ATTACHMENT_B_Orangeburg_and_Mallard_Intersection_Plans_20260227.pdf

Hydraulic Design Reference for these plans is the:

Hydraulic Design Studies"

Edition of SCDOT's "Requirements for

NPDES PERMIT INFORMATION

Acre(s) Disturbed Area =

Approximate Location of Roadway is

Begin

Latitude

Longitude

Latitude

Longitude

End provided by:

Hydraulic and NPDES Design

Stantec Consulting

Acre(s)

80º14'54"

Project Area =

FOR

PROPOSED PLANS

TOTAL

MILES

MILES

NET LENGTH OF PROJECT MILES

NET LENGTH OF BRIDGES MILES

NET LENGTH OF ROADWAY MILES

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

MILESNET LENGTH OF SIDE STREETS

LAYOUT

SCALE 1 INCH = FEETN.T.S.

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

www.SC811.COM

SOUTH CAROLINA 811 (SC811)

CALL 811

YES / NO

RAILROAD INVOLVEMENT?

X

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS SC USCG

YES

YES

YES

X

X NO

NO

NO

NO

USACE X N/A

INDEX OF SHEETS

SHEET NO. SHEET SUBTOTALSDESCRIPTION

Design Reference for these plans is the:

SCDOT ROADWAY DESIGN MANUAL

0.11

0.11

0.11

0.23

0.23 www.stantec.com

Fax: 843.740.7707

Tel: 843.740.7700

North Charleston, SC 29418

4969 Centre Pointe Drive, Suite 200

Stantec Consulting Services No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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CONSULTING ENGINEERING FIRM ENGINEER OF RECORD

DATE

FOR CONSTRUCTION :

No. 24051 R E

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SILLIG TERB

0.86

2.86

33º2'33"

0.12

0.12

0.12

S-22S-58

ADT

ADT2026 15,100

TRAFFIC DATA

TRUCKS

S-22

27,200

ADT

ADT2026 11,200

TRAFFIC DATA

TRUCKS

S-58

17,300

33º2'29"

80º14'57"

DORCHESTER COUNTY

SHEETS

TOTAL

NO.

SHEET

INTERSECTION IMPROVEMENTS

S-22 (ORANGEBURG ROAD) & S-58 (MALLARD ROAD)

0.23

DORCHESTER COUNTY PROJECT 24TSYR

CROSS SECTIONS

EROSION CONTROL PLAN

PAVEMENT MARKING & SIGNING PLAN

TRAFFIC CONTROL PLAN

PROFILE SHEETS

PLAN SHEETS

GENERAL CONSTRUCTION NOTE

SURVEY CONTROL & REFERENCE DATA SHEET

PROPERTY STRIP MAP

R/W DATA SHEET

TYPICAL SECTIONS

MOVING ITEMS

SUMMARY OF ESTIMATED QUANTITIES

R/W TITLE SHEET

TITLE SHEET

TOTAL

X1-X9

EC1-EC3

PM1

TC1-TC2

11-12

6-10

5B

5A

4A

2A

1A

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

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025 EDITION) AND THE STANDARD

CONFORM TO THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL

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

U s e r a b a r r

U S P

P F S

S 1\ s h a r e d p r o j e c t s t r a n s p o r t a t io n r o a d w a y d r a w in g s p la n s h e e t s 1_ t s h f in a l.

d g n

STA. 117+05.00

S-58 (MALLARD ROAD)

END CONSTRUCTION

STA. 3+35.00

S-22 (ORANGEBURG ROAD)

END CONSTRUCTION

STA. 109+27.40

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

STA. 0+29.50

S-58 (BUTTERNUT ROAD)

BEGIN CONSTRUCTION

STA. 1+40.46

S-58 (BUTTERNUT ROAD)

END CONSTRUCTION

STA. 0+31.00

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

2/27/2026

Hydraulic Design Reference for these plans is the:

Hydraulic Design Studies"

Edition of SCDOT's "Requirements for

NPDES PERMIT INFORMATION

Acre(s) Disturbed Area =

Approximate Location of Roadway is

Begin

Latitude

Longitude

Latitude

Longitude

End provided by:

Hydraulic and NPDES Design

Stantec Consulting

Acre(s)

80º14'54"

Project Area =

FOR

PROPOSED PLANS

TOTAL

MILES

MILES

NET LENGTH OF PROJECT MILES

NET LENGTH OF BRIDGES MILES

NET LENGTH OF ROADWAY MILES

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

MILESNET LENGTH OF SIDE STREETS

LAYOUT

SCALE 1 INCH = FEETN.T.S.

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

www.SC811.COM

SOUTH CAROLINA 811 (SC811)

CALL 811

YES / NO

RAILROAD INVOLVEMENT?

X

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS SC USCG

YES

YES

X NO

NO

NO

NO

USACE X N/A

INDEX OF SHEETS

SHEET NO. SHEET SUBTOTALSDESCRIPTION

Design Reference for these plans is the:

SCDOT ROADWAY DESIGN MANUAL

0.11

0.11

0.11

0.25

0.25 www.stantec.com

Fax: 843.740.7707

Tel: 843.740.7700

North Charleston, SC 29418

4969 Centre Pointe Drive, Suite 200

Stantec Consulting Services No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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CONSULTING ENGINEERING FIRM ENGINEER OF RECORD

DATE

FOR CONSTRUCTION :

No. 24051 R E

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0.98

2.98

33º2'33"

0.14

0.14

0.14

S-22S-58

ADT

ADT2026 15,100

TRAFFIC DATA

TRUCKS

S-22

27,200

ADT

ADT2026 11,200

TRAFFIC DATA

TRUCKS

S-58

17,300

33º2'29"

80º14'57"

DORCHESTER COUNTY

Date

For Right of Way Acquisition:

Consultant Engineer of Record

1A

SHEETS

TOTAL

NO.

SHEET

INTERSECTION IMPROVEMENTS

S-22 (ORANGEBURG ROAD) & S-58 (MALLARD ROAD)

0.25

DORCHESTER COUNTY PROJECT 24TSYR

TOTAL

X1-X10

EC1-EC3

PM1

TC1

11-12

6-10

5B

5A

4A

CROSS SECTIONS

EROSION CONTROL PLAN

PAVEMENT MARKING & SIGNING PLAN

TRAFFIC CONTROL PLAN

PROFILE SHEETS

PLAN SHEETS

GENERAL CONSTRUCTION NOTE

SURVEY CONTROL & REFERENCE DATA SHEET

PROPERTY STRIP MAP

R/W DATA SHEET

TYPICAL SECTIONS

SUMMARY OF ESTIMATED QUANTITIES

R/W TITLE SHEET

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

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025 EDITION) AND THE STANDARD

CONFORM TO THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL

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

U s e r a b a r r

U t r a n s p o r t a t io n r o a d w a y d r a w in g s p la n s h e e t s 1_ t s h .d g n

STA. 117+05.00

S-58 (MALLARD ROAD)

END CONSTRUCTION

STA. 4+96.00

S-22 (ORANGEBURG ROAD)

END CONSTRUCTION

STA. 109+27.40

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

STA. 0+29.50

S-58 (BUTTERNUT ROAD)

BEGIN CONSTRUCTION

STA. 1+40.46

S-58 (BUTTERNUT ROAD)

END CONSTRUCTION

STA. 0+31.00

S-22 (ORANGEBURG ROAD)

