08 2526 Briarcliff Dr Paving 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 24
INDEX OF SHEETS
SHEET NO. DESCRIPTION SHEET SUBTOTALS
PROJECT AREA
1 TITLE SHEET 1
2 SUMMARY OF ESTIMATED QUANTITIES 1
2A MOVING ITEMS 1
3 TYPICAL SECTION 1
PROPOSED PLANS FOR
4 RIGHT-OF-WAY DATA SHEET 1
5 GENERAL NOTES 1
PAVING OF
5A SURVEY CONTROL DATA 1
5B REFERENCE DATA SHEET 1 BRIARCLIFF DRIVE
6-7 PLAN SHEETS 2
MAP SHOWING LOCATION OF
8-9 PROFILE SHEETS 2
CHESTERFIELD COUNTY IN SOUTH CAROLINA
EC1-EC5 EROSION CONTROL SHEETS 5
CHESTERFIELD COUNTY, SC
X1-X7 CROSS SECTION SHEETS 7 SURVEY STA. 22+18.98
______
FROM: BEGIN BRIARCLIFF DRIVE (STA. 10+40.00)
24
END CONSTRUCTION
TO: McMILLAN ROAD (STA. 22+18.98) Design Reference for these plans is the:
BRIARCLIFF DRIVE
20 21
SEE SHEET 7
SCDOT's "Roadway Design Manual"
Hydraulic Design Reference for these plans is the:
2009
Edition of SCDOT's "Requirements for
Hydraulic Design Studies"
SURVEY STA. 10+40.00
NPDES PERMIT INFORMATION
BEGIN CONSTRUCTION
BRIARCLIFF DRIVE
1.63
Disturbed Area = Acre(s)
SEE SHEET 6
N
ENVIRONMENTAL PERMIT INFORMATION
Approximate Location of Roadway is
USACE PERMIT YES X NO Begin
34 degrees45' 50.44"N
Latitude
NEPA DOCUMENT YES X NO
Longitude 80 degrees19' 49.55"W
401 CERTIFICATION YES X NO
End
OCRM CAP YES X NO
34 degrees45' 50.38"N
Latitude
Longitude 80 degrees19' 38.17"W
NAVIGABLE WATERS SC USCG USACE X N/A
3 DAYS BEFORE DIGGING IN
SOUTH CAROLINA
CHERAW, 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
BRIARCLIFF PROJECT
DRIVE TOTALS
March 2026
NET LENGTH OF ROADWAY 0.223 0.223 MILES
NET LENGTH OF BRIDGES 0.000 0.000MILES
RAILROAD INVOLVEMENT?
YES / NO
NET LENGTH OF PROJECT 0.223 0.223 MILES
CONSULTING ENGINEERING FIRM ENGINEER OF RECORD
LENGTH OF EXCEPTIONS 0.000 0.000MILES
GROSS LENGTH OF PROJECT 0.223 0.223 MILES
TRAFFIC DATA 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
N
N
/
/
A
A
ADT N
N
/
/
A
A NOTE: E PR X O C V E I P S T IO A N S S M , A A L Y L M OT A H T E E R RI W A I L S S E A B N E D S W PE O C R I K F M IE A D N O S N H I T P H O E N P T L H A IS N S PR O O R J E IN CT T S H H E A S L P L E C C O IA N L F ORM
C E R T IF
IC A
A
T
S
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S O N
O
T C H O A
F
I O . A N M 5
A
T 2 D A E
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2 S S 3
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7
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5
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H E
R J R
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

FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD BRIARCLIFF 2 24
BRIARCLIFF DRIVE 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
BRIARCLIFF DRIVE
6 CHESTERFIELD COUNTY, S.C.
TH CARO U
TH CARO
L
S O U L IN A S O D PROFESSIONA L E IN A 5
A. MORTON E N
S G 4
C THOMAS N E N No. 37552 IN SUMMARY OF ESTIMATED
E R ASSOC A IA N T D E S,INC T IO P A CI L R E E J R 3
T IF NO. 5223 IZ A T R E R QUANTITIES
IC
A TE OF AUTH O
R IC
K A MER EW E T
H
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
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. 2
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FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD BRIARCLIFF 2A 24
