07 2526 Cotton Patch Acres Plans - Cotton Patch Acres and Briarcliff Drive Paving - 3 ROADS RFB: 07 2526 & 08 2526

FED. ROAD STATE COUNTY PROJECT NO. SHEET TOTAL
DIV. NO. NO. SHEETS
3 S.C. CHESTERFIELD 1 44
INDEX OF SHEETS
SHEET NO. DESCRIPTION SHEET SUBTOTALS
PROJECT AREA
1 TITLE SHEET 1
PAVING OF
3 TYPICAL SECTION 1
COTTONWOOD LANE &
COTTON PATCH LANE
5A SURVEY CONTROL DATA 1
6-11 PLAN SHEETS 6
MAP SHOWING LOCATION OF
12-15 PROFILE SHEETS 4
CHESTERFIELD COUNTY IN SOUTH CAROLINA
X1-X17 CROSS SECTION SHEETS 17
SURVEY STA. 32+58.71
______
44
END CONSTRUCTION Design Reference for these plans is the:
COTTON PATCH LANE 20 21
SEE SHEET 7
SCDOT's "Roadway Design Manual"
Hydraulic Design Reference for these plans is the:
SURVEY STA. 17+00.00
2009
END CONSTRUCTION
Edition of SCDOT's "Requirements for
Hydraulic Design Studies"
COTTONWOOD LANE
SURVEY STA. 10+14.30
SEE SHEET 7
NPDES PERMIT INFORMATION
BEGIN CONSTRUCTION
COTTONWOOD LANE
SEE SHEET 6
Permitted Area = Acre(s)
ENVIRONMENTAL PERMIT INFORMATION
Approximate Location of Roadway is
USACE PERMIT YES X NO Begin
34 degrees 45' 50.52" N
SURVEY STA. 10+32.30 Latitude
NEPA DOCUMENT YES X NO
Longitude 80 degrees19' 49.55"W
401 CERTIFICATION YES X NO BEGIN CONSTRUCTION
End
OCRM CAP YES X NO COTTON PATCH LANE 34 degrees45' 50.38"N
Latitude
Longitude 80 degrees19' 38.17"W
NAVIGABLE WATERS SC USCG USACE X N/A
SEE SHEET 8
3 DAYS BEFORE DIGGING IN
SOUTH CAROLINA
PAGELAND, SC
CALL 811 CHESTERFIELD COUNTY PROJECT
LOCATION MAP
SOUTH CAROLINA 811 (SC811) N.T.S
WWW.SC811.COM
ALL UTILITIES MAY NOT BE A MEMBER OF SC811
COTTONWOOD COTTON PATCH PROJECT
LANE LANE TOTALS
NET LENGTH OF ROADWAY 0.189 0.422 0.611 MILES
RAILROAD INVOLVEMENT?
YES / NO
NET LENGTH OF BRIDGES 0.000 0.000 0.000MILES
ENGINEER OF RECORD
CONSULTING ENGINEERING FIRM
NET LENGTH OF PROJECT 0.189 0.422 0.611 MILES
LENGTH OF EXCEPTIONS 0.000 0.000 0.000MILES TRAFFIC DATA GROSS LENGTH OF PROJECT 0.189 0.422 0.611 MILES
N/A N/A ADT
NOTE: EXCEPT AS MAY OTHERWISE BE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM
N/A N/A
ADT 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. A. MORTON THOMAS AND ASSOCIATES, INC.
TRUCKS N/A % 4105 FABER PLACE DRIVE, SUITE 120 FOR CONSTRUCTION :
NORTH CHARLESTON, SC 29405 DATE
(843)-608-8902 COA NO. 5223
WWW.AMTENGINEERING.COM
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06_Plan_Sheet_50
2 SUMMARY OF ESTIMATED QUANTITIES 1
2A MOVING ITEMS LIST 1
4 RIGHT-OF-WAY DATA SHEET 1
5 GENERAL NOTES 1
5B REFERENCE DATA 1
CHESTERFIELD COUNTY, SC
FROM: -COTTONWOOD LANE- STA. 10+14.30
EC1-EC9 EROSION CONTROL SHEETS 9
-COTTON PATCH LANE- STA. 10+32.30
TO: -COTTONWOOD LANE- STA. 17+00.00
-COTTON PATCH LANE- STA. 32+58.71
4.00
Disturbed Area = Acre(s)
N
March 2026
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FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD COTTONWOOD LN 2 44
COTTON PATCH LN
COTTONWOOD LANE & COTTON PATCH LANE
PAVING
SUMMARY OF ESTIMATED QUANTITIES
THE ENGINEER MUST SPECIFICALLY AUTHORIZE CHANGES IN ALIGNMENT.