SECTION UNITQUANTITYITEM SECTION ITEM UNITQUANTITY

SUMMARY OF ESTIMATED QUANTITIES

LS1031000 MOBILIZATION 1.000

LS1032010 BONDS AND INSURANCE 1.000

EA1050800 CONSTRUCTION STAKES, LINES & GRADES 1.000

EA6301100 PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 9.000

EA6092155 TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.-4"X4" 18.000

ACRE8100100 PERMANENT COVER 0.627

ACRE8100200 TEMPORARY COVER 1.254

LB8104005 FERTILIZER (NITROGEN) 62.700

LB8104015 FERTILIZER (POTASH) 62.700

ACRE8109901 MOWING 3.762

ACRE8101110 STRAW OR HAY MULCH TACKIFIER 3.653

LF609115B PAVEMENT MARKINGS (TEMP-PAINT) 4" YELLOW SOLID LINES 2,868.000

LB8105005 AGRICULTURAL GRANULAR LIME 1,254.000

GAL8109050 SELECTIVE WATERING 54,300.000

LF6271010 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMOPLASTIC - 90 MIL. 1,385.000

LF609115A PAVEMENT MARKINGS (TEMP-PAINT) 4" WHITE SOLID LINES 2,770.000

LS1080300 CPM PROGRESS SCHEDULE 1.000

LS2012000 CLEARING & GRUBBING WITHIN ROADWAY 1.000

TON3059900 MAINTENANCE STONE 80.000

LF7143618 18" SMOOTH WALL PIPE 161.000

TON8041020 RIP-RAP (CLASS B) 28.000

EA7199100 BEVELING OF PIPE END 4.000

LS8091050 RIGHT OF WAY PLAT 1.000

ACRE8151203 HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 0.110

LS6011000 TRAFFIC CONTROL 1.000

CY2033000 BORROW EXCAVATION 400.000

TON4011004 LIQUID ASPHALT BINDER PG64-22 60.000

SF6051120 PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 368.000

LF609105A PAVEMENT MARKINGS(TEMP-PAINT) 4" WHITE BROKEN LINES 388.000

LF609135A PAVEMENT MARKINGS (TEMPORARY-PAINT)-24"WHITE SOLID LINES 584.000

EA609160A PAVEMENT MARKINGS (TEMPORARY PAINT) WHITE SINGLE ARROW 8.000

EA609180A PAVEMENT MARKINGS (TEMPORARY PAINT) WHITE WORD 'ONLY' 8.000

EA6092100 TEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.-4"X4" 10.000

LF6271005 4" WHITE BROKEN LINES (GAPS EXCL.) THERMOPLASTIC - 90 MIL. 194.000

LF6271025 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 292.000

EA6271030 WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO- 125 MIL. 4.000

EA6271035 WHITE WORD MESSAGE "ONLY" THERMO- 125 MIL. 4.000

EA6300005 PERMANENT CLEAR PAVEMENT MARKERS BI-DIR.- 4"X4" 5.000

SF6510105 FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 21.000

LF6531210 U-SECTION POST FOR SIGN SUPPORTS - 3P 42.000

LF7149999 CLEANING EXISTING PIPE 36.000

SY8048210 GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP (CLASS 2) TYPE C 4.000

EA8091010 RIGHT OF WAY MARKER (REBAR & CAP) 14.000

LB8104010 FERTILIZER (PHOSPHORIC ACID) 62.700

S-22/S-58N/A

S-58/S-22 2

SUMMARY OF ESTIMATED QUANTITIES

TON4020310 ASPHALT BASE COURSE - TYPE A 500.000

TON4040320 ASPHALT SURFACE COURSE TYPE B 330.000

LF8152007 SEDIMENT TUBES 195.000

SY8156490 STABILIZED CONSTRUCTION ENTRANCE 550.000

CY8154010 CLEANING SILT BASINS 4.000

CY2103000 FLOWABLE FILL 3.000

MI6321000 MILLED-IN RUMBLE STRIP 0.262

SY4012100 FULL DEPTH ASPH. PAV. PATCHING 10" UNIFORM 50.000

TON4030320 ASPHALT INTERMEDIATE COURSE TYPE B 160.000

SY4013120 MILLING EXISTING ASPHALT PAVEMENT 2.0" 2,500.000

CY2031000 UNCLASSIFIED EXCAVATION 907.000

CY2034000 MUCK EXCAVATION 100.000

LF2034518 18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 81.000

LF6271074 4" YELLOW SOLID LINES (PVT. EDGE LINES) THERMO - 90 MIL. 1,434.000

LF6750278 FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 30.000

LF6770388 FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 780.000

EA6800499 FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL 1.000

EA6825021 FURNISH & INSTALL 40' WOOD POLE - CLASS II-CCA TREATED(0.60) 2.000

EA6825045 FURNISH & INSTALL 3/8" BACK GUY FOR WOOD POLE 2.000

LF6825092 FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 290.000

EA6845655 FURNISH & INSTALL SPLICE-CABINET/FLASHER CABINET 1.000

EA6865736 F&I - 12" 1-WAY-1 SECTION(RED)VEHICLE TRAFFIC SIGNAL 4.000

EA6885991 REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT 1.000

No. 24051 R E

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

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a b a rr

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S -P

P F S

S \s h a re d p ro je c ts \1

\t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0 s e q .d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

S-22/S-58N/A

S-58/S-22 2A

MOVING ITEMS

REMOVAL AND DISPOSAL ITEMS

NO.

ITEM LOCATION

STATIONFEET-RT.orLT.

NEW FENCES

STA. TO STA. LINEAR FT.LT.orRT. DESCRIPTION

DESCRIPTION WORK TO BE DONE OWNER

MOVING ITEMS

NO.

ITEM

STATIONFEET-RT.orLT.

LOCATION

UNITDESCRIPTION OWNERUNITWORK TO BE DONE

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

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P F S

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\t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0

A m o v .d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

LEGEND

4 EXISTING PAVEMENT (RETAIN)

TYPE "A" (650 lbs/sy)

HOT MIX ASPHALT BASE COURSE,

TYPE "B" (200 lbs/sy)

HOT MIX ASPHALT INTERMEDIATE COURSE,

TYPE "B" (200 lbs/sy)

HOT MIX ASPHALT SURFACE COURSE,

DESIGN SPEED

ROUTE MPH

EXCEPTIONS TO DESIGN SPEED

FUNCTIONAL CLASSIFICATION

CLASSIFICATIONROUTE

URBAN MINOR ARTERIAL

TYPICAL SECTIONS

SC 56N.T.S.

URBAN MINOR ARTERIAL

S-22 (ORANGEBURG ROAD)

S-58 (MALLARD ROAD)

S-22 (ORANGEBURG ROAD)

S-58 (MALLARD ROAD)

2' PAVED SHOULDER

8' SHOULDER

8.00%

0.5'

GRADE POINT

PROFILE

RIGHT-TURN LANE

VARIES 0' TO 12'

GROUND LINE

EXISTING

S-58/S-22

11' THROUGH LANE THROUGH LANE

VARIES 10.5' TO 11'

PAVED SHOULDER

VARIES 1' TO 2'

GROUND LINE

EXISTING

STA. 112+51.34 TO 117+05.00

S-58 (MALLARD ROAD)

STA. 0+31.00 TO 2+91.00

S-22 (ORANGEBURG ROAD)

USE THIS SECTION:

4:

GROUND LINE

EXISTING

THROUGH LANE

VARIES 10.5' TO 11'

PAVED SHOULDER

VARIES 1' TO 2'

THROUGH LANE

VARIES 10.5' TO 11'

PAVED SHOULDER

VARIES 1' TO 2'

8.00%

3:

GROUND LINE

EXISTING

SHOULDER

EXISTING

2:1 TO 3:1

VARIES

STA. 109+27.40 TO 111+75.57

S-22 (ORANGEBURG ROAD)

USE THIS SECTION:

EXISTING SLOPEEXISTING SLOPE

EXISTING SLOPE EXISTING SLOPE50:1

WIDTH VARIES

WIDTH

MATCH EXISTING

SHOULDER

RE-GRADE EXISTING

EXISTING PAVEMENT

2" MILL & OVERLAY

EXISTING PAVEMENT

2" MILL & OVERLAY

SCDOT GENERAL NOTES

1. THE PERMITTEE MUST UTILIZE AN SCDOT PRE-QUALIFIED CONTRACTOR FOR ALL WORK

COMPLETED IN SCDOT RIGHT OF WAY

2. CONTRACTOR SHALL REFERENCE MOST CURRENT EDITION OF ALL SCDOT STANDARD

DRAWINGS REFERENCED WITHIN PLAN SET.

