Hydraulic Design Reference for these plans is the: COUNTY€¦ · berkeley county us 176 / nexton...

INDEX OF SHEETS

SHEET NO. SHEET SUBTOTALSDESCRIPTION

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CONSULTING ENGINEERING FIRM ENGINEER OF RECORD

DATE

FOR CONSTRUCTION :

NO.

SHEET

SHEETS

TOTAL

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?

2001

Design Reference for these plans is the:

Highways and Streets"

AASHTO "A Policy on Geometric Design of

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

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2007 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:

MILES

MILES

MILES

MILES

MILES

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

EQUALITIES IN STATIONING

Hydraulic Design Reference for these plans is the:

Hydraulic Design Studies"

Edition of SCDOT's "Requirements for

2009

NPDES PERMIT INFORMATION

Acre(s)

Begin

Latitude

Longitude

Latitude

Longitude

End

provided by:

Hydraulic and NPDES Design

SCDOT Regional Production Group

Designs may be obtained from the

Stantec Consulting

Acre(s)Disturbed Area =

Permitted Area =

Approximate Location of Roadway is

www.stantec.com

Fax: 843.740.7707

Tel: 843.740.7700

North Charleston, SC 29418

4969 Centre Pointe Drive, Suite 200

Stantec Consulting Services

INTERSECTION IMPROVEMENTS

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ADT

%

ADT

TRAFFIC DATA

TRUCKS

NONE

671

CROSS SECTIONS

WATER PLAN SHEETS

UTILITY RELOCATION PLANS

EROSION CONTROL PLANS

TRAFFIC SIGNAL PLAN

PAVEMENT MARKING & SIGNING PLANS

TRAFFIC CONTROL PLANS

PROFILE SHEETS

DRAINAGE TABLE

PLAN SHEETS

REFERENCE DATA SHEET

SURVEY CONTROL &

GENERAL CONSTRUCTION NOTE

PROPERTY STRIP MAP

R/W DATA SHEET

TYPICAL SECTIONS

DISPOSAL ITEMS, & NEW FENCES

MOVING ITEMS, REMOVAL &

SUMMARY OF ESTIMATED QUANTITIES

TITLE SHEET

TOTAL

X1-X13

W1-W7

U1-U10

EC1-EC5

TS1-TS2

PM1-PM2

TC1-TC4

15-19

14

6-13

5A-5B

5

4A

4

3-3A

2A

2

1

67

13

7

10

5

2

2

4

5

1

8

2

1

1

1

2

1

1

1

FORPROPOSED PLANS

TOTAL

0.779

-

0.779

-

0.779

LAYOUT

SCALE 1 INCH = FEETN.T.S.

0.422

-

0.422

-

0.422

BERKELEY COUNTY

US 176 / NEXTON PARKWAY

0.337

-

0.337

-

0.337

US 176PARKWAY

NEXTON

BERKELEY COUNTY

2038

2018 9,500

US 176

25,000

5

COUNTY

BERKELEY

11.6

13.6

0.020

-

0.020

-

0.020

SPINE ROAD C

CANE BAY

33º06'52" N

80º08'08" W

33º06'38" N

80º07'56" W

STA. 100+00.00 TO STA. 101+05.00

CANE BAY SPINE ROAD C

STA. 77+73.05 TO STA. 100+00.00

NEXTON PARKWAY

STA. 887+50.00 TO STA. 905+30.00

US 176

PROJECT

SECTION UNITQUANTITYITEM SECTION ITEM UNITQUANTITY

SUMMARY OF ESTIMATED QUANTITIES11/20/2018

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SHEET NO.ROUTE NO.ROUTE NAME

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REV. NO. DATE DESCRIPTION OF REVISIONBY

DWG.

R/W

DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:

Stantec Consulting Services Inc.

www.stantec.com


4969 Centre Pointe Drive Suite 200

COUNTY

No. C02310

SERVICES, INC.

CONSULTING

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SUMMARY OF ESTIMATED QUANTITIES

US 176 / NEXTONN/A

US 176 2NEXTON PARKWAY

STATE ROAD /

LS1031000 MOBILIZATION 1.000

LS1032010 BONDS AND INSURANCE 1.000

EA1050800 CONSTRUCTION STAKES, LINES & GRADES 1.000

LF8153000 SILT FENCE 3,852.000

LF8153090 REPLACE/REPAIR SILT FENCE 386.000

LF8154050 REMOVAL OF SILT RETAINED BY SILT FENCE 964.000

SF7204900 DETECTABLE WARNING SURFACE 60.000

LS1071000 TRAFFIC CONTROL 1.000

LS2012000 CLEARING & GRUBBING WITHIN ROADWAY 1.000

CY2103000 FLOWABLE FILL 74.000

SY2025000 REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 125.000

CY2033000 BORROW EXCAVATION 5,900.000

CY2031000 UNCLASSIFIED EXCAVATION 15,450.000

TON3069900 MAINTENANCE STONE 200.000

MI4019000 MILLED-IN RUMBLE STRIP 0.610

SY3050104 GRADED AGGREGATE BASE COURSE (4" UNIFORM) 2,430.000

TON3100310 HOT MIX ASPHALT BASE COURSE - TYPE A 1,890.000

SY3050112 GRADED AGGREGATE BASE COURSE (12" UNIFORM) 12,820.000

GAL4010005 PRIME COAT 4,120.000

TON4011004 LIQUID ASPHALT BINDER PG64-22 400.000

SY4013990 MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 533.000

TON4020320 HOT MIX ASPHALT INTERMEDIATE COURSE TYPE B 2,740.000

TON4030320 HOT MIX ASPHALT SURFACE COURSE TYPE B 2,910.000

TON4030350 HOT MIX ASPHALT SURFACE COURSE TYPE D 250.000

SF6051120 PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 152.000

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

LF609105A PAVEMENT MARKINGS(TEMP-PAINT) 4" WHITE BROKEN LINES 2,770.000

LF609115A PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" WHITE SOLID LINES 13,400.000

LF609115B PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" YELLOW SOLID LINES 19,780.000

LF609125A PAVEMENT MARKINGS(TEMPORARY-PAINT)-8" WHITE SOLID LINES 364.000

LF609135A PAVEMENT MARKINGS(TEMPORARY-PAINT)-24"WHITE SOLID LINES 980.000

EA609160A PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE SINGLE ARROW 32.000

EA609180A PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE WORD 'ONLY' 26.000

LF6271005 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 1,385.000

LF6271010 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 6,700.000

LF6271015 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 182.000

LF6271025 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 490.000

EA6271030 WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. 16.000

EA6271035 WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. 13.000

EA6271043 WHITE LANE DROP ARROW(LT.OR RT.)THERMO-125MIL 2.000

LF6271074 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 9,890.000

EA6300005 PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 43.000

EA6301100 PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 43.000

SF6510105 FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 23.000

EA7199100 BEVELING OF PIPE END 26.000

EA7191605 CATCH BASIN -TYPE 16 8.000

EA7191625 CATCH BASIN -TYPE 17 8.000

EA7192020 DROP INLET (24" X 36") 9.000

EA7192022 DROP INLET (24" X 36") WITH STANDARD 5' X 5' BOX 1.000

LF7143618 18" SMOOTH WALL PIPE 1,498.000

LF7143624 24" SMOOTH WALL PIPE 136.000



LF7203210 CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 1,935.000

SY7209000 PEDESTRIAN RAMP CONSTRUCTION 50.000

TON8041020 RIP-RAP (CLASS B) 190.000

EA8091010 RIGHT OF WAY MARKER(REBAR & CAP) 16.000

LS8091050 RIGHT OF WAY PLAT 1.000

ACRE8100100 PERMANENT COVER 6.960

ACRE8100200 TEMPORARY COVER 13.920

ACRE8101110 STRAW OR HAY MULCH WITH TACKIFIER 20.880

LB8104005 FERTILIZER (NITROGEN) 696.000

LB8104010 FERTILIZER (PHOSPHORIC ACID) 696.000

LB8104015 FERTILIZER (POTASH) 696.000

LB8105005 AGRICULTURAL GRANULAR LIME 13,922.000

GAL8109050 SELECTIVE WATERING 135,750.000

LF8152004 INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 284.000

LF8152006 INLET STRUCTURE FILTER - TYPE F (NON-WEIGHTED) 284.000

LF8152007 SEDIMENT TUBES FOR DITCH CHECKS 732.000

ACRE8109901 MOWING 41.760

SY8156490 STABILIZED CONSTRUCTION ENTRANCE 550.000

EA8156210 INLET STRUCTURE FILTER - TYPE B 10.000

EA1052000 UTILITY CONSTRUCTION (WATER) 1.000

LS8081000 MOVING ITEM NO. 1, 2, 3, 4 1.000

LF6750275 FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 80.000

LF675027C FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT 40.000

EA6800518 FURNISH AND INSTALL 13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOSURE-(STR.POLY.CONC.)HD 10.000

EA680052C FURNISH AND INSTALL 17"X30"X26"D.ELEC.FLUSH UNDGRD.ENCLOSURE-(STR.POLY.CONC.)HD 1.000

EA6865710 FURNISH AND INSTALL 12" 1-WAY-5 SECTION(R.Y.YA.G.GA)VEHICLE TRAFFIC SIGNAL 3.000

EA6865720 FURNISH AND INSTALL 12" 1-WAY-4 SECTION(RA+RA/YA.GA)VEHICHLE TRAFFIC SIGNAL 1.000

EA6865834 BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 12.000

EA6865723 F&I - 12" 1-WAY-3 SECTION(RA.YA.YAF)VEH TRAFFIC SIGNAL 8.000

EA6865783 FURNISH AND INSTALL 1-WAY-1SECT.(COUNTDOWN HAND/MAN EMBLEM)PED.SIG.HEAD 2.000

EA682505B FURNISH AND INSTALL 28' STEEL STRAIN POLE, POLE BANDS AND HARDWARE AND FOUNDATION 4.000

EA6845511 FURNISH & INSTALL CONTROLLER AND 332/336 CABINET ASSEMBLY - BASE MOUNTED INC FDN 1.000

SF6510108 FURNISH AND INSTALL FLAT SHEET, TYPE VIII OR IX, SIZE DETERMINED BY MESSAGE (OVERHEAD) 15.000

EA6513015 MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE 2.000

EA6865797 F&I PEDESTRIAN PUSH BUTTON SOLID STATE WITH LIGHT AND TONE STATION ASSEMBLY (9"x15") AND SIGN (R-10-3E) 2.000

EA6800499 F&I ELECTRICAL SERVICE FOR TRAFFIC SIGNAL (COMPLETE WITH RISER, METER, AND DISCONNECT SWITCH) 1.000

LF6825092 FURNISH AND INSTALL 3/8" GALVANIZED STEEL CABLE 530.000

LF6780495 SAWCUT FOR LOOP DETECTOR 1,539.000

LF6770413 FURNISH AND INSTALL NO. 14 COPPER WIRE, 1-CONDUCTOR FOR LOOP WIRE 3,766.000

LF6770394 FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (GRAY) 1,782.000

LF6770393 FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 1,987.000


LF6770388 FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR (BLACK) 207.000

LF6750278 FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 1,034.000

EA6513020 FURNISH & INSTALL MOUNTING ASSEMBLY FOR FLAT SHEET SIGN ERCTD ON MAST ARM 2.000

LF675027Z FURNISH ADDITIONAL 2" CONDUIT WITHIN DIRECTIONAL BORE 355.000

LF6760060 FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (TRENCHLESS) 355.000

LF6770388 FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR (BLACK) 167.000


LF6770393 FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 3,320.000


EA6865831 FURNISH & INSTALL VEHICLE TRAFFIC SIGNAL HEAD MOUNTING ASSEMBLY FOR MAST ARM 12.000

EA6888167 POWDERCOATING PER MAST ARM OVER GALVANIZED 4.000

EA6888168 DECORATIVE OPTION PER MAST ARM 4.000

EA6888179 DESIGN, FURNISH & INSTALL STEEL POLE WITH MAST ARM INCLUDING FOUNDATION 4.000

BID ALTERNATE 1 - TRAFFIC SIGNAL SPAN WIRE INSTALLATION

BID ALTERNATE 2 - TRAFFIC SIGNAL MAST ARM INSTALLATION

SY8048205 GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B 241.000

LF8052100 MGS3 GUARDRAIL 212.500

EA8051151 MT3 LEADING END TREATMENT TL3 1.000

EA8051710 MB TRAILING END TREATMENT 1.000

BERKELEY COUNTY

US 176 & NEXTON PARKWAY

BERKELEY

BERKELEY COUNTY

REMOVAL AND DISPOSAL ITEMS

NO.ITEM LOCATION

STATIONFEET-RT.orLT.

NEW FENCESSTA. 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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COUNTY

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DISPOSAL ITEMS, & NEW FENCES

MOVING ITEMS, REMOVAL &

US 176 / NEXTONN/A

US 176 2ANEXTON PARKWAY

STATE ROAD /

MR. COX'S PERMISSION)

BY FAITH CHURCH WITH

(GATE CONSTRUCTED BY LIVING

EDWARD C. COX, III - TRACT 31

TRACT 3

PARKWAY AT NEW DRIVE ENTRANCE FOR

RESET ALONG RIGHT OF WAY OF NEXTON5' x 15' METAL POLE GATE892+7043' RT1

- TRACT 4

LIVING BY FAITH CHURCH1

TRACT 4

PARKWAY AT NEW DRIVE ENTRANCE FOR

RESET ALONG RIGHT OF WAY OF NEXTON5' x 16' METAL POLE GATE894+2548' RT2

- TRACT 6

DONNIE L. AND BETTY BECKHAM1RESET ALONG NEW RIGHT OF WAY LINE

PIPE FITTING SCHOOL)

LIGHTING (LOW COUNTRY WELDING AND

7' x 5' TWO POLE WOODEN SIGN WITH898+3055' RT3

DALE A. LAW - TRACT 121RESET ALONG NEW RIGHT OF WAY LINE

(BILL'S GLASS)

6' x 8' THREE POLE WOOD & VINYL SIGN903+4055' RT4

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

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COUNTY

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TYPICAL SECTION OF IMPROVEMENT

2:1

GROUND LINEEXISTING

1

VARIES

2:1

GROUND LINEEXISTING

VARIES 0' - 5'

VARIES

FLAT

12:1 12:148:1

LEFT-TURN LANE

VARIES 0'-12'

EXISTING PAVEMENT 28'NEW PAVEMENT VARIES 0'-18' NEW PAVEMENT VARIES 0'-18'

12' THROUGH LANE 12' THROUGH LANERIGHT-TURN LANE

VARIES 0'-12'

RIGHT-TURN LANE

VARIES 0'-12'

VARIES8' 8' VARIES

GRADE POINT

PROFILE

48:1

1

~

0.5'0.5' 4

5 8 542 FLAT

STA. 887+50.00 TO 905+30.00

US 176 (STATE ROAD)

USE THIS SECTION:

GRADE POINT

PROFILE

0.5'

GROUND LINEEXISTING

4:1

12:1

0.5'

4:1

GROUND LINEEXISTING

2% MAX.

2:1

GROUND LINEEXISTING

STA. 77+91.72 TO 81+19.77

NEXTON PARKWAY

USE THIS SECTION:

THROUGH LANE

VARIES 12'-16'

2' PAVED SHOULDER

8' VARIES VARIES 2' 10' PATH

2

4:1

GROUND LINEEXISTING

GRADE POINT

PROFILE

3

~

2% MAX.

2:1

GROUND LINEEXISTING

8'

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

VARIES VARIES 2' 10' PATH

VARIES 0'-2'

12:1

0.5'0.5' 0.5'

STA. 81+19.77 TO 84+42.14

NEXTON PARKWAY

USE THIS SECTION:

THROUGH LANE

VARIES 14'-16'

GROUND LINEEXISTING

4:1

8'

2' PAVED SHOULDER

TAPER / THROUGH LANE

VARIES 0'-8'

VARIES 6'-15'

(NEXTON SB)

GRADE POINT

PROFILE

1

44

4

77

1

7

1

6

3

6

3

LEGEND

DESIGN SPEED

ROUTE MPH

EXCEPTIONS TO DESIGN SPEED

1

3

50

4

5

EXISTING PAVEMENT (RETAIN)

TYPE "A" (700 lbs/sy)

HOT MIX ASPHALT BASE COURSE,

2

NEXTON PARKWAY

60

8

6 GRADED AGGREGATE BASE COURSE (4" UNIFORM)

PARKWAY CENTERLINE PROFILE.

SECTION OF NEXTON PARKWAY MATCHES THE NEXTON

THE PROFILE GRADE POINT FOR THIS NORTHBOUND 1.

NOTE:

VARIESVARIES

0' - 3'

VARIES

VARIESVARIES

VARIESVARIES

TYPE "B" (200 lbs/sy)

HOT MIX ASPHALT SURFACE COURSE,

TYPE "B" AS NEEDED FOR LEVELING


TYPE "D" (200 lbs/sy)



HOT MIX ASPHALT INTERMEDIATE COURSE,

US 176

VARIES

TYPICAL SECTIONS

US 176 / NEXTONN.T.S.


STATE ROAD /


VARIES 0'-2'

2' 2'

VARIES

VARIES

4:1 TO 5

:1VARIES

4:1

4:1 4:1

12:1 TO 24:1VARIES

12:1 TO 24:1

VARIES

2:1

THROUGH LANE

VARIES 12'-16'

0.5'

VARIES 8'

7:1

VARIES THROUGH LANE

VARIES 13'-16'

MEDIAN

VARIES 10'-12'

PARKWAY CENTERLINE PROFILE.

NEXTON PARKWAY NORTHBOUND MATCHES THE NEXTON

THE PROFILE GRADE POINT FOR THIS SECTION OF 1.

NOTE:

~

SHOULDER

2' PAVED

VARIES

VARIES

BERKELEY COUNTY.

US 176 IS LISTED AS A MINOR ARTERIAL IN

NOTE:

3.75'

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

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COUNTY

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4:1GROUND LINE

EXISTING 4:1GROUND LINE

EXISTINGGRADE POINT

PROFILE

GRADE POINT

PROFILE

12' THROUGH LANE12' THROUGH LANE2'2'2' 2'12' THROUGH LANE6' VARIES 8'-20' LEFT-TURN LANE

VARIES 0'-12'

THROUGH LANE

VARIES 12'-16'

VARIES 0'-35' 10' PATH 2'

48:148:148:1 48:150:1 50:1 2% MAX.

5

~

STA. 95+35.00 TO 100+00.00

NEXTON PARKWAY

USE THIS SECTION:

GROUND LINEEXISTING

4:1

GROUND LINEEXISTING

GRADE POINT

PROFILE

48:1 48:1 GRADE POINT

PROFILE

48:1 48:1

4

~

4:1

2% MAX.

2:1

GROUND LINEEXISTING

8'

2' PAVED SHOULDER

2' PAVED SHOULDER

8'

2' PAVED SHOULDER

2' PAVED SHOULDER

VARIES VARIES 2' 10' PATH

12:1 12:1

0.5'0.5'0.5' 0.5'

STA. 84+42.14 TO 95+35.00

NEXTON PARKWAY

USE THIS SECTION:

THROUGH LANE

VARIES 12'-16'


VARIES 0'-12'


VARIES 8'-12'

THROUGH LANE

VARIES 12'-14'

VARIES 15'-20'


DESIGN SPEED

ROUTE MPH

EXCEPTIONS TO DESIGN SPEED

50NEXTON PARKWAY


1

1 1

1

44

44

77

7 7

TYPICAL SECTIONS

NEXTON PARKWAYN.T.S.

- 3ANEXTON PARKWAY

6

3

6

3

GUTTER

2' CURB AND

GUTTER

2' CURB AND GUTTER

2' CURB AND

LEGEND

1

3

4

5

EXISTING PAVEMENT (RETAIN)

TYPE "A" (700 lbs/sy)

HOT MIX ASPHALT BASE COURSE,

2

8




TYPE "B" AS NEEDED FOR LEVELING


TYPE "D" (200 lbs/sy)



HOT MIX ASPHALT INTERMEDIATE COURSE,


VARIES 0'-2'

FLAT

VARIES3'

4:14:1 TO 5:1

VARIES

4:1 TO 8

:1VARIES12:1 TO 24:1

VARIES

12:1 TO 24:1VARIES

NEXTON PARKWAY CENTERLINE PROFILE.

PARKWAY ON TYPICAL SECTIONS 4 AND 5 MATCH THE

NORTHBOUND AND SOUTHBOUND SECTIONS OF NEXTON

THE PROFILE GRADE POINTS SHOWN FOR THE 1.

NOTE:

GRADE POINT

PROFILE

12' THROUGH LANE 12' THROUGH LANE 2' 2' 2'2' 12' THROUGH LANE THROUGH LANE

VARIES 15'-16'

48:1 48:1 48:148:1

6

~

11

4 47 7

50:1 4:1GROUND LINE

EXISTING2% MAX.

6

3

4:1GROUND LINE

EXISTING50:1

2'10' PATHVARIES 0'-19'

GUTTER

2' CURB AND

GUTTER

2' CURB AND

STA. 100+00.00 TO 101+05.00


USE THIS SECTION:

GUTTER

2' CURB AND

VARIES 0'-8'12' RIGHT-TURN LANE 12' LEFT-TURN LANE

RIGHT-TURN LANE

VARIES 0'-12'

40CANE BAY SPINE ROAD C

GRADE POINT

PROFILE

VARIABLE

VARIABLE

GROUND LINEEXISTING

8'

12:1

VARIES

VARIES

STA. 100+00.00 TO 100+85.01


STA. 99+05.08 TO 100+00.00

NEXTON PARKWAY

SHOULDER SECTION LEFT:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NO.

TRACT

DITCH ACRES

OUTFALLPROPERTY OWNER

REFERENCE

TAX MAP

ACRES

TRACT

TOTAL

LEFT RIGHT TOTAL

OBTAIN

ACRES

LEFT

REMAINDER

ACRES

RIGHT

REMAINDER

ACQUIRED

DATE

INSTRUMENT

TYPE OF

(YES)

PERMISSION

DITCH

OUTFALL

(YES)

PERMISSION

SLOPE

(YES)

PERMISSION

STRUCTURE

DRAINAGE

(YES)

PERMISSION

CONSTRUCTION

ENTRANCE

REMARKS

A

B B

NOTES:

CALCULATED.

SHOW REMAINDER IN SQUARE FEET WHEN LESS THAN 0.25 ACRE.

OUTFALL DITCHES WILL BE SHOWN IN ACRES ONLY.

IN RURAL AREAS OBTAINS MAY BE SHOWN IN ACRES ONLY.

ACRES WILL BE SHOWN IN PARENTHESES UNDER SQUARE FEET.

OBTAINS WILL BE SHOWN IN SQUARE FEET AND ACRES.

TOTAL OBTAIN INCLUDES HIGHLAND, MARSH AND OUTFALL DITCHES.A

B

C

(YES)

PERMISSION

CONTROL

EROSION

RIGHT-OF-WAY DATA SHEET

BERKELEY COUNTY

DATE TRACT NO. REMARKS

REVISIONS

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COUNTY

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SERVICES, INC.

CONSULTING

STANTEC

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1 3,258.70 195-00-00-046MWV-PARKS OF BERKELEY, LLC

7 1.00 194-00-01-018BECKHAM AMY M

8 1.00 194-00-01-019BECKHAM DONNIE L & BETTY ANN

17 14.54 195-00-00-075BMG III LLC MRG LLC AND JTG III LLC

19 66.45 195-00-00-058BMG III LLC MRG LLC AND JTG III LLC

16 23.82 195-00-00-060AMERICAN MEDICORP DEVELOPMENT

14 1.43 194-00-01-027LEBCO LLC

15 2.24 194-00-01-029LEBCO LLC

12 1.69 (0.12 AC)

5,026 SF

(0.12 AC)

5,026 SF 1.57 194-00-01-025LAW DALE A

11 5.18 (0.12 AC)

5,026 SF

(0.12 AC)

5,026 SF 5.06 194-00-01-023WILLIAMS DONNA JANICE & TIMOTHY MARK

10 2.01 (0.17 AC)

7,297 SF

(0.17 AC)

7,297 SF 1.84 194-00-01-021CHEARS MELANIE BECKHAM & CHARLES T JR

6 1.00 (0.17 AC)

7,298 SF

(0.17 AC)

7,298 SF 0.83 194-00-01-017BECKHAM DONNIE L & BETTY

4 5.00 (0.16 AC)

7,032 SF

(0.16 AC)

7,032 SF 4.84 194-00-01-015LIVING BY FAITH CHURCH

3 13.71 (0.14 AC)

6,091 SF

(0.14 AC)

6,091 SF 13.57 194-00-01-013COX EDWARD C III

R/W DATA SHEET

US 176 / NEXTONN/A


STATE ROAD /

5 10.02 (0.23 AC)

9,905 SF

(0.23 AC)

9,905 SF 9.79 194-00-01-014BERKELEY COUNTY

18 22.80 (0.70 AC)

30,459 SF

(0.70 AC)

30,459 SF22.10 195-00-00-055BMG III LLC MRG LLC AND JTG III LLC

2 24.41 (0.40 AC)

17,229 SF

(0.40 AC)

17,229 SF 24.01 194-00-01-001TIDELANDS BANK

13 5.71 (0.12 AC)

5,026 SF

(0.12 AC)

5,026 SF 5.59 194-00-01-026HARRISON TIMOTHY T AND SUSAN S

9 6.50 (0.01 AC)

291 SF

(0.01 AC)

291 SF 6.49 194-00-01-020BECKHAM DONNIE L & BETTY ANN

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

BMG III LLC MRG LLC AND JTG III LLC19.



AMERICAN MEDICORP DEVELOPMENT16.

LEBCO LLC15.

LEBCO LLC14.

HARRISON TIMOTHY T AND SUSAN S13.

LAW DALE A12.

WILLIAMS DONNA JANICE & TIMOTHY MARK11.

CHEARS MELANIE BECKHAM & CHARLES T JR10.

BECKHAM DONNIE L & BETTY ANN9.

BECKHAM DONNIE L & BETTY ANN8.

BECKHAM AMY M7.

BECKHAM DONNIE L & BETTY6.

BERKELEY COUNTY5.

LIVING BY FAITH CHURCH4.

COX EDWARD C III3.

TIDELANDS BANK2.

MWV-PARKS OF BERKELEY, LLC1.

PROPERTY OWNER INFORMATION

EAS

EM

EN

T

&

GE

NE

RAL UTILIT

Y

150' IN

GR

ESS/

EG

RE

SS

EASE

ME

NT

50' D

RAIN

AGE

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COUNTY

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SERVICES, INC.

CONSULTING

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1

2

3

4

5

6

7

8

910

11

12

13

16

17

18

19

SCALE IN FEET

150 300 6000

NEXTON

PARKW

AY

14

15

85' R/

WNE

W

95' R/

WNE

W

75' R/

WNE

W

85' R/

WNE

W

85' R/

WNE

W

530-R

EOP. J.K.T.

PRESE

NT 50' R/

W

530-R

EOP. J.K.T.

PRESE

NT 50' R/

W

530-R

EOP. J.K.T.

PRESE

NT 50' R/

W

530-R

EOP. J.K.T.

PRESE

NT 50' R/

W

US 17

6 (S

TATE R

OA

D)

85.00' RT

891+10.00

75.00' LT

900+50.00

85.00' LT

900+50.00

PROPERTY STRIP MASTER PLAN

US 1761" = 150'

US 176 4ASTATE ROAD

US 17

6 (S

TATE R

OA

D)

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

95.00' RT

891+10.00

89.71' RT

78+10.00

87.77' RT

78+60.00

NEW R/W

CANE BAY SPINE ROAD C STA. 100+00.00

NEXTON PARKWAY STA. 100+00.00

US 176 STA. 895+75.00

TIE EQUALITYCANE

BAY

SPIN

E RO

AD

C

PL =

EXISTIN

G R/

W

PL =

EXISTIN

G R/

W

PL =

EXISTIN

G R/

W

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

80

85

90

95

100

105

880

885

890

895

900

905

910

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

COMMENTSUNITQUANTITYITEM

COMMENTSUNITQUANTITYITEM

EROSION CONTROL INCLUSIONS

GENERAL INCLUSIONS


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

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

ALIGNMENT.

THE COUNTY ENGINEER MUST SPECIFICALLY AUTHORIZE CHANGES INVOLVING INCREASED COST OF PROJECT OR CHANGES IN 11/20/2018

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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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US 176 / NEXTONN/A


STATE ROAD /

PROJECT NOTES

PROJECT DESCRIPTION1.

SURVEY AND DESIGN INFORMATION2.

EROSION CONTROL3.

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

SYSTEM. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED BEFORE GROUND DISTURBING

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

SLOPE AWAY FROM THE PROJECT. SILT FENCE SHALL BE PLACED WHERE PRACTICAL AROUND

SEDIMENT LEAVES THE PROJECT LIMITS, ESPECIALLY AT THE TOE OF FILL SLOPES THAT

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

EXISTING STRUCTURES IN SCDOT ROW4.

FIELD CHANGES IN SCDOT ROW5.

REQUIRE WRITTEN SCDOT APPROVAL PRIOR TO CHANGES BEING IMPLEMENTED IN THE FIELD.

ANY FIELD CHANGES WITHIN SCDOT R/W OR CHANGES THAT WOULD IMPACT SCDOT R/W WILL

STANTEC CONSULTING.

CONTROL AND SURVEYS WERE PROVIDED BY GPA. ENGINEERING DESIGN PERFORMED BY

SHOULD NOT BE RE-INSTALLED WITHIN ROW.

POSTS, LANDSCAPING, DEBRIS, ETC.) THAT HAVE TO BE MOVED AS PART OF THE CONSTRUCTION

ANY UNSAFE AND/OR UNPERMITTED, EXISTING ENCROACHEMENTS WITHIN THE ROW (I.E. FENCES,

MOBILIZATION 1.000 LS PER CONTRACT DOCUMENTS

BONDS AND INSURANCE 1.000 LS PER CONTRACT DOCUMENTS

CONSTRUCTION STAKES, LINES & GRADES 1.000 EA PER CONTRACT DOCUMENTS

PERMANENT COVER 6.960 ACRE FOR ALL DISTURBED AREAS

TEMPORARY COVER 13.920 ACRE FOR ALL DISTURBED AREAS

STRAW OR HAY MULCH WITH TACKIFIER 20.880 ACRE FOR ALL DISTURBED AREAS

FERTILIZER (NITROGEN) 696.000 LB FOR ALL DISTURBED AREAS

FERTILIZER (PHOSPHORIC ACID) 696.000 LB FOR ALL DISTURBED AREAS

FERTILIZER (POTASH) 696.000 LB FOR ALL DISTURBED AREAS

AGRICULTURAL GRANULAR LIME 13,922.000 LB FOR ALL DISTURBED AREAS

SELECTIVE WATERING 135,750.000 GAL WHERE DIRECTED BY ENGINEER

MOWING 41.760 ACRE WHERE DIRECTED BY ENGINEER

REPLACE/REPAIR SILT FENCE 386.000 LF FOR MAINTENANCE OF SILT FENCE

REMOVAL OF SILT RETAINED BY SILT FENCE 964.000 LF FOR MAINTENANCE OF SILT FENCE

PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE SINGLE ARROW 32.000 EA FOR TRAFFIC CONTROL

PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE WORD 'ONLY' 26.000 EA FOR TRAFFIC CONTROL

PAVEMENT MARKINGS(TEMP-PAINT) 4" WHITE BROKEN LINES 2,770.000 LF FOR TRAFFIC CONTROL

PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" WHITE SOLID LINES 13,400.000 LF FOR TRAFFIC CONTROL

PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" YELLOW SOLID LINES 19,780.000 LF FOR TRAFFIC CONTROL

PAVEMENT MARKINGS(TEMPORARY-PAINT)-8" WHITE SOLID LINES 364.000 LF FOR TRAFFIC CONTROL

PAVEMENT MARKINGS(TEMPORARY-PAINT)-24"WHITE SOLID LINES 980.000 LF FOR TRAFFIC CONTROL

MAINTENANCE STONE 200.000 TON WHERE DIRECTED BY ENGINEER

PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 43.000 EA WHERE DIRECTED BY ENGINEER

PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 43.000 EA WHERE DIRECTED BY ENGINEER

RIGHT OF WAY MARKER(REBAR & CAP) 16.000 EA WHERE DIRECTED BY ENGINEER

RIGHT OF WAY PLAT 1.000 LS WHERE DIRECTED BY ENGINEER

MILLED-IN RUMBLE STRIP 0.610 MI ALONG BOTH SIDES OF US 176

HOT MIX ASPHALT SURFACE COURSE TYPE B 550.000 TON LEVELING

LIQUID ASPHALT BINDER PG64-22 30.000 TON LEVELING

WITH THE NEXTON PARKWAY IMPROVEMENTS (BY OTHERS).

WIDENING OF US 176 FOR TURN LANES AND CONSTRUCTING A NEW MULTILANE ROAD TO TIE IN

MAJOR WORK ITEMS INCLUDE:

NORTH OF THE INTERSECTION WITH US 17A.

0.7 MILES SOUTH OF THE INTERSECTION WITH S-8-275 (SHEEP ISLAND ROAD) AND 4.2 MILES

THE PROJECT IS SITUATED IN BERKELEY COUNTY, SOUTH CAROLINA ON US 176, APPROXIMATELY

REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 125.000 SY WHERE DIRECTED BY ENGINEER

BID ALTERNATES6.

ON SHEET TS2.

BID ALTERNATE 2 INCLUDES ALL WORK SHOWN FOR TRAFFIC SIGNAL MAST ARM INSTALLATION

ON SHEET TS1.

BID ALTERNATE 1 INCLUDES ALL WORK SHOWN FOR TRAFFIC SIGNAL SPAN WIRE INSTALLATION

SCDOT CONSTRUCTION7.

PRECONSTRUCTION MEETING AND FOR ALL INSPECTION WORK IN THE SCDOT R/W.

CONTACT BEHLING GUESS (843-873-5763) OF SCDOT FOR ATTENDANCE AT THE

INSPECTION WITHIN SCDOT ROW8.

ROW SHALL BE PROVIDED BY BERKELEY COUNTY.

OCCURING INSIDE SCDOT ROW. CERTIFIED TESTING FOR ALL ROAD CONSTRUCTION IN SCDOT

CERTIFIED INSPECTORS BY BERKELEY COUNTY SHALL BE ONSITE AT ALL TIMES WHEN WORK IS

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

EASTING ALIGNMENT STATION OFFSET ELEVATION DESCRIPTIONBM

BENCHMARK DATA

NORTHING

CURVE

Δ

CURVE DATA

P.T. - LG%

P.C. - LG%

e

eMAX

D.S.

EXTERNAL (E)

RADIUS (R)

ARC LENGTH (L)

TANGENT (T)

DEGREE (D)

DELTA ( )

P.I.

VERTICAL CONTROL

HORIZONTAL CONTROL

COORDINATES

COMBINED SCALE FACTOR

NORTH ORIENTATION

DATUM INFORMATIONSEE SHEET 5B

STA. 94+50

NEXTON PARKWAY

MATCHLINE

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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

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BM 2BM 1

SCALE IN FEET

100 200 4000

BM 1

BM 2

US 176

US 176

894+22.36

900+04.03

27.56 RT

21.73 RT

85.84

85.69

PK NAIL IN ASPHALT

5/8" REBAR

467,145.1079

466,672.2703 2,265,093.3888

2,264,754.5755

0° 17' 00" (LT)

0° 15' 00"

113.30

0.07

887+99.95

56.65

22,911.57

8.0%

US 176 - C1

SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM

GRID

NORTH AMERICAN DATUM 1983 (SCVRS 2011 ADJUSTMENT)

1.00000000


SURVEY CONTROL &

US 176 / NEXTON1" = 100'

US 176 5ANEXTON PARKWAY

STATE ROAD /

NATIONAL GEODETIC VERTICAL DATUM 1929 - NGVD 29

SURVEY AND CONTROL PROVIDED BY GPA.1.

NOTES:

0.50%

0.50%

60

NORMAL CROWN

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

US 176 (STATE ROAD)

CURVE - US 176 - C1

US 176 (STATE ROAD)

PROFILE GRADE POINT

NEXTON PARKWAY NORTHBOUND

PROFILE GRADE POINT

NEXTON PARKWAY SOUTHBOUND

NEXTON PARKWAY STA. 100+00.00, 24.00' RT

NEXTON PARKWAY NB STA. 100+00.00 =

STATION EQUATION

NEXTON PARKWAY STA. 100+00.00, 24.00' LT

NEXTON PARKWAY SB STA. 100+00.00 =

STATION EQUATION

CENTERLINE

NEXTON PARKWAY

PA

RK

WA

Y

NE

XT

ON

E 2264386.5190

N 467717.3333

E 2264386.5190

N 467717.3333

E 2265682.2920

N 465869.7226

E 2263962.6627

N 468327.9402

E 2265273.1868

N 467323.5402

CA

NE

BA

Y

SPIN

E

RO

AD

C



US 176 STA. 895+75.00

TIE EQUALITYPI = 94+00.00

880 885

PC = 8

87+43.3

0

PT = 8

88+56.6

0

890 895 900 905 910

95

100

POT = 100+00.00

105

POT = 105+00.00

CURVE

Δ

CURVE DATA

P.T. - LG%

P.C. - LG%

e

eMAX

D.S.

EXTERNAL (E)

RADIUS (R)

ARC LENGTH (L)

TANGENT (T)

DEGREE (D)

DELTA ( )

P.I.

VERTICAL CONTROL

HORIZONTAL CONTROL

COORDINATES

COMBINED SCALE FACTOR

NORTH ORIENTATION

DATUM INFORMATION

SE

E S

HE

ET 5

A

ST

A. 94+50

NE

XT

ON P

AR

KW

AY

MA

TC

HLIN

E

CURVE

Δ

CURVE DATA

P.T. - LG%

P.C. - LG%

e

eMAX

D.S.

EXTERNAL (E)

RADIUS (R)

ARC LENGTH (L)

TANGENT (T)

DEGREE (D)

DELTA ( )

P.I.

CURVE

Δ

CURVE DATA

P.T. - LG%

P.C. - LG%

e

eMAX

D.S.

EXTERNAL (E)

RADIUS (R)

ARC LENGTH (L)

TANGENT (T)

DEGREE (D)

DELTA ( )

P.I.

CURVE

Δ

CURVE DATA

P.T. - LG%

P.C. - LG%

e

eMAX

D.S.

EXTERNAL (E)

RADIUS (R)

ARC LENGTH (L)

TANGENT (T)

DEGREE (D)

DELTA ( )

P.I.

11/20/2018

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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

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SCALE IN FEET

100 200 4000

45° 18' 05" (LT)

4° 52' 35"

929.02

490.33

NEXTON - C2

75+97.34

1,175.00

98.20

SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM

GRID

NORTH AMERICAN DATUM 1983 (SCVRS 2011 ADJUSTMENT)

1.00000000


SURVEY CONTROL &

NEXTON PARKWAY1" = 100'

- 5BNEXTON PARKWAY

50

0.50%

0.50%

6.00%

5.80%

1° 16' 28" (LT)

0° 42' 58"

177.96

88.98

82+08.16

8,000.00

50

0.50%

0.50%

6.00%

NEXTON SB - C3

0.49

SURVEY AND CONTROL PROVIDED BY GPA.1.

NOTES:

NATIONAL GEODETIC VERTICAL DATUM 1988 - NGVD 29

10° 31' 07" (RT)

5° 08' 19"

204.69

102.64

78+99.55

1,115.00

50

0.50%

0.50%

6.00%

5.80%

NEXTON NB - C5

4.71

3° 35' 39" (RT)

0° 42' 53"

502.84

251.50

85+48.64

8,016.00

50

0.50%

0.50%

6.00%

NEXTON SB - C4

3.94

NC NC

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NEXTON PARKWAY

NEXT

ON PARK

WA

Y

CURVE - NEXTON - C2

CURVE - NEXTON NB - C5

NEXTON PARKWAY STA. 77+91.72, 27.97' RT

NEXTON PARKWAY NB STA. 77+96.92 =

STATION EQUATION

NEXTON PARKWAY STA. 82+06.51, 3.05' LT

NEXTON PARKWAY SB STA. 81+19.77 =

STATION EQUATION

CURVE - NEXTON SB - C4

PROFILE GRADE POINT

NEXTON PARKWAY NORTHBOUND

PROFILE GRADE POINT

SOUTHBOUND

NEXTON PARKWAY

NEXTON PARKWAY CENTERLINE

E 2262775.0931

N 465140.6987

E 2262589.4425

N 464048.8339

E 2263256.8540

N 465904.3739

PC = 7

7+96.9

2

PT = 8

0+01.6

1

PI = 8

1+19.7

4

PI = 8

2+49.9

7

PI = 8

5+50.0

0

PC = 8

1+19.1

8

PR

C = 8

2+97.1

4

PT = 8

7+99.9

8

PI = 8

9+99.9

8

PI = 9

4+00.0

0

59" E

CURVE - NEXTON SB - C3

60

65

70 PC = 71+

07.54

75

80

PT = 8

0+34.3

1

85 90

PO

T = 6

0+00.0

0

ST

A. 892+50 S

EE S

HE

ET 7

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

GN

E L

ANOISSEFORP

D

ES

NE

CIL

A

NILORAC HTU

O

S

EY

T

HTENNEK NI

T

SUJ

36" RCP

I.E. = 79.10I.E. = 78.30

1 2 3

16 17

HIGHWAY SIGN

TRUCKS ENTERING

18" RCP

PLAN SHEET

US 1761" = 20'

US 176 6STATE ROAD

SCALE IN FEET

20 40 800

UTILITIES LOCATED ON PROJECT

WATER

POWER BERKELEY ELECTRIC CO-OP

BERKELEY COUNTY WATER & SANITATION

COMMUNICATIONS

HOME TELECOM

CHARTER

REPLACE RUMBLE STRIPS ALONG BOTH SIDES OF US 176 FOR THE LENGTH OF THE PROJECT.3.

REFER TO THE MOST CURRENT EDITION OF THE SCDOT STANDARD DRAWINGS.2.

ALIGNMENT CONTROL CAN BE FOUND ON REFERENCE SHEET.1.

NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

887

PC = 8

87+43.3

0

888

PT = 8

88+56.6

0

889 890 891 892

US 176 (STATE ROAD)

17'F

78'C

24'F

75'C

28'F

76'C

29'F

76'C

29'F

80'C

530-REOP. J.K.T.

PRESENT 50' R/W530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

200' TAPER

STA. 887+50.00

US 176

BEGIN CONSTRUCTION

360' TAPER

12'

12'

12'

12'

18.00' RT

891+10.00

18.00' LT

891+10.00

6'

6'

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

NEW 85' R/W

200' TAPER

85.00' RT

891+10.00

2' PAVED SHOULDER

NEW 85' R/W

PROPERTY LINE

PROPERTY LINE

PL = NEW R/W

95.00' RT

891+10.00NEW 95' R/W

(REMOVED BY OTHERS)

DIRECTED BY ENGINEER.

OVERLAY DRIVEWAY AS

CONSTRUCTED BY OTHERS.

PROPOSED DRIVEWAY TO BE

(PLUGGED AND FILLED BY OTHERS)

840' R

INSTALLED BY OTHERS

36" RCP TO BE

ST

A. 898+50 S

EE S

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A. 892+50 S

EE S

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

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No. 27825 RE

ENI

GN

E L

ANOISSEFORP

D

ES

NE

CIL

A

NILORAC HTU

O

S

EY

T

HTENNEK NI

T

SUJ

S S S

36" RCP

I.E. = 78.78

36" RCP

36" RCP

28" PINE

I.E. = 79.43

I.E. = 80.87

I.E. = 79.64

I.E. = 78.63

24" RCP

79.81

I.E. =

6

17 1818

79.88

I.E. = 79.76

I.E. = 36" RCP 79.94

I.E. =

3 4 5

150' INGRESS/EGRESS & GENERAL UTILITY EASEMENT

I.E. = 80.05

SIGN

STREET

PLAN SHEET

US 1761" = 20'

US 176 7STATE ROAD

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NE

XT

ON

PA

RK

WA

Y

893 894 895 896 897 898

US 176 (STATE ROAD) US 176 (STATE ROAD)

99

100

POT = 100+00.00

101

29'F

88'C

76'C

82'C

80'C

89'C

62'C

57'F

82'F

81'C

62'F 80'F

12'12' 12' 12'

100' T

AP

ER

12'12'

SPIN

E

RO

AD

C

CA

NE

BA

Y

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

200' STORAGE

300' STORAGE200' STORAGE

200' STORAGE

10'

PA

TH

100' TAPER

12'

12'

12'

22.00' RT

897+03.19

18.00' RT

898+03.1980' R

12'

16'12'

30.00' RT

896+64.98

50' R

NEW 85' R/W

NEW 85' R/W

NEW 95' R/W

50' R

80' R

22.00' LT

894+46.9816'

12' 100' TAPER

18.00' LT

893+46.98

30.00' RT

893+10.0030.00' RT

894+85.15

(REMOVE)

(CLEAN)

(REMOVE) (REMOVE)

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

12'

2' PAVED SHOULDER

(PLUG & FILL)

NP-203

NP-208

12'

12'

40.0

0'

LT

99

+20.17

12.0

0'

LT

99

+08.7

6

70'

R2.11' L

T

99

+37.0

6

NEW 85' R/W

STD. DWG. 720-981-36

RAMP PER SCDOT

STD. DWG. 720-981-36

RAMP PER SCDOT

PL = NEW R/W

PL = NEW R/W

DI-201CLP-202

50' T.R.

50' T.R.

50' T.R. 50

' T.R.

PROPERTY LINE

PROPERTY LINE

STA. 101+05.00


END CONSTRUCTION

16'12'CLP-101

PA

TH

10'

85.00' LT

895+25.15

BEGIN 2' CURB AND GUTTER

END 2' PAVED SHOULDER

48.00' LT

101+02.03

40.00' RT

100+79.98

33.95' LT

896+45.49

BEGIN 2' P.S.

END 2' C&G



US 176 STA. 895+75.00

TIE EQUALITY

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

PROPERTY LINE

ITEM NO. 1

MOVING

ITEM NO. 2

MOVING

ITEM NO. 3

MOVING

STA. 896+45.59, 46.48' RT

BEGIN 2' PAVED SHOULDER

END 2' CURB & GUTTER

0.00' RT

100+91.0012.00' RT

100+91.00

6' R

ST

A. 904+50 S

EE S

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DWG.

R/W

DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

GN

E L

ANOISSEFORP

D

ES

NE

CIL

A

NILORAC HTU

O

S

EY

T

HTENNEK NI

T

SUJ

I.E. = 80.68

24" RCP

I.E. = 81.31

36" RCP

I.E. = 80.41

I.E. = 81.06 I.E. = 81.6224" RCP

I.E. = 81.65

81.84

I.E. = 81.69

I.E. =

I.E. = 79.65

6 10 11 12

18 19

24" RCP24" RCP

STREET SIGN

79.25

I.E. =

13

SIGN

STREET

PLAN SHEET

US 1761" = 20'

US 176 8STATE ROAD

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

899 900 901 902 903 904

US 176 (STATE ROAD)

80'C

78'C

73'C

79'C

68'C

80'C

48'F

78'C

29'F 28'F

77'C

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

200' TAPER

200' TAPER

360' TAPER

18.00' LT

900+50.00

18.00' LT

901+50.00

12'

6'

6'

12'

2' PAVED SHOULDER

18.00' RT

901+50.002' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

(REMOVE) (REMOVE) (REMOVE)

(REMOVE)

(CLEAN)

30.00' LT

898+50.00

12'

DP-20416'

75.00' LT

900+50.00

NEW 75' R/W

16' 24' 16'DP-205

DP-207

20' R 2

0'

R

20'

R

20' R

20' R

20' R

20'

R

20'

R

NEW 85' R/WNEW 85' R/W

PL = NEW R/W

DP-206

PROPERTY LINE

PROPERTY LINE85.00' LT

900+50.00

NEW 85' R/W

ITEM NO. 4

MOVING

840' R

ST

A. 904+50 S

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DWG.

R/W

DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

GN

E L

ANOISSEFORP

D

ES

NE

CIL

A

NILORAC HTU

O

S

EY

T

HTENNEK NI

T

SUJ

I.E. = 81.95

I.E. = 81.97

13 14 15

24" RCP

19

PLAN SHEET

US 1761" = 20'

US 176 9STATE ROAD

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

905 906 907 908

US 176 (STATE ROAD)

22'F

19'F

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

530-REOP. J.K.T.

PRESENT 50' R/W

STA. 905+30.00

US 176

END CONSTRUCTION

12'

12'

12.00' LT

905+10.00

12.00' RT

905+10.00

2' PAVED SHOULDER

2' PAVED SHOULDER

NEW 85' R/W

(CLEAN)

PROPERTY LINE

PROPERTY LINE

PL = NEW R/W

ST

A. 83+50 S

EE S

HE

ET 1

1

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

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ANOISSEFORP

D

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CIL

A

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O

S

EY

T

HTENNEK NI

T

SUJ

1 3

9

1

5

PLAN SHEET


- 10NEXTON PARKWAY

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

78

79

80

PT = 8

0+34.3

1

81 82 83

NEXTON PARKWAY

22'C

24'C

25'C

26'C27'C

29'C

45'C

59'C

73'C 75'C77'C

85'C

77'C

16'

12'

12'

STA. 77+73.05

NEXTON PARKWAY

BEGIN CONSTRUCTION

0.31' RT

80+17.40

36.00' RT

80+48.9312'

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER10'

20.00' RT

81+19.77

10.00' RT

81+19.77

2' PAVED SHOULDER

10' PATH

(BY OTHERS)

PARKWAY IMPROVEMENTS

PROPOSED NEXTON

NEXTON PARKWAY

CLP-301

2' PAVED SHOULDER

20.00' RT

82+50.00

CLP-302

DI-304

OP-303

DN-302

OP-301

10' PATH

8,016' R

8,000' R

75.34' RT

77+73.05

85.34' RT

77+73.27

990' R

1,103' R

1,139' R

73.00' RT

80+32.44

83.00' RT

80+32.44

1000' R

87.77' RT

78+60.00

89.71' RT

78+10.00

NEW R/W

12'

16'

12.23' LT

82+97.49

13'

12'

12'

STD. DWG. 805-115-10

TREATMENT TL3 PER SCDOT

GUARDRAIL MT3 LEADING END

STD. DWG. 805-170-00

END TREATMENT PER SCDOT

GUARDRAIL TYPE MB TRAILING STD. DWG. 805-210-00

GUARDRAIL PER SCDOT

212.5 LF MGS3

SIDEWALK

TO TIE-IN WITH NEW

SIDEWALK AS NECESSARY

RECONSTRUCT EXISTING

39.97' RT

77+91.96

27.97' RT

77+91.72

3.98' RT

77+91.25

ST

A. 83+50 S

EE S

HE

ET 1

0

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EE S

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DATETOPO.

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DATE SCALE: RTE.

PLAN SCALE 1" =

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SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

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A

NILORAC HTU

O

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No. 27825 RE

ENI

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ANOISSEFORP

D

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CIL

A

NILORAC HTU

O

S

EY

T

HTENNEK NI

T

SUJ

3

9

5

PLAN SHEET


- 11NEXTON PARKWAY

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

84 85 86 87 88 89

NEXTON PARKWAY

77'C

85'C

76'C

85'C

75'C

85'C

75'C

85'C

74'C

85'C

76'C

85'C

74'C

85'C

75'C

85'C

300' TAPER

16'

16'

12'

12'

10' PATH

2' PAVED SHOULDER

NEXTON PARKWAY2' PAVED SHOULDER

12.00' RT

85+50.00

36.00' LT

88+00.00

12'

12'

16'

8' 8'

0.36' RT

83+55.48

20.01' LT

84+42.14

12.00' LT

88+00.00

8,000' R

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

DI-306

CLP-303

OP-305

DI-308

CLP-304

OP-307

DI-310

CLP-305

OP-309

ST

A. 89+50 S

EE S

HE

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1

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EE S

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

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ANOISSEFORP

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CIL

A

NILORAC HTU

O

S

EY

T

HTENNEK NI

T

SUJ

6' WIRE FENCE

6' WIRE FENCE

6' WIRE FENCE

I.E. = 82.87

I.E. = 81.96

12" RCP

I.E. = 82.55

I.E. = 81.84

15" RCP

9

43

8

5

6' WIRE FENCE

6' WIRE FENCE

6' WIRE FENCE

PLAN SHEET


- 12NEXTON PARKWAY

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

90 91 92 93 94 95

NEXTON PARKWAY NEXTON PARKWAY

65'C

86'C

75'C

86'C

75'C

98'C

76'C

86'C

74'C

85'C

74'C

85'C

400' TAPER

12'

12'

NEXTON PARKWAY

12'

12'

16'

12'

12'

STA. 95+35.00

BEGIN 2' CURB & GUTTER


10' PATH

(REMOVE)

8'

OP-322

NP-314

CB-323

NP-315

NP-319

CB-327

CB-328

OP-335

NP-326

CB-336

NP-327

NEXTON PARKWAY

73.00' RT

95+35.00

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

2' PAVED SHOULDER

83.00' RT

95+35.00

36.00' LT

94+00.00

12.00' LT

94+64.00

36.00' LT

94+64.00

12.00' LT

94+00.00

12.00' RT

94+00.00

12.00' RT

94+64.00

36.00' LT

90+20.00

12.00' LT

90+25.00

12.00' RT

90+25.00

12.00' LT

89+61.00

12.00' RT

89+61.00

36.00' LT

89+66.00

DI-321

OP-311

DI-312NP-306

DN-313

NP-307

DI-314

DN-315

NP-309

DI-317

OP-316

CLP-310

OP-318

DI-319

DN-320

NP-312

NP-311

CLP-313

12' R

12' R

40'

24'51.00' LT

89+81.00

15' R

CONSTRUCTION LIMITS)

(REMOVE PORTION WITHIN

51.00' LT

90+05.00

24'

15' R

56.00' LT

94+20.00

56.00' LT

94+44.00

20' R

12' R

40'

12' R

CLP-308

STA. 95+35.00

BEGIN 2' C&G

END 2' PVD. SHLDR.

NP-318

ST

A. 95+50 S

EE S

HE

ET 1

2

MA

TC

HLIN

E

SEE SHEET 7

SEE SHEET 7

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

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A

NILORAC HTU

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No. 27825 RE

ENI

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ANOISSEFORP

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HTENNEK NI

T

SUJ

6' WIRE FENCE

I.E. = 81.02

24" RCP

79.8

1

I.E. =

79.8

8

I.E. =

7 6

4

5

6' WIRE FENCE

PLAN SHEET


- 13NEXTON PARKWAY

SCALE IN FEET

20 40 800


NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

US 17

6 (S

TA

TE

RO

AD)

895

896

897

96 97 98 99 100

PO

T = 1

00+00.0

0

NEXTON PARKWAY

101

76'C

82'C

49'F

87'F

52'F

81'F

53'F

81'F

57'F

82'F

62'F

80'F

SPINE ROAD C

CANE BAY

200' TAPER

200' TAPER

10' PATH

80' R

12'

12'

(REMOVE)

NP-315 NP-316NP-317

NP-327

CB-324

CB-330NP-321

CB-329

CB-337 NP-328 CB-338

CB-325

CB-331

CB-332

NP-323

200' STORAGE

200' STORAGE0.00' RT

97+35.00

48.00' RT

97+35.00

36.00' LT

98+20.17100' TAPER

CB-326

NP-329

NEXTON PARKWAY

40.00' LT

99+20.17

2' R

12.00' LT

99+08.76

70' R

5.88' LT

99+37.39

0.00' LT

99+20.00

NP-325

CB-334

70' R

2.11' LT

99+37.06

48.00' RT

98+97.76

60.00' RT

97+35.00

ST

D. D

WG. 7

20-981-

36

RA

MP

PE

R

SC

DO

T

50' R

CB-333

70.00' RT

97+35.00

50' T.R.

12'

12'

8' MEDIAN

CB-339

NP-324NP-320 NP-32236.00' LT

97+00.00

36.00' LT

97+64.0020' R

20' R12' 12'

56.00' LT

STA. 97+20.00

END 2' C&G

56.00' LT

STA. 97+44.00

BEGIN 2' C&G

STA. 99+05.08, 39.40' LT

BEGIN 2' CURB & GUTTER


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HORIZ

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PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

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ZIR

OHTUA FO ETA

CIFI

TR

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A

NILORAC HTU

O

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No. 27825 RE

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System ID Link ID

(in)

Diameter

Barrels

No. of

(ft)

Pipe Length

(%)

Slope Node

Description

Node

Station

Node

(ft)

Link Invert Node

Description

Node

Station

Node

(ft)

Link Invert

(ft)

Min.

(ft)

Max.

below invert

SPT "N"

Min. Field

(psi)

Pressure

Joint

TYPE

HDPE Built

CLASS

RCP Built

GAUGE

SRAP Built

Geometry Upstream Downstream Fill Height Smooth Wall Options

Smooth Wall Pipe

S III N/A

2 DP-204 24 1 32 0.16 - PIPE INLET 899+06.00 80.96 - PIPE OUTLET 898+74.00 80.91 1.5 1.8 S III 16ga




S III N/A

S III N/A

3 NP-326 18 1 18 0.56 CB-336 C.B. TYPE 16 95+42.00 80.60 OP-335 PIPE OUTLET 95+35.00 80.50 1.5 2.0

3 NP-327 18 1 96 0.31 CB-337 C.B. TYPE 16 96+39.94 80.90 CB-336 C.B. TYPE 16 95+44.12 80.60 2.0 2.0



3 NP-314 18 1 18 0.56 CB-323 C.B. TYPE 16 95+42.00 80.60 OP-322 PIPE OUTLET 95+35.00 80.50 1.5 2.0










3 CLP-301 18 1 88 0.30 DN-302 PIPE INLET 81+00.00 79.20 OP-301 PIPE OUTLET 81+00.00 78.94 1.2 2.9


S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

S III 16ga

DRAINAGE TABLE

US 176 / NEXTONN/A


STATE ROAD /

3 CLP-303 18 1 62 0.31 DI-306 24x36 D.I. 84+50.00 79.61 OP-305 PIPE OUTLET 84+50.00 79.42 1.1 2.1


2 CLP-202 36 1 194 0.17 DI-201 5x5 D.I. 896+78.00 80.60 - PIPE OUTLET 894+85.00 80.27 1.6 2.2

2 NP-203 36 1 20 0.15 - PIPE INLET 897+03.00 80.63 DI-201 5x5 D.I. 896+83.00 80.60 1.0 1.0

2 NP-208 36 1 4 0.50 - PIPE INLET 896+80.50 80.62 DI-201 5x5 D.I. 896+80.50 80.60 1.0 1.0



3 NP-306 18 1 56 0.36 DI-312 24x36 D.I. 90+24.00 79.95 OP-311 PIPE OUTLET 89+68.00 79.75 1.0 1.3

3 NP-307 18 1 8 0.63 DN-313 PIPE INLET 90+34.00 80.00 DI-312 24x36 D.I. 90+26.00 79.95 1.0 1.3



3 CLP-308 18 1 57 0.32 DI-314 24x36 D.I. 90+25.00 80.13 DI-312 24x36 D.I. 90+25.00 79.95 1.0 2.0

3 NP-311 18 1 56 0.36 DI-319 24x36 D.I. 94+63.00 80.40 OP-318 PIPE OUTLET 94+07.00 80.20 1.0 1.3


3 CLP-313 18 1 57 0.32 DI-321 24x36 D.I. 94+64.00 80.58 DI-319 24x36 D.I. 94+64.00 80.40 1.0 2.0

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga

S IV 16ga


S III 12ga1 CLP-101 48 1 236 0.12 - PIPE INLET 896+65.00 79.33 - PIPE OUTLET 894+30.00 79.04 2.1 2.2

BEVEL ALL PIPE ENDS IN ACCORDANCE WITH SCDOT STANDARD DRAWING 719-610-00.2.

719-110-01 (DROP INLET 24"X36") AND 719-110-02 (DROP INLET 24"X36" WITH STANDARD 5'X5' BOX).

REFER TO SCDOT STANDARD DRAWINGS 719-016-01 (CATCH BASIN TYPE 16), 719-017-01 (CATCH BASIN TYPE 17), 1.

NOTES:

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

US 176

ST

A. 892+50 S

EE B

EL

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MA

TC

HLIN

E

ST

A. 892+50 S

EE A

BO

VE

MA

TC

HLIN

E

ST

A. 898+50 S

EE S

HE

ET 1

6M

AT

CH

LIN

E

US 176SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

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PLAN SCALE 1" =

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SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

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PROFILE

US 1761" = 20' H; 1" = 5' V

US 176 15STATE ROAD

70

80

90

70

80

90

90

80

70

90

80

70

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

887+00 888+00 889+00 890+00 891+00 892+00

85.1

1

85.2

6

85.3

8

85.5

3

85.6

8

85.8

7

85.9

9

86.0

9

86.2

3

86.4

2

86.5

0

86.6

4

86.7

9

85.3

8

VPI = 888+00.00

Elev. = 85.80

(+) 0.84% (+) 0.35%

100' V.C.

K = 204

VPI = 891+00.00

Elev. = 86.85

(+) 0.35% (+) 0.17%

100' V.C.

K = 571

VP

C = 8

87+50.0

0

Ele

v. = 8

5.3

8

VP

T = 8

88+50.0

0

Ele

v. = 8

5.9

8

VP

C = 8

90+50.0

0

Ele

v. = 8

6.6

8

VP

T = 8

91+50.0

0

Ele

v. = 8

6.9

4

VP

C = 8

92+50.0

0

85.3

8

85.7

4

85.9

8

86.1

5

86.3

3

86.5

0

86.6

8

86.8

3

86.9

4

87.0

3

87.1

1

FINISH GRADE

ELEV. 85.38

US 176 STA. 887+50.00

BEGIN CONSTRUCTION

EXISTING GRADE

893+00 894+00 895+00 896+00 897+00 898+00

86.7

9

86.8

1

86.8

5

86.8

5

86.9

1

86.9

8

87.0

2

87.0

5

87.0

7

87.0

7

87.1

1

87.2

2

87.2

9

VPI = 893+00.00

Elev. = 87.20

(+) 0.17% (+) 0.07%

100' V.C.

K = 923Ele

v. = 8

7.1

1

VP

T = 8

93+50.0

0

Ele

v. = 8

7.2

3

VP

C = 8

98+50.0

0

87.1

1

87.1

9

87.2

3

87.2

7

87.3

0

87.3

3

87.3

7

87.4

0

87.4

3

87.4

7

87.5

0

87.5

3

87.5

7

FINISH GRADE

EXISTING GRADE

ELEV. 87.38

CANE BAY STA. 100+00.00

NEXTON STA. 100+00.00

US 176 STA. 895+75.00

TIE EQUALITY

US 176

ST

A. 904+50 S

EE B

EL

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MA

TC

HLIN

E

ST

A. 904+50 S

EE A

BO

VE

MA

TC

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E

US 176

ST

A. 898+50 S

EE S

HE

ET 1

5M

AT

CH

LIN

E

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

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PLAN SCALE 1" =

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SCALE 1" =

HORIZ

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PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

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PROFILE

US 1761" = 20' H; 1" = 5' V

US 176 16STATE ROAD

70

80

90

70

80

90

90

80

70

90

80

70

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

899+00 900+00 901+00 902+00 903+00 904+00

87.2

9

87.3

2

87.2

9

87.2

6

87.2

6

87.2

8

87.3

2

87.3

6

87.3

2

87.3

4

87.3

8

87.4

4

87.4

9

VPI = 899+00.00

Elev. = 87.60

(+) 0.07% (+) 0.03%

100' V.C.

K = 2451

(+) 0.03%

Ele

v. = 8

7.5

7

VP

T = 8

99+50.0

0

Ele

v. = 8

7.6

1

VP

C = 9

04+30.0

0

Ele

v. = 8

7.7

4

87.5

7

87.5

9

87.6

1

87.6

3

87.6

4

87.6

5

87.6

6

87.6

8

87.6

9

87.7

0

87.7

2

87.7

3

87.7

3

FINISH GRADE

EXISTING GRADE

905+00

87.4

9

87.4

8

87.5

1

VPI = 904+80.00

Elev. = 87.75

(+) 0.03% (-) 0.56%

100' V.C.

K = 171

87.4

7VP

T = 9

05+30.0

0

Ele

v. = 8

7.4

7

87.7

3

87.6

1

ELEV. 87.47

US 176 STA. 905+30.00

END CONSTRUCTION

FINISH GRADE

EXISTING GRADE

PARKWAY

NEXTON

PARKWAY

NEXTON

ST

A. 83+50 S

EE B

EL

OW

MA

TC

HLIN

E

ST

A. 83+50 S

EE A

BO

VE

MA

TC

HLIN

E

ST

A. 89+50 S

EE S

HE

ET 1

8M

AT

CH

LIN

E

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

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NEXTON PARKWAY1" = 20' H; 1" = 5' V

- 17NEXTON PARKWAY

70

80

90

70

80

90

90

80

70

90

80

70

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

78+00 79+00 80+00 81+00 82+00 83+00

81.5

2

81.3

2

81.3

7

81.5

0

81.7

5

82.0

3

82.2

6

82.2

6

82.3

6

82.4

8

82.5

8

82.6

8

83.4

4

FINISH GRADE

EXISTING GRADE

(BY OTHERS)

FINISH GRADE

ELEV. 82.37


BEGIN PAVEMENT CONSTRUCTION

82.3

7VPI = 79+00.00

Elev. = 82.69

(+) 0.30% (+) 0.10%

100' V.C.

K = 500

VP

C = 7

8+50.0

0

Ele

v. = 8

2.5

4

VP

T = 7

9+50.0

0

Ele

v. = 8

2.7

4

82.3

9

82.5

4

82.6

7

82.7

4

82.7

9

82.8

4

82.8

9

82.9

4

82.9

9

83.0

4

83.0

9

83.1

4

STA. 82+06.51 AND STA. 84+42.14

PARKWAY SOUTHBOUND PROFILE BETWEEN

REFER TO SHEET 19 FOR NEXTON

84+00 85+00 86+00 87+00 88+00 89+00

83.4

4

84.2

9

84.0

1

83.3

7

83.2

0

83.2

2

83.5

0

83.8

9

83.7

2

83.3

7

83.3

0

83.2

9

83.1

3

EXISTING GRADE

FINISH GRADE

83.1

4

83.1

9

83.2

4

83.2

9

83.3

4

83.3

9

83.4

4

83.4

9

83.5

4

83.5

9

83.6

4

83.6

9

83.7

4

PARKWAY

NEXTON

PARKWAY

NEXTON

ST

A. 89+50 S

EE S

HE

ET 1

7M

AT

CH

LIN

ES

TA. 95+50 S

EE A

BO

VE

MA

TC

HLIN

E

ST

A. 95+50 S

EE B

EL

OW

MA

TC

HLIN

E

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

11/20/2018

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PLAN SCALE 1" =

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SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

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A

NILORAC HTU

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No. 27825 RE

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- 18NEXTON PARKWAY

70

80

90

70

80

90

90

80

70

90

80

70

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

90+00 91+00 92+00 93+00 94+00 95+00

83.1

3

82.9

3

83.4

0

83.4

5

83.4

4

83.4

2

83.5

3

83.8

0

83.7

7

83.6

5

83.6

8

83.7

3

84.1

6

FINISH GRADE

EXISTING GRADE

VPI = 94+85.00

Elev. = 84.28

(+) 0.10% (+) 0.42%

100' V.C.

K = 315

VP

C = 9

4+35.0

0

Ele

v. = 8

4.2

3

VP

T = 9

5+35.0

0

Ele

v. = 8

4.4

9

83.7

4

83.7

9

83.8

4

83.8

9

83.9

4

83.9

9

84.0

4

84.0

9

84.1

4

84.1

9

84.2

5

84.3

6

84.5

5

96+00 97+00 98+00 99+00 100+00

84.1

6

84.8

1

82.9

8

83.7

4

84.0

4

83.8

1

84.0

1

85.2

5

83.3

1

87.0

4

FINISH GRADE

EXISTING GRADE

ELEV. 87.38

US 176 STA. 895+75.00


TIE EQUALITY

VPI = 99+43.00

Elev. = 86.19

(+) 0.42%(+) 2.08%

50' V.C.

K = 30

87.3

8

VP

C = 9

9+18.0

0

Ele

v. = 8

6.0

9

VP

T = 9

9+68.0

0

Ele

v. = 8

6.7

1

84.5

5

84.7

6

84.9

7

85.1

8

85.3

9

85.6

0

85.8

0

86.0

1

86.3

9

87.3

8

PARKWAY SB

NEXTON

SPINE RD C

CANE BAYSCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

SCALE

VERTICAL: 1"=5'

HORIZONTAL: 1"=20'

PROFILE

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PLANS PREPARED BY:


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COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

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OHTUA FO ETA

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PROFILE


- 19NEXTON PARKWAY

70

80

90

70

80

90

90

80

70

90

80

70

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

80+00 81+00 82+00 83+00 84+00 85+00 86+00

ELEV. 83.39


PROFILE GRADE LINE

BEGIN NEXTON PARKWAY SOUTHBOUND ELEV. 83.24


PROFILE GRADE LINE

END NEXTON PARKWAY SOUTHBOUND

(-) 0.05%

83.3

9

83.2

4

83.3

8

83.3

5

83.3

3

83.3

0

83.2

8

83.2

6

87.3

8

100+00 101+00

87.0

4

79.9

4

84.3

8

ELEV. 87.38

US 176 STA. 895+75.00


TIE EQUALITY

ELEV. 85.83


END CONSTRUCTION

87.3

8

VPI = 100+65.00

Elev. = 86.03

(-) 2.08%(-) 0.50%

70' V.C.

K = 44

85.8

3VP

C = 1

00+30.0

0

Ele

v. = 8

6.7

6

VP

T = 1

01+00.0

0

Ele

v. = 8

5.8

5

87.3

8

86.3

8

85.8

5

STA. 97+50 SEE SHEET TC2

MATCHLINE

ST

A. 898+50 S

EE A

BO

VE

MA

TC

HLIN

E

ST

A. 898+50 S

EE B

EL

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TC

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

GN

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O

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HTENNEK NI

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SUJ

SCALE IN FEET

50 100 2000

NEW CONSTRUCTION

LEGEND

STAGE 1

TRAFFIC CONTROL PLAN

US 176 / NEXTON1" = 50'

US 176 TC1NEXTON PARKWAY

STATE ROAD /

CONSTRUCT SURFACE COURSE OF ASPHALT PAVEMENT.

PORTION OF NEW ROADWAY AS SHOWN. DO NOT

CONSTRUCT DRAINAGE IMPROVEMENTS AND SHADED 4.

DIRECTION ON EXISTING LANES, UTILIZING FLAGMEN.

MAINTAIN MINIMUM ONE LANE OF TRAFFIC IN EACH 3.

INSTALL PORTABLE PLASTIC DRUMS.2.

INSTALL PERMANENT CONSTRUCTION SIGNS.1.

CONSTRUCTION SEQUENCE (STAGE 1)

BE PRIOR APPROVED BY THE CONSTRUCTION OFFICE INSPECTING THIS WORK.

PRIOR TO IMPELEMENTATION OF THE CLOSURE. ALL LANE CLOSURE WILL NEED TO

MEDIA OUTLETS, SCDOT, AND ALL EMERGENCY AGENCIES A MINIMUM OF ONE WEEK

AT EITHER 5 AM OR 1 PM. ANY CLOSURE WILL REQUIRE NOTIFYING ALL REQUIRED

9 AM TO 1 PM. ALL TRAFFIC CONTROL IS TO BE REMOVED FROM THE ROADWAY

(STATE ROAD) WILL BE PERFORMED BETWEEN THE HOURS OF 9 PM TO 5 AM AND

ANY WORK REQUIRING A TRAFFIC DISRUPTION OR LANE CLOSURE ON US 176 4.

3:00 PM.

CLOSURE WORK IS TO BE DONE DURING DAYLIGHT HOURS BETWEEN 9:00 AM TO

SCDOT STANDARD DRAWING 610-205-00 FOR SHOULDER CLOSURE. ALL SHOULDER

ANY WORK REQUIRING A SHOULDER CLOSURE ON US 176 IS TO BE DONE USING 3.

AS DIRECTED BY THE PLANS.

INSTALLED IN ACCORDANCE WITH STANDARD DRAWING NUMBER 601-005-00, AND

PORTABLE PLASTIC DRUMS INSTALLED ADJACENT TO INTERSECTIONS SHALL BE 2.

NUMBER 605-010-02, MODIFIED SCHEME C FOR BOTH DIRECTIONS OF US 176.

PERMANENT CONSTRUCTION SIGNING ACCORDING TO SCDOT STANDARD DRAWING

PRIOR TO ANY WORK IN SCDOT RIGHT-OF-WAY, THE CONTRACTOR WILL INSTALL 1.

CONSTRUCTION NOTES

EXTENDED ROAD CLOSURE OF NEW ROADWAY ALIGNMENT610-515-00

RIGHT SHOULDER CLOSURE (CASE I / CASE II) PRIMARY ROUTES610-205-00

FLAGGING OPERATIONS TWO-LANE TWO-WAY PRIMARY & SECONDARY ROUTES610-005-00

CONSTRUCTION SIGNING "ROAD WORK" SIGNS "END ROAD WORK"605-030-02

CONSTRUCTION SIGNING SPECIAL SIGNS LET 'EM WORK LET 'EM LIVE605-025-01

CONSTRUCTION SIGNING PERMANENT PRIMARY ROUTES605-010-02

CONSTRUCTION SIGNING GROUND MOUNTED ASSEMBLY U-CHANNEL POSTS - BREAKAWAY INSTALLATION605-005-01

WIDENING PROJECTS NEW ROADWAY CONSTRUCTION PRIMARY ROUTES601-005-00

CONSTRUCTION OF THIS PROJECT REFERENCES THE FOLLOWING SCDOT STANDARD DRAWINGS:5.

CONSTRUCTION NOTES

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NE

XT

ON

PA

RK

WA

Y

US 176 (STATE ROAD)

DWG. 601-005-00 (TYP.)

DRUMS PER SCDOT STD.

INSTALL PORTABLE PLASTIC

SCHEME C

SCDOT STD. DWG. 605-010-02,

CONSTRUCTION SIGNING PER

INSTALL PERMANENT

DWG. 601-005-00 (TYP.)



US 176 (STATE ROAD)

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

SPIN

E

RO

AD

CC

AN

E

BA

Y

SCHEME T5

SCDOT STD. DWG. 610-515-00

INSTALL TYPE III BARRICADES PER

SCHEME T5



884 885 886 887 888 889 890 891 892 893 894 895 896 897 898

98

99

100

101

102

US 176 (STATE ROAD)

SCHEME C



INSTALL PERMANENT

DWG. 601-005-00 (TYP.)



DWG. 601-005-00 (TYP.)



DWG. 601-005-00 (TYP.)



SCHEME T5



899 900 901 902 903 904 905 906 907 908

ST

A. 83+50 S

EE A

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TC

HLIN

E

ST

A. 83+50 S

EE B

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EE S

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

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No. 27825 RE

ENI

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STAGE 1



- TC2NEXTON PARKWAY

SCALE IN FEET

50 100 2000NEW CONSTRUCTION

LEGEND

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NEXTON PARKWAY

84 85 86 87 88 89 90 91 92 93 94 95 96 97

NEXTON PARKWAY

(BY OTHERS)


PROPOSED NEXTON 74

75

76

77

78

7980 81 82 83

STA. 97+50 SEE SHEET TC4

MATCHLINE

ST

A. 898+50 S

EE A

BO

VE

MA

TC

HLIN

E

ST

A. 898+50 S

EE B

EL

OW

MA

TC

HLIN

E

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

No. 27825 RE

ENI

GN

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ANOISSEFORP

D

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CIL

A

NILORAC HTU

O

S

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HTENNEK NI

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SCALE IN FEET

50 100 2000

NEW CONSTRUCTION

LEGEND

STAGE 2


US 176 / NEXTON1" = 50'

US 176 TC3NEXTON PARKWAY

STATE ROAD /

CONSTRUCT SURFACE COURSE OF ASPHALT PAVEMENT.3.

DIRECTION ON EXISTING LANES, UTILIZING FLAGMEN.

MAINTAIN MINIMUM ONE LANE OF TRAFFIC IN EACH 2.

PORTABLE PLASTIC DRUMS.

MAINTAIN PERMANENT CONSTRUCTION SIGNS AND 1.

CONSTRUCTION SEQUENCE (STAGE 2)

BE PRIOR APPROVED BY THE CONSTRUCTION OFFICE INSPECTING THIS WORK.

PRIOR TO IMPELEMENTATION OF THE CLOSURE. ALL LANE CLOSURE WILL NEED TO

MEDIA OUTLETS, SCDOT, AND ALL EMERGENCY AGENCIES A MINIMUM OF ONE WEEK

AT EITHER 5 AM OR 1 PM. ANY CLOSURE WILL REQUIRE NOTIFYING ALL REQUIRED

9 AM TO 1 PM. ALL TRAFFIC CONTROL IS TO BE REMOVED FROM THE ROADWAY

(STATE ROAD) WILL BE PERFORMED BETWEEN THE HOURS OF 9 PM TO 5 AM AND

ANY WORK REQUIRING A TRAFFIC DISRUPTION OR LANE CLOSURE ON US 176 4.

3:00 PM.

CLOSURE WORK IS TO BE DONE DURING DAYLIGHT HOURS BETWEEN 9:00 AM TO

SCDOT STANDARD DRAWING 610-205-00 FOR SHOULDER CLOSURE. ALL SHOULDER

ANY WORK REQUIRING A SHOULDER CLOSURE ON US 176 IS TO BE DONE USING 3.

AS DIRECTED BY THE PLANS.

INSTALLED IN ACCORDANCE WITH STANDARD DRAWING NUMBER 601-005-00, AND

PORTABLE PLASTIC DRUMS INSTALLED ADJACENT TO INTERSECTIONS SHALL BE 2.

NUMBER 605-010-02, MODIFIED SCHEME C FOR BOTH DIRECTIONS OF US 176.

PERMANENT CONSTRUCTION SIGNING ACCORDING TO SCDOT STANDARD DRAWING

PRIOR TO ANY WORK IN SCDOT RIGHT-OF-WAY, THE CONTRACTOR WILL INSTALL 1.

CONSTRUCTION NOTES

EXTENDED ROAD CLOSURE OF NEW ROADWAY ALIGNMENT610-515-00

RIGHT SHOULDER CLOSURE (CASE I / CASE II) PRIMARY ROUTES610-205-00

FLAGGING OPERATIONS TWO-LANE TWO-WAY PRIMARY & SECONDARY ROUTES610-005-00

CONSTRUCTION SIGNING "ROAD WORK" SIGNS "END ROAD WORK"605-030-02

CONSTRUCTION SIGNING SPECIAL SIGNS LET 'EM WORK LET 'EM LIVE605-025-01

CONSTRUCTION SIGNING PERMANENT PRIMARY ROUTES605-010-02

CONSTRUCTION SIGNING GROUND MOUNTED ASSEMBLY U-CHANNEL POSTS - BREAKAWAY INSTALLATION605-005-01

WIDENING PROJECTS NEW ROADWAY CONSTRUCTION PRIMARY ROUTES601-005-00

CONSTRUCTION OF THIS PROJECT REFERENCES THE FOLLOWING SCDOT STANDARD DRAWINGS:5.

CONSTRUCTION NOTES

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

DWG. 601-005-00 (TYP.)


MAINTAIN PORTABLE PLASTIC

DWG. 601-005-00 (TYP.)



US 176 (STATE ROAD)

NE

XT

ON

PA

RK

WA

Y

US 176 (STATE ROAD)

SCHEME C



MAINTAIN PERMANENT

SPIN

E

RO

AD

CC

AN

E

BA

Y

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

SCHEME T5



SCHEME T5



884 885 886 887 888 889 890 891 892 893 894 895 896 897 898

98

99

100

101

102

DWG. 601-005-00 (TYP.)



DWG. 601-005-00 (TYP.)



DWG. 601-005-00 (TYP.)



US 176 (STATE ROAD)

SCHEME C



MAINTAIN PERMANENT

SCHEME T5



899 900 901 902 903 904 905 906 907 908

ST

A. 83+50 S

EE A

BO

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TC

HLIN

E

ST

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EE S

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

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No. 27825 RE

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STAGE 2



- TC4NEXTON PARKWAY

NEW CONSTRUCTION

LEGENDSCALE IN FEET

50 100 2000

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NEXTON PARKWAY

84 85 86 87 88 89 90 91 92 93 94 95 96 97

NEXTON PARKWAY

(BY OTHERS)


PROPOSED NEXTON 74

75

76

77

78

7980 81 82 83

STA. 97+50 SEE SHEET PM2

MATCHLINE

ST

A. 898+50 S

EE A

BO

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ST

A. 898+50 S

EE B

EL

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DATE

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PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

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A

NILORAC HTU

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No. 27825 RE

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SIGNING PLAN

PAVEMENT MARKING AND

US 176 / NEXTON1" = 50'

US 176 PM1NEXTON PARKWAY

STATE ROAD /

SCALE IN FEET

50 100 2000

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NE

XT

ON

PA

RK

WA

Y

US 176 (STATE ROAD)

SOLID LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" DOUBLE YELLOW

SKIP LINE

4" WHITE

"ONLY" (TYP.)

WHITE WORD

(TYP.)

TURN ARROW

"ONLY" (TYP.)

WHITE WORD

SOLID LINE

4" WHITE

BROKEN LINE

4" WHITE

SOLID LINE

24" WHITE

SOLID LINE

4" DOUBLE YELLOW

BROKEN LINE

4" WHITE

SOLID LINE

8" WHITE

STA. 887+50.00

TIE INTO EXISTING MARKINGS

SOLID LINE

24" WHITE

"ONLY" (TYP.)

WHITE WORD

SOLID LINE

24" WHITE

R2-1-30-45

1-3P-14'

SPIN

E

RO

AD

CC

AN

E

BA

Y

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

BROKEN LINE

4" WHITE

SOLID LINE

24" YELLOW

SOLID LINE

24" WHITE

TURN ARROW (TYP.)

SOLID LINE

4" YELLOW

BROKEN LINE

4" WHITE

884 885 886 887 888 889 890 891 892 893 894 895 896 897 898

98

99

100

101

102

US 176 (STATE ROAD)

SOLID LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" DOUBLE YELLOW SKIP LINE

4" WHITE

"ONLY"

WHITE WORD

SOLID LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" DOUBLE YELLOW

STA. 905+30.00

TIE INTO EXISTING MARKINGS

(TYP.)

TURN ARROW

899 900 901 902 903 904 905 906 907 908

BROKEN LINE

4" WHITE

(TYP.)

TURN ARROW

ST

A. 83+50 S

EE A

BO

VE

MA

TC

HLIN

E

ST

A. 83+50 S

EE B

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E

ST

A. 97+50 S

EE S

HE

ET P

M1

MA

TC

HLIN

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11/20/2018

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

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No. 27825 RE

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ANOISSEFORP

D

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CIL

A

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HTENNEK NI

T

SUJ

SIGNING PLAN

PAVEMENT MARKING AND


- PM2NEXTON PARKWAY

SCALE IN FEET

50 100 2000

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

NEXTON PARKWAY

SKIP LINE

4" WHITE

BROKEN LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" WHITE SOLID LINE

24" WHITE

SKIP LINE

4" WHITE

SOLID LINE

4" WHITE

"O

NL

Y" (T

YP.)

WHIT

E

WO

RD

W9-2

L-36

1-3P-14'

SOLID LINE

4" YELLOW

SOLID LINE

4" YELLOW

SOLID LINE

4" WHITE

SOLID LINE

4" YELLOW

SOLID LINE

4" YELLOW

BROKEN LINE

4" WHITE

W4-2

R-36

1-3P-14'

SKIP LINE

4" WHITE

SOLID LINE

4" WHITE

BROKEN LINE

4" WHITE

(TYP.)

DROP ARROW

RIGHT LANE

SOLID LINE

4" YELLOW

SOLID LINE

4" WHITE

84 85 86 87 88 89 90 91 92 93 94 95 96 97

NEXTON PARKWAY

SOLID LINE

4" WHITE

SOLID LINE

4" DOUBLE YELLOW

SOLID LINE

4" WHITE

SOLID LINE

4" YELLOW

SKIP LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" YELLOW

(BY OTHERS)


PROPOSED NEXTON 74

75

76

77

78

7980 81 82 83

STA. 77+91.72

TIE INTO MARKINGS BY OTHERS

SIGN A

R10-12A-30

No. 34085 RE

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GE .C WERD

NA

APPROACH DIRECTION

ROUTE NUMBER

SIGNAL DESIGN SPEED

* ESTIMATED

NB EB WB

55 55

GRADE (%)

US 176CANE BAY BLVD

NEXTON PKWY/

SB

45 45

+0.4% +0.3% -0.1%+0.1%

S

S

S

S

FINAL LOCATIONS OF EQUIPMENT SHOULD BE MINIMALLY ADJUSTED ONLY AS NECESSARY TO AVOID IMMEDIATE CONFLICTS.AND SIGNAL POLE FOUNDATIONS ARE DESIGNED TO MINIMIZE IMPACTS WITH CONSIDERATION OF FUTURE WIDENING ALONG US 176.SIGNAL EQUIPMENT LOCATIONS SHOWN ON PLAN, INCLUDING ALL SPLICE BOXES, CONDUIT RUNS, DIRECTIONAL DRILLING,2.CONTRACTOR SHALL COORDINATE WITH EXISTING UTILITIES FOR PLACEMENT OF FOUNDATIONS, CONDUIT, SPLICE BOXES.1.

NOTES:

NEMA PHASING

BA

RRIE

R

Ø1 + Ø6

Ø2 + Ø6 Ø3 + Ø7

Ø3 + Ø8

Ø2 + Ø5 Ø4 + Ø7

2

8

6

2

OPERATION

FLASHING

SHALL BE SKIPPED

NOTE: ACTUATED PHASES HAVING NO CALL,

6

BA

RRIE

R

Ø4 + Ø8

8

Ø1 + Ø5

4

6

1

38

8P

8P

4

P P

PROP.

PROP.&SIGN

W/ACT.

PROP.

EXT.

PROP.

PROP.

PROP. WW

PROP.

PROP.

PROP.

SIGNAL EQUIPMENT

PROP.EXT. PROP.

FLASHER, SIGNAL MONITOR UNIT, AND BASE-MOUNTED 332A CABINET.

ONE (1) NEW 8-PHASE FULLY ACTUATED STANDARD 2070 CONTROLLER WITH

EXT.

EXT.

VEHICLE SIGNALS:

PEDESTRIAN SIGNALS:

METAL POLES W/O MAST ARMS:

METAL POLES W/ MAST ARMS:

SPLICE BOXES AS NECESSARY:

INDUCTANCE LOOPS AS NECESSARY:

GUYS AS NECESSARY:

WOOD POLES AS NECESSARY:

WIRELESS DETECTORS AS NECESSARY:

EXT.

EXT.

EXT.

EXT.

EXT.

EXT.

DETECTOR UNITS

EIGHT (8) NEW MODEL 222, 2-CHANNEL VEHICLE

HEAD NUMBER

PHASE

SIZE

QUANTITY

LENS

8P

8P

16"

21

12"

1,2F

G

Y

R

FY

1,OLA

1

12"

1

1A

Y

G

2

R

Y

G

2

12"

2

12"

1

3A

Y

G

3

12"

1

R

Y

G

12"

2

4

4

R

Y

G

12"

6

6

Y

R

FY

12"

1

6F 8

R

Y

G

8

12"

22

OLC

MASMAS

S SOLD: Ø8(FYA)OLB: Ø3+Ø4(FYA)

OLC: Ø6(FYA)OLA: Ø1+Ø2(FYA)

3,4F

G

Y

R

FY

3,OLB

Y

R

FY

12"

1

8F

OLD

-

8

-

- - -

IN

TE

RV

AL

1 2 3 4 6 8

WALK

VEH EXT

ADD/VEH

DON'T WALK

MIN GAP

MAX LIMIT

MIN INITIAL

MAXIMUM 2

PHASE

SIGNAL TIMINGS

RED CLEAR

YELLOW

-TIME TO REDUCE

-

-

-

MAX INITIAL

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

TIME BFR REDUCE

-

-

6.06.0

7

29

5.2

1.9

5.2

1.9

5.2

1.9

4.4

2.4

4.4

2.4

4.4

2.4

60 60

15 156 6 8

3.0 3.0 3.0 3.0

2.5

2.5 2.5

49 49

2.5 -

30 3020 20

20

15

20

15

BA

RRIE

R

SIGNAL

HEAD

NUMBER

CLEAR TO

BARR.

R

W

CLEAR TOR

W

CLEAR TOR

W

CLEAR TOR

WBARR. BARR. BARR.

Ø2 Ø6

FLASH

SIGNAL DISPLAY SEQUENCE

(PREFERENTIAL PHASING)

ALTERNATE PHASES ALTERNATE PHASES

CLEAR TOR

W

CLEAR TOR

W

CLEAR TOR

W

CLEAR TOR

W

SIGNAL

HEAD

NUMBER BARR.BARR.BARR. BARR.

BA

RRIE

R

Ø1 Ø5 Ø3 Ø7 Ø4 Ø8

Ø1 Ø6 Ø2 Ø5 Ø3 Ø8 Ø4 Ø7

Ø1 Ø6Ø2 Ø5Ø2 Ø6 Ø2 Ø5Ø1 Ø6Ø1 Ø5 Ø3 Ø8Ø4 Ø7Ø4 Ø8 Ø3 Ø7Ø3 Ø8Ø4 Ø7

DON'T WALKTIME FLASHING DON'T WALK, THEN GOES STEADY WHEN CALLED, TIMES WALK, THEN CLEARANCE **

2 RR R RG YY R R RY

2 R R R RR R RR

R R R6Y G YG G R R R

6 G G G RY R RR

3A -- --- -- ----

RRR GR R Y R

3A - - - G-- -Y

RRR RRR

R RR RR4 R RR G YY

4 RRR RR R R R

R RR R8 R RR G G G Y

DRK 8P DW DW DW DW DW DWDW**

8P **DW DW DW DW DWDW DW

8 RRR GRR Y R

8P

8P

Ø2 Ø6Ø1 Ø5Ø2 Ø5 Ø2 Ø6Ø1 Ø5Ø1 Ø6 Ø4 Ø8

R R

R R

Y R

Y -

R R

G G

Ø4 Ø8Ø3 Ø7Ø4 Ø7 Ø3 Ø7Ø3 Ø8

G Y R RY R R RR R1,2F

RRY R RR RFY FY FY

Y R R RR R RYFYFYFY

Y R R RR R R1,2F YFYFYFY

6F

- -1A YYG - ----

6F

-- --- -- ---- 1A

** **

** **

3,4F

8FR RRR RR RYFYFYFY

RYFYFYFY

8F

3,4F

RYFY FY FYR R RR R

R

Y

FY

G

HEAD WIRING DETAIL

FLASHING YELLOW ARROW

R

Y

FY

OLD R

OLD Y

OLD G

Ø3 G

OLB Y

OLB R

OLB G

Ø1 G

OLA Y

OLA R

OLA G

OLC R

OLC Y

OLC G

1,2F 3,4F 6F 8F

AMP

NO.

CHAN

NO.

DETECTOR

DELAY EXT

SEC SEC

SPECIAL

FEATURES

SIZE

X

NO.OF DIST.

TURNS FROM LS

LOOP DESIGNOPERATION

XN

ON-L

OC

K

WIRED

TO

PHASE(S)

LO

CK

X

LOOP LTR#

SWITCHING, etc.

PHASE/

PU

LS

E

PR

ES

X X

TIME OF DAY-TOD,

DETECTOR INSTALLATION CHART

445'56'x6'---------X--X2---22B

-3'2-4-26'x30'------X-X-3---33A

-3'2-4-26'x30'------X-X-4---44A

-3'2-4-26'x30'------X-X-4---44B

445'56'x6'---------X--X6---66A

-3'2-4-26'x30'------X-X-8---78A

-3'2-4-26'x30'------X-X-8---78B

-3'2-4-26'x30'---10X-X-4---54D

-3'2-4-26'x30'---10X-X-8---88C

-3'2-4-26'x30'QUADRUPOLE------X-X-1---11A

-3'2-4-26'x30'QUADRUPOLE------X-X-2---22A

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

-3'2-4-26'x30'------X-X-4---54C QUADRUPOLE

11/20/2018

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

& R10-3E (9" X 15") SIGNPEDESTRIAN PUSHBUTTONS

SCALE IN FEET

40 80 1600

TRAFFIC SIGNAL PLAN

US 1761" = 40'

US 176 TS1STATE ROAD

55 MPHUS 176 (STATE ROAD)


Ø2

Ø6

Ø1

Ø8Ø3

Ø4

STOP BAR445' TO

STOP BAR445' TO 6

1,2F

8 8,1A

4 4 8F

6F

2

2,3A

2B

2A

4D4C 4B 4A

3A 8A 8B 8C

1A

6A

45 M

PH

NE

XT

ON P

AR

KW

AY

INSTALL 6'x6' LOOP (TYP)

530-REOP. J.K.T.PRESENT 50' R/W




START CROSSING

DON'T START

Finish Crossing

Watch ForVehicles

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

FLASHING

TIMER

STEADY

START CROSSING

DON'T START

Finish Crossing

Watch ForVehicles

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

FLASHING

TIMER

STEADY

YIELD

LEFT TURN

ON FLASHING

INSTALL SIGN A

NEW 85' R/W NEW 85' R/W


PL = NEW R/WNEW 95' R/W

NEW 85' R/W

PL = NEW R/W

45 M

PH

CA

NE B

AY S

PIN

E R

OA

D C

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

NEW 75' R/W

CONDUIT & (1) 3" PVC CONDUIT AND 17"x30" JUNCTION BOXWITH NEW FOUNDATION AND (2) 1" PVC CONDUIT, (3) 2" PVCINSTALL 2070 CONTROLLER IN BASE-MOUNTED 332 CABINET

INSTALL 6x30 QUADRUPOLE LOOP (TYP)

WITH RETROREFLECTIVE BORDER (TYP)INSTALL VEHICLE SIGNAL HEAD AND BACKPLATE

8P

8P

& (1) 3" PVC CONDUIT AT BASE OF POLE (TYP)AND (2) 1" PVC CONDUIT, (3) 2" PVC CONDUITINSTALL 28' STEEL POLE WITH 13"x24" SPLICE BOX

INSTALL 28' STEEL POLE

AND 13"x24" SPLICE BOX WITH 2" PVC CONDUIT AT BASE OF POLEINSTALL 10' PED POLE WITH PED SIGNAL 8P, PUSHBUTTON AND SIGN

& (1) 3" PVC CONDUIT AT BASE OF POLE (TYP)AND (2) 1" PVC CONDUIT, (3) 2" PVC CONDUIT

INSTALL 28' STEEL POLE WITH 13"x24" SPLICE BOX

CONDUIT (TYP)INSTALL 2" PVCINSTALL 13"x24" SPLICE BOX (TYP)

WITH 13"x24" SPLICE BOX AND (2) 2" PVC CONDUIT AT BASE OF POLEINSTALL 10' PED POLE WITH PED SIGNAL 8P, PUSHBUTTON AND SIGN

INSTALL SIGN A

& (1) 3" PVC CONDUIT AT BASE OF POLEAND (2) 1" PVC CONDUIT, (3) 2" PVC CONDUIT

INSTALL 28' STEEL POLE WITH 13"x24" SPLICE BOX

3,4F

6

INSTALL SIGN A

INSTALL SIGN A

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

LOCATION

SIGN A

R10-12A-30

No. 34085 RE

ENI

GN

E L

ANOISSEFORP

D

ES

NE

CIL

A

NILORAC HTU

O

S

NA

GE .C WERD

NA

APPROACH DIRECTION

ROUTE NUMBER

SIGNAL DESIGN SPEED

* ESTIMATED

NB EB WB

55 55

GRADE (%)

US 176CANE BAY BLVD

NEXTON PKWY/

SB

45 45

+0.4% +0.3% -0.1%+0.1%

MAS

MAS

MAS

MAS

FINAL LOCATIONS OF EQUIPMENT SHOULD BE MINIMALLY ADJUSTED ONLY AS NECESSARY TO AVOID IMMEDIATE CONFLICTS.AND SIGNAL POLE FOUNDATIONS ARE DESIGNED TO MINIMIZE IMPACTS WITH CONSIDERATION OF FUTURE WIDENING ALONG US 176.SIGNAL EQUIPMENT LOCATIONS SHOWN ON PLAN, INCLUDING ALL SPLICE BOXES, CONDUIT RUNS, DIRECTIONAL DRILLING,2.CONTRACTOR SHALL COORDINATE WITH EXISTING UTILITIES FOR PLACEMENT OF FOUNDATIONS, CONDUIT, SPLICE BOXES.1.

NOTES:

AMP

NO.

CHAN

NO.

DETECTOR

DELAY EXT

SEC SEC

SPECIAL

FEATURES

SIZE

X

NO.OF DIST.

TURNS FROM LS

LOOP DESIGNOPERATION

XN

ON-L

OC

K

WIRED

TO

PHASE(S)

LO

CK

X

LOOP LTR#

SWITCHING, etc.

PHASE/

PU

LS

E

PR

ES

X X

TIME OF DAY-TOD,

DETECTOR INSTALLATION CHART

445'56'x6'---------X--X2---22B

-3'2-4-26'x30'------X-X-3---33A

-3'2-4-26'x30'------X-X-4---44A

-3'2-4-26'x30'------X-X-4---44B

445'56'x6'---------X--X6---66A

-3'2-4-26'x30'------X-X-8---78A

-3'2-4-26'x30'------X-X-8---78B

-3'2-4-26'x30'---10X-X-4---54D

-3'2-4-26'x30'---10X-X-8---88C

-3'2-4-26'x30'QUADRUPOLE------X-X-1---11A

-3'2-4-26'x30'QUADRUPOLE------X-X-2---22A

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

QUADRUPOLE

-3'2-4-26'x30'------X-X-4---54C QUADRUPOLE

-

8

-

- - -

IN

TE

RV

AL

1 2 3 4 6 8

WALK

VEH EXT

ADD/VEH

DON'T WALK

MIN GAP

MAX LIMIT

MIN INITIAL

MAXIMUM 2

PHASE

SIGNAL TIMINGS

RED CLEAR

YELLOW

-TIME TO REDUCE

-

-

-

MAX INITIAL

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

TIME BFR REDUCE

-

-

6.06.0

7

29

5.2

1.9

5.2

1.9

5.2

1.9

4.4

2.4

4.4

2.4

4.4

2.4

60 60

15 156 6 8

3.0 3.0 3.0 3.0

2.5

2.5 2.5

49 49

2.5 -

30 3020 20

20

15

20

15

NEMA PHASING

BA

RRIE

R

Ø1 + Ø6

Ø2 + Ø6 Ø3 + Ø7

Ø3 + Ø8

Ø2 + Ø5 Ø4 + Ø7

2

8

6

2

OPERATION

FLASHING

SHALL BE SKIPPED

NOTE: ACTUATED PHASES HAVING NO CALL,

6

BA

RRIE

R

Ø4 + Ø8

8

Ø1 + Ø5

4

6

1

38

8P

8P

4

P P

PROP.

PROP.&SIGN

W/ACT.

PROP.

EXT.

PROP.

PROP.

PROP. WW

PROP.

PROP.

PROP.

SIGNAL EQUIPMENT

PROP.EXT. PROP.

FLASHER, SIGNAL MONITOR UNIT, AND BASE-MOUNTED 332A CABINET.

ONE (1) NEW 8-PHASE FULLY ACTUATED STANDARD 2070 CONTROLLER WITH

EXT.

EXT.

VEHICLE SIGNALS:

PEDESTRIAN SIGNALS:

METAL POLES W/O MAST ARMS:

METAL POLES W/ MAST ARMS:

SPLICE BOXES AS NECESSARY:

INDUCTANCE LOOPS AS NECESSARY:

GUYS AS NECESSARY:

WOOD POLES AS NECESSARY:

WIRELESS DETECTORS AS NECESSARY:

EXT.

EXT.

EXT.

EXT.

EXT.

EXT.

DETECTOR UNITS

EIGHT (8) NEW MODEL 222, 2-CHANNEL VEHICLE

HEAD NUMBER

PHASE

SIZE

QUANTITY

LENS

8P

8P

16"

21

12"

1,2F

G

Y

R

FY

1,OLA

1

12"

1

1A

Y

G

2

R

Y

G

2

12"

2

12"

1

3A

Y

G

3

12"

1

R

Y

G

12"

2

4

4

R

Y

G

12"

6

6

Y

R

FY

12"

1

6F 8

R

Y

G

8

12"

22

OLC

S S

MAS MAS

OLD: Ø8(FYA)OLB: Ø3+Ø4(FYA)

OLC: Ø6(FYA)OLA: Ø1+Ø2(FYA)

3,4F

G

Y

R

FY

3,OLB

Y

R

FY

12"

1

8F

OLD

BA

RRIE

R

SIGNAL

HEAD

NUMBER

CLEAR TO

BARR.

R

W

CLEAR TOR

W

CLEAR TOR

W

CLEAR TOR

WBARR. BARR. BARR.

Ø2 Ø6

FLASH

SIGNAL DISPLAY SEQUENCE

(PREFERENTIAL PHASING)

ALTERNATE PHASES ALTERNATE PHASES

CLEAR TOR

W

CLEAR TOR

W

CLEAR TOR

W

CLEAR TOR

W

SIGNAL

HEAD

NUMBER BARR.BARR.BARR. BARR.

BA

RRIE

R

Ø1 Ø5 Ø3 Ø7 Ø4 Ø8

Ø1 Ø6 Ø2 Ø5 Ø3 Ø8 Ø4 Ø7

Ø1 Ø6Ø2 Ø5Ø2 Ø6 Ø2 Ø5Ø1 Ø6Ø1 Ø5 Ø3 Ø8Ø4 Ø7Ø4 Ø8 Ø3 Ø7Ø3 Ø8Ø4 Ø7

DON'T WALKTIME FLASHING DON'T WALK, THEN GOES STEADY WHEN CALLED, TIMES WALK, THEN CLEARANCE **

2 RR R RG YY R R RY

2 R R R RR R RR

R R R6Y G YG G R R R

6 G G G RY R RR

3A -- --- -- ----

RRR GR R Y R

3A - - - G-- -Y

RRR RRR

R RR RR4 R RR G YY

4 RRR RR R R R

R RR R8 R RR G G G Y

DRK 8P DW DW DW DW DW DWDW**

8P **DW DW DW DW DWDW DW

8 RRR GRR Y R

8P

8P

Ø2 Ø6Ø1 Ø5Ø2 Ø5 Ø2 Ø6Ø1 Ø5Ø1 Ø6 Ø4 Ø8

R R

R R

Y R

Y -

R R

G G

Ø4 Ø8Ø3 Ø7Ø4 Ø7 Ø3 Ø7Ø3 Ø8

G Y R RY R R RR R1,2F

RRY R RR RFY FY FY

Y R R RR R RYFYFYFY

Y R R RR R R1,2F YFYFYFY

6F

- -1A YYG - ----

6F

-- --- -- ---- 1A

** **

** **

3,4F

8FR RRR RR RYFYFYFY

RYFYFYFY

8F

3,4F

RYFY FY FYR R RR R

R

Y

FY

G

HEAD WIRING DETAIL

FLASHING YELLOW ARROW

R

Y

FY

OLD R

OLD Y

OLD G

Ø3 G

OLB Y

OLB R

OLB G

Ø1 G

OLA Y

OLA R

OLA G

OLC R

OLC Y

OLC G

1,2F 3,4F 6F 8F

11/20/2018

User: jtye

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DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

O

S

S S S

& R10-3E (9" X 15") SIGNPEDESTRIAN PUSHBUTTONS

SCALE IN FEET

40 80 1600

TRAFFIC SIGNAL PLAN

US 1761" = 40'

US 176 TS2STATE ROAD



Ø2

Ø6

Ø1

Ø8Ø3

Ø4

STOP BAR445' TO

STOP BAR445' TO

2B

2A

4D4C 4B 4A

3A 8A 8B 8C

1A

6A

45 M

PH

NE

XT

ON P

AR

KW

AY

CONDUIT (TYP)INSTALL 2" PVC

INSTALL 6'x6' LOOP (TYP)

INSTALL 6'x30' QUADRUPOLE LOOP (TYP)





START CROSSING

DON'T START

Finish Crossing

Watch ForVehicles

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

FLASHING

TIMER

STEADY

START CROSSING

DON'T START

Finish Crossing

Watch ForVehicles

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

FLASHING

TIMER

STEADY

YIELD

LEFT TURN

ON FLASHING

INSTALL SIGN A

NEW 85' R/W NEW 85' R/W


PL = NEW R/WNEW 95' R/W

NEW 85' R/W

PL = NEW R/W

45 M

PH

CA

NE B

AY S

PIN

E R

OA

D C

(BY OTHERS)

IMPROVEMENTS

SPINE ROAD C

PROPOSED CANE BAY

NEW 75' R/W

CONDUIT & (1) 3" PVC CONDUIT AND 17"x30" JUNCTION BOXWITH NEW FOUNDATION AND (2) 1" PVC CONDUIT, (3) 2" PVCINSTALL 2070 CONTROLLER IN BASE-MOUNTED 332 CABINET

INSTALL STEEL POLE WITH 70' MAST ARM

DIRECTIONAL BORE (2) 2" HDPE CONDUIT (TYP.)

WITH RETROREFLECTIVE BORDER (TYP)INSTALL VEHICLE SIGNAL HEAD AND BACKPLATE

INSTALL SIGN A

INSTALL 13"x24" SPLICE BOX (TYP)

1,2F

6

6,7A

8,1A8

6F

2

2,3A

4 4 8F

8P

8P

& (1) 3" PVC CONDUIT AT BASE OF POLE(2) 1" PVC CONDUIT, (3) 2" PVC CONDUIT

ARM AND 13"x24" SPLICE BOX WITHINSTALL STEEL POLE WITH 75' MAST

AND (3) 2" PVC CONDUIT AT BASE OF POLEPUSHBUTTON, AND SIGN WITH 13"x24" SPLICE BOXINSTALL 10' PED POLE WITH PED SIGNAL 8P,

(3) 2" PVC CONDUIT & (1) 3" PVC CONDUIT AT BASE OF POLEAND 13"x24" SPLICE BOX WITH (2) 1" PVC CONDUIT,

INSTALL STEEL POLE WITH 60' MAST ARM

(3) 2" PVC CONDUIT & (1) 3" PVC CONDUIT AT BASE OF POLEAND 13"x24" SPLICE BOX WITH (2) 1" PVC CONDUIT,INSTALL STEEL POLE WITH 75' MAST ARM

AND (2) 2" PVC CONDUIT AT BASE OF POLEPUSHBUTTON AND SIGN WITH 13"x24" SPLICE BOXINSTALL 10' PED POLE WITH PED SIGNAL 8P,

3,4F

INSTALL SIGN A

INSTALL SIGN A

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

LOCATION

11/20/2018

User: jtye

U:\

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10015

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4

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DWG.

R/W

DATETOPO.

DATE

DATE SCALE: RTE.

PLAN SCALE 1" =

PROF SCALE 1" =

SCALE 1" =

HORIZ

VERT

PLANS PREPARED BY:


www.stantec.com



COUNTY

No. C02310

SERVICES, INC.

CONSULTING

STANTEC

NOI

TA

ZIR

OHTUA FO ETA

CIFI

TR

EC

A

NILORAC HTU

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US 176 887+50 LT TRIB. OF SANDY RUN SANDY RUN

US 176 887+50 RT TRIB. OF SANDY RUN SANDY RUN

NEXTON 77+91 RT TRIB. OF SANDY RUN SANDY RUN

COASTALFINE905+30887+50US 176

COASTALFINE100+0077+91NEXTON

EROSION CONTROL DATA SHEET

US 176 / NEXTONN/A

US 176 EC1NEXTON PARKWAY

STATE ROAD /

US 176 887+50 RT894+50 9610012

US 176 897+50 RT904+50 9610012

NEXTON 82+00 RT95+00 16810012

STATION SIDE

DITCH

OUTFALL

SIDESTATION

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OUTFALL

ZONE

SOIL TYPES

(COARSE / FINE)

PARTICLE SIZE

SOIL

STATION

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STATION

RECEIVING WATERS TEMPORARY EROSION CONTROL BLANKET

STATION

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STATION

SEDIMENT TUBES IN DITCHES

SIDE

(FT)

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DEPTH OF

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NAME OF

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NAME OF ULTIMATE

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SEDIMENT DAM

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EROSION CONTROL DATA SHEET

TOTALS

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0.000 0.000 0.000

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WATERS

RECEIVING

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ROUTE

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US 176 896+80 RT896+80 12012

NEXTON 91+00 LT93+00 3610012

NEXTON 95+00 LT95+00 12012

NEXTON 88+00 MED89+00 2410012

NEXTON 91+00 MED93+00 3610012

NEXTON 95+00 MED95+00 12012

US 176 897+50 LT901+50 6010012

US 176 894+50 LT894+50 12012

NEXTON 78+00 LT80+00 3610012

NEXTON 82+00 LT89+00 9610012

NEXTON 78+00 RT80+00 3610012

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

11/20/2018

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SERVICES, INC.

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EROSION CONTROL NOTES

US 176 / NEXTONN/A

US 176 EC2NEXTON PARKWAY

STATE ROAD /EROSION CONTROL NOTES

DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE 15.

THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE;

OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL

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

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

PERIOD OF 7 CALENDAR DAYS.

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

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

REACHED.

THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS

CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM

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

DISCHARGES.

EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER

(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE

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

MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.

BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE

MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT

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

TRAPS OR STABLE OUTLETS.

PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE

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

AND SCR100000.

CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG. 72-300 ET SEQ.

INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING

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

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

ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY

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

CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE

STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL

UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN

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

FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE

GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END

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

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

REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION

PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR

ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF 3.

NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO

- WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND

STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

- WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS

FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN

STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 2.

DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE

IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR 1.

SCDHEC STANDARD NOTES

HAS APPROVED OTHERWISE.

THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT

ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS

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

ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND

COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE

REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE

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

AREAS OF THE CONSTRUCTION SITE.

ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL

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

-SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

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

AND OTHER CONSTRUCTION MATERIALS;

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

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

THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:16.

SCDHEC STANDARD NOTES (CONTINUED)

MAINTAINED THROUGHOUT THE PROJECT.

WILL ENTER THE LIMITS OF DISTURBANCE. STABILIZED CONSTRUCTION ENTRANCES SHALL BE

CONSTRUCTION ENTRANCES SHALL BE LOCATED IN ANY AREAS WHERE CONSTRUCTION TRAFFIC

STABILIZED CONSTRUCTION ENTRANCES SHALL BE LOCATED BY THE FIELD ENGINEER. STABILIZED

STABILIZED CONSTRUCTION ENTRANCES5.

SPECIFICATIONS.

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2007 EDITION, AND THE SUPPLEMENTAL

ALL EROSION CONTROL MEASURES SHALL COMPLY WITH S.C.D.O.T. STANDARD DRAWINGS,

EROSION CONTROL MEASURES4.

HIGHWAY CONSTRUCTION 2007 EDITION, SECTION 810.

SEEDING SHALL BE ACCOMPLISHED ACCORDING TO S.C.D.O.T. STANDARD SPECIFICATIONS FOR

SEEDING3.

SHALL BE IMPLEMENTED DURING ALL STAGES OF CONSTRUCTION.

WORK TO MINIMIZE THE AMOUNT OF EROSION AND SEDIMENTATION. EROSION CONTROL MEASURES

SHALL STAGE HIS CLEARING AND GRUBBING WORK ALONG WITH HIS ROADWAY CONSTRUCTION

CONTROL MEASURES PRIOR TO CLEARING AND GRUBBING ACTIVITIES. ALSO, THE CONTRACTOR

OF ANY SEDIMENT DAMS AND INSTALL THE SEDIMENT DAMS AND ALL OTHER PERIMETER EROSION

THE CONTRACTOR WILL BE REQUIRED TO CLEAR ALL AREAS NECESSARY FOR THE CONSTRUCTION

CLEARING AND GRUBBING2.

CONSTRUCTION.

CONTACT BERKELEY COUNTY AND SCDOT 48 HOURS PRIOR TO COMMENCEMENT OF 1.

SEDIMENT AND EROSION CONTROL GENERAL NOTES

CONTACT BERKELEY COUNTY AND SCDOT FOR FINAL INSPECTION AND CLOSEOUT.11.

REMOVE PERIMETER EROSION CONTROL DEVICES.10.

REMOVE INTERNAL TEMPORARY EROSION CONTROL DEVICES FOR STABILIZED AREAS.9.

PLACE PERMANENT VEGETATION AS GRADING IS COMPLETED.8.

REMOVE BUILT-UP SEDIMENT AS NEEDED.7.

INSTALL INTERNAL TEMPORARY EROSION CONTROL DEVICES AS NEEDED DURING GRADING ACTIVITIES.6.

BEGIN GRADING AND STORM DRAINAGE CONSTRUCTION.5.

INSTALL PERIMETER EROSION CONTROL DEVICES.4.

CLEAR OUTER CONSTRUCTION LIMITS.3.

CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES.2.

CONTACT BERKELEY COUNTY AND SCDOT 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.1.

SEDIMENT AND EROSION CONTROL CONSTRUCTION SEQUENCE

WITH THE TERMS AND CONDITIONS OF SCR100000.

LAWS OF SC, 1976 AS AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE

BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF

RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND

I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT

ENGINEER'S STATEMENT

BERKELEY COUNTY


BERKELEY

BERKELEY COUNTY

Hydraulic Design Reference for these plans is the: COUNTY€¦ · berkeley county us 176 / nexton...

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