CHESTERFIELD COUNTY MUST SPECIFICALLY AUTHORIZE CHANGES INVOLVING INCREASED COST OF PROJECT.
THE FOLLOWING ITEMS ARE NOT SHOWN IN DETAIL ON THE PLANS BUT ARE INCLUDED IN THE SUMMARY OF ESTIMATED QUANTITIES
AND MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.
INCLUSION ITEMS
7
COTTONWOOD LANE & COTTON PATCH LANE
6 CHESTERFIELD COUNTY, S.C.
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NORTH CHARLESTON, SC 29405 1
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FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD COTTONWOOD LN 2A 44
COTTON PATCH LN
7
COTTONWOOD LANE & COTTON PATCH LANE
6 CHESTERFIELD COUNTY, S.C.
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NORTH CHARLESTON, SC 29405 1
(843)-608-8902 COA NO. 5223
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6' 11' 11' 6'
TRAVELWAY TRAVELWAY
PROFILE
1
GRADE POINT
2.0% 2.0%
EX. GROUND
EX. GROUND 8
.0 % 8 .0
%
:1
4 4
:1
2
N.T.S
VARIES
RIGHT-OF-WAY
PROPSED ROADWAY CENTERLINE
EDGE OF PROPOSED PAVEMENT
DRIVEWAY DETAIL
HOT MIX ASPHALT SURFACE COURSE - TYPE C (275 LBS/SY)
GRADED AGGREGATE BASE COURSE 6" UNIFORM THICKNESS
N.T.S
3
'11
'11
F D E IV D . . N R O D . . STATE COUNTY PROJECT ID ROAD N / R O O . UTE D N W O G . . SH N E O E . T S T H O E T E A T L S
3 S.C. CHES T E R F I ELD RCIOVTE TR O L NA WN DO ODDR 3 3 30
COTTOSN-5 P3ATCH
TYPICAL SECTION OF IMPROVEMENT
CHESTERFIELD COUNTY
COTTONWOOD LN AND COTTON PATCH LN
C
ROW L ROW
6'
)
N
W
4 O )
2
:1
:1
( S
H :1
( S
H
:1
( M
A X
( M O 4 2
W
A X N
) )
USE THIS SECTION ON COTTONWOOD LANE:
FROM STA. 10+14.30 TO STA. 17+00.00
USE THIS SECTION ON COTTON PATCH LANE:
FROM STA. 10+32.30 TO STA. 32+58.71
LT RADIUS VARIES
CUT/FILL SLOPES VARY. 4:1 IS PREFERRED.
2:1 IS MAXIMUM. SEE CROSS SECTIONS FOR
DETAILS.
RT RADIUS VARIES
SLOPES MAY BE VARIED WHEN A DEEPER DITCH
IS NECESSARY. A MINIMUM SLOPE OF 4:1 AND A
MAXIMUM SLOPE OF 2:1. IF SLOPES STEEPER
THAN 2:1 ARE REQUIRED TO MEET THE NECESSARY
DITCH ELEVATION, MOVE THE DITCH AWAY FROM THE
CENTERLINE UNTIL A 2:1 CAN BE ACHIEVED.
LEGEND
1 HOT MIX ASPHALT SURFACE COURSE TYPE C (275 LBS/SY)
2 GRADED AGGREGATE BASE COURSE - TYPE C
(6" UNIFORM THICKNESS)
FUNCTIONAL DESIGN SPEED PAVEMENT DESIGN 5
NO. CLASSIFICATION MPH FROM STA. TO STA. COTTONWOOD LANE & COTTON PATCH LANE
CHESTERFIELD COUNTY, SC COTTONWOOD LOCA L G R O UP 1 20 M PH 10 + 1 4 . 3 0 20 + 1 1 . 7 3 4
COTT O N P A TCH LOCA L G R O UP 1 20 M PH 10 + 3 2 . 3 0 32 + 5 8 .7 1
3
2 TYPICAL SECTIONS
A. MORTON THOMAS AND ASSOCIATES, INC. 4105 FABER PLACE DRIVE, SUITE 101 1
NORTH CHARLESTON, SC 29405
(843)-608-8902 COA NO. 5223
WWW.AMTENGINEERING.COM REV. NO. BY DATE DESCRIPTION OF REVISION SCALE:N.T . S . DWG. NO.:
$$$$$$path$$$$$$$$filename$$$$$$$$
$$user$$
$$$date$$$$
03_Typ Section_Sheet_05
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FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD COTTONWOOD LN 4 44
