INDEX OF SHEETS

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

LAYOUT

EQUALITIES IN STATIONING

SCALE 1 INCH = FEET

RIGHT-OF-WAY

INITIAL DATE

CONSTRUCTION

INITIAL DATE

NPDES PERMIT INFORMATION

NPDES Disturbed

Area = Acre(s)

Approximate Location of Roadway is

provided by: Hydraulic and NPDES Design

FOR CONSTRUCTION :

DATE

SHEET TOTAL

SHEETSNO.

MILES

MILES

MILES

MILES

MILES

South Carolina Department of Transportation

std_form11.dgn

RPG - PROGRAM MANAGER

RPG - DESIGN MANAGER

Begin

End

RPG - ROAD

RPG - HYDROLOGY

RPG - STRUCTURES

RPG - GEOTECHNICAL

PRECONSTRUCTION SUPPORT - ROAD

PRECONSTRUCTION SUPPORT - STRUCTURES

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

ENGINEER OF RECORD

Latitude

Longitude

Latitude

Longitude

FORPROPOSED PLANS

SCDOT Regional Production Group Designs may be obtained from the

Approved for Right Of Way Acquisition:

Date

EXCEPT AS MAY OTHERWISE BE SPECIFIED ON THE PLANS OR IN THE SPECIAL

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM TO THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2007 EDITION) AND THE STANDARD

DRAWINGS FOR ROAD CONSTRUCTION IN EFFECT AT THE TIME OF LETTING.

NOTE:

%

ADT

ADT

TRUCKS

TRAFFIC DATA

YES / NO

RAILROAD INVOLVEMENT?

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS

YES

YES

YES

YES

USCG

NO

NO

NO

NO

USACESC N/A

CHESTERFIELD COUNTY

PROJECT 031930-04

ROAD: CLAY COMMONS

1

NONE

50

CHESTERFIELD COUNTY

0.055

0.000

0.055

0.000

0.055

Consulting Engineers

CONSULTING ENGINEERING FIRM

COLUMBIA SC. 29204

3600 FOREST DRIVE, SUITE 102

803-626-1745

34° 44' 14.52"

34° 44' 14.52"

80° 05' 58.87"

80° 05' 56.88"

-N-

SITE AREA

0.21

INDEX OF SHEETS

SHEET NO. DESCRIPTION SUB. TOTAL

1 TITLE SHEET 1

2 SUMMARY OF ESTIMATED QUANTITIES

3 TYPICAL SECTION SHEET

4 R/W DATA SHEET

5 REFERENCE DATA SHEET

6 ROADWAY PLAN SHEET

ROADWAY PROFILE SHEET6A

EC1 EROSION CONTROL SHEET

X1-X7 CROSS SECTION SHEETS

1

1

1

1

1

1

1

7

TOTAL 15

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

LAYOUT

EQUALITIES IN STATIONING

SCALE 1 INCH = FEET

RIGHT-OF-WAY

INITIAL DATE

CONSTRUCTION

INITIAL DATE

NPDES PERMIT INFORMATION

NPDES Disturbed

Area = Acre(s)

Approximate Location of Roadway is

provided by: Hydraulic and NPDES Design

FOR CONSTRUCTION :

DATE

SHEET TOTAL

SHEETSNO.

MILES

MILES

MILES

MILES

MILES

South Carolina Department of Transportation

std_form11.dgn

RPG - PROGRAM MANAGER

RPG - DESIGN MANAGER

Begin

End

RPG - ROAD

RPG - HYDROLOGY

RPG - STRUCTURES

RPG - GEOTECHNICAL

PRECONSTRUCTION SUPPORT - ROAD

PRECONSTRUCTION SUPPORT - STRUCTURES

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

ENGINEER OF RECORD

Latitude

Longitude

Latitude

Longitude

FORPROPOSED PLANS

SCDOT Regional Production Group Designs may be obtained from the

Approved for Right Of Way Acquisition:

Date

EXCEPT AS MAY OTHERWISE BE SPECIFIED ON THE PLANS OR IN THE SPECIAL

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM TO THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2007 EDITION) AND THE STANDARD

DRAWINGS FOR ROAD CONSTRUCTION IN EFFECT AT THE TIME OF LETTING.

NOTE:

%

ADT

ADT

TRUCKS

TRAFFIC DATA

YES / NO

RAILROAD INVOLVEMENT?

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS

YES

YES

YES

YES

USCG

NO

NO

NO

NO

USACESC N/A

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

STD_FORM2.DGN

DIV.

QUANTITYUNITPAYPAY ITEM

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

SUMMARY OF ESTIMATED QUANTITIES

ITEM NO.UNITPAY

QUANTITYPAY ITEMITEM NO.

SHEETNO.NO.

COUNTYSTATEFED. RD.

NO.

3 S.C.

PROJECT ID

MOBILIZATION

CLEARING AND GRUBBING WITHIN RIGHT OF WAY

UNCLASSIFIED EXCAVATION

FINE GRADING

SELECT MATERIALS FOR SHOULDERS

MACADAM BASE COURSE (3" UNIFORM)

H/M ASPH. SURFACE COURSE TYPE C

PERMANENT CONSTRUCTION SIGNS

24" STOP BARS

PERMANENT VEGETATION

SILT FENCE

1031000

2011000

2031000

2081001

2091100

3052000

4030340

6051120

609135E

8100001

8153000

1.000

1.000

275.000

1110.000

10.000

160.000

80.000

9.000

9.000

400.000

LS

LS

CY

CY

SY

TON

TON

EACH

LF

LF

1.000 MSY

CHESTERFIELD 031930-04

RD.

2

CLAY COMMONS

TEMPORARY VEGETATION8103100 1.000 MSY

8041020

8042800

RIP-RAP (CLASS B)

GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP (CLASS 2) TYPE C

3.000

10.000 SY

TON

L

2.0% 2.0%

6'

6"

6"

12:1

2.0%

EXIST. GROUND

EXIST. GROUND

25'25'

C

R/

W

R/

W

4' 9' 9' 4'

ELEV. = 294.5'

1:1 1:1

2:1

1 HOT MIX ASPHALT SURFACE COURSE TYPE C (175 PSY)

2 MACADAM BASE COURSE 6" (UNIFORM)

FROM STA. 10+10.63 TO STA.13+00.00

USE THIS TYPICAL ON CLAY COMMONS


CLAY COMMONS

2.0'

NTS

423 467 8401

865 546 5800

606 248 6600

Tri-Cities, TN

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509

cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved


Boone, NC

828 355 9933

919 977 9455

704 357 0488

Charlotte, NCRaleigh, NC

South Carolina

Knoxville, TN

Asheville, NC

828 253 2796

COLUMBIA

803-626-1747

*

*FROM STA. 10+17.35 TO STA. 12+75.00

CONSTRUCT 6.0' FLAT BOTTOM DITCH

ROAD DESIGN COLUMBIA, S.C.

SCALE 1"V=

DEPARTMENT OF TRANSPORTATIONSOUTH CAROLINA

MPH FROM STA.

EXCEPTIONS TO DESIGN SPEED

RTE. DESIGN SPEED

COLUMBIA, S.C.

TYPICAL SECTION OF IMPROVEMENT$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$


SCALE 1"H=

TO STA.

RTE./RD.

PAVEMENT DESIGN

TYPICAL SECTION

SHEET

NO.COUNTY

S.C.

STATE

3

DIV. NO.

FED. RD.PROJECT ID

03_Typical.dgn

NO.

ROAD/ROUTE

1

2

3

4

5

6

GOLDIA C. JOHNSON

SARA ELIZABETH P. LEAR

THOMAS LEE &

KATHY B. SHEELER

WILLIAM JASON &

NATASHA G. POPE

BARRY E. &

REBECCA A. DERR

WILLIAM BRYAN &

ASHLEY MARSH HARPER

170-015-006-014

170-015-006-013

170-015-006-015

170-015-006-016

170-015-006-018

170-015-006-017

0.318

0.335

0.578

0.638

0.729

0.807

YES YES

YES

YES YESYES

DB. 467 PG 258

DB. 329 PG 612

DB. 443 PG 335

PG 1168PB C

PB C PG 1168

DB 500 PG 813

DB 448 PG 494

PB C PG 1168

DB 513 PG 906

PB H PG 216


RD

CLAY COMMONS

4

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$


RIGHT-OF-WAY DATA SHEET

REMARKSOUTFALL DITCH

PERMISSION

(YES)

BACRES

B

ACRES

A

OBTAIN

TOTALRIGHTLEFTOUTFALL DITCH

ACRES

TOTAL TRACT

ACRES

TAX MAP

REFERENCE

PROPERTY OWNER

NOTES:A

B

REMARKSTRACT NO.DATE

REVISIONS

REMARKSTRACT NO.DATE

RWDATA3.DGN

NO.

TRACT

LEFT

REMAINDER

RIGHT

REMAINDER

ACQUIRED

DATE

INSTRUMENT

TYPE OF

(YES)

PERMISSION

SLOPE

(YES)

PERMISSION

STRUCTURE

DRAINAGE

(YES)

PERMISSION

CONSTRUCTION

ENTRANCE

(YES)

PERMISSION

CONTROL

EROSION

AND OUTFALL DITCHES.

TOTAL OBTAIN INCLUDES HIGHLAND, MARSH

SHOWN IN ACRES ONLY.

ACRES ONLY. OUTFALL DITCHES WILL BE

RURAL AREAS OBTAINS MAY BE SHOWN IN

IN PARENTHESES UNDER SQUARE FEET. IN

FEET AND ACRES. ACRES WILL BE SHOWN

OBTAINS WILL BE SHOWN IN SQUARE

LESS THAN 0.25 ACRE.

SHOW REMAINDER IN SQUARE FEET WHEN

SHEET

NO.NO.COUNTYSTATE

S.C.

FED. RD.

DIV. NO.

3

PROJECT ID

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1

CP2

CP3

1057782.015 2270673.911 295.99' NAIL

1057843.157 2270293.545 294.43'

1058051.499 2270256.715 293.07'

NAIL

NAIL

Beginning chain CLAY description

Point 18 N 1,057,839.4809 E 2,270,357.8489 Sta 10+00.00

Course from 18 to 19 S 78° 39' 27.01" E Dist 306.4289

Point 19 N 1,057,779.2144 E 2,270,658.2930 Sta 13+06.43

Ending chain CLAY description

SURVEY CONTROL POINTS

ALIGNMENT

$$$date$$$$

$$$$$$path$$$$$$$$filename$$$$$$$$$$user$$

COLUMBIA, S.C.DEPARTMENT OF TRANSPORTATION

SOUTH CAROLINA

05_Reference_Data_Sheet

NO.

SHEETPROJECT ID

NO.COUNTYSTATE

DIV. NO.

FED. RD.

S.C.3

REFERENCE DATA

CHESTERFIELD 031930.04

RD

CLAY COMMONS

5A

423 467 8401

865 546 5800

606 248 6600

Tri-Cities, TN

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509



Boone, NC

828 355 9933

919 977 9455

704 357 0488


South Carolina

Knoxville, TN

Asheville, NC

828 253 2796

COLUMBIA

803-626-1747

$$$date$$$$

$$$$$$path$$$$$$$$filename$$$$$$$$$$user$$

NO.

SHEETPROJECT ID

NO.COUNTYSTATE

DIV. NO.

FED. RD.

S.C.3

06_Plan_Profile_Sheet_50

CHESTERFIELD 6

RD

10+00 11+00 12+00 13+00250

260

270

280

290

300

250

260

270

280

290

300

VPI = 10+25.00

Elev. = 296.90

(+) 5.1

1%

10' V.C.

VPI = 10+75.00Elev. = 297.77

(+) 1.74% (+) 0.88%

20' V.C.

VPI = 11+49.01Elev. = 298.42

70' V.C.

VPI = 12+00.00Elev. = 298.09

(-) 0.65%

30' V.C.

VPI = 12+50.00Elev. = 296.98

(-) 2.22% (+) 1.40%

VPI = 12+75.00Elev. = 297.33

(+) 0.48%

296.8

6

297.3

3

297.7

5

297.9

9

298.2

0

298.2

9

298.2

4

298.0

3

297.5

3

296.9

8

297.3

3

297.4

5

296.1

3 +10.6

3296.6

4 V

PC +20.0

0

296.9

9 V

PT +30.0

0

297.6

0 V

PC +65.0

0

297.8

6 V

PT +85.0

0

298.1

1 V

PC +14.0

1

298.1

9 P

CC +84.0

1298.1

9 V

PT +85.0

0

297.7

6 V

PT +15.0

0

DED. R/W

DED. R/W

DED. R/W

423 467 8401

865 546 5800

606 248 6600

Tri-Cities, TN

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509



Boone, NC

828 355 9933

919 977 9455

704 357 0488


South Carolina

Knoxville, TN

Asheville, NC

828 253 2796

COLUMBIA

803-626-1747

CLAY COMMONS

STA. 10+10.63 BEGINCLAY COMMONS

STA. 13+00.00 END

15'R

S

JB

S

IP 1"

PIPE

18"OAK

24"OAK

24"OAK

30"PINE

24"PINE

18"PINE

12"OAK

36"PINE

18"PINE

ED

GE

OF P

AV

EM

EN

T

ED

GE

OF P

AV

EM

EN

T

ED

GE

OF P

AV

EM

EN

T

TREELIN

ETREELIN

E

DRIVEGRAVEL

DRIVEGRAVEL

DRIVEGRAVEL

DRIVEGRAVEL

REDFEARN ST

CLAY COMMONS

TU

RN

ER R

D

S-13-349

SIG

N

INV:289.92'18" R

CPINV:29

2.65'18" RCP

INV:292.38'15" C

LAY

INV:290.76'15" C

LAY

18" RCP

15"

CL

AY

(30' R/W P

ER R

EF. PL

ATS)

DITCH LINE

10

15'f

23'c

15'f

25'c

15'f

25'c

15'f

24'c

15'f

26'c

15'f

26'c

16'f

26'c

16'f

26'c

14'f

25'c

14'f

21'c

16'f

TU

RN

ER R

D (S-5

91)

30'R

9.0'

9.0'

INFILTRATION DITCH

TID# 170-015-006-015

THOMAS LEE &

KATHY B. SHEELER

DB. 443, PG. 335

PB. C, PG. 116B

TID# 170-015-006-016WILLIAM JASON

&NATASHA G. POPEDB. 500, PG. 813PB. C, PG. 116B

TID# 170-015-006-017WILLIAM BRYAN

&ASHLEY MARSH HARPER

DB. 513, PG. 906PB. H, PG. 216

TID# 170-015-006-018

BARRY E.&

REBECCA A. DERR

DB. 448, PG. 494

PB. C, PG. 116B

TID# 170-015-006-013

SARA ELIZABETH P. LEAR

DB. 329, PG. 612

PB. NONE, PG. NONE

TID# 170-015-006-014GOLDIA C. JOHNSON

DB. 467, PG. 258PB. NONE, PG. NONE

11+00 12+00 13+00280

290

300

280

290

300

296.1

3

VPI = 10+25

Elev. = 296.90

(+) 5.11

% (+) 1.74%

10' V.C.

VPI = 10+75

Elev. = 297.77

(+) 1.74%(+) 0.88%

20' V.C.

VPI = 11+50Elev. = 298.43

(-) 0.68%

70' V.C.

VPI = 12+00

Elev. = 298.09

(-) 0.68%(-) 2.22%

30' V.C.VPI = 12+50

Elev. = 296.98

(-) 2.22% (+) 1.40%

VPI = 12+75

Elev. = 297.33

(+) 0.48%

297.3

3

297.9

9

298.2

9

298.0

3

296.9

8

297.4

5

CLAY COMMONS

STA. 10+10.63 BEGIN

CLAY COMMONS

STA. 13+00.00 END

CHESTERFIELD 031930.04

RD

CLAY COMMONS

6A

296.6

4 V

PC +20

296.9

9 V

PT +30

297.6

0 V

PC +65

297.8

6 V

PT +85

298.1

2 V

PC +15

298.1

9 V

PC

C +85

297.7

6 V

PT +15

423 467 8401

865 546 5800

606 248 6600

Tri-Cities, TN

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509



Boone, NC

828 355 9933

919 977 9455

704 357 0488


South Carolina

Knoxville, TN

Asheville, NC

828 253 2796

COLUMBIA

803-626-1747

INFILTRATION DITCH PROFILE

BOTTOM OF DITCH ELEVATION = 294.5'

STA. 10+25.00 TO STA 12+71.00

FED. ROAD

DIV. NO.STATE COUNTY

NO. NO.

SHEET

NO

TE

BO

OK

PL

AN

NO

.

SU

RV

EY

ED

PL

OT

TE

D

ALIG

NM

EN

T

CH

EC

KE

D

RT. O

F

WA

Y

CH

EC

KE

D

BY

PR

OFIL

E

NO

.

NO

TE

BO

OK

SU

RV

EY

ED

PL

OT

TE

D

GR

AD

ES

CH

EC

KE

D

B.M.'

S

NO

TE

D

ST

RU

CT

UR

E

NO

TA

TIO

NS

CH

EC

KE

D

DA

TE

BY

DA

TE

3 S.C.$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

engpro.dgn

PROJECT ID

CHESTERFIELD

423 467 8401

865 546 5800

606 248 6600

Tri-Cities, TN

Middlesboro, KY

Charleston, SC

843 974 5650

Atlanta, GA

770 627 3509



Boone, NC

828 355 9933

919 977 9455

704 357 0488


South Carolina

Knoxville, TN

Asheville, NC

828 253 2796

COLUMBIA

803-626-1747

15'R

(TYPICAL)

INSTALL SILT FENCE

CONST. LIMIT

CONST. LIMIT

EROSION & SEDIMENT CONTROL PLAN NOTES

TO PREVENT SEDIMENT FROM LEAVING THE PROJECT LIMITES.

PROVIDE SILT FENCE 2.0' FROM ALL TOE OF FILL SLOPES

EC1

RD

CLAY COMMONS

CONTROL SHEET

EROSION AND SEDIMENT

CLAY COMMONS RD.

STA. 10+10.63 BEGIN

CLAY COMMONS RD.

STA. 13+00.00 END

COLUMBIA, S.C.

4

3

2

1

REV. NO. DATE DESCRIPTION OF REVISIONBY

R/W

DATE

DATE

DATE

TOPO.

SCALE 1"= RTE.

-

DEPARTMENT OF TRANSPORTATION

SOUTH CAROLINA

RPG

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

DGN.

SHEET

NO.NO.COUNTYSTATE

S.C.

FED. RD.

DIV. NO.

3

PROJECT ID

PIPEIP 1

"

ED

GE

OF P

AV

EM

EN

T

ED

GE

OF P

AV

EM

EN

T

ED

GE

OF P

AV

EM

EN

T

DRIVEGRAVEL

DRIVEGRAVEL

DRIVEGRAVEL

DRIVEGRAVEL

REDFEARN ST

CLAY COMMONS

TU

RN

ER R

D

S-13-349

(30' R/W P

ER R

EF. PL

ATS)

10

TU

RN

ER R

D (S-5

91)

30'R

9.0'

9.0'

290 290

295 295

300 300

305 305

310 310

315 315

285 285

295 295

300 300

305 305

310 310

315 315

290 29010+25.00

PIN No.

CHESTERFIELD X1

CLAY COMMONS

STA. 10+10.63 BEGIN0 0

5 2

19 7

19 6

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

296.5

1

2.0% 2.0%

296.8

6

294.5'

12:1

1:1

1:1

295 295

300 300

305 305

310 310

315 315

290 290

10+50.00

295 295

300 300

305 305

310 310

315 315

290 290

10+75.00

PIN No.

CHESTERFIELD X2

23 5

23 3

26 2

22 5

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

296.9

3

2.0% 2.0%

297.3

3294.5'

12:1

1:1 1:1

297.3

6

2.0% 2.0%

297.7

5

294.5'

12:1

1:1 1:1

295 295

300 300

305 305

310 310

315 315

290 290

11+00.00

295 295

300 300

305 305

310 310

315 315

290 290

11+25.00

PIN No.

CHESTERFIELD X3

21 10

23 8

28 8

28 8

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

297.3

6

2.0% 2.0%

297.9

9294.5'

12:1

1:1

1:1

297.8

1

2.0% 2.0%

298.2

0

294.5'

12:1

1:1 1:1

295 295

300 300

305 305

310 310

315 315

320 320

290 290

11+50.00

295 295

300 300

305 305

310 310

315 315

290 290

11+75.00

PIN No.

CHESTERFIELD X4

32 8

28 8

36 10

31 8

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

297.8

5

2.0% 2.0%

298.2

9294.5'

12:1

1:1

1:1

297.7

9

2.0% 2.0%

298.2

4

294.5'

12:1

1:1 1:1

295 295

300 300

305 305

310 310

315 315

290 290

12+00.00

295 295

300 300

305 305

310 310

315 315

290 290

12+25.00

PIN No.

CHESTERFIELD X5

39 6

35 7

37 1

35 3

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

297.7

0

2.0% 2.0%

298.0

3294.5'

12:1

1:1 1:1

297.6

4

2.0% 2.0%

297.5

4

294.5'

12:1

1:1 1:1

295 295

300 300

305 305

310 310

315 315

290 290

12+50.00

295 295

300 300

305 305

310 310

315 315

290 290

12+75.00

PIN No.

CHESTERFIELD X6

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

297.5

4

2.0% 2.0%

296.9

8

12:1

296.80

297.5

0

2.0% 2.0%

297.3

3

5.90%6.80%297.15

295 295

300 300

305 305

310 310

315 315

290 290

13+00.00

PIN No.

CHESTERFIELD X7

CLAY COMMONS

STA. 13+00.00 END

5'

$$$date

$$$$

$$user$$

$$$$$$path$$$$$$$$file

na

me

$$$$$$$$

L

CL 10 20 60 70 80

C 10 20 30

504030

5'

80 70 60 50 40 30 20 10 40 50

80 70 60 50 40 30 20 10

xs_sheet5x5_pe

NO.

SHEET

NO.COUNTY

S.C.

STATEFED. RD.

DIV. NO.

3

PROJECT ID

296.9

2

2.0% 2.0%297.4

8

10:1 30:1

297.27

Documents

INDEX OF SHEETS