAIL

ST'D. MB-3 REQ'D.

REMOVE EXIST. GUARDRAIL

ST

A. 103

+50

EXIST. R/W

BEGIN CONSTRUCTIONBEGIN PROJECT 0077-098-754, PE101, C501

STA. 102+00.00 I-77/I-8

1 CONSTR. B

I-77/I-81 CONSTR. B

S&B ST'D BPB-3 SERIES REQ'D.MOD. ST'D. RW-3 AND

BE

GIN

ME

DIA

N

BA

RRIE

R

ST'D. M

B-3

EN

D

GU

AR

DR

AIL S

T'D. G

R-2

CO

NC

RE

TE

PA

RAP

ET

AN

D

S&

B

ST'D. B

PB-3

SE

RIE

SB

EGIN

RE

TAININ

G

WA

LL

MO

D. S

T'D. R

W-3

EN

D

ME

DIA

N

BA

RRIE

R

ST'D. M

B-3

ST'D. GR-FOA-4 REQ'D.

PO

T10

0+0

0.0

0

101

102

PC10

2+4

2.5

8

103

104 10

5 106 10

7 108

109

PT10

9+9

1.93

110 111

ST'D. GR-2 REQ'D.

Instrument # 20110001786

Tax Map# 44-51A

GO-GO, LLC

AGNES C. DAVIS

D. B. 275 Pg. 361

Tax Map# 44-5

E

AGNES C. DAVIS

D. B. 275 Pg. 361

Tax Map# 44-51

CF

C

CF

C

RW-3 AUGER LOCATION

RW-3 SOUNDING LOCATION

RW1-01

RW1-S1

RW1-01

RW1-02

RW1-03

RW1-04

RW1-05

RW1-06

RW1-S1

Matc

h Lin

e Sta. 112

+00 I-81

Const. B

See Sheet 3

L

Matc

h Lin

e Sta. 124+0

0 I-81

Const. B

See Sheet 5

L

4

4

REFERENCES



PI = 123+44.02

T = 432.17'

L = 862.57'

R = 5,500.00'

119+11.85PC =

PT = 127+74.42

2

LEGEND





C


DESIGN SPEED =

EMAX =4.3%

70 MPH

Lr = 136'

Lt = 64'




RW-3 Details


Mainline Profile

8(04)

2C

2B(1)-2B(5)

1F(11)1F(3),

4A

Curve MAINLINE2

I-81I-77/





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


m103320004.dgn


m103320004.dgn

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.







0

SCALE

50' 100'0077-098-754

PE-101, C-501

0077-098-754

S

(a)

(b)

(c)

S

S

AR

AS

PP #638-4

61

PP

No#

LP

LP

LP

Guy

Wire (2)

Guy

Wire (2)

Vault

Water

Guy

Wire (2)

PP #638-2

18

LP

PP #638-4

5

PP #63

8-46

PP #638-146

PP #638-147

PP #638-2

71

Guy

Wire

Guy

Wire

PP

No#

PP #638-2

73

No #

Camera

Traffic

VDOT

Guy Wire (2)

AT

(a)

(b)

(c)S

MH

Marker

MH

Marker

W

T

Guy Wire

WM

H

Tel. P

ed.

No #

EOI

TC

(QLC)

(QLC)

WM

WV (3)

EOI

Traf. HH

(Unable

To Loca

te Line)

Gas Meter

PP #638-4

61

PP

No#

LP

LP

LP

Guy

Wire (2)

Guy

Wire (2)

Vault

Water

Guy

Wire (2)

PP #638-2

18

LP

PP #638-4

5

PP #63

8-46

PP #638-146

PP #638-147

PP #638-2

71

Guy

Wire

Guy

Wire

PP

No#

PP #638-2

73

Guy Wire (2)

LP

Camera No #

VDOT Traffic

Inv. O

ut = 2043.60

Inv. In

= 2045.11

In Pl. 12" C

MP

(a)

(b)

(c)

(d)

(a)

(b)

(c)

(d)

Inv. = 2

049.25

In Pl. 18

" Conc. Pip

e

In Pl. E

ndwall

Inv. = 2

043.23

In Pl. 12" Plastic Pipe

Inv. O

ut = 2040.13

In Pl. 18" Conc. Pipe

Inv. In

= 2040.54

Rim = 2044.25

In Pl. DI

(a)

(b)(c)

Inv.