COTTONWOOD LANE & COTTON PATCH LANE COTTON PATCH LN
PAVING
RIGHT-OF-WAY DATA SHEET
7
COTTONWOOD LANE & COTTON PATCH LANE
6 CHESTERFIELD COUNTY, S.C.
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FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD COTTONWOOD LN 5 44
COTTON PATCH LN
GENERAL CONSTRUCTION NOTES:
PERMANENT CONSTRUCTION SIGNS
SEE INDIVIDUAL CURVES ON REFERENCE DATA SHEET FOR SUPERELEVATION RATE AND DESIGN SPEED,
LEGEND
AS APPLICABLE. 1. CONTRACTOR SHALL REFER TO SCDOT STD. DWG. 605-010-02 FOR PLACEMENT OF PERMANENT
CONSTRUCTION SIGNS. THIS PROJECT REQUIRES TWO (2) SCHEME E'S. LOCATION TO BE DETERMINED
IN FIELD AND APPROVED BY THE ENGINEER/SCDOT.
GENERAL NOTES MAILBOXES
BUILDING OUTLINE
1. THE CONTRACTOR SHALL INSPECT THE SITE OF THE PROJECT AND FAMILIARIZE HIMSELF/HERSELF WITH ALL 1. ALL EXISTING MAILBOXES AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE RETAINED, RELOCATED,
EXISTING CONDITIONS, TRAFFIC, OTHER ITEMS THAT AFFECT THE CONTRACT AND THE DETAILED OR REMOVED AS DIRECTED BY ENGINEER. PAYMENT FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL
REQUIREMENTS OF CONSTRUCTION. TO THE PROJECT AND INCLUDED IN THE COST FOR OTHER ITEMS. EDGE OF ROADWAY (PAVEMENT)
2. THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION OF ITS WORK WITH EXPERIENCED PERSONNEL. 2. SEE STANDARD DRAWING 209-905-00. EDGE OF ROADWAY (GRAVEL)
EACH CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SAFETY OF ITS CONSTRUCTION
OPERATIONS.
EDGE OF CONCRETE
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN
FENCE
THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION.
4. LOCATION OF CONSTRUCTION STAGING AREA IS THE RESPONSIBILITY OF THE CONTRACTOR. RIGHT OF WAY (ROW OR R/W)
5. IN PERFORMING THE WORK UNDER THIS PROJECT, THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR
EASEMENT LINE
WITH ALL FEDERAL, STATE AND LOCAL STATUTES, ORDINANCES AND DIRECTIVES WITH RESPECT TO THE
ELIMINATION OF EXCESSIVE NOISE AND POLLUTION OF AIR AND WATER DUE TO THEIR CONSTRUCTION EQUIPMENT
DELINEATED WETLAND BOUNDARY
AND OTHER OPERATIONS. ATTENTION SHALL BE GIVEN TO REDUCE THE NOISE OF HEAVY CONSTRUCTION
EQUIPMENT AND TO THE CONTROL OF DUST, SMOKE AND FUMES FROM CONSTRUCTION EQUIPMENT AND OTHER
WOODLINE
OPERATIONS ON THE WORK SITE, AND THE DIRT AND NOISE CREATED BY HEAVY TRUCK OPERATION AREAS AND
ADJACENT EXISTING PAVED AREAS. THESE AREAS SHALL BE KEPT FREE FROM DEBRIS AT ALL TIMES. THE
DISCHARGE OF OILY, GREASY OR CHEMICAL WASTES INTO WATERWAYS AND TRIBUTARY SEWERS WILL ELECTRIC UTILITY
NOT BE PERMITTED.
COMMUNICATIONS LINE
6. THE CONTRACTOR SHALL SWEEP AND WASH DOWN ALL HAUL ROUTES OVER CITY/STATE/COUNTY ROADS TO/FROM
THE CONSTRUCTION AREA, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY PERMITS REQUIRED FOR
WATER LINE
THE WORK. THE CONTRACTOR SHALL PROVIDE WHATEVER MEANS NECESSARY TO ALLEVIATE OR PREVENT DUST
NUISANCE AT ALL TIMES. A SWEEPER SHALL BE PROVIDED AS NECESSARY TO KEEP STREETS CLEAN.