3. POINT OF CONTACT FOR RIGHT OF TRANSFER:

MARK A. WESTBURY

SOUTHERN REGION ADMINISTRATOR

PO BOX 308

858 HIGHWAY 15 NORTH

ST GEORGE, SC 29477

843.636.9681

4. POINT OF CONTACT FOR CONSTRUCTION AND INSPECTION CONSTRUCTION AND INSPECTION OF

ALL WORK IN THE SCDOT RIGHT OF WAY:

DANIEL BURTON

SCDOT DISTRICT CONSTRUCTION ENGINEER

843-371-0342

4:1

8' SHOULDER

8.00%

6:

GROUND LINE

EXISTING

4:1

GROUND LINE

EXISTING

THROUGH LANE

VARIES 10.5' TO 11'

PAVED SHOULDER

VARIES 1' TO 2'

THROUGH LANE

VARIES 10.5' TO 11'

PAVED SHOULDER

VARIES 1' TO 2'

EXISTING SLOPEEXISTING SLOPE

STA. 2+91.00 TO 3+35.00

S-22 (ORANGEBURG ROAD)

USE THIS SECTION:

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

RIGHT OF WAY DATA SHEET

S-22/S-58N/A

S-22/S-58

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North Charleston, SC 29418

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/2

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

SCALE IN FEET

50 100 2000

CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO VERIFY DATUM, BENCHMARK, AND CONTROL POINT DATA PRIOR TO

CONTROL AND SURVEY INFORMATION WERE PROVIDED BY COX AND DINKINS, INC. 1.

NOTE:

PROPERTY STRIP MAP

SC 56/HEARON CIRCLE1" = 50'

4A

18.

A.R .B.

PRESENT

' R /W

18.

A.R .B.

PRESENT

' R /W

18.263 A.R.B.

PRESENT 33' R/W

18.245 A.R.B.

PRESENT 33' R/W

18.245 A.R.B.

PRESENT 33' R/W

18.

A.R .B.

PRESENT

' R /W

18.

A.R .B.

PRESENT

' R /W

18.263 A.R.B.

PRESENT 33' R/W

P.B. K-182 A.R.B.

PRESENT TRANS. R/W

P.B. L-185 A.R.B.

PRESENT TRANS. R/W

2 3

+91.93 +14.94

S- -22

(O

RANGEBURG

ROAD)

S- -22

(O

RANGEBURG

ROAD)

S-18-58 (EAST BUTTERNUT ROAD)

+15.31

+72.23

+20.20

+78.54

S-18-58 (MALLARD ROAD)

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

33.00' RT

7+81.97

END NEW R/W

33.00' LT

119+24.05

END NEW R/W

33.00' RT

4+50.22

END NEW R/W

33.00' LT

4+90.22

END NEW R/W

NEW 55' R/W

NEW

TRANS.

R/ W

55.00' LT

4+50.22

75.00' LT

115+00.00

NEW TRANS. R/W

65.00' LT

116+80.00

NEW 65' R/W

65.00' LT

119+15.64

NEW 75' R/W

55.00' RT

7+66.53

75.00' LT

114+30.00

55.00' RT

1+85.00

NEW

' R /W

60.00' LT

4+90.92

60.00' LT

3+55.00

75.00' LT

1+60.03

75.00' LT

0+25.00

55.00' RT

0+65.00

NEW TRANS. R/W

NEW 75' R/W

NEW TRANS. R/W

NEW

' R /W

CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO VERIFY DATUM, BENCHMARK, AND CONTROL POINT DATA PRIOR TO

CONTROL AND SURVEY INFORMATION WERE PROVIDED BY COX AND DINKINS, INC. 1.

NOTE:

S-58/S-22

DATUM INFORMATION

VERTICAL CONTROL

HORIZONTAL CONTROL

COORDINATES

ORIENTATION

SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM

GRID NORTH

NORTH AMERICAN VERTICAL DATUM 1988 - NAVD 88

SOUTH CAROLINA STATE PLANE GRID - NAD 83 (2011)

NORTHING EASTING ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION

BENCHMARK DATA

COMBINED SCALE FACTOR

ID

CP-1 2,229,998.55 49.65' RT 60.26

CP-2 117+81.89 28.62' LT

#5 RBR W/ ALUMINUM DISK

#5 RBR W/ ALUMINUM DISK

440,323.62 BUTTERNUT 0+60.91

MALLARD 60.63440,820.94 2,230,319.08

SURVEY & REFERENCE DATA SHEET

S-58/S-221" = 50'

5A

N: 439,542.584

E: 2,230,340.243

E ,2

,4

.1

N ,9

.9

N: 441,128.034

E: 2,229,804.243

N ,7

.7

E ,2

,6

.6

E: 2,230,072.277

N: 440,350.419

STA. 0+00.00

S-22 (ORANGEBURG ROAD)

STA. 112+51.34

S-58 (MALLARD ROAD)

TIE EQUALITY

E: 2,230,071.951

N: 440,349.871

STA. 0+00.00

S-58 (EAST BUTTERNUT ROAD)

STA. 112+50.70

S-22 (ORANGEBURG ROAD)

STA. 112+50.70

S-58 (MALLARD ROAD)

TIE EQUALITY

0.99985530

1. SURVEY BY: CORNERSTONE SURVEYING & ENGINEERING, INC.

NOTE:

S-18-58 (MALLARD ROAD)

S-18-58 (EAST BUTTERNUT ROAD)

S- 18-

ORANGEBURG

ROAD)

S- 18-

ORANGEBURG

ROAD)

CP-1

CP-2

P O

T .7

P O

T

.0

POT = 8+22.51

P O

T

.7

P O

T

.8

P O

T

.0

P O

T

.1

POT = 104+00.00

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No. C02310

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CONSULTING

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

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a b a rr

U \t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0

A s u rv re f.

d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

INSET

INSET

NTS

PROJECT NOTES

1. PROJECT DESCRIPTION

2. SURVEY AND DESIGN INFORMATION

3. EROSION CONTROL

COMMENTSUNITQUANTITYITEM

GENERAL INCLUSIONS

ACTIVITY BEGINS AND SHOULD BE MAINTAINED UNTIL FINAL STABILIZATION HAS OCCURRED.