Out = 2

026.6

2

Inv. In =

2028.7

6

In Pl. 6' x 6'

Box

Culvert

AI

AJ

AK

ALAM

AN

AO

BO

BP

BQ

BT

BU

Sign

Bush

BrushGuardrail

Sign

BrushBrush BrushBrush

Brush

Brush

10" Pin

e

12"

Bla

ck

Waln

ut

14" Pin

e

4"

Cedar

6' CLF

Asphalt Shoulder

Asphalt

Asphalt ShoulderAsphalt Shoulder

Asphalt

Asphalt Shoulder

Retaining Jersey Wall

Pasture

Scattered Trees, Bushes & Brush

Bush

Asphalt

6' CLF

#2866

1 St. Metal Bldg.

3' CLF

6' CLF

12" Locust

12" Locust

8"

Cedar

Sign

Sign

Gravel

8"

Cedar

10" Locust

24"

Willo

w

Guardrail

Bush

Sig

n

BrushBrush

12" Black Walnut

Bush

8" Cedar

4"

Cedar

4" Hardwood

Asphalt

3'

CLF

Retainin

g

Wall

Brush

Ditch

Conc.

Riprap

Asphalt

Shrubs

Shrubs

Shrubs Shrubs

Shrubs

Shrubs

6" Maple2.0' C&G

2.0' C&G

2.0' C&G

2.0' C&G

2.0'

C&

G

2.0' C&G

2.0' C&GBollards

Boulder

Bould

er

Rock Rock

Bollard Conc.

Conc.

Conc.

Conc.

Bould

ers

Sign

Boulder

Riprap

Jersey Barrier

36" Elm

36" Elm

Riprap

Bould

er

Bould

er

Riprap

Riprap

Sig

n

Sig

n

Sign

Sig

n

Retaining Wall

Boulder

Riprap

Riprap

GuardrailSign

Guardrail

Sign

Riprap

Jersey Barrier

I-81 NBL

I-81 SBL

Scattered Trees, Bushes & Brush

Brush

Brush

150

155

=

02°4

3'3

2"

Rt.

PI 15

5+0

6.2

4

8"

Cedar

East Lee Highway

Riprap

Inv. Out = 2030.91

In Pl. 18" CMP

Inv. In = 2036.06

In Pl. 18" CPP

In Pl. Endwall

Inv.

Out = 2

032.2

2

Inv. In =

2034.0

6

In Pl. 18"

CM

P

Inv. =

2037.7

0

Location

Of

Upstr

ea

m

Pip

e

Unable To Deter

min

e

In Pl. 2

4"

Conc. Pip

e

4' Woven Wire

4' Woven Wire

115.8

2'

+97.6

3

Existing R/

W Project 0

081-098-101,R

W202

89.8

0'

95.5

5'

+67.7

0

I. P.

0081-098-101,RW204

Existing R/W Project

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

4'

Woven

Wire Fence

4'

Woven

Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

(a)

(b)

Box

Culvert

Note: Pip

e Is East

Of

Inv.

Out (b) =

2025.5

7

Inv. In (a) =

2026.0

5

In Pl. 9

6"

Conc. Pip

e

In Pl. E

nd

wall

(c)

(d)

Inv.

Out (d) =

2025.8

6 (C

alc.)

Inv. In (c) =

2025.9

7 (C

alc.)

Sedim

ent

&

Rock

Str

ucture is Full Of

In Pl. 8' x 8'

Box

Culvert

Wet Area

1

Sign "MM 80. 7"

Sign "MM 80. 6"

89.8

0'

I. P.

N00°5

6'0

1"W

L11

L13

L12

I. P.

69.8

4'

+30.5

5

(N00°3

7'3

0"E 330.0

5')

(N89°21'10"E 160')

(S00°3

8'3

0"E 250')

(N00°3

8'3

0"W 284.2')

(S87°40'01"E 345.37')

(S86°24'18"E 153.47')

PL

PL

PL

PL

PL

PL

PL

89.8

0'

I. P.

Outfall#1

4-1

4-4

4-2

4-5

4-7

4-34-6

ST

A. 114

+75

12'


2

12'

L

EXIST. R/W

EXIST. R/W

E. LEE HWY.

I-81 SBL

I-81 NBL


REMOVE EXIST. GUARDRAILI-77/I-81 CONSTR. B

CONCRETE PARAPETAND S&B ST'D. BPB-3 SERIESMOD. ST'D. RW-3 REQ'D.