THE COST OF THIS ITEM IS INCIDENTAL TO THE PROJECT. EXISTING STORM DRAIN PIPE
7. WHEN CLEARING AND GRUBBING THE PROJECT AREA CONTRACTOR MUST ESTABLISH 16'-0" VERTICAL CLEARANCE PROPOSED ROADWAY CENTER LINE (C/L)
FROM THE FINISHED ASPHALT PAVEMENT. THE CONTRACTOR MUST REMOVE TREES, STUMPS, SHRUBS,
LOGS, ROOTS, LIMBS, TRASH, RUBBISH, DEBRIS, AND OTHER OBJECTS AS DEEMED NECESSARY
PROPOSED EDGE ROADWAY
UTILITIES
PROPOSED SHOULDER
1. THE CONTRACTOR SHALL GIVE A 3-WORKING DAYS NOTICE TO PALMETTO UTILITIES PROTECTION SERVICE
(PUPS) BY CALLING 811. 3-WORKING DAYS NOTICE SHALL ALSO BE GIVEN TO THE OWNERS OF POWER POLE
UNDERGROUND UTILITIES SHOWN ON THE PLANS WHO ARE NOT MEMBERS OF A REGISTERED
UNDERGROUND PROTECTION SERVICE.
GUY WIRE
TP
2. WATER VALVE BOXES AND SEWER MANHOLE FRAMES AND COVERS SHALL BE ADJUSTED BY THE CONTRACTOR
TELECOM BOX
(RAISED OR LOWERED) TO MATCH THE ROADWAY PROFILE. NO ADDITIONAL PAYMENT WILL BE
MADE FOR ADJUSTING WATER VALVES OR SEWER MANHOLES. THIS WORK SHALL BE CONSIDERED
INCIDENTAL AND INCLUDED IN THE UNIT COST OF CLEARING AND GRUBBING AND SHALL INCLUDE
ALL WORKMANSHIP AND MATERIALS NECESSARY TO COMPLETE THIS ITEM. MAILBOX
3. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE SIGN
INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES
NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE UTILITIES INFORMATION SHOWN ON
S SEWER MANHOLE
THE DRAWINGS. IT IS THEREFORE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THAT THE PROPER
COORDINATION WITH THE VARIOUS UTILITY OWNERS HAS BEEN PERFORMED.
SURVEY CONTROL POINT
4. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY OWNERS DURING RELOCATION OPERATIONS. THE
CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY WHETHER SHOWN ON PROPERTY MONUMENT FOUND
THE DRAWINGS OR LOCATED BY THE UTILITY COMPANY. COST OF DAMAGES TO ANY UTILITIES AS A RESULT
OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
SIGNS
1. ALL EXISTING ROAD SIGNS AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE RETAINED, RELOCATED, OR
REMOVED AS DIRECTED BY ENGINEER. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE LUMP SUM
COST FOR CLEARING AND GRUBBING. ALL NEW SIGNS SHALL BE PLACED IN ACCORDANCE WITH THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES AND SCDOT STANDARD DRAWINGS.
TRAFFIC CONTROL
1.THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY PROVISIONS FOR TRAFFIC
CONTROL FOR THE DURATION OF THE PROJECT. THESE PROVISIONS, AS IN EACH CASE IS APPLICABLE,
WILL CONFORM TO THE REQUIREMENTS CONTAINED IN THE SCDOT STANDARD SPECIFICATIONS,
STANDARD DRAWINGS, SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS, THE FEDERAL
HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND AS DIRECTED BY
7
THE ENGINEER. THE LUMP SUM COST FOR TRAFFIC CONTROL SHALL INCLUDE ALL WORK AS DIRECTED COTTONWOOD LANE & COTTON PATCH LANE
ABOVE. THIS LUMP SUM COST SHALL INCLUDE SIGNS, BARRICADES, DRUMS, CONES, LIGHTS, AND OTHER 6 CHESTERFIELD COUNTY, S.C.
ITEMS AS REQUIRED TO COMPLETE THIS WORK. S O U T
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CONSTRUCTION NOTES
NORTH CHARLESTON, SC 29405 1
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WR]mslx.526050_SDCS_6741042[\teehS
lortnoC
yevruS\CS
hctapnottoC
doownottoC
dleifretsehC
67410-42\TODCS_\rehtO\stcejorP\:E
Docusign Envelope ID: 5B1148E1-7C7E-4594-8AA9-CC0667DD9D8F
FED. RD.
STATE COUNTY PROJECT ID ROAD/ROUTE NO. SHEET NO.
DIV. NO.