SEWER SYSTEM. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED BEFORE GROUND DISTURBING

AROUND EXISTING CATCH BASINS SO AS TO PREVENT SEDIMENT FROM ENTERING THE STORM

SEDIMENT LEAVES THE PROJECT LIMITS. SILT FENCE SHALL BE PLACED WHERE PRACTICAL

S.C.D.O.T. STANDARD DRAWINGS FOR EROSION CONTROL. SILT FENCE SHALL BE PLACED WHERE

EROSION CONTROL MEASURES ON THIS PROJECT SHOULD BE IMPLEMENTED AS DETAILED BY

COMMENTSUNITQUANTITYITEM

EROSION CONTROL INCLUSIONS

SEE INDIVIDUAL CURVES ON REFERENCE DATA SHEET FOR SUPERELEVATION RATE AND DESIGN SPEED, AS APPLICABLE.

QUANTITIES AND MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.

THE FOLLOWING QUANTITIES ARE NOT SHOWN IN DETAIL ON THE PLANS BUT ARE INCLUDED IN THE SUMMARY OF ESTIMATED

SCDOT GENERAL CONSTRUCTION NOTES:

TO THE COLUMBIA OFFICE AS SOON AS POSSIBLE.

THE STANDARD PRACTICES OF THE DEPARTMENT. FORWARD INFORMATION ON ANY PROPOSED CHANGES IN ALIGNMENT DIRECTION OF THE DEPUTY SECRETARY FOR ENGINEERING TO AUTHORIZE MINOR ALTERATIONS NOT IN CONFLICT WITH THE PROJECT OR CHANGES IN ALIGNMENT. THE DISTRICT ENGINEERING ADMINISTRATOR IS PERMITTED UNDER THE THE DEPUTY SECRETARY FOR ENGINEERING MUST SPECIFICALLY AUTHORIZE CHANGES INVOLVING INCREASED COST OF

ENGINEERING DESIGN PERFORMED BY STANTEC CONSULTING, INC.

CONTROL AND SURVEYS PERFORMED BY CORNERSTONE SURVEYING & ENGINEERING, INC.

4. GENERAL EMBANKMENT CONSTRUCTION

ACREPERMANENT COVER 0.627

ACRETEMPORARY COVER 1.254

ACRESTRAW OR HAY MULCH TACKIFIER 3.653

LBFERTILIZER (PHOSPHORIC ACID) 62.700

LBFERTILIZER (POTASH) 62.700

GALSELECTIVE WATERING 54,300.000

ACREMOWING 3.762

SYSTABILIZED CONSTRUCTION ENTRANCE 550.000

LBFERTILIZER (NITROGEN) 62.700

LSMOBILIZATION 1.000

LSBONDS AND INSURANCE 1.000

EACONSTRUCTION STAKES, LINES & GRADES 1.000

LSCPM PROGRESS SCHEDULE 1.000

SFPERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 368.000

LFPAVEMENT MARKINGS (TEMP-PAINT) 4" WHITE SOLID LINES 2,770.000

LFPAVEMENT MARKINGS (TEMP-PAINT) 4" YELLOW SOLID LINES 2,868.000

EAPAVEMENT MARKINGS (TEMPORARY PAINT) WHITE SINGLE ARROW 8.000

EAPAVEMENT MARKINGS (TEMPORARY PAINT) WHITE WORD 'ONLY' 8.000

EARIGHT OF WAY MARKER (REBAR AND CAP) 14.000

LSRIGHT OF WAY PLAT 1.000

PER CONTRACT DOCUMENTS

PER CONTRACT DOCUMENTS

PER CONTRACT DOCUMENTS

PER CONTRACT DOCUMENTS

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

FOR TRAFFIC CONTROL

WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

FOR ALL DISTURBED AREAS

FOR ALL DISTURBED AREAS

FOR ALL DISTURBED AREAS

FOR ALL DISTURBED AREAS

FOR ALL DISTURBED AREAS

FOR ALL DISTURBED AREAS

FOR ALL DISTURBED AREAS

WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

BORROW WILL BE PLACED IN ACCORDANCE WITH SECTION 205 OF THE SCDOT 2025 STANDARD

203.2.1.8 OF SCDOT 2025 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

ALL ROADWAY FILL MATERIAL WILL MEET THE BORROW EXCAVATION REQUIREMENTS ON SECTION

WESTBOUND MALLARD ROAD.

INSTALLATION OF RIGHT TURN LANES AT THE APPROACHES OF SOUTHBOUND ORANGEBURG ROAD, AND

MAJOR WORK ITEMS INCLUDE:

S-18-22 (ORANGEBURG ROAD) AND S-18-58 (MALLARD ROAD).

THE PROJECT IS LOCATED IN DORCHESTER COUNTY, SOUTH CAROLINA AT THE INTERSECTION OF

LFPAVEMENT MARKINGS(TEMP-PAINT) 4" WHITE BROKEN LINES 388.000

LFPAVEMENT MARKINGS (TEMPORARY-PAINT)-24"WHITE SOLID LINES 584.000

EATEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.-4"X4" 10.000

LBAGRICULTURAL GRANULAR LIME 1,254.000

CYBORROW EXCAVATION 140.000

CYMUCK EXCAVATION 100.000 WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

WHERE DIRECTED BY ENGINEER

CYCLEANING SILT BASINS 4.000

LFCLEAN EXISTING PIPE 36.000

WHERE DIRECTED BY ENGINEER

TONMAINTENANCE STONE 80.000

TONFULL DEPTH ASPH. PAV. PATCHING 10" UNIFORM 80.000

S-22/S-58N/A

S-8-24 5B

GENERAL CONSTRUCTION NOTE

AS NEEDED FOR MUCK EXCAVATION

LF18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 81.000

EATEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.-4"X4" 18.000

5. OVERHEAD FLASHER INSTALLATION

WITH APPLICABLE SCDOT STANDARD DRAWINGS AND SUPPLEMENTAL SPECIFICATIONS.

INSTALL NEW OVERHEAD FLASHER SYSTEM PER THE SPECIAL PROVISIONS AND IN ACCORDANCE

FLASHER) SYSTEM THROUGHOUT PROJECT DURATION.

PROVIDE CONTINUITY OF OPERATIONS FOR THE INTERSECTION CONTROL BEACON (OVERHEAD

No. 24051 R E

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No. C02310

SERVICES, INC.

CONSULTING

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

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U

S -P

P F S

S \s h a re d p ro je c ts \1

\t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0

B g e n c o n s tr n o te s .d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

S-18-22 6

1" = 20' S-18-22

PLAN SHEET

S E

E S

H E

E T

S T

A

M A

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H L

IN

E

ALIGNMENT CONTROL CAN BE FOUND ON REFERENCE DATA SHEET1.

NOTES:

ELECTRICAL

GAS

WATER

COMMUNICATIONS

UTILITIES LOCATED ON PROJECT

SEWER

BERKELEY ELECTRIC COOPERATIVE - KEVIN MIMMS - (843) 499-2507

DOMINION ENERGY - VICTOR FLEIFEL - (864) 764-4057

DORCHESTER COUNTY WATER & SEWER - JASON COFFMAN

HOME TELEPHONE - SCOTT PATE - (843) 761-9538

AT&T - ANDY FOLZ - (843) 513-7408

CHARTER - JOHN PIPPIN

DORCHESTER COUNTY WATER & SEWER - JASON COFFMAN

DORCHESTER WATER AUTHORITY - RICHARD MURDAUGH - (843) 709-0675

No. 24051 R E

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SERVICES, INC.