BE

GIN

ME

DIA

N

BA

RRIE

R

ST

D. M

B-3

CO

NC

RE

TE

PA

RAP

ET

AN

D

S&

B

ST'D. B

PB-3

SE

RIE

S

EN

D

RE

TAININ

G

WA

LL

MO

D. S

T'D. R

W-3

ST'D. MB-3 REQ'D.

ST'D. GR-FOA-4 REQ'D.

END STA. 115+33BEGIN STA. 114+75ST'D. MC-3 REQ'D.

113

114

115

116

117

118

119

PC119+11.85

120

121

122

123

Instrument # 20050005275Tax Map# 44-52B

SPEEDCO, INC.

D. B. 277 Pg. 270Tax Map# 44-52C

JOSEPH E. DAVIS

JOSEPH E. DAVIS

D. B. 277 Pg. 270Tax Map# 44-52

FCF C

FC

FC

AUGER LOCATION

RW-3 AUGER LOCATION

CONSTRUCTED FOR WALL NOT TO BE AUGER LOCATION DRILLED

BH-01

BH-01BH-02

RW1-11

RW1-10

RW1-09

RW1-08RW1-07RW1-06

RW1-06

RW2-01

RW2-01

RW2-02

RW2-03

Matc

h Lin

e Sta. 124+0

0 I-81

Const. B

See Sheet 4

L

Matc

h Lin

e Sta. 136+0

0 I-81

Const. B

See Sheet 6

L

5

5

REFERENCES



PI = 123+44.02

T = 432.17'

L = 862.57'

R = 5,500.00'

119+11.85PC =

PT = 127+74.42

2

PI = 140+25.27

T = 900.91'

L = 1,778.32'

R = 4,500.00'

131+24.36PC =

PCC =149+02.68

3

LEGEND





C


DESIGN SPEED =

EMAX =4.3%

75 MPH

DESIGN SPEED =

EMAX =5.1%

75 MPH

Lr = 136'

Lr = 162'

Lt = 64'

Lt = 64'





Mainline Profile

8(05)

2C

1F(12)1F(4),

5A

Curve MAINLINE

Curve MAINLINE3

(a)

(b)

(c)In

v.

Out (d) =

2016.8

2

Inv.

Out (c) =

2017.0

0

Inv. In (b) =

2018.4

5

Inv. In (a) =

2018.5

2

In Pl. D

bl. 6' x 6' Box

Culvert

(a)(b)

(c)

(d)

Inv.

Out = 2

017.2

4

Inv. In =

2018.5

0

In Pl. 7

2" Conc. Pip

e

Inv.

Out = 2

030.6

4

Inv. In =

2031.73

In Pl. 15" C

MP

AP

AQ

AR

AS

AT

Gravel

Guardrail

Guardrail

Asphalt Shoulder

Asphalt

Asphalt ShoulderAsphalt Shoulder

Asphalt

Asphalt Shoulder

Asphalt

Asphalt

Guardrail

Jersey Barrier

I-81 NBL

I-81 SBL

Sign

Overhead Sig

n

Brush

Mixed Hardwoods

Conc. Ditch Conc. DitchConc. Ditch

Mixed Hardwoods, Cedars, & Brush

24" Oak

Scattered Trees & Bushes

Sapling

Sapling

SaplingSapling

4" Cedar

4" Cedar

15" Cedar

Bush

Bush

Mixed

Hardwoo

ds &

Brush

Gate Post (2)

&

Cedars

Mix

ed

Hard

woods

Sig

n

Billb

oard

Old

Wood

Soil/Gravel

Mixed Hardwoods

Hard

woods

Small

Sign

Soil/Grav

el

N 88° 14' 00" E

160

165

& Cedars

Mixed Hardwoods

Mixed Trees & Brush

Mixed Trees & Brush

Mixed Trees & Br

ush

In Pl. E

nd

wall

Inv.

Out = 2

022.2

7

Inv. In =

2026.3

5

In Pl. 2

4" C

MP

In Pl. E

nd

wall

In Pl. E

nd

wall

Inv.

Out = 2

035.7

0

Inv. In =

2038.17

In Pl. 15" CP

P

(d)

Inv.

Outf

all = 2

014.5

0In

v.