Cottton Wood Ln/
3 SC Chesterfield N/A 5A
Cotton Patch Ln
PROPERTY MONUMENTS FOUND SURVEY CONTROL POINTS PROJECT BENCHMARKS
ALIGNMENT STATION OFFSET NORTHING EASTING DESCRIPTION POINT ID ALIGNMENT STATION OFFSET NORTHING EASTING ELEV. DESCRIPTION POINT ID ALIGNMENT STATION OFFSET NORTHING EASTING ELEV. DESCRIPTION
COTTON_WOOD_LN OUT OF CHAIN 1066841.00 2201071.67 IP 6IN AXLE 300 COTTON_WOOD_LN 1+40.18 -33.79 1067060.7753 2201225.7657 569.00 PSC2 BM#1 COTTON_WOOD_LN 6+60.66 31.40 1067032.6850 2201761.7700 555.57 3/8" HEX/LAG SCREW IN PP
COTTON_WOOD_LN OUT OF CHAIN 1067327.77 2200986.28 IP 1"' AXLE 302 COTTON_WOOD_LN OUT OF CHAIN 1067204.9360 2202031.1457 542.24 PSC1
COTTON_WOOD_LN 0+25.88 32.19 1066964.66 2201135.01 IP #4 RBR BENT 303 COTTON_PATCH_LN OUT OF CHAIN 1064840.5807 2202227.8330 499.38 PSC4
COTTON_WOOD_LN 0+37.03 -33.91 1067031.14 2201126.52 IP #4 RBR BENT 305 COTTON_PATCH_LN 10+15.95 34.31 1065948.5817 2201994.1370 520.41 PSC3
COTTON_WOOD_LN 3+36.77 24.65 1067028.64 2201428.31 IP #4 RBR
COTTON_WOOD_LN 3+89.59 -36.51 1067087.56 2201483.48 IP #4 RBR
COTTON_WOOD_LN 5+87.04 -37.79 1067083.36 2201680.74 IP #4 RBR
COTTON_WOOD_LN 5+97.87 27.13 1067018.71 2201694.60 IP #4 RBR
COTTON_WOOD_LN 6+58.38 30.48 1067032.67 2201759.11 IP #4 RBR
COTTON_WOOD_LN 7+88.03 34.31 1067079.53 2201880.92 IP #4 RBR
COTTON_WOOD_LN 7+82.49 -31.54 1067138.41 2201850.92 IP #4 RBR
COTTON_WOOD_LN OUT OF CHAIN 1067181.78 2201968.51 IP #4 RBR
COTTON_WOOD_LN OUT OF CHAIN 1067187.51 2201996.51 IP #4 RBR
COTTON_WOOD_LN OUT OF CHAIN 1067221.30 2202086.76 IP #4 RBR BENT
COTTON_WOOD_LN OUT OF CHAIN 1067122.06 2202004.86 IP #4 RBR
COTTON_WOOD_LN OUT OF CHAIN 1067122.57 2202110.14 IP #4 RBR
COTTON_PATCH_LN OUT OF CHAIN 1064849.63 2202235.29 IP #4 RBR
COTTON_PATCH_LN OUT OF CHAIN 1064826.00 2202195.32 IP #4 RBR BENT
COTTON_PATCH_LN 0+28.63 34.42 1064980.95 2202198.03 IP #4 RBR DND
COTTON_PATCH_LN 0+28.56 -31.29 1064969.95 2202133.25 IP #4 RBR
COTTON_PATCH_LN OUT OF CHAIN 1064940.33 2202139.66 IP #4 RBR BENT
COTTON_PATCH_LN 2+26.95 32.00 1065176.77 2202156.61 IP #4 RBR
COTTON_PATCH_LN 2+30.54 -34.03 1065165.60 2202091.43 IP #4 RBR
COTTON_PATCH_LN 4+26.97 33.69 1065372.54 2202114.68 IP #4 RBR
COTTON_PATCH_LN 4+30.94 -32.32 1065361.51 2202049.47 IP #4 RBR
COTTON_PATCH_LN 6+27.67 33.68 1065568.06 2202072.88 IP #4 RBR
COTTON_PATCH_LN 6+30.80 -32.67 1065557.59 2202007.29 IP #4 RBR LOOSE
COTTON_PATCH_LN 8+27.53 32.59 1065764.08 2202030.93 IP #4 RBR
COTTON_PATCH_LN 8+31.21 -33.39 1065753.01 2201965.78 IP #4 RBR
COTTON_PATCH_LN 10+31.12 -34.33 1065948.76 2201923.84 IP #4 RBR
COTTON_PATCH_LN 10+27.96 31.69 1065959.75 2201989.02 IP #4 RBR
COTTON_PATCH_LN 12+27.54 33.03 1066155.54 2201947.05 IP #4 RBR
COTTON_PATCH_LN 12+31.99 -32.84 1066144.52 2201881.97 IP #4 RBR
COTTON_PATCH_LN OUT OF CHAIN 1064834.93 2202149.43 IP #4 RBR
COTTON_PATCH_LN 14+28.87 33.64 1066351.28 2201905.07 IP #4 RBR
COTTON_PATCH_LN 14+31.14 -32.44 1066340.26 2201839.88 IP #4 RBR
COTTON_PATCH_LN 16+27.40 34.19 1066546.79 2201863.24 IP #4 RBR
COTTON_PATCH_LN 18+29.41 32.51 1066742.84 2201821.25 IP #4 RBR
O U
THCAROL
IN
S A
C ESP N
E ASSOCIATES IO
R INC. T
T IF No. 5839 IZ A
IC R
A O
5/7/2025 | 8:56:52 AM EDT
T E
OF
AUTH
NOTES:
SURVEY CONTROL DATA
1. The alignment Station and Offset are referenced to the existing Survey Centerline.
2. Date of Survey: March 3, 2025 through May 6, 2025. PROJECT DESCRIPTION
COTTON WOOD LANE/COTTON PATCH LANE
DATUM DESCRIPTION
The LOCALIZED Coordinate System developed for this project is based on NAD83(2011) South Carolina
State Plane Coordinate System used to establish the Localization Point. The Localization Point is Primary
The Property Monuments Found listed on this sheet are assumed to be property corner monuments, field located during
Survey Control point number PSC3 with a Northing of 1065948.5817 and an Easting of 2201994.1370. The
the course of this survey. The Department makes no claim that these located monuments are the true position of any
Combined Scale Factor (CSF) (ground to grid) is 0.99995507. Elevations for this project are based on
property and takes no responsibility for this information being used as such. These monuments are tied to the control of this
NAVD88 for BM1 with an elevation of 555.57
project in an effort to document and preserve their location in the event they are disturbed or destroyed during the
construction of the project.

FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
COTTON PATCH LANE
3 S.C. CHESTERFIELD COTTONWOOD LN 5B 44
TIE EQUALITY COTTONWOOD LANE CONSTRUCTION CENTERLINE C O N S T R U C T I O N C E N T E R LINE COTTON PATCH LN
STA. 32+58.71 CPT =
Beginning chain CPT description
STA. 16+31.97 CWD
20
19 Beginning chain CWD description
==================================================================
1 8
N
79 degrees
33'
21"
R
E
N
= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ======================
7
1 Point 102 N 1,064,848.23 E 2,202,193.16 Sta 10+00.00
R E
12
13 14
15
16
E E
L
A N L O Point 130 N 1,066,987.96 E 2,201,100.91 Sta 10+00.00
11
D
L
R O C
Course from 102 to 103 N 12 degrees 05' 10.30" W Dist 2,258.71
10
COTTONWOO
E
C .
L
R O . P Course from 130 to PC CWD1 N 72 degrees 35' 16.29" E Dist 187.33 P o i n t 1 0 3 N 1,067,056.88 E 2,201,720.23 Sta 32+58.71
R O
E
E
C
P
R L O O L 2 3 . P T = T = Curve Data ==================================================================
E C C R 1 2 *----------* Ending chain CPT description
L
O
.
P P
.
1
C
=
9
+
0
+
Curve CWD1
C . C = C R 3 1 7 + 3 1 5 4 D P. e I. l t a S t a t i o = n 2 8 degrees 3 1 6 2 ' + 1 8 3 9 .5 .3 0 0 " ( N R T ) 1 , 0 6 7 , 0 7 4 . 5 3 E 2 , 2 0 1 , 3 7 6 . 9 5
P = .
7 .
O T 1 1 + 3 1 0 8 7 . 7 9 3 T D a e n g g re e e n t = = 1 4 degrees 1 9 1 ' 0 2 1 6 .9 .2 7 0 "
= + 3 1
8 4
Length = 199.69
1 7 8
0 + . 3 7 Radius = 400.00
3 0 . 9 External = 12.79 COTTONWOOD LANE PROPOSED CURVE DATA
0 2 2
0 Long Chord = 197.62
.
