INDEX OF SHEETS
Transcript of 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$$
$$$$$$path$$$$$$$$file
na
me
$$$$$$$$
STD_FORM2.DGN
DIV.
QUANTITYUNITPAYPAY ITEM
SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION
SUMMARY OF ESTIMATED QUANTITIES
ITEM NO.UNITPAY
QUANTITYPAY ITEMITEM NO.
SHEETNO.NO.
COUNTYSTATEFED. RD.
NO.
3 S.C.
PROJECT ID
MOBILIZATION
CLEARING AND GRUBBING WITHIN RIGHT OF WAY
UNCLASSIFIED EXCAVATION
FINE GRADING
SELECT MATERIALS FOR SHOULDERS
MACADAM BASE COURSE (3" UNIFORM)
H/M ASPH. SURFACE COURSE TYPE C
PERMANENT CONSTRUCTION SIGNS
24" STOP BARS
PERMANENT VEGETATION
SILT FENCE
1031000
2011000
2031000
2081001
2091100
3052000
4030340
6051120
609135E
8100001
8153000
1.000
1.000
275.000
1110.000
10.000
160.000
80.000
9.000
9.000
400.000
LS
LS
CY
CY
SY
TON
TON
EACH
LF
LF
1.000 MSY
CHESTERFIELD 031930-04
RD.
2
CLAY COMMONS
TEMPORARY VEGETATION8103100 1.000 MSY
8041020
8042800
RIP-RAP (CLASS B)
GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP (CLASS 2) TYPE C
3.000
10.000 SY
TON
L
2.0% 2.0%
6'
6"
6"
12:1
2.0%
EXIST. GROUND
EXIST. GROUND
25'25'
C
R/
W
R/
W
4' 9' 9' 4'
ELEV. = 294.5'
1:1 1:1
2:1
1 HOT MIX ASPHALT SURFACE COURSE TYPE C (175 PSY)
2 MACADAM BASE COURSE 6" (UNIFORM)
FROM STA. 10+10.63 TO STA.13+00.00
USE THIS TYPICAL ON CLAY COMMONS
CHESTERFIELD 031930-04
CLAY COMMONS
2.0'
NTS
423 467 8401
865 546 5800
606 248 6600
Tri-Cities, TN
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
South Carolina
Knoxville, TN
Asheville, NC
828 253 2796
COLUMBIA
803-626-1747
*
*FROM STA. 10+17.35 TO STA. 12+75.00
CONSTRUCT 6.0' FLAT BOTTOM DITCH
ROAD DESIGN COLUMBIA, S.C.
SCALE 1"V=
DEPARTMENT OF TRANSPORTATIONSOUTH CAROLINA
MPH FROM STA.
EXCEPTIONS TO DESIGN SPEED
RTE. DESIGN SPEED
COLUMBIA, S.C.
TYPICAL SECTION OF IMPROVEMENT$$$date
$$$$
$$user$$
$$$$$$path$$$$$$$$file
na
me
$$$$$$$$
SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION
SCALE 1"H=
TO STA.
RTE./RD.
PAVEMENT DESIGN
TYPICAL SECTION
SHEET
NO.COUNTY
S.C.
STATE
3
DIV. NO.
FED. RD.PROJECT ID
03_Typical.dgn
NO.
ROAD/ROUTE
1
2
3
4
5
6
GOLDIA C. JOHNSON
SARA ELIZABETH P. LEAR
THOMAS LEE &
KATHY B. SHEELER
WILLIAM JASON &
NATASHA G. POPE
BARRY E. &
REBECCA A. DERR
WILLIAM BRYAN &
ASHLEY MARSH HARPER
170-015-006-014
170-015-006-013
170-015-006-015
170-015-006-016
170-015-006-018
170-015-006-017
0.318
0.335
0.578
0.638
0.729
0.807
YES YES
YES
YES YESYES
DB. 467 PG 258
DB. 329 PG 612
DB. 443 PG 335
PG 1168PB C
PB C PG 1168
DB 500 PG 813
DB 448 PG 494
PB C PG 1168
DB 513 PG 906
PB H PG 216
CHESTERFIELD 031930-04
RD
CLAY COMMONS
4
$$$date
$$$$
$$user$$
$$$$$$path$$$$$$$$file
na
me
$$$$$$$$
SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY DATA SHEET
REMARKSOUTFALL DITCH
PERMISSION
(YES)
BACRES
B
ACRES
A
OBTAIN
TOTALRIGHTLEFTOUTFALL DITCH
ACRES
TOTAL TRACT
ACRES
TAX MAP
REFERENCE
PROPERTY OWNER
NOTES:A
B
REMARKSTRACT NO.DATE
REVISIONS
REMARKSTRACT NO.DATE
RWDATA3.DGN
NO.
TRACT
LEFT
REMAINDER
RIGHT
REMAINDER
ACQUIRED
DATE
INSTRUMENT
TYPE OF
(YES)
PERMISSION
SLOPE
(YES)
PERMISSION
STRUCTURE
DRAINAGE
(YES)
PERMISSION
CONSTRUCTION
ENTRANCE
(YES)
PERMISSION
CONTROL
EROSION
AND OUTFALL DITCHES.
TOTAL OBTAIN INCLUDES HIGHLAND, MARSH
SHOWN IN ACRES ONLY.
ACRES ONLY. OUTFALL DITCHES WILL BE
RURAL AREAS OBTAINS MAY BE SHOWN IN
IN PARENTHESES UNDER SQUARE FEET. IN
FEET AND ACRES. ACRES WILL BE SHOWN
OBTAINS WILL BE SHOWN IN SQUARE
LESS THAN 0.25 ACRE.
SHOW REMAINDER IN SQUARE FEET WHEN
SHEET
NO.NO.COUNTYSTATE
S.C.
FED. RD.
DIV. NO.
3
PROJECT ID
POINT NORTHING EASTING ELEVATION DESCRIPTION
CP1
CP2
CP3
1057782.015 2270673.911 295.99' NAIL
1057843.157 2270293.545 294.43'
1058051.499 2270256.715 293.07'
NAIL
NAIL
Beginning chain CLAY description
Point 18 N 1,057,839.4809 E 2,270,357.8489 Sta 10+00.00
Course from 18 to 19 S 78° 39' 27.01" E Dist 306.4289
Point 19 N 1,057,779.2144 E 2,270,658.2930 Sta 13+06.43
Ending chain CLAY description
SURVEY CONTROL POINTS
ALIGNMENT
$$$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
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
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
$$$date$$$$
$$$$$$path$$$$$$$$filename$$$$$$$$$$user$$
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
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
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
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
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
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
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$$
$$$$$$path$$$$$$$$file
na
me
$$$$$$$$
engpro.dgn
PROJECT ID
CHESTERFIELD
423 467 8401
865 546 5800
606 248 6600
Tri-Cities, TN
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
South Carolina
Knoxville, TN
Asheville, NC
828 253 2796
COLUMBIA
803-626-1747
15'R
(TYPICAL)
INSTALL SILT FENCE
CONST. LIMIT
CONST. LIMIT
EROSION & SEDIMENT CONTROL PLAN NOTES
TO PREVENT SEDIMENT FROM LEAVING THE PROJECT LIMITES.
PROVIDE SILT FENCE 2.0' FROM ALL TOE OF FILL SLOPES
EC1
RD
CLAY COMMONS
CONTROL SHEET
EROSION AND SEDIMENT
CLAY COMMONS RD.
STA. 10+10.63 BEGIN
CLAY COMMONS RD.
STA. 13+00.00 END
COLUMBIA, S.C.
4
3
2
1
REV. NO. DATE DESCRIPTION OF REVISIONBY
R/W
DATE
DATE
DATE
TOPO.
SCALE 1"= RTE.
-
DEPARTMENT OF TRANSPORTATION
SOUTH CAROLINA
RPG
$$$date
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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
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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
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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