CONSULTING

STANTEC

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

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a b a rr

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

SCALE IN FEET

20 40 800

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

30'C 30'C

18" RCP

IE: 55.24'

IE: 55.30'

18" RCP

IE: 55.57' IE: 56.16'

15" RCP

IE: 55.77'

IE: 56.06'

IPF 5RBR

IPF 4RBRIPF 4RBR

104 105 106 107 108 109

S-18-22 (ORANGEBURG ROAD)

STA. 109+27.40

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

RETAIN EXISTING PIPE

RETAIN EXISTING PIPE RETAIN EXISTING PIPE

CROSS SECTIONS

CLEAN DITCH PER

S

S-18-22 7

1" = 20' S-18-22

S E

E S

H E

E T

S T

A

M A

T C

H L

IN

E

S E E S

H E E T

S

TA

. 1

+5

M A

TC

H

LI

N E

S E E S

H E E T

S

TA

. 1

+5

M A

TC

H

LI

N E

S E

E S

H E

E T

S T

A

M A

T C

H L

IN

E

PLAN SHEET

SEE SHEET 8 FOR PIPE TABLE2.

ALIGNMENT CONTROL CAN BE FOUND ON REFERENCE DATA SHEET1.

NOTES:

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CONSULTING

STANTEC

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

SCALE IN FEET

20 40 800

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

49'C 56'C

55'C

52'C

46'C

37'C

'C

'C

30'C 30'C 30'C 29'C 32'C

30'C

46'C

'C

15" RCP

IE: 58.24' IE: 58.23'

15" RCP

IE: 56.76' IE: 56.57'

15" RCP

IE: 58.79' IE: 58.83'

18" RCP

IE: 57.58'

IE: 58.06'

18" RCP

END NOT FOUND

IE: 57.17'

IPF 1OT DIST

IPF 4RBR

IPF 1OT

IPF 5RBR

BOLTED LID

SMH

RIM: 62.04'

18.263 A.R.B.

PRESENT 33' R/W

18.263 A.R.B.

PRESENT 33' R/W18.245 A.R.B.

PRESENT 33' R/W

18.263 A.R.B.

PRESENT 33' R/W

P.B. L-185 A.R.B.

PRESENT TRANS. R/W

S- 18-

58 (EA

ST B

U

TTER

N U T R

O A D

S-18-22 (ORANGEBURG ROAD)

.2

A .R .B

P R E S E

N T

' R

W

+72.23

S-18-22 (ORANGEBURG ROAD)

P O

T

.0

0 1 2 3 110 111 112

P O

T

.7

P O T

.7

P O T = 0+

00.00

+14.94

+15.31

+20.20+91.93 P.B. K-182 A.R.B.

PRESENT TRANS. R/W

+78.60

S (M

A

LLA

R D R

O A D

IPF 5RBR

IPF 1.25OT

RETAIN EXISTING PIPE

11'

12'

10.6'

75' TAPER

90' R

2' PAVED SHOULDER

23.00' LT

0+42.00

11.00' LT

2+91.00

15.00' RT

0+58.54

12.12' RT

2+00.00

21.34' RT

1+38.73

NEW 75' R/W

NEW TRANS. R/W

N E

W

' R

W

75.00' LT

0+25.00

75.00' LT

1+60.03

NEW 55' R/W

NEW TRANS. R/W

55.00' RT

1+85.00

75.00' LT

114+30.00

10' 12'

12'

23.00' LT

0+45.15

23.00' LT

0+85.15

23.00' LT

1+22.08

23.00' LT

1+64.08

NP-104

25.00' LT

113+72.37

46.65' LT

113+47.60

30' R

69' R

23.00' LT

113+49.89

MILL & OVERLAY LIMIT

25' R

11'

11.1'

55.00' RT

0+65.00

STA. 0+31.00

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

NEW 75' R/W

CROSS SECTIONS

CLEAN DITCH PER

NP-102

NP-103

CLOSE DRIVEWAY

10.00' RT

STA. 1+40.46

S-58 (BUTTERNUT ROAD)

END CONSTRUCTION

' S

T O R

A G E

' P

A V E D

S

H O

U L D E R

PLUG & FILL EXISTING PIPE

NEW TRANS. R/W

STA. 0+29.50

S-58 (BUTTERNUT ROAD)

BEGIN CONSTRUCTION

RETAIN EXISTING PIPE

EXISTING PIPE

REMOVE

EXISTING PIPE

REMOVE

EXISTING PIPE

REMOVE

PIPE 25 LF @ 1.33% (NP-105)

EXTEND EX. 18" SMOOTH WALL

23.00' LT

2+16.00

MILL & OVERLAY LIMIT

MILL & OVERLAY LIMIT

185' STORAGE

FOR NEW OVERHEAD FLASHER

NEW WOOD POLE WITH BACK GUY

APPROXIMATE LOCATION SHOWN

INSTALLED BY OTHERS

REMOVE EXISTING SIDEWALK

FOR NEW OVERHEAD FLASHER

NEW WOOD POLE WITH BACK GUY

S-58 (EAST BUTTERNUT ROAD) STA. 0+00.00

S-58 (MALLARD ROAD) STA. 112+50.70

S-22 (ORANGEBURG ROAD) STA. 112+50.70

TIE EQUALITY

S-58 (MALLARD ROAD) STA. 112+51.34

S-22 (ORANGEBURG ROAD) STA. 0+00.00

TIE EQUALITY

S-18-22 8

1" = 20' S-18-22

(M A

LLA

R D R

O A D

S- 18-

S E

E S

H E

E T

S T

A

M A

T C

H L

IN

E

PLAN SHEET

TYPE

HDPE Built

CLASS

RCP Built

GAUGE

SRAP Built

Smooth Wall Options

Node

Description

Node

Station

Node

(ft)

Link Invert

(ft)

Min.

(ft)

Max.

below invert

SPT "N"

Min. Field

(psi)

Pressure

Joint Downstream Fill Height

Smooth Wall Pipe

(ft)

Pipe Length

Slope Node

Description

Node

Station

Node

(ft)

Link Invert

Upstream

Barrels

No. of

Geometry

(in)

DiameterLink ID

S III 16ga

NP-102 18 1 32 0.40 - PIPE INLET 1+59.08 57.64 - PIPE OUTLET 1+27.08 57.51 1.74 1.85 -

NP-103 18 1 32 0.20 - PIPE INLET 0+81.15 57.36 - PIPE OUTLET 0+49.15 57.30 1.12 1.17 -

S III 16ga

NP-104 18 1 72 0.47 - PIPE INLET 0+66.92 57.10 - PIPE OUTLET 0+66.92 56.77 1.35 1.63 -

NP-105 18 1 25 1.33 - PIPE INLET 113+60.66 58.40 - PIPE OUTLET 113+60.66 57.58 1.13 1.51 -

IV 16ga

IV 16ga

BEVEL ENDS OF DRIVEWAY PIPES2.

ALIGNMENT CONTROL CAN BE FOUND ON REFERENCE DATA SHEET1.

NOTES:

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

U s e r:

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

SCALE IN FEET

20 40 800

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

46'C

IPF 1PT

IPF 1OT

IPF .5ROD

3 4 5 6 7 8

P O

T

.5

18.263 A.R.B.

PRESENT 33' R/W

18.263 A.R.B.

PRESENT 33' R/W

S-18-22 (ORANGEBURG ROAD)

18" RCP

IE: 58.75'

IE: 58.95'

33.00' RT

7+81.97

END NEW R/W

33.00' LT

4+90.22

END NEW R/W

BY OTHERS

PROPOSED DRIVEWAY

60.00' LT

3+55.00

60.00' LT

4+90.92

STA. 3+35.00

S-22 (ORANGEBURG ROAD)

END CONSTRUCTION

55.00' RT

7+66.53

NEW 60' R/W

NEW 55' R/W

NEW TRANS. R/W

EXISTING PIPE

RETAIN

APPROXIMATE LOCATION SHOWN

INSTALLED BY OTHERS

REMOVE EXISTING SIDEWALK

APPROXIMATE LOCATION SHOWN

INSTALLED BY OTHERS

REMOVE EXISTING SIDEWALK

S-18-58 9

S-18-581" = 20'

S E

E S

H E

E T

S T

A

M A

T C

H L

IN

E

PLAN SHEET

NO CONSTRUCTION ON THIS SHEET 2.