7
BRIARCLIFF DRIVE
6 CHESTERFIELD COUNTY, S.C.
TH CARO U
TH CARO
L
S O U L IN A S O D PROFESSIONA L E IN A 5
A. MORTON E N
S G 4
C THOMAS N E N No. 37552 IN
E R ASSOC A IA N T D E S,INC T IO P A CI L R E E J R 3 MOVING ITEMS LIST
T IF NO. 5223 IZ A T R E R
IC
A TE OF AUTH O
R IC
K A MER EW E T
H
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
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. 2A
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6' 11' 11' 6'
TRAVELWAY TRAVELWAY
PROFILE
1
GRADE POINT
2.0% 2.0%
EX. GROUND
8
.0 % 8 .0
%
EX. GROUND
: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
'11
'11
F D E IV D . . N R O D . . STATE COUNTY PROJECT ID ROAD N / R O O . UTE SH N E O E . T S T H O E T E A T L S
3 S.C . CC HH EESSTTEERRFFIIEE LL DD BRIAR C L I FF 3 24
TYPICAL SECTION OF IMPROVEMENT
CHESTERFIELD COUNTY
BRIARCLIFF DRIVE
C
L ROW
ROW
6'
)
N
W
O )
H X
A
S
:1
(
:1
(
M
4 2
USE THIS SECTION ON BRIARCLIFF DRIVE:
FROM STA. 10+40.00 TO STA. 22+18.98
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)
ROUTE FUNCTIONAL DESIGN SPEED PAVEMENT DESIGN 5 BRIARCLIFF DRIVE
NO. CLASSIFICATION MPH FROM STA. TO STA. TH CARO TH CARO
U L U L
BRIARCLIFF LOCA L G R O UP 1 20 M PH 10 + 4 0 . 0 0 22 + 1 8 . 9 8
S
O IN
A S
O
P
ROFESSION
A L
IN
A
4 CHESTERFIELD COUNTY, SC
A. MORTON
E
D E
N
C E TH A O N M D A S I N O E N S No. 37552 G IN 3
R T IF ASSO N C O I . A 5 T 2 E 2 S 3 ,INC IZ A T P A T CI L R E E R J R 2 TYPICAL SECTIONS
IC R R E
A O IC H A. MORTON THOMAS AND ASSOCIATES, INC.
T E OF AU T H K A
MER
EW E T 3300 W E
N
S
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8
TE 101 1
(843)-608-8902 COA NO. 5223
WWW.AMTENGINEERING.COM REV. NO. BY DATE DESCRIPTION OF REVISION SCALE:N.T . S . DWG. NO.:3
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03_Typ Section_Sheet_05

FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
BRIARCLIFF DRIVE PAVING 3 S.C. CHESTERFIELD BRIARCLIFF 4 24
RIGHT-OF-WAY DATA SHEET
7
BRIARCLIFF DRIVE
6 CHESTERFIELD COUNTY, S.C.
TH CARO U
TH CARO
L
S O U L IN A S O D PROFESSIONA L E IN A 5
A. MORTON E N
S G 4
C THOMAS N E N No. 37552 IN
E R ASSOC A IA N T D E S,INC T IO P A CI L R E E J R 3 RIGHT-OF-WAY DATA
T IF NO. 5223 IZ A T R E R
IC
A TE OF AUTH O
R IC
K A MER EW E T
H
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
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. 4
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FED. RD. ROAD/ROUTE SHEET TOTAL
STATE COUNTY PROJECT ID
DIV. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD BRIARCLIFF 5 24
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
EDGE OF ROADWAY (PAVEMENT)
REQUIREMENTS OF CONSTRUCTION. TO THE PROJECT AND INCLUDED IN THE COST FOR OTHER ITEMS.
EDGE OF ROADWAY (GRAVEL)
2. THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION OF ITS WORK WITH EXPERIENCED PERSONNEL. 2. SEE SCDOT STANDARD DRAWING 203-905-00.
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.
RIGHT OF WAY (ROW OR R/W)
4. LOCATION OF CONSTRUCTION STAGING AREA IS THE RESPONSIBILITY OF THE CONTRACTOR.
EASEMENT LINE
5. IN PERFORMING THE WORK UNDER THIS PROJECT, THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR
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
ELECTRIC UTILITY
DISCHARGE OF OILY, GREASY OR CHEMICAL WASTES INTO WATERWAYS AND TRIBUTARY SEWERS WILL
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.
EXISTING STORM DRAIN PIPE
THE COST OF THIS ITEM IS INCIDENTAL TO THE PROJECT.