0
Mid. Ord. = 12.40
0
8
P.C. Station 11+87.33 N 1,067,044.01 E 2,201,279.65
2 CURVE 1
P.T. Station 13+87.02 N 1,067,054.74 E 2,201,476.98
P.I. = 12+89.30
C.C. N 1,066,662.34 E 2,201,399.35
7
Back = N 72 degrees 35' 16.29" E D
2
Ahead = S 78 degrees 48' 30.22" E
Chord Bear = N 86 degrees 53' 23.03" E
6 T = 101.97'
2
Curve Data L = 199.69'
*----------*
E = 12.79'
5
Curve CWD2
2 R = 400.00'
P.I. Station 15+94.84 N 1,067,014.40 E 2,201,680.85
Delta = 38 degrees 12' 31.97" (LT) D.S. = 20 mph
4
Degree = 9 degrees 32' 57.47"
eMAX = N/A
2 N
L Tangent = 207.82
e = N/A
H Length = 400.12
3 C
Radius = 600.00
T
2
A External = 34.97
P
Long Chord = 392.75
N CURVE 2 CURVE 3
2 Mid. Ord. = 33.05
O
2
T P.C. Station 13+87.02 N 1,067,054.74 E 2,201,476.98 P . I . = 15+94.84 P.I. = 18+59.97
T
P.T. Station 17+87.14 N 1,067,108.80 E 2,201,865.99
O
D D
1 C C.C. N 1,067,643.33 E 2,201,593.44
2
Back = S 78 degrees 48' 30.22" E
Ahead = N 62 degrees 58' 57.82" E T = 207.82' T = 72.82'
0 Chord Bear = N 82 degrees 05' 13.80" E
2 L = 400.12' L = 144.63'
E = 34.97' E = 5.28'
Curve Data
9 *----------* R = 600.00' R = 500.00'
1
Curve CWD3
D.S. = 20 mph D.S. = 20 mph
P.I. Station 18+59.97 N 1,067,141.88 E 2,201,930.87
eMAX = N/A eMAX = N/A
8 Delta = 16 degrees 34' 23.44" (RT)
1
Degree = 11 degrees 27' 32.96" e = N/A e = N/A
Tangent = 72.82
7 Length = 144.63
1
Radius = 500.00
External = 5.28
6 Long Chord = 144.12
1
Mid. Ord. = 5.22
P.C. Station 17+87.14 N 1,067,108.80 E 2,201,865.99
5 P.T. Station 19+31.77 N 1,067,155.09 E 2,202,002.49
1
C.C. N 1,066,663.37 E 2,202,093.12
Back = N 62 degrees 58' 57.82" E
4 Ahead = N 79 degrees 33' 21.25" E
1
Chord Bear = N 71 degrees 16' 09.53" E
3 Course from PT CWD3 to 131 N 79 degrees 33' 21.25" E Dist 123.15
1
Point 131 N 1,067,177.41 E 2,202,123.60 Sta 20+54.93
2
1
====================================================================
Ending chain CWD description
1
1
7
COTTONWOOD LANE & COTTON PATCH LANE
RELO C. PO T= 10+
00.00 0
1 S O U T
A
H
. M
C
O
A
R
R
TO
O
N
L IN A S O U
E D
T PR H OF E C S A SIO R N O A L L
E N
IN A 5
6 CHESTERFIELD COUNTY, S.C.
C E R T ASSO T C H A I O A N M T D A E S S,INC A T I N O P A E C N I S L No. 37552 R E G E IN J R 3 4 REFERENCE DATA AND
IF
IC A TE
N
O
O
F
. 5
A
2
U
23
TH O R
IZ T
R IC K A MER EW E T H E
R
A. MORTO 41 N 05 F T A H B O ER M PL A A S C E A D N R D IV E A , S S U S I O TE C 1 I 2 A 0 TES, INC. 2
STAKEOUT PLAN
NORTH CHARLESTON, SC 29405 1
(843)-608-8902 COA NO. 5223
WWW.AMTENGINEERING.COM REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: N.T.S. DWG. NO.
cturner
2/27/2026
X:\Charleston\24-0606.001 - Cottonwood Land Cotton Patch Lane Pavi\05-CAD\ROAD\rCottonwood_Cotton_Patch_5B.dgn

FED. RD. STATE COUNTY PROJECT ID ROAD/ROUTE DWG. SHEET TOTAL
DIV. NO. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD COTTONWOOD 6 6 44
COTTON PATCH
COTTONWOOD LANE
N
2
1
3
TAX MAP#:061 000 000 209
TAX MAP#:061 000 000 206 APRIL BLACKWELL DUNLAP TAX MAP#:061 000 000 210
TYASIA D BROWN DB 453 PG 1202 JENNY COURTNEY
DB 541 PG 771 PB C PG 64H LOT#1 DB 410 PG 500
PB T PG 195 TOTAL ACREAGE PER RECORD: 0.84 PB C PG 64H LOT#2
TOTAL ACREAGE PER RECORD: 0.52 TOTAL ACREAGE PER RECORD: 0.95
4
0 1
3 -
- P
1
3
-
1
-
1
R
APPLY 27' OF 24" STOP LINE
CONSTRUCT 22' DRIVEWAY
(THERMO. 125 MIL.)
WITH 15' RADII
APPLY 100' OF 4" DOUBLE
(TIE TO EXISTING)
C33'
YELLOW CENTERLINE (90 MIL.) C33'
M
0 0 . 0 0 +
0
( P P R E E R S P E B N T C 3 P 3 G ' R 6 /W 4H ) P C S 3 C 1' 2 TFO F17' C33'
1 '
= 51
.
C30'
T 7
O
P . C O L E R
"
0 - ' 2 1
5
5 = V NI
C3
3
3
5
'
'R 11+00 COTTONWOOD LANE 12+00 13+00 22' GRAVEL F11' C30' C33' (P P E R R E S P E B N C T P 3 G 3' 6 R 4 /W H)
8 1 1
'
C23'
-
10+00 1 5 ' -
0
"
"
15
"
R C 0 "
1 1
' - C24'
4"
F24' F25'
F25'
14+ 00
C30' PR
0
.
0
0
0 " F20' 1
+
SURVEY STA. 10+14.30 V ' 3 5
.
35'R C30' C31' ( P P R E E R S P E B N T C 3 P 3 G ' R 6 /W 4H )
WDR
E L O C . P C =
1
POST (TYP)
WD POST (TYP) T F3G 3 R 1 ' A 6 R V .5 E ' L FO
'
- 0 " 1 1 ' - 0 " 15+00 S T A . 1
5
H E E T 7
BEGIN CONSTRUCTION 6 5
5
T 1 +
8
O L E 1 1 E S
COTTONWOOD LANE
=
V
NI
7
.
3 3 R P
.
C
F33'
F23'
L
I
N
E
E
C S
= H
+
3 1 MOVING ITEM NO. 1
WD POST
(TYP)
F23'
T
C
8
7 A
0. CONSTRUCT 16.5' DRIVEWAY
8 2 M
WITH 25' RADIUS RT
"
& 10' RADIUS LT
(TIE TO EXISTING)
TAX MAP#:061 000 000 239
JUSTINO RESENDIZ PEREZ
DB 550 PG 51
TAX MAP#:061 000 000 207
PB C PG 64H LOT#31
JUSTINO RESENDIZ PEREZ
TOTAL ACREAGE PER RECORD: 2.24
DB 548 PG 264
PB C PG 64H LOT#32 34
TOTAL ACREAGE PER RECORD: 2.06
35 C T A R R A O N L S I M N I A S S P I O O W N E L R IN A
E
N
7
D
5 '
L
R
I
/
G
W
HT
5
COTTONWOOD LANE & COTTON PATCH LANE
S O U T
A
H
. M
C
O
A
R
R
TO
O
N
L IN A S O U
E D
T PR H OF E C S A SIO R N O A L L
E N
IN A 4 CHESTERFIELD COUNTY, SC
0 10' 20' 40'
C E R T IF
IC A
A
T
S
E
S O N
O
T C H O A
F
I O . A N M 5
A
T 2 D A E
U
2 S S 3
T
,I
H
N
O
C
R
IZ A T I N O P A T
R IC
E C N I
K
S L N
A
o
M
.
E
3
R
7
E
5
W
5
E
2 R
T
E G E IN
H E
R J R
A. MORTO 41 N 05 F T A H B O ER M PL A A S C E A D N R D IV E A , S S U S I O TE C 1 I 2 A 0 TES, INC.
3 2
1
PLAN SHEET
NORTH CHARLESTON, SC 29405
SCALE: 1" = 20' (843)-608-8902 COA NO. 5223
WWW.AMTENGINEERING.COM REV. NO. BY DATE DESCRIPTION OF REVISION SCALE:1" = 20' DWG. NO.: 6
X:\Charleston\24-0606.001 - Cottonwood Land Cotton Patch Lane Pavi\05-CAD\ROAD\rCottonwood_Cotton_Patch_pf.dgn
cturner
2/28/2026
06_Plan_Sheet_20