ALIGNMENT CONTROL CAN BE FOUND ON REFERENCE DATA SHEET 1.

NOTES:

No. 24051 R E

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SERVICES, INC.

CONSULTING

STANTEC

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

U s e r:

a b a rr

U \t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0 p s h b u tt e rn u t.

d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

SCALE IN FEET

20 40 800

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

15" RCP

IE: 58.05' IE: 56.81'

18" RCP

IE: 56.42' IE: 56.45'

S-18-58 (EAST BUTTERNUT ROAD)

2 3 4 5 6 7

P O

T

.1

S-18-58 (EAST BUTTERNUT ROAD)

33.00' RT

4+50.22

END NEW R/W

NEW 55' R/W

55.00' RT

4+50.22

P

LU

G

F

ILL E

X

IS

T

IN

G

P

IP

E

M

ILL &

O V E

R

LA

Y

LIM

IT

F

R

N

W

E

R H E

A D

F

LA

S H E

R

N

O D

P

LE

IT

H

B

C K

G U Y

S

S-18-58 10

S-18-581" = 20'

S E

E S

H E

E T

S T

A

M A

T C

H L

IN

E

PLAN SHEET

ALIGNMENT CONTROL CAN BE FOUND ON REFERENCE DATA SHEET1.

NOTES:

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

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U \t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0 p s h m a ll a rd .d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

SCALE IN FEET

20 40 800

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

18.245 A.R.B.

PRESENT 33' R/W

18.245 A.R.B.

PRESENT 33' R/W

49'C 48'C 46'C

44'C

37'C

49'C

S-18-58 (MALLARD ROAD)

18" RCP

IE: 59.85'IE: 59.18'

BOLTED LID

SMH

RIM: 62.57'

115 116 117 118 119

P O

T

.8

33.00' LT

119+24.05

END NEW R/W

2' PAVED SHOULDER

MILL & OVERLAY LIMIT

23.00' LT

115+25.00

180' TAPER

11.00' LT

116+80.00

STA. 117+05.00

S-58 (MALLARD ROAD)

END CONSTRUCTION

11.80' LT

117+05.00

N E

W

T R

A N S . R

W

.0

L T

.0

NEW 75' R/W

11'

10.9'

12'

75.00' LT

115+00.00

65.00' LT

116+80.00

65.00' LT

119+15.64

NEW TRANS. R/W

NEW 65' R/W

N E

W

R

W

RETAIN EXISTING PIPE

F

E

R H E

A D

F

LA

S H E

R

N

O D

P

LE

IT

H

B

C K

G U Y

40 40

S-18-22 11

S-22

(ORANGEBURG

ROAD)

1" = 20' S-18-22

PROFILE SHEET

ROAD)

(ORANGEBURG

S-22

EXISTING PROFILE SHOWN FOR REFERENCE ONLY. 1.

NOTES:

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CONSULTING

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

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a b a rr

U \t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \0 p ro o ra n g e b u rg .d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

EXISTING GRADE

0+00 1+00 2+00 3+00 4+00 5+00 6+00

.6

.7

.0

.2

.3

.2

.3

.3

.3

.4

.5

.5

.5

SCALE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

PROFILE

107+00 108+00 109+00 110+00 111+00 112+00

.5

.6

.0

.3

.5

.6

.9

.0

.1

.4

.7

.0

.6

EXISTING GRADE

ELEV. 60.70

STA. 0+31.00

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

ELEV. 60.64

S-58 (MALLARD ROAD) STA. 112+51.34

S-22 (ORANGEBURG ROAD) STA. 0+00.00

TIE EQUALITY

ELEV. 61.34

STA. 3+35.000

S-22 (ORANGEBURG ROAD)

END CONSTRUCTION

ELEV. 61.32

STA. 2+91.00

S-22 (ORANGEBURG ROAD)

END MILL & OVERLAY

ELEV. 58.83

STA. 109+27.40

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

ELEV. 60.64

S-58 (BUTTERNUT ROAD) STA. 0+00.00

S-58 (MALLARD ROAD) STA. 112+50.70

S-22 (ORANGEBURG ROAD) STA. 112+50.70

TIE EQUALITY

ELEV. 60.11

STA. 112+33.75

S-22 (ORANGEBURG ROAD)

BEGIN MILL & OVERLAY

40 40

S-18-22 12

S-58

ROAD)

1" = 20' S-18-22

PROFILE SHEET

ROAD)

S-58

EXISTING PROFILE SHOWN FOR REFERENCE ONLY. 1.

NOTES:

(BUTTERNUT

(MALLARD

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North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

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STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

-+00 1+00 2+00 3+00 4+00 5+00

.6

.2

.0

.9

.8

.6

.5

.4

.2

.1

.9

.8

EXISTING GRADE

SCALE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

PROFILE

113+00 114+00 115+00 116+00 117+00 118+00

.7

.0

.4

.7

.8

.1

.3

.4

.5

.5

.5

EXISTING GRADE

ELEV. 60.64

S-58 (BUTTERNUT ROAD) STA. 0+00.00

S-58 (MALLARD ROAD) STA. 112+50.70

S-22 (ORANGEBURG ROAD) STA. 112+50.70

TIE EQUALITY

ELEV. 60.52

STA. 0+29.50

S-58 (BUTTERNUT ROAD)

BEGIN CONSTRUCTION

ELEV. 59.96

STA. 1+40.46

S-58 (BUTTERNUT ROAD)

END MILL & OVERLAY

END CONSTRUCTION

ELEV. 60.64

S-58 (MALLARD ROAD) STA. 112+51.34

S-22 (ORANGEBURG ROAD) STA. 0+00.00

TIE EQUALITY

ELEV. 62.54

STA. 117+05.00

S-58 (MALLARD ROAD)

END MILL & OVERLAY

END CONSTRUCTION

S-22/S-58

NEW CONSTRUCTION

LEGEND

RCE:

MAINTAIN ALL LANES OPEN; LANE CLOSURES ARE PROHIBITED DURING THE FOLLOWING PERIODS OR AS DIRECTED BY THE 2.

STANDARD DRAWING NUMBER 601-005-00, AND AS DIRECTED BY THE PLANS.

PORTABLE PLASTIC DRUMS INSTALLED ADJACENT TO INTERSECTION SHALL BE INSTALLED IN ACCORDANCE WITH 1.

CONSTRUCTION NOTES

SAT: 11AM-7PM

MON-FRI: 6AM-9AM, 2PM-7PM

SUN: 11AM-7PM

SHOWN.

3. CONSTRUCT SHADED PORTION OF NEW ROADWAY UP TO INTERMEDIATE COURSE AS

INSTALL PORTABLE PLASTIC DRUMS.2.

INSTALL PERMANENT CONSTRUCTION SIGNS.1.

CONSTRUCTION SEQUENCE (STAGE 1)

TRAFFIC CONTROL PLAN STAGE 1

S-22/S-581" = 50'

TC1

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

INSTALL PERMANENT

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

INSTALL PERMANENT

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

INSTALL PERMANENT

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

INSTALL PERMANENT

100' TYP.