PROPOSED ROADWAY CENTER LINE (C/L)
7. WHEN CLEARING AND GRUBBING THE PROJECT AREA CONTRACTOR MUST ESTABLISH 16'-0" VERTICAL CLEARANCE
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
POWER POLE
1. THE CONTRACTOR SHALL GIVE A 3-WORKING DAYS NOTICE TO PALMETTO UTILITIES PROTECTION SERVICE
GUY WIRE
(PUPS) BY CALLING 811. 3-WORKING DAYS NOTICE SHALL ALSO BE GIVEN TO THE OWNERS OF
UNDERGROUND UTILITIES SHOWN ON THE PLANS WHO ARE NOT MEMBERS OF A REGISTERED TP
TELECOM BOX
UNDERGROUND PROTECTION SERVICE.
2. WATER VALVE BOXES AND SEWER MANHOLE FRAMES AND COVERS SHALL BE ADJUSTED BY THE CONTRACTOR
(RAISED OR LOWERED) TO MATCH THE ROADWAY PROFILE. NO ADDITIONAL PAYMENT WILL BE MADE FOR MAILBOX
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
SIGN
MATERIALS NECESSARY TO COMPLETE THIS ITEM.
SEWER MANHOLE
3. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE S
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 SURVEY CONTROL POINT
THE DRAWINGS. IT IS THEREFORE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THAT THE PROPER
COORDINATION WITH THE VARIOUS UTILITY OWNERS HAS BEEN PERFORMED.
PROPERTY MONUMENT FOUND
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
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 BRIARCLIFF DRIVE
ABOVE. THIS LUMP SUM COST SHALL INCLUDE SIGNS, BARRICADES, DRUMS, CONES, LIGHTS, AND OTHER
TH CARO U
TH CARO
L
6 CHESTERFIELD COUNTY, S.C.
ITEMS AS REQUIRED TO COMPLETE THIS WORK. S O U L IN A S O D PROFESSIONA L E IN A 5
A. MORTON E N
S G 4
C THOMAS N E N No. 37552 IN GENERAL
E R ASSOC A IA N T D E S,INC T IO P A CI L R E E J R 3
T IF NO. 5223 IZ A T R E R CONSTRUCTION NOTES
IC
A TE OF AUTH O
R IC
K A MER EW E T
H
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
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. 5
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LORTNOC]mslx.523270_SCS_41844OP[\teehS
lortnoC
yevruS\seliF
gnikroW\TMA_tnuoC
dleifretsehC_evirD
ffilcrairB_55210-52\5202\TODCN\stcejorP\:E
Docusign Envelope ID: 0873236B-FC8F-4423-A11D-6CB313D7B47D
FED. RD.
STATE COUNTY PROJECT ID ROAD/ROUTE NO. SHEET NO.
DIV. NO.
3 SC CHESTERFIELD PO44814 BRIARCLIFF DR 5A
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
BRIARCLIFF_DR 2+40.83 -28.59 1027119.52 2319154.68 IP_ 1INOP PSC 1 BRIARCLIFF_DR 0+48.45 20.21 1027307.5580 2319218.1980 202.42 REBAR & CAP BM1 S-538_MCMILLIAN 0+71.43 -24.67 1027358.4460 2319274.1070 198.42 REBAR & CAP STAMPED
BRIARCLIFF_DR 4+50.38 29.84 1026972.41 2318994.69 IP_ 1INOP PSC 2 BRIARCLIFF_DR 8+04.16 -24.30 1026641.1970 2318859.8850 248.02 REBAR & CAP BM2 BRIARCLIFF_DR OUT OF LIMITS 1026613.2220 2318207.3350 253.64 REBAR & CAP STAMPED
BRIARCLIFF_DR 4+46.73 -30.15 1026944.49 2319047.91 IP_ 1INOP PSC 3 BRIARCLIFF_DR 10+93.62 -37.16 1026407.1150 2318653.4470 261.16 REBAR & CAP
BRIARCLIFF_DR 8+58.69 -28.56 1026591.77 2318836.47 IP_1.25INOP BENT PSC 4 BRIARCLIFF_DR OUT OF LIMITS 1026756.3310 2317976.9700 240.49 REBAR & CAP
BRIARCLIFF_DR 8+59.71 34.67 1026622.32 2318781.10 IP_ 1INOP MSC 1 BRIARCLIFF_DR 4+24.45 -24.73 1026966.2360 2319054.7650 222.35 REBAR & CAP
BRIARCLIFF_DR 10+10.33 -34.47 1026457.09 2318750.48 IP_ 1INOP
BRIARCLIFF_DR OUT OF LIMITS 1026451.20 2318539.52 IP_ 1INOP
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
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: July 11th, 2025 through July 15th, 2025 PROJECT DESCRIPTION 7/30/2025 | 5:29:58 PM EDT
Briarcliff Dr Improvements
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 PSC 2 with a Northing of 1026641.1970 and an Easting of 2318859.8850. 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 0.99933263. 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 BM 1 with an elevation of 198.42
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
3 S.C. CHESTERFIELD BRIARCLIFF 5B 24
N
2
PROPOSED CURVE DATA
2 R
E
L
O CURVE 1
C
.
P P.I. = 11+64.92
O
T
1 D
=
2
2
2 T = 74.98'
+
2
7 L = 120.49'
.
4
0
E = 29.65'
0
R = 80.00'
2
9
1
Beginning chain BRI description
===============================================================================
8
Point 102 N 1,026,485.30 E 2,318,539.77 Sta 10+00.00
1
Course from 102 to PC BRI1 S 62 degrees 18' 45.18" E Dist 89.93
7
Curve Data
1
*----------*
Curve BRI1
P.I. Station 11+64.92 N 1,026,408.67 E 2,318,685.80
6 Delta = 86 degrees 17' 31.50" (LT)
1
Degree = 71 degrees 37' 11.01"
Tangent = 74.98
Length = 120.49
Radius = 80.00
5
1 External = 29.65
Long Chord = 109.42
Mid. Ord. = 21.63
P.C. Station 10+89.93 N 1,026,443.52 E 2,318,619.41
4
1 P.T. Station 12+10.42 N 1,026,472.68 E 2,318,724.87
C.C. N 1,026,514.36 E 2,318,656.58
Back = S 62 degrees 18' 45.18" E
Ahead = N 31 degrees 23' 43.31" E
3
1 Chord Bear = N 74 degrees 32' 29.06" E
Course from PT BRI1 to 103 N 31 degrees 23' 43.31" E Dist 1,016.98
1
0
2
1 Point 103 N 1,027,340.76 E 2,319,254.65 Sta 22+27.40
1
1
0
0
.
R
0 E ===============================================================================
0 L
O
C Ending chain BRI description
+ .
0 P
3 T
1
.
9
=
9
8
= 1
2
+ +
0 1 0
T 1 . 4
2
O
P
. =
C
C
O
L P
.
E
C 7
R BRIARCLIFF DRIVE
O
6 CHESTERFIELD COUNTY, S.C.
L TH CARO U TH CARO L
R E S O U L IN A S O D PROFESSIONA L E IN A 5
A. MORTON E N
S G 4
C THOMAS N E N No. 37552 IN REFERENCE DATA
E R ASSOC A IA N T D E S,INC T IO P A CI L R E E J R 3
T IF NO. 5223 IZ A T R E R AND STAKEOUT SHEET
IC
A TE OF AUTH O
R IC
K A MER EW E T
H
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
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. 5B
cturner
2/28/2026
X:\Charleston\24-0606.002 - Biarcliff Road\05-CAD\ROAD\Preliminary Design\rBriarcliff_ref.dgn

6 6
N
RELOC. POT =
10+00.00
M
11" BP
C L
U S T E
R
(A O F
L/P T FO P P R O X 3 L 5 E ) Y L A N D C Y P R E
S
S
W
O O C O 11. 5 D N ' S C 6.5" FD 10.5" OAK
14" FD 0 39" CHERRY
0
.
0
5
13' L 5" FD
CLUSTER ( O A F P P L R E O Y X L A 3 N 5 D ) CYPRESS INV=241.29' C 1 O 5" N RC C INV=240.23' + 6 1 7 CLUSTER OF LEYLAND CYPRESS T (APPROX 35) . T
A E
T E
S H
S
E
M M E
N
I E
L
S
INV=248.31' 15" RC
RIPRAP
H
INV=246.86'
C
RIPRAP
T
FO 22' CONC
A
T
T 10' UTILITY EASEMENT CLUSTER OF M UT M PER PB 41 PG 146 LEYLAND CYPRESS E 50" CM
37" CM 31" BP 16" OAK
6
24.01
+21
=
TP
.COLER
1
0
+
0
0
RELOC. PC = 10+89.93
1
1 +
0 0
12+00
13+00 14+00 15+00 16+00 '11
'11
FED. RD. STATE COUNTY PROJECT ID ROAD/ROUTE DWG. SHEET TOTAL
DIV. NO. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD BRIARCLIFF 24
BEGIN CONSTRUCTION
SURVEY STA. 10+40.00
BRIARCLIFF DRIVE
T
O
T
A T
L A
FF 5
A C R D J O
X
M A CC 22 33 5 0 ' T 11 00 '' 0 ' T A
EPBHP '' A P
AB 5N# P E
R
G
E
4
1
1
5 L
:
2
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P P P
A
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4
6 T O
EGG G 0 O E
1 R 1 1D 0 E X
R
E C
4
6
2
8 5
O
N
0
0 0 0
X
I S T
I S
T TAX MAP#: 246 000 000 095 6
O DAVID W & MELISSA C RUSSELL
0
R 9 DB 474 PG 413
D 2 F PB C PG 81H TAX MAP#: 246 000 000 099
: 1 6 TOTAL ACREAGE PER RECORD: 2.12 ANDREAS BRAUN
1 '
. TAX MAP#: 246 000 000 100 DB 520 PG 309
0 3 C ANDREAS BRAUN PB 34 PG 155 3 DB 520 PG 309 TOTAL ACREAGE PER RECORD: 1.05 0 11' CONSTRUCT 14' DRIVEWAY WITH PB 34 PG 155 ' 11' 10' RADIUS (LT) & 15' RADIUS (RT) TOTAL ACREAGE PER RECORD: 1.06
(TIE TO EXISTING) REMOVE OLD 15" RCP
REPLACE WITH NEW 15" RCP
CONSTRUCT 13' DRIVEWAY L=13' F WITH 15' RADII 18 ' PRESENT 60' R/W UNPAVED (TIE TO EXISTING) INV. 240.95
C (PER PB C PG 81H ) F28' C28' C28' C30' C29' C29'
3 INV. 241.87 C27'
C27'
0
'
F17'
F17' F15' REMOVE EXIST. 15" RCP CONSTRUCT 11.5' DRIVEWAY 14' REPLACE WITH NEW 15" RCP WITH 15' RADII GRAVEL L=30' (TIE TO EXISTING)
MOVING ITEMS. NO 1 & NO. 2
C
2 10
8 BRIARCLIFF DRIVE
'
INV. 247.66 INV. 246.46
C28'
C27'
C30'
T O T A L
J O
A
T
C
H A
R
N X
E D P
M
& A B B
A
G T
P
4 5 E R 1 4 # A P 6 : P C E 2 P G Y 4 R G 6 1 L 4 5 0 L 6 7 0 A 7 0 N 0 G 0 0 D 0 O 9 N 1
C27'
TAX
C
M
2
A
7
P
'
#: 246 000 000 090
C30' PRES
(P
E
E
N
R
T
P
6
B
0 '
4
R
1
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PG
U
1
N
4
P
6
A
)
VED CC2299'' CC2288'' CC3300'' CC2299'' C29'
R E C JOHN LANGDON TAX MAP#: 246 000 000 088
O R D DB 515 PG 1285 CONSTRUCT 22' DRIVEWAY OLIN B LAYTON & PAULA J LAYTON
3 : 1 .5 PB 41 PG 146 WITH 15' RADII JOINT SURVIORSHIP
5 TOTAL ACREAGE PER RECORD: 0.91 (TIE TO EXISTING) DB 565 PG 535
PB 34 PG 155
TOTAL ACREAGE PER RECORD: 2.19
4
5
5 BRIARCLIFF DRIVE
S O U T
A
H
. M
C
O
A
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R
TO
O
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L IN A S O U
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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
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T
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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.:
X:\Charleston\24-0606.002 - Biarcliff Road\05-CAD\ROAD\Preliminary Design\rBriarcliffRdpf.dgn
cturner
2/28/2026
06_Plan_Sheet_20

7 7
N
9" PINE WOODS
6.5" FD 10.5" FD
M 25" PINE E 12" CM 8" CM 14.5' 5" WO A M GRAVEL 10" CM T
T 8.5" FD 31.5" LO T WOODS
C
S
H INV=214.55' 15" RC INV BURIED
L D EI
E I R U B V
N
E V NI
E
S
H S
E T
BM#1 - 24" REBAR
E A W/ ALUMINUM CAP
T .
1 RIPRAP
C R
" 81 6 INV=213.68' 15" RC
6 INV=212.84'
+ RIPRAP 11.5'
5 T GRAVEL
0 T MSC1 '
5
. 0
E
L/P 10' L/P T FO 9. 9 91=
0 M CONC V NI WOODS
7
04.72
+22
=
TOP
.COLER
17+00 18+00 19+00 20+00 21+00 22+00
R1-1-30
CONSTRUCT 14.5' DRIVEWAY
WITH 10' RADIUS (LT) & 15' RADIUS (RT)
(TIE TO EXISTING)
CONSTRUCT 10' DRIVEWAY
WITH 15' RADII
(TIE TO EXISTING)
'11
'11
'11
'11
END CONSTRUCTION
SURVEY STA. 22+18.98
BRIARCLIFF DRIVE
INV. = 199.38
APPLY 100' OF 4" 35' R
DOUBLE YELLOW CENTERLINE
BRIARCLIFF DRIVE
35' R
INV. = 199.71
APPLY 23' OF 24" STOPLINE
SEE STD. DWG. 625-305-00
1-3P-14
FED. RD. STATE COUNTY PROJECT ID ROAD/ROUTE DWG. SHEET TOTAL
DIV. NO. NO. NO. NO. SHEETS
3 S.C. CHESTERFIELD BRIARCLIFF 24
(
( P
P
E
E
R
R P
P
SR S
C
R
C E
E
D
D S
S
OE
OE
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TN
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T
F
I L 3 I L 3 7
7 E E .
N
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5
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0 3
1 3
.
. 3
7 3 9
9
5
5
)
)
TAX MAP#: 246 000 000 099 TAX MAP#: 246 000 000 052 TAX MAP#: 246 000 000 080
ANDREAS BRAUN DANIEL S CASTOR JUDY S KNIGHT
DB 520 PG 309 DB 555 PG 217
DB 508 PG 655
PB 34 PG 155 PB 34 PG 155 0
PB 34 PG 155
TOTAL ACREAGE PER RECORD: 1.05 TOTAL ACREAGE PER RECORD: 1.05 TOTAL ACREAGE PER RECORD: 1.07
REMOVE EXIST. 15" RCP
PLACE 15" RCP
L=15'
INV. 213.61
PRESENT 60' R/W UNPAVED REMOVE EXIST. 18" RCP C32'
F30' PLACE 18" RCP C30' C29' (PER PB 41 PG 146 ) L=57'
C27' INV. 214.21
C29' C29' C29' C29' C29'
C26' C26'
PSC1
REMOVE EXIST. 15" RCP
PLACE 15" RCP
L=17'
INV. 213.69 MOVING ITEMS. NO. 3,
0
5 NO. 4, & NO. 5
C26' CC2277'' C29' CC2288'' CC2288'' PRESENT 60' R/W UNPAVED PRESENT 60' R/W UNPAVED C29'
(PER PB C PG 61J)CC2277'' CC3300'' CC2299'' CC2288'' C28' (PER PB 34 PG 155) CC2299''
C37'
INV. 212.72
TAX MAP#: 246 000 000 086
THE TRUSTEE OF JANE JACOB
DB 531 PG 101
TAX MAP#: 246 000 000 087 PB 34 PG 155
MARVIN L & ALICE J DAVIDSON TOTAL ACREAGE PER RECORD: 1.05
DB 430 PG 954
PB C PG 61J
TOTAL ACREAGE PER RECORD: 1.01 1 1
9
(
P
E
R
P
SR
C
E
D
S
5 BRIARCLIFF DRIVE OE
TN
0 10' 20' 40' C E R T IF S IC O A U A T S T E S A H O N O T . C M H O C A F I O . O A N M A 5 A T R 2 D A R E U T 2 S S O O 3 T ,I H N L N O I C N R A IZ A T I N O P A T R S I O C E C N I K S U L E D N T P A R H O o M F . E C E S 3 R A S 7 I E O R 5 N W O A 5 L E L E 2 R T N I E G N E IN H A 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 4 2 1 CHES P T L ER A FI N EL D S H CO E U E NT T Y, SC F I L E N O 1 3 . 3 9 T 3 7 . 5 ' R / W
NORTH CHARLESTON, SC 29405 5
SCALE: 1" = 20' (843)-608-8902 COA NO. 5223 )
WWW.AMTENGINEERING.COM REV. NO. BY DATE DESCRIPTION OF REVISION SCALE:1" = 20' DWG. NO.:
X:\Charleston\24-0606.002 - Biarcliff Road\05-CAD\ROAD\Preliminary Design\rBriarcliffRdpf1.dgn
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3/3/2026
06_Plan_Sheet_20