Out

= 2015.15

In Pl. 2

4" C

MP

Rim

= 2018.0

9In Pl. DI

128.8

7'

+84.2

2

129.6

2'

+82.7

0

207.3

4'

+78.3

2

167.15'

+76.7

3

143.11'

+74.4

5

161.43'

+30.0

3

281.23'

+68.19

0081-098-101,RW202

Existing R/W Project

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

Gravel

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4'

Woven

Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4'

Wood Fence

4' Woven Wire Fence

Sign "MM 80. 8"

Sign "MM 80. 9"

I. P.

160.8

3'

+01.80

(N83°42'12"E 327.31')

(S74°19'07"E 98.69')

(S00°0

4'0

3"W 207.6

6')

PL

PL

PL

PL

PL

Inv.

Out = 2

024.5

0

In Pl. 18" P

VC Pip

e

Inv. In =

2024.4

7

Rim

= 2029.5

3

In Pl. S

MH

(a)

(b)

(c)

Not

Found

Downstrea

m

Str

ucture

Inv.

Out = 2

013.9

8

In Pl. 18" P

VC Pip

e

Inv. In =

2014.0

1

Rim

= 2028.15

In Pl. S

MH

Inv.

Out = 2

029.0

7

In Pl. 8

" P

VC Pip

e

Inv. In =

2029.0

9

In Pl. 8

" P

VC Pip

e

Rim

= 2039.8

7

In Pl. S

MH

Inv.

Out = 2

027.2

3

In Pl. 8

" P

VC Pip

e

Inv. In =

2027.2

5

Rim

= 2035.8

9

In Pl. S

MH

S

S

S

S

S

S

PP #638-148

Guy Wire

PP #638-149

PP

No #

PP #12

PP #13

PP

No # w/

Meter

PP #638

D-151

PP #638C-150

Guy Wire

FH

Guy

Wire

Tel. P

ed.

F.O.

Witness Post

PP

No #

PP #14

Guy Wire

Tel. Witness Post

PP #638-4

1

PP #U

T 15

Inv.

Out (c) =

2024.7

1

In Pl. 18" P

VC Pip

e

Inv. In (b) =

2024.6

7

Not

Found

Previo

us Str

ucture

In Pl. 8

" P

VC Pip

e

Inv. In (a) =

2023.7

4

Rim

= 2030.17

In Pl. S

MH

S

T

MH

Marker

WV

Guy

Wire

PP #638-148

Guy Wire

PP #638-149

PP

No #

PP #12

PP #13

PP

No # w/

Meter

PP #638

D-151

PP #638C-150

Guy Wire

FH

Guy

Wire

Tel. P

ed.

F.O.

Witness Post

PP

No #

PP #14

Guy Wire

Tel. Witness Post

PP #638-4

1

PP #U

T 15

T

I-81I-77/





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


m103320005.dgn


m103320005.dgn

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.







0

SCALE

50' 100'0077-098-754

PE-101, C-501

0077-098-754

5-1

5-4

5-2 5-3

5-5

ST

A. 132

+00

2

3L

12'


EXIST. R/W

EXIST. R/W

ST'D. MB-3 REQ'D.


REMOVE EXIST. GUARDRAIL

I-81 SBL

I-81 NBL

E. LEE HWY.

BE

GIN

GU

AR

DR

AIL S

T'D. G

R-2

EN

D

ME

DIA

N

BA

RRIE

R

ST'D. M

B-3

I-77/I-81 CONSTR. B

END STA. 134+80ST'D. MC-3 REQ'D.

ST'D. MC-3 REQ'D.BEGIN STA. 125+00

125

126

127

PT12

7+7

4.4

2

128

129

130

131

PC13

1+24.3

6

132

133

134 135

ST'D. GR-2 REQ'D.

ALEXANDER M. DAVIS

D. B. 389 Pg. 510Tax Map# 44-53

11. 0433 Ac.

P. B. 11, PG. 81


Tax Map# 44-8-1

5. 0006 Ac.

P. B. 11, PG. 81


Tax Map# 44-0-49B

8. 0207 Ac.

P. B. 11, PG. 81


Tax Map# 44-8-3

NAOMI N. HART

HAROLD D. HART &CHRISTOPHER W. DISIBBIO

NAOMI N. HART

HAROLD D. HART &

JOSEPH E. DAVIS

D. B. 277 Pg. 270Tax Map# 44-52C

JOSEPH E. DAVIS

D. B. 277 Pg. 270Tax Map# 44-52

F C FC

F

F

CONSTRUCTED FOR WALL NOT TO BE AUGER LOCATION DRILLED

AUGER LOCATION

BH-03BH-04

BH-05

RW2-03

RW2-03

RW2-04

RW2-05

RW2-06

RW2-07

BH-03

Matc

h Lin

e Sta. 136+0

0 I-81

Const. B

See Sheet 5

L

Matc

h Lin

e Sta. 14

8+0

0 I-8

1 Const. B

See Sheet 7

L

6

6

REFERENCES



PI = 140+25.27

T = 900.91'

L = 1,778.32'

R = 4,500.00'

PC =

PCC =

131+24.36

149+02.68

3

LEGEND





C


DESIGN SPEED =

EMAX =5.1%

75 MPH

Lr = 162'

Lt = 64'





Mainline Profile

8(06)

2C

1F(13)1F(5),

6A

Curve MAINLINE3

(a)

(b)

(d)

(c)

(a)

(b)

(c)

(a)

(b)

(c)

(a)

(b)

(c)

(a)(b)(c)(d)

(e)(f)(g)(h)

Inv. Out = 2031.40

In Pl. 24" CMP

Inv. In = 2031.67

Rim = 2034.00

In Pl. DI

(a)(b)

Inv. = 2

036.2

4

In Pl. 18" C

MP

In Pl. E

nd

wall

AU

AV

AW

AX

AY

AZ

BA

BB

Conc. Ditch

8" Cedar

Brush

Brush

Brush

Sapling

Brush

Sapling

Brush

Asphalt

Mixed Hardwoods & Brush

Asphalt

Guardrail

Guardrail

Post Post

4" Oak

6" Oak

12" Oak

Brush

Mixed Trees & Brush

6" Oak

6" Oak

8" Oak8" Oak

10" Oak10" Oak

10" Oak

10" Oak

Guardrail

Mixed Hardwoods

Mixed Hardwoods

Conc. Ditch

Conc. Ditch

Conc. Ditch

Sign

8" Oak

Asphalt Shoulder

AsphaltAsphalt Shoulder

Asphalt

Brus

hBr

ush

& Trees

Guardrail

Guardrail

4" Oak

Asphalt Shoulder

Asphalt Shoulder

Asphalt

Asphalt

Jersey Barrier

Asphalt Shoulder

Asphalt Shoulder

Guardrail 4" CedarBush

8" Cedar

Brush8" Locust

8" Locust

Twin 10" Cedar

Mixed Pines & Hardwoods Brush

I-81 NBL

I-81 SBL

Sign

Sign

Sto

ne Historical

Marker

4" Pear

Bushes

Guardrail

Guardrail

8" Oak

Mixed Hardwoods & Cedars

6" Cedar

170

175

180

Quad

Box

Culvert

Blind

Connection To

Inv.

Out Is

Inv. =

2013.5

8

In Pl. 15" C

MP

FE

S

Quad B

ox C

ulvert

Blin

d Co

nnection T

o

Inv. Out Is

Inv. = 2

014.17

In Pl. 15" C

MP FES

Existing R/W Project 0081-098-101,RW202


4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence4' Woven Wire Fence

Conc. D

itch

Sign "MM 81. 0"

Sign "MM 33"

Sign "MM 81. 2"

20" Cherry

Sign "MM 81. 1"

(S04°3

7'W 948.5')

(S04°3

7'W 948.5')

PL

S

S

S

PP #638-19

PP #5

PP No #

PP #638-C-2

1

Guy

Wire

PP #638-2

2

PP #638-2

3

(a)

(b)

(c)

(a)

(b) (c)

PP #638-2

0

FH

WV

Guy

Wire

Guy Wire

WM

EOI

PP #638-19

PP #5

PP No #

PP #638-C-2

1

Guy

Wire

PP #638-2

2

PP #638-2

3

PP #638-2

0

FHWV

Guy

Wire

I-81I-77/





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


m103320006.dgn


m103320006.dgn

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.







0

SCALE

50' 100'0077-098-754

PE-101, C-501

0077-098-754

6-1

To B

e Clea

ned Out

ST

A. 137+0

0

3L

12'

12'



I-81 NBL

I-81 SBL

E. LEE HWY.

EXIST. R/W

EXIST. R/W

I-81 SB / I-77 NB RAMP

EN

D

GR

UA

DR

AIL S

T'D. G

R-2

I-77/I-81 CONSTR. B

GR-9 REQ'D.ST'D. GUARDRAIL TERMINAL

137

138

139

140

141

142

143

144 145 146 14

7

ST'D. GR-2 REQ'D.

AGNES C. DAVIS

D. B. 275 Pg. 361

Tax Map# 44-54ALEXANDER M. DAVIS

D. B. 389 Pg. 510

Tax Map# 44-53

FC F C FC

FF

CF

AUGER LOCATIONBH-05

BH-05

BH-06 BH-07

BH-08

BH-09

Matc

h Lin

e Sta. 148+0

0 I-81

Const. B

See Sheet 6

L

7

7

REFERENCES



PI = 150+69.87

T = 167.20'

L = 334.34'

R = 7,700.00'

PCC =

PT =152+37.02

149+02.68

4

PI = 140+25.27

T = 900.91'

L = 1,778.32'

R = 4,500.00'

131+24.36PC =

PCC =149+02.68

3

PI = 167+21.32

R = 1,430.00'

157+95.08PC =

PCC =174+38.93

5

LEGEND





C


DESIGN SPEED =

EMAX =5.1%

75 MPH DESIGN SPEED =

EMAX =3.1%

75 MPH DESIGN SPEED =

EMAX =

60 MPH

Lr = 162'

Lt = 64'





Mainline Profile

8(07)

2C

1F(14)1F(6),

7A

Matc

h Lin

e Sta. 160+0

0 I-81

Const. B

See Sheet 7

BL

Curve MAINLINE3 Curve MAINLINE4 Curve MAINLINE5

Lt = 64'

Lr = 98'

T = 926.25'

L = 1,643.85'

EXIST. VARIES

Inv.

Out

= 2076.7

1In

v. In =

2078.3

2In Pl. 2

4"

CM

PIn Pl. E

nd

wall

Sig

n

Sig

n

Sign


Small Hardwoods

Conc. Ditch

Conc. Ditch


Asphalt Shoulder

Asphalt Shoulder

Asphalt

8" Cedar

6" Locust

6" Locust

8" Cedar

8" Cedar

8" Cedar

8" Cedar

8" Cedar

8" Cedar

6" Locust

6" Locust

6" Locust

6" Locust

10" Locust

8" Locust

8" Locust

12" Locust

12" Locust

Brush

Brush

Brush

Dead Tree

Dead Tree

Brush

Brush

Gate Posts

Gravel

Asphalt

Conc. Ditch

6" Oak8" Oak

8" Oak

8" Oak

Mixed Hardwoods

15" Pine

18" Oak

18" Oak

Sapling

Sapling 21" Oak

24" Oak

Mixed Hardwoods

Brush

Brush

6" Oak

Scattered Hardwoods & Brush

Bush

Brush

Brush

Brush

Conc. Ditch

Str

ucture

Location of Downstrea

m

Unable to Determine

Inv. = 2

040.5

5

In Pl. 18" C

MP

In Pl. E

nd

wall

Inv. Out = 2066.34

In Pl. 18" CMP

Rim = 2069.19

In Pl. DI

724.95'

+01.71

790.5

6'

+35.5

1

905.95'

+02.63 10

55.94'

+69.3

9

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.

R/

W

Mon.


4' Woven Wire Fence

4' Woven Wire Fence

4' Woven Wire Fence

8" Maple Exit 8

0"

"Attractions

Sig

n

PP #638-2

4Guy

Wire (3)

Tel. P

ed.

No #

FH

Tel. Ped. No #

PP #638-6

5

Guy

Wire (4)

PP

No #

PP #638

PP #638-2

7

Guy

Wire

Guy

Wire

Guy

Wire

Guy Wire

T

T

AE

P 502 14

20

PP #638-2

4Guy

Wire (2)

Tel. P

ed.

No #

FH

PP #638-6

5

Guy

Wire (4)

PP #638-2

7

Guy

Wire

Guy

Wire

Guy

Wire

T

T

PP

No#

Tel. Ped. #WO44 4

PP #638-2

6

PP #638-2

5

Guy

Wire

WV

I-81I-77/





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


m103320007.dgn


m103320007.dgn

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.







0

SCALE

50' 100'0077-098-754

PE-101, C-501

0077-098-754

7-1L

3 4

5


E. LEE HWY.

EXIST. R/W

EXIST. R/W

I-81 SB / I-77 NB RAMP

I-77/I-81 CONSTR. B

149

PC

C14

9+0

2.6

8

150

151

152

PT15

2+3

7.0

2

153

154

155

156

157

PC15

7+9

5.0

815

8

159

D. B. 275 Pg. 361

Tax Map# 44-54

AGNES C. DAVIS

F

F C FCF

AUGER LOCATIONBH-09

BH-09BH-10

BH-12

BH-11

BH-13 BH-14

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