S- -22

(O

RANGEBURG

ROAD)

S-18-58 (MALLARD ROAD)

S-18-58 (EAST BUTTERNUT ROAD)

S- -22

(O

RANGEBURG

ROAD)

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No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

U s e r:

a b a rr

U \t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \T

C tc s tg

.d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

STA. 0+31.00

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

STA. 117+05.00

S-58 (MALLARD ROAD)

END CONSTRUCTION

STA. 0+29.50

S-58 (BUTTERNUT ROAD)

BEGIN CONSTRUCTION

10.00' RT

STA. 1+40.46

S-58 (BUTTERNUT ROAD)

END CONSTRUCTION

STA. 109+27.40

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

STA. 3+35.00

S-22 (ORANGEBURG ROAD)

END CONSTRUCTION

DWG. 601-005-00 (TYP.)

DRUMS PER SCDOT STD.

INSTALL PORTABLE PLASTIC

S-22/S-58

NEW CONSTRUCTION

LEGEND

RCE:

MAINTAIN ALL LANES OPEN; LANE CLOSURES ARE PROHIBITED DURING THE FOLLOWING PERIODS OR AS DIRECTED BY THE 2.

STANDARD DRAWING NUMBER 601-005-00, AND AS DIRECTED BY THE PLANS.

PORTABLE PLASTIC DRUMS INSTALLED ADJACENT TO INTERSECTION SHALL BE INSTALLED IN ACCORDANCE WITH 1.

CONSTRUCTION NOTES

SAT: 11AM-7PM

MON-FRI: 6AM-9AM, 2PM-7PM

SUN: 11AM-7PM

TRAFFIC CONTROL PLAN STAGE 2

S-22/S-581" = 50'

TC2

PLACE SURFACE COURSE ON SHADED PORTION OF NEW ROADWAY AS SHOWN. 5.

4. MILL EXISTING PAVEMENT ADJACENT TO ALL NEW PAVEMENT.

UTILIZING FLAGMEN.

MAINTAIN MINIMUM ONE LANE OF TRAFFIC IN EACH DIRECTION ON EXISTING LANES, 3.

MAINTAIN PORTABLE PLASTIC DRUMS.2.

MAINTAIN PERMANENT CONSTRUCTION SIGNS.1.

CONSTRUCTION SEQUENCE (STAGE 2)

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

MAINTAIN PERMANENT

100' TYP.

S- -22

(O

RANGEBURG

ROAD)

S-18-58 (MALLARD ROAD)

S-18-58 (EAST BUTTERNUT ROAD)

S- -22

(O

RANGEBURG

ROAD)

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

MAINTAIN PERMANENT

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

MAINTAIN PERMANENT

605-010-01, SCHEME C

PER SCDOT STD. DWG.

CONSTRUCTION SIGNING

MAINTAIN PERMANENT

No. 24051 R E

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No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

U s e r:

a b a rr

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S -P

P F S

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\t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \T

C tc s tg

.d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

STA. 0+31.00

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

STA. 117+05.00

S-58 (MALLARD ROAD)

END CONSTRUCTION

STA. 0+29.50

S-58 (BUTTERNUT ROAD)

BEGIN CONSTRUCTION

10.00' RT

STA. 1+40.46

S-58 (BUTTERNUT ROAD)

END CONSTRUCTION

STA. 109+27.40

S-22 (ORANGEBURG ROAD)

BEGIN CONSTRUCTION

STA. 3+35.00

S-22 (ORANGEBURG ROAD)

END CONSTRUCTION

DWG. 601-005-00 (TYP.)

DRUMS PER SCDOT STD.

MAINTAIN PORTABLE PLASTIC

S-22/S-58

PAVEMENT MARKING AND SIGNING PLAN

S-22/S-581" = 50'

PM1

APPLY TO THIS PROJECT.

THE FOLLOWING SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS FOR ROAD CONSTRUCTION

630-205-00

625-305-00 630-105-00

DRAWING NUMBER:

S- -22

(O

RANGEBURG

ROAD)

S-18-58 (MALLARD ROAD)

S-18-58 (EAST BUTTERNUT ROAD)

S- -22

(O

RANGEBURG

ROAD)

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SERVICES, INC.

CONSULTING

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

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\t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \P

M p v m t m a rk in g s ig n in g .d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

ORANGEBURG & MALLARD

PAVEMENT EDGE LINE

APPLY 4" WHITE

SOLID LINE (TYP.)

APPLY 24" WHITE

STOP BAR

APPLY 24" WHITE

STOP BAR

APPLY 24" WHITE

ARROW (TYP.)

APPLY TURN

"ONLY" (TYP.)

APPLY WHITE WORD

ARROW (TYP.)

APPLY TURN

"ONLY" (TYP.)

APPLY WHITE WORD

PAVEMENT MARKINGS

TIE TO EXISTING

PAVEMENT MARKINGS

TIE TO EXISTING

PAVEMENT MARKINGS

TIE TO EXISTING

PAVEMENT EDGE LINE

APPLY 4" WHITE

10'-30'

APPLY 4" WHITE

YELLOW SOLID LINE

APPLY 4" DOUBLE

YELLOW SOLID LINE

APPLY 4" DOUBLE

YELLOW SOLID LINE

APPLY 4" DOUBLE

10'-30' LINE

APPLY 4" WHITE

2'-6' LINE

APPLY 4" WHITE

PAVEMENT EDGE LINE

APPLY 4" WHITE

2'-6' LINE

APPLY 4" WHITE

PAVEMENT EDGE LINE

APPLY 4" WHITE

PAVEMENT EDGE LINE

APPLY 4" WHITE

PAVEMENT EDGE LINE

APPLY 4" WHITE

2'-6'

APPLY 4" WHITE

1- P

1- P

1- P

R 1-

R 1-

1-

R 1-

R 1-

1-

R 1-

1-

R 1-

STATION SIDE

DITCH

OUTFALL

SIDESTATION

DITCH

OUTFALL

ZONE

SOIL TYPES

(COARSE / FINE)

PARTICLE SIZE

SOIL

STATION

TO

STATION

RECEIVING WATERS TEMPORARY EROSION CONTROL BLANKET

STATION

TO

STATION

SEDIMENT TUBES IN DITCHES

SIDE

(FT)

BLANKET

DEPTH OF

BACKFRONT

SLOPES

WIDTH (FT)

BOTTOM

DITCH

x

WATERS

RECEIVING

NAME OF

RECEIVING WATERS

NAME OF ULTIMATE

STATION

TO

STATION

: 1

SIDE COMMENTSTOTAL

(FT)

SPACING

LENGTH

AVERAGE

SIDENO STATION

NOT DRAINED

OR

DRAINED

TURF REINFORCED MATTING (TRM)

SEDIMENT DAM

STATION

TO

STATION

SIDE

(MSY)

TYPE 2

(MSY)

TYPE 3

(MSY)

TYPE 1

(FT)

MAT

DEPTH OF

WIDTH (FT)

BOTTOM

DITCH SLOPES

BACKFRONT

EROSION CONTROL DATA SHEET

TOTALS

TOTAL

GRAND TOTAL

0.000 0.000 0.000

0.000

MSY

ROUTE

ROAD /

ROUTE

ROAD /

ROUTE

ROAD /

ROUTE

ROAD /

RECEIVING WATERS

NAME OF ULTIMATE

WATERS

RECEIVING

NAME OF

ROUTE

ROAD /

ROUTE

ROAD /

ROUTE

ROAD /

(x : 1)

BASIN

OF SILT

LENGTH

BASIN

OF SILT

WIDTH

HEIGHT

DAM

SILT BASIN

OF

SIDE SLOPE

WIDTH

BOTTOM

SPILLWAY

CLASS

RIP RAP

VOLUME

STORAGE

TOTAL

HEIGHT

STORAGE

SEDIMENT

WIDTH

CHANNEL

OUTFALL

DEPTH

CHANNEL

OUTFALL

LENGTH

CHANNEL

OUTFALL

WIDTH

BOTTOM

DAM

N/A

EC1

EROSION CONTROL DATA SHEET

112+50109+25

COASTAL

COASTALFINE

FINE0+00

LT 15

112+50

PROPOSED DITCH

4515LT109+25

S-22/S-58

S-22/S-58

S-22

S-22

S-58 FINE COASTAL

5+00

S-58 112+50 116+80 FINE COASTAL

0+00 1+40

S-22 112+00 RT RUMPHS HILL CREEK ASHLEY RIVER

S-22 109+00 LT RUMPHS HILL CREEK ASHLEY RIVER

S-22 0+31 4+96

S-22

S-58 113+60 116+80 LT 15 60

REGRADED DITCH

PROPOSED DITCH

VARIES

VARIES

VARIES

195.0

No. 24051 R E

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No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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ORAC HTU

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www.stantec.com

North Charleston, SC 29418

4969 Centre Pointe Drive Suite 200

/2

/2

U s e r:

a b a rr

U

S -P

P F S

S \s h a re d p ro je c ts \1

\t ra n s p o rt a ti o n \r o a d w a y \d ra w in g s \p la n s h e e ts \E

C e c d a ta s h t.

d g n

STATE SHEET NO.ROUTE NO.PROJECT IDCOUNTY

S.C.

REV. NO. BY DATE DESCRIPTION OF REVISION SCALE: RTE.

DORCHESTER COUNTY

DORCHESTER

IMPROVEMENTS

S-22/S-58N/A

S-8-24 EC2

EROSION CONTROL NOTES

RUBBLE AND OTHER UNSUITABLE MATERIALS.

MAXIMUM DIMENSIONS AND SHALL BE FREE OF VEGETATION, ORGANIC MATTER, DEBRIS,

FILL MATERIAL SHALL NOT CONTAIN ROCKS OR HARD LUMPS GREATER THAN 3 INCHES IN 7.

METHODS.

STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE

IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL 6.

PAVEMENT, SIDEWALK, LANDSCAPED AREA WHEREIN THEY LIE.

VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE

ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER 5.

APPURTENANCES ARE BEING PLACED.

METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND

COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. DEWATERING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST 4.

SITE.

ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE

COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING

ENGINEER. EXCAVATED AREAS TO BE BACKFILLED WITH APPROVED MATERIALS AND

STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR THE OWNER'S

OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE

EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE

ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAR, BURIED DEBRIS) IS TO BE 3.

DIRECTED BY THE OWNER OR THE OWNER'S ENGINEER.

OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS OR AS

ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF 2.

IMMEDIATELY FOLLOWING CONSTRUCTION.

PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL TO EXISTING OR BETTER CONDITION

NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR

THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE 1.

CLEARING & GRADING NOTES

GROWTH ON ALL UN-PAVED DISTURBED AREAS.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING 80% COVERAGE OF PERMANENT GRASS 1.

SEDIMENT AND EROSION CONTROL NOTES

CONTRACTOR TO PROVIDE AS-BUILT MEETING SCDOT REQUIREMENTS.6.

OWNER'S ENGINEER FOR ACCEPTANCE PRIOR TO PROCEEDING WITH WORK.

INDEPENDENT GEOTECHNICAL ENGINEER SHALL BE SUBMITTED TO THE OWNER AND

TYPE OF NEW BEDDING AND BACKFILL MATERIAL. THE RECOMMENDATIONS BY THE

MATERIAL AND MAKE RECOMMENDATIONS ON THE REMOVAL AND THE PLACEMENT AND

WILL ENGAGE AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY UNSUITABLE

SHOULD THE CONTRACTOR ENCOUNTER UNSUITABLE MATERIAL, THEN THE CONTRACTOR 5.

STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" LATEST EDITION.

THE CONTRACTOR IS RESPONSIBLE FOR BEDDING ALL PIPE PER SCDOT'S "THE 2007 4.

PURPOSES.

CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND STRUCTURES FOR THESE

STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE

THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC THE 3.

NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.

AND OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO

ALL STORM DRAIN PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER 2.

714-105-00 FOR DRAINAGE PIPE CULVERTS.

STANDARDS AND DETAILS INCORPORATED IN THIS PLAN. REFERENCE STANDARD DRAWING

SHALL BE IN ACCORDANCE WITH SCDOT STANDARDS, APPLICABLE GOVERNING AGENCY

SPECIFICATION FOR PERMANENT PIPE CULVERTS SC-M-714. ALL DRAINAGE STRUCTURES

PLANS, AND FOLLOW REQUIREMENTS FROM THE SCDOT SUPPLEMENTAL TECHNICAL

ALL STORM DRAIN PIPE SHALL BE SMOOTH WALL PIPE, UNLESS OTHERWISE NOTED ON 1.

DRAINAGE NOTES

ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.

NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD

APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR

A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN 19.

IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE

PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE

IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER

WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC'S WATER QUALITY STANDARDS,

IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY 18.

REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.

LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT 17.

CONTACT SCDOT FOR FINAL INSPECTION AND CLOSEOUT.10.

REMOVE PERIMETER EROSION CONTROL DEVICES.9.

REMOVE INTERNAL TEMPORARY EROSION CONTROL DEVICES FOR STABILIZED AREAS.8.

PLACE PERMANENT VEGETATION AS GRADING IS COMPLETED.7.

REMOVE BUILT-UP SEDIMENT AS NEEDED.6.

ACTIVITIES.

INSTALL INTERNAL TEMPORARY EROSION CONTROL DEVICES AS NEEDED DURING GRADING 5.

BEGIN GRADING AND STORM DRAINAGE CONSTRUCTION.4.

INSTALL PERIMETER EROSION CONTROL DEVICES.3.

CLEAR OUTER CONSTRUCTION LIMITS.2.

CONTACT SCDOT 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.1.

SEDIMENT AND EROSION CONTROL CONSTRUCTION SEQUENCE

-SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

MAINTENANCE; AND

-FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;

-WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING

-WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;

THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:16.

FILTER BAG, ETC.).

AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED 15.

DISCHARGE.

ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO

WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH 14.

MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.13.

RESUME FOR A PERIOD OF 7 CALENDAR DAYS.

LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT

INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE 12.

FINAL STABILIZATION IS REACHED.

HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT

CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS

A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE 11.

FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED

POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND

LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT 10.

AND ALL WOS.

ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE

AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND

CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL

ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE 9.

SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT

TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING 8.

WITH S.C REG. 72-300 ET SEQ. AND SCR100000.

PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE

AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE

RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL 7.

CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE

THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO 6.

SITE IS STABILIZED.

TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE

CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL

AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING

CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED

ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF 5.

PUMPED BACK INTO ANY WATERS OF THE STATE.

WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING

TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED

STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND

EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND

PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL 4.

IDENTIFICATION.

REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF

INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY

WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN

ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED…