Shell_Point_Traffic_Calming_Plans_2025-04-16_Signed.pdf

SHEET NO. DESCRIPTION SHEET TOTALS

SHEET INDEX

LAYOUT

N.T.S.

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

-N-

CONTACT INFORMATION

& ENGINEERING

CONSULTING

INFRASTRUCTURE

NONE

EQUALITIES IN STATIONING:

BEAUFORT COUNTY

ROAD CONSTRUCTION IN EFFECT AT THE TIME OF LETTING.

CONSTRUCTION (2007 EDITION) AND THE STANDARD DRAWINGS FOR

OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

PROJECT SHALL CONFORM TO THE SOUTH CAROLINA DEPARTMENT

SPECIAL PROVISIONS: ALL MATERIALS AND WORKMANSHIP ON THIS

EXCEPT AS MAY OTHERWISE BE SPECIFIED ON THE PLANS OR IN THE

CHARLESTON, SC 29492

115 FAIRCHILD STREET, STE 100

PROJECT MANAGER

CLARKE HINSON, PE

ADT

ADT

TRAFFIC DATA

ADT

ADT

TRAFFIC DATA

Hydraulic Design Reference for these plans is the:

Edition of SCDOT's "Requirements for

Hydraulic Design Studies"

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS

YES

YES

YES

YES

USCG

NO

NO

NO

NO

USACESC

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

N/A

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

ENVIRONMENTAL PERMIT INFORMATION

USACE PERMIT

NEPA DOCUMENT

401 CERTIFICATION

OCRM CAP

NAVIGABLE WATERS

YES

YES

YES

YES

USCG

NO

NO

NO

NO

USACESC

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

N/A

YES / NO

RAILROAD INVOLVEMENT?

X

X

X

X

X

SCDOT Roadway Design Manual

Design Reference for these plans is the:

BEAUFORT, SC 29902

2266 BOUNDARY STREET

ASST. COUNTY ADMINISTRATOR

JARED FRALIX

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

PROJECT ID

C E

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No. 4470

ENGINEERING, LLC

CONSULTING &

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ROFESSIONAL

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No. 32916

N

OSNIH .C S

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AJ

NO.

ROAD / ROUTE

SC PXXXXXXX S-256BEAUFORT 1

NPDES PERMIT INFORMATION

Approximate Location of Roadway is provided by:

Hydraulic and NPDES Design

Begin

End

Latitude

Longitude

Latitude

Longitude

SCDOT Regional Production Group

Designs may be obtained from the

DATE

o o o o

ENGINEER OF RECORD

CONSULTING ENGINEERING FIRM

& ENGINEERING

INFRASTRUCTURE CONSULTING

Disturbed Area = Acre(s)

TRUCKS : -%

Project Area = Acre(s)

BEAUFORT COUNTY

BEAUFORT COUNTY, SC

0.02

2.02

TOTAL

(MILES)

FOR CONSTRUCTION

DRIVE

BROAD RIVER

FROM: SHELL POINT ROAD (S-256)

TO: PARRIS ISLAND GATEWAY (US-21)

32 22' 51.81" N

80 44' 27.05" W

32 22' 40.42" N

80 43' 27.08" W

SHELL POINT TRAFFIC CALMING

TOTAL 24

X1-X4

PM1

6-12

5A-5F

IL1

CROSS SECTIONS

PAVEMENT MARKING SHEET

PLAN AND PROFILE SHEETS

REFERENCE DATA SHEET

GENERAL CONSTRUCTION NOTES SHEET

DETAIL SHEET

SUMMARY OF ESTIMATED QUANTITIES

INDEX LAYOUT SHEET

TITLE SHEET

1.697

1.697

1.697 1.697

1.697

1.697

SHEET 9

ROAD (S-287)

BROAD RIVER

SHEET 10

SHEET 8

SHEET 7

BROAD RIVER ROAD (S-287)

S H E L L

P O

IN

T

R

O A D

(S

D O

G W

O O

D

S T R E E T

(S

S H E E T

S H E

LL

P

O

IN

T

R O

A D

(S -2

S H E E T

SHEET 6

R O

A D

(S

B R

O A

D

R

IV

SAVANNAH HIGHWAY (SC-128)

PARRIS ISLAND GATEWAY (US-21) PARRIS ISLAND GATEWAY (US-21)

25 30

40 45

60 7

-N

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

PXXXXXXX

SO

No. 32916

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No. 4470

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CONSULTING &

INFRASTRUCTURE

S-287

SCALE:

INDEX LAYOUT SHEET

TRAFFIC CALMING

SHELL POINT

IL1

1" = 250'

SUMMARY OF ESTIMATED QUANTITES

SUMMARY OF ESTIMATED QUANTITES

SCALE: NTS

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

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No. 4470

ENGINEERING, LLC

CONSULTING &

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No. 32916 N

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S-287PXXXXXXX

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

FED. RD. SHEET

STATE COUNTY

DIV. NO.

PROJECT ID

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

SC3

BEAUFORT COUNTY

S-287BEAUFORT PXXXXXXX

NO.

C E

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No. 4470

ENGINEERING, LLC

CONSULTING &

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No. 32916 N

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TRAFFIC CALMING

SHELL POINT

SCALE: NTS

GENERAL NOTES

THE NEXT DAYS CONCRETE POUR.

FOR REMOVAL OF CONCRETE REMNANTS AND PREPARING THE SUBGRADE IN THESE AREAS PRIOR TO PLACEMENT OF

FORMED AND THAT ARE LOCATED AHEAD OF THE CURRENT CONCRETE POUR. THE CONTRACTOR WILL BE RESPONSIBLE

REQUIREMENTS / BMPS OF SCDHEC. APPROVED WASHOUT AREAS MAY INCLUDE SECTIONS OF SIDEWALK THAT HAVE BEEN

THE CONTRACTOR IS REQUIRED TO IDENTIFY AND MAINTAIN AN ON-SITE CONCRETE WASHDOWN AREA THAT MEETS ALL

OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.

PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES

A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP

THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

BEFORE THE NEXT STORM WATER EVENT WHENEVER PRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN

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

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

THE CONSTRUCTION SITE.

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

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTION MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE

- 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:

PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

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

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

MINIMIZE SOIL COMPACTION AND UNLESS INFEASIBLE, PRESERVE TOPSOIL.

DAYS.

ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR

INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING

OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED.

A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT

A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR

SOURCE IN STORM WATER DISCHARGES.

THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT

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

LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL

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

50-FOOT BUFFER CANNOT BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT

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

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

SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

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

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

OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C REG. 72-300 ET SEQ. AND SCR100000.

INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL

AS MAY BE REQUIRED.

CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM

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

DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL

COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL

ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE

ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE

IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY

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

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

MODIFICATION TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR

OF A STORM EVENT OF 0.5" OR GREATER. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS

ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK AND WITHIN 24-HOURS

ON THAT PORTION OF THE SITE.

ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED

B) WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING

STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL.

A) 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

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

10. SEDIMENT & EROSION CONTROL BEAUFORT COUNTY GENERAL CONSTRUCTION NOTES:

COST OF THE PROJECT OR CHANGES IN ALIGNMENT.

1. BEAUFORT COUNTY MUST SPECIFICALLY AUTHORIZE CHANGES INVOLVING INCREASED

NTS

GENERAL NOTES

TRAFFIC CALMING

SHELL POINT

RIGHT-OF-WAY WILL REQUIRE SCDOT APPROVAL PRIOR TO CHANGES BEING IMPLEMENTED IN THE FIELD.

9. ANY FIELD CHANGES WITHIN SCDOT RIGHT-OF-WAY OR CHANGES THAT WOULD IMPACT SCDOT

EFFECT AT THE TIME OF LETTING EXCEPT WHERE OTHERWISE NOTED THE PLANS.

SPECIFICATIONS, SCDOT SUPPLEMENTAL TECHNICAL SPECIFICATIONS AND SCDOT STANDARD DRAWINGS IN

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025 EDITION), SCDOT 2025 SUPPLEMENTAL

8. ALL WORKMANSHIP AND MATERIALS USED ON THIS PROJECT SHALL CONFORM TO THE SCDOT

MAILBOXES. COST IS INCLUDED IN THE COST OF OTHER WORK WITHOUT ADDITIONAL COMPENSATION.

POSTAL SERVICE. PER STD. DWG. 203-905-00 NOTE 12, THERE ARE NO SEPARATE PAY ITEMS TO RESET

TEMPORARY OR NEW PERMANENT LOCATION SHALL BE APPROVED BY THE ENGINEER AND THE U.S.

RELOCATION IS NECESSARY, EITHER TEMPORARILY DURING CONSTRUCTION OR PERMANENTLY, THE

ALL EXISTING MAILBOXES SHALL REMAIN ACCESSIBLE FOR DELIVERY DURING CONSTRUCTION. IF

7. MAILBOXES

FOOT INSTALLED AND ACCEPTED.

2P & 3P SIGN SUPPORTS REQUIRED FOR TEMPORARY SIGNS WILL BE PAID PER LINEAR

REQUIRES THREE (3) R9-9 SIGNS. ALL SIGNS SHALL BE 7 FEET IN HEIGHT FOR SIDEWALKS. NEW

STANDARD DRAWINGS FOR PLACEMENT OF TEMPORARY TRAFFIC CONTROL SIGNS. THIS PROJECT

CONTRACTOR SHALL REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SCDOT

FOR PERMANENT CONSTRUCTION SIGNS.

ROAD SIGNS SHALL BE PAID FOR PER SQUARE FOOT INSTALLED AND ACCEPTED UNDER THE BID ITEM

HICKORY STREET (S-289), TWO (2) ON ASHWOOD CIRCLE (S-528), FORKS OF IVY LANE, AND HAMRICK DRIVE.

SCHEME E'S: PALMETTO RIDGE STREET (S-514), WALNUT STREET (S-288), CYPRESS STREET (S-286), DRIVE (S-287) AND TWO (2) ON SHELL POINT ROAD (S-256). THIS PROJECT ALSO REQUIRES EIGHT (8)

CONSTRUCTION SIGNS. THIS PROJECT REQUIRES FOUR (4) SCHEME C'S: TWO (2) ON BROAD RIVER

CONTRACTOR SHALL REFER TO SCDOT STD. DWG. 605-010-02 FOR PLACEMENT OF PERMANENT

6. PERMANENT CONSTRUCTION SIGNS

BARRICADES, DRUMS, CONES, LIGHTS, AND OTHER ITEMS AS REQUIRED TO COMPLETE THIS WORK.

DIRECTED ABOVE. THIS LUMP SUM COST SHALL INCLUDE TEMPORARY CONSTRUCTION SIGNS,

THE LUMP SUM COST FOR TRAFFIC CONTROL SHALL INCLUDE ALL WORK AS

610-005-10.

THE COUNTY FOR APPROVAL BEFORE BEGINNING CONSTRUCTION FOLLOWING STANDARD DRAWING

DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL SUBMIT THE TRAFFIC CONTROL PLAN TO

FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND AS

SPECIFICATIONS, STANDARD DRAWINGS, SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS, THE

IS APPLICABLE, WILL CONFORM TO THE REQUIREMENTS CONTAINED IN THE SCDOT STANDARD

TRAFFIC CONTROL FOR THE DURATION OF THE PROJECT. THESE PROVISIONS, AS IN EACH CASE

THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY PROVISIONS FOR

5. TRAFFIC CONTROL

FOOT INSTALLED AND ACCEPTED.

NEW 2P & 3P SIGN SUPPORTS REQUIRED FOR RELOCATED SIGNS WILL BE PAID PER LINEAR

WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SCDOT STANDARD DRAWINGS.

ALL NEW SIGNS SHALL BE 7 FEET IN HEIGHT FOR SIDEWALKS AND PLACED IN ACCORDANCE

BE INCLUDED IN THE LUMP SUM COST FOR CLEARING AND GRUBBING.

RELOCATED, OR REMOVED AS DIRECTED BY ENGINEER. PAYMENT FOR THIS WORK SHALL

ALL EXISTING ROAD SIGNS AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE RETAINED,

4. SIGNS

WITH THE PROJECT.

NECESSARY FOR THE CONSTRUCTION OF THE TRAFFIC CALMING DEVICES AND ALL WORK ASSOCIATED

CLEARING & GRUBBING OPERATIONS WILL BE PERFORMED ONLY IN THE IMMEDIATE AREA

3. CLEARING & GRUBBING WITHIN ROADWAY

UTILITIES AS A RESULT OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

SHOWN ON THE DRAWINGS OR LOCATED BY THE UTILITY COMPANY. COST OF DAMAGES TO ANY

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY WHETHER

THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY OWNERS DURING RELOCATION OPERATIONS.

OWNERS HAS BEEN PERFORMED.

RESPONSIBILITY TO CONFIRM THAT THE PROPER COORDINATION WITH THE VARIOUS UTILITY

UTILITIES INFORMATION SHOWN ON THE DRAWINGS. IT IS THEREFORE THE CONTRACTOR'S

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE

AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM

NECESSARY TO COMPLETE THIS ITEM.

COST OF CLEARING AND GRUBBING AND SHALL INCLUDE ALL WORKMANSHIP AND MATERIALS

SEWER MANHOLES. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT

ANY REQUIRED WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR ADJUSTING WATER VALVES OR

THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COORDINATION WITH UTILITY OWNERS TO PERFORM

2. UTILITIES

INTERSECTION AT BROAD RIVER DRIVE (S-287) AND SHELL POINT ROAD (S-256).

CONSTRUCTION OF SPEED HUMPS ALONG BROAD RIVER DRIVE (S-287) AS WELL AS A RAISED

1. PROJECT DESCRIPTION

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

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S-287

SCALE:

5A

NTS

SURVEYOR DATA SHEET

TRAFFIC CALMING

SHELL POINT

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

DESIGNED BY:

DRAWN BY:

CHECKED BY: JCH

DATE

DATE

DATE

PXXXXXXX

RNT

RNT

XX/XX/XXXX

XX/XX/XXXX

XX/XX/XXXX

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S-287

SCALE:

ATCHLINE STA. 38+

00 SEE SHEET 5C

5B

BROAD RIVER ROAD (S-287)

SEE SHEET 5E FOR CURVE DATA

NOTE:

R O

A D

(S -2

S H

E L L

P

O

IN

T

STA. 6+54.62 SHELL POINT ROAD (S-256)

STA. 6+03.09 BROAD RIVER ROAD (S-287) =

TIE EQUALITY

P C

.4

P T

.5

P C

.7

P T

.8

P C

.2

PT =

29+

00.83

PC

31+

04.11

PT = 3

4+11.

PC = 3

5+63.

CURVE 2

CURVE 3

S 22° 01' 45" E

S 31°16' 40" E

S 52°52' 02" E

N ' 1

E

N

' 3

E

P T

.2

P C

.5

P I

.0

P O

T

.6

S 28° 13' 11" E

CURVE 1

EVRUC

V

R U

R

U C

S 33° 03' 02" E

C U

R

1N 67° 24' 43" E

POT = 4+20.67

PC = 4+70.67

PT = 7+44.51

POT = 9+10.21 N 60° 14' 07" E

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

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No. 4470

ENGINEERING, LLC

CONSULTING &

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S-287

1" = 100'SCALE:

REFERENCE DATA SHEET

TRAFFIC CALMING

SHELL POINT

MATCHLINE STA. 74+00 SEE SHEET 5D

MATCHLINE STA. 38+

00 SEE SHEET 5B

5C

BROAD RIVER ROAD (S-287)

SEE SHEET 5E FOR CURVE DATA

NOTE:

P T

.0

P C

.7

PT

= 4

7+ .76

PC

= 4

8+ .94 5

P T

.9

P C

.4

P T

.7

P C

.9

PT = 67

+81.25

PC = 71

+82.46

PCC = 73+81.97

S 61 ° 03' 55"

E

S

° 5

' 1

W

S 22° 44' 54" E

S 54° 51' 31" E

N

' 0

E

6 EVRUC

R U

C

R

UC

R U

C

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

PXXXXXXX

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

S-287

1" = 100'SCALE:

REFERENCE DATA SHEET

TRAFFIC CALMING

SHELL POINT

T C

H L

IN

E

S T A

S E E

S

H E E T

C

5D

B R O A D

R

IV

E R

R O A D

(S -2 7)

SEE SHEET 5E FOR CURVE DATA

NOTE:

STA. 13+36.57 PARRIS ISLAND GATEWAY (US-21)

STA. 96+23.18 BROAD RIVER ROAD (S-287) =

TIE EQUALITY

P C

C

.9

P T

.6 3 P C

.0

P T

.0

P C

.5

P T

.4

P C

.3

P T 3+

.5

P C 4+

.5

P T 86+

02.74

P C 90+

99.76

P T

.0

N 77° 50' 25" E

N ' 0

6" W

N 37° 25' 53" E

N 82° 13' 20" E

N 21° 44' 10" EN 46° 15' 37" E

E

VRUC

EVRUC

41 EVRUC

EVRUC

61 EVRUC

71 EVRUC

PC =

10+7

9.50

PT = 13+34.91

POT = 15+81.31

POT =

10+0

0.00

C U

R

N 60° 17' 40" W

N 52° 31' 57" WPOT = 96+23.18

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

PXXXXXXX

SO

OSNIH .C S

E

M

AJ

PR

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SSIOFE

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E N S E

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NI

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IF

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A

TE OF AUTH

O R

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A

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SO

UTH

CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

S-287

1" = 100'SCALE:

REFERENCE DATA SHEET

TRAFFIC CALMING

SHELL POINT

5EEXISTING DATA

BROAD RIVER DRIVE (S-287)

Course from PT BRD_EX-5 to PC BRD_EX-6 N 32° 03' 35.92" E Dist 152.276

Chord Bear = N 55° 35' 57.23" E

Ahead = N 32° 03' 35.92" E

Back = N 79° 08' 18.54" E

C.C. N 197,984.187 E 2,081,411.741 P.T. Station 34+11.33 N 197,785.722 E 2,081,728.613 P.C. Station 31+04.11 N 197,616.992 E 2,081,482.196 Mid. Ord. = 31.113 Long Chord = 298.649 External = 33.937 Radius = 373.894 Length = 307.219 Tangent = 162.878 Degree = 15° 19' 26.71" Delta = 47° 04' 42.62" (LT) P.I. Station 32+66.99 N 197,647.684 E 2,081,642.156 Curve 5 Curve Data

Course from PT BRD_EX-4 to PC BRD_EX-5 N 79° 08' 18.54" E Dist 203.279

Chord Bear = S 76° 51' 51.61" E

Ahead = N 79° 08' 18.54" E

Back = S 52° 52' 01.76" E

C.C. N 197,778.667 E 2,081,244.188 P.T. Station 29+00.83 N 197,578.686 E 2,081,282.558 P.C. Station 27+30.26 N 197,616.327 E 2,081,121.264 Mid. Ord. = 17.601 Long Chord = 165.628 External = 19.266 Radius = 203.628 Length = 170.571 Tangent = 90.649 Degree = 28° 08' 14.83" Delta = 47° 59' 39.70" (LT) P.I. Station 28+20.91 N 197,561.605 E 2,081,193.533 Curve 4

Course from PT BRD_EX-3 to PC BRD_EX-4 S 52° 52' 01.76" E Dist 114.401

Chord Bear = S 42° 04' 21.11" E

Ahead = S 52° 52' 01.76" E

Back = S 31° 16' 40.45" E

C.C. N 198,337.217 E 2,081,523.623 P.T. Station 26+15.86 N 197,685.386 E 2,081,030.060 P.C. Station 23+07.78 N 197,912.722 E 2,080,824.844 Mid. Ord. = 14.468 Long Chord = 306.259 External = 14.728 Radius = 817.611 Length = 308.079 Tangent = 155.888 Degree = 7° 00' 27.75" Delta = 21° 35' 21.30" (LT) P.I. Station 24+63.67 N 197,779.491 E 2,080,905.780 Curve 3

Course from PT BRD_EX-2 to PC BRD_EX-3 S 31° 16' 40.45" E Dist 825.212

Chord Bear = S 26° 39' 12.90" E

Ahead = S 31° 16' 40.45" E

Back = S 22° 01' 45.35" E

C.C. N 199,329.238 E 2,081,567.205 P.T. Station 14+82.57 N 198,617.997 E 2,080,396.403 P.C. Station 12+61.44 N 198,815.413 E 2,080,297.313 Mid. Ord. = 4.459 Long Chord = 220.889 External = 4.474 Radius = 1,369.906 Length = 221.129 Tangent = 110.805 Degree = 4° 10' 56.86" Delta = 9° 14' 55.10" (LT) P.I. Station 13+72.25 N 198,712.698 E 2,080,338.874 Curve 2

Course from PT BRD_EX-1 to PC BRD_EX-2 S 22° 01' 45.35" E Dist 324.220

Chord Bear = S 26° 02' 23.76" E

Ahead = S 22° 01' 45.35" E

Back = S 30° 03' 02.16" E

C.C. N 198,460.556 E 2,078,555.898 P.T. Station 9+37.22 N 199,115.963 E 2,080,175.704 P.C. Station 6+92.59 N 199,335.581 E 2,080,068.400 Mid. Ord. = 4.279 Long Chord = 244.431 External = 4.290 Radius = 1,747.378 Length = 244.631 Tangent = 122.516 Degree = 3° 16' 44.25" Delta = 8° 01' 16.81" (RT) P.I. Station 8+15.11 N 199,229.534 E 2,080,129.751 Curve 1

Course from 151 to PC BRD_EX-1 S 30° 03' 02.16" E Dist 89.497

Point 151 N 199,413.049 E 2,080,023.583 Sta 6+03.09

Course from 150 to 151 S 28° 13' 10.63" E Dist 182.422

Point 150 N 199,573.789 E 2,079,937.324 Sta 4+20.67

Beginning chain BRD_EX description

Course from PT BRD_EX-10 to PC BRD_EX-11 N 34° 11' 02.00" E Dist 401.202

Chord Bear = N 79° 39' 45.25" E

Ahead = N 34° 11' 02.00" E

Back = S 54° 51' 31.49" E

C.C. N 196,347.973 E 2,083,477.232 P.T. Station 67+81.26 N 196,232.824 E 2,083,646.771 P.C. Station 64+55.90 N 196,180.381 E 2,083,359.266 Mid. Ord. = 61.243 Long Chord = 292.249 External = 87.344 Radius = 204.946 Length = 325.354 Tangent = 208.400 Degree = 27° 57' 23.25" Delta = 90° 57' 26.50" (LT) P.I. Station 66+64.30 N 196,060.428 E 2,083,529.682 Curve 10

Course from PT BRD_EX-9 to PC BRD_EX-10 S 54° 51' 31.49" E Dist 322.172

Chord Bear = S 38° 48' 12.82" E

Ahead = S 54° 51' 31.49" E

Back = S 22° 44' 54.16" E

C.C. N 197,046.236 E 2,083,574.750 P.T. Station 61+33.73 N 196,365.822 E 2,083,095.814 P.C. Station 56+67.41 N 196,724.487 E 2,082,807.403 Mid. Ord. = 32.454 Long Chord = 460.241 External = 33.772 Radius = 832.071 Length = 466.319 Tangent = 239.460 Degree = 6° 53' 09.31" Delta = 32° 06' 37.34" (LT) P.I. Station 59+06.87 N 196,503.654 E 2,082,899.999 Curve 9

Course from PT BRD_EX-8 to PC BRD_EX-9 S 22° 44' 54.16" E Dist 353.459

Chord Bear = S 1° 57' 19.30" E

Ahead = S 22° 44' 54.16" E

Back = S 18° 50' 15.56" W

C.C. N 197,274.751 E 2,083,205.663 P.T. Station 53+13.95 N 197,050.451 E 2,082,670.726 P.C. Station 48+92.94 N 197,462.044 E 2,082,656.674 Mid. Ord. = 37.780 Long Chord = 411.833 External = 40.412 Radius = 580.058 Length = 421.014 Tangent = 220.262 Degree = 9° 52' 39.34" Delta = 41° 35' 09.71" (LT) P.I. Station 51+13.20 N 197,253.580 E 2,082,585.554 Curve 8

Course from PT BRD_EX-7 to PC BRD_EX-8 S 18° 50' 15.56" W Dist 142.177

Chord Bear = S 21° 06' 49.48" E

Ahead = S 18° 50' 15.56" W

Back = S 61° 03' 54.52" E

C.C. N 197,659.347 E 2,082,518.679 P.T. Station 47+50.76 N 197,596.606 E 2,082,702.581 P.C. Station 44+79.78 N 197,829.401 E 2,082,612.689 Mid. Ord. = 45.354 Long Chord = 249.548 External = 59.164 Radius = 194.310 Length = 270.979 Tangent = 162.765 Degree = 29° 29' 12.20" Delta = 79° 54' 10.08" (RT) P.I. Station 46+42.55 N 197,750.653 E 2,082,755.136 Curve 7

Course from PT BRD_EX-6 to PC BRD_EX-7 S 61° 03' 54.52" E Dist 412.770

Chord Bear = N 75° 29' 50.70" E

Ahead = S 61° 03' 54.52" E

Back = N 32° 03' 35.92" E

C.C. N 197,738.544 E 2,082,090.815 P.T. Station 40+67.01 N 198,029.106 E 2,082,251.445 P.C. Station 35+63.61 N 197,914.775 E 2,081,809.442 Mid. Ord. = 90.928 Long Chord = 456.550 External = 125.223 Radius = 332.006 Length = 503.405 Tangent = 314.374 Degree = 17° 15' 26.82" Delta = 86° 52' 29.56" (RT) P.I. Station 38+77.98 N 198,181.204 E 2,081,976.314 Curve 6 Curve Data

Course from PT BRD_EX-15 to PC BRD_EX-16 N 82° 13' 19.99" E Dist 39.992

Chord Bear = N 51° 58' 45.04" E Ahead = N 82° 13' 19.99" E Back = N 21° 44' 10.10" E C.C. N 197,110.313 E 2,084,801.940 P.T. Station 83+77.53 N 197,227.768 E 2,084,785.897 P.C. Station 82+52.38 N 197,154.214 E 2,084,691.823 Mid. Ord. = 16.134 Long Chord = 119.416 External = 18.676 Radius = 118.546 Length = 125.147 Tangent = 69.115 Degree = 48° 19' 55.97" Delta = 60° 29' 09.89" (RT) P.I. Station 83+21.49 N 197,218.415 E 2,084,717.418 Curve 15 Curve Data

Course from PT BRD_EX-14 to PC BRD_EX-15 N 21° 44' 10.10" E Dist 109.907

Chord Bear = N 33° 59' 53.54" E Ahead = N 21° 44' 10.10" E Back = N 46° 15' 36.99" E C.C. N 197,191.320 E 2,084,301.974 P.T. Station 81+42.47 N 197,052.122 E 2,084,651.120 P.C. Station 79+81.59 N 196,919.757 E 2,084,561.845 Mid. Ord. = 8.575 Long Chord = 159.658 External = 8.775 Radius = 375.872 Length = 160.883 Tangent = 81.693 Degree = 15° 14' 36.41" Delta = 24° 31' 26.90" (LT) P.I. Station 80+63.28 N 196,976.238 E 2,084,620.867 Curve 14 Curve Data

Course from PT BRD_EX-13 to PC BRD_EX-14 N 46° 15' 36.99" E Dist 43.525

Chord Bear = N 62° 03' 00.87" E Ahead = N 46° 15' 36.99" E Back = N 77° 50' 24.75" E C.C. N 197,103.305 E 2,084,325.956 P.T. Station 79+38.06 N 196,889.664 E 2,084,530.399 P.C. Station 77+75.08 N 196,814.238 E 2,084,388.242 Mid. Ord. = 11.158 Long Chord = 160.928 External = 11.596 Radius = 295.701 Length = 162.983 Tangent = 83.619 Degree = 19° 22' 34.43" Delta = 31° 34' 47.76" (LT) P.I. Station 78+58.70 N 196,831.852 E 2,084,469.985 Curve 13 Curve Data

Course from PT BRD_EX-12 to PC BRD_EX-13 N 77° 50' 24.75" E Dist 231.446

Chord Bear = N 67° 21' 09.37" E Ahead = N 77° 50' 24.75" E Back = N 56° 51' 53.99" E C.C. N 196,333.795 E 2,084,255.007 P.T. Station 75+43.64 N 196,765.487 E 2,084,161.989 P.C. Station 73+81.97 N 196,703.584 E 2,084,013.622 Mid. Ord. = 7.377 Long Chord = 160.762 External = 7.503 Radius = 441.600 Length = 161.664 Tangent = 81.747 Degree = 12° 58' 28.55" Delta = 20° 58' 30.76" (RT) P.I. Station 74+63.72 N 196,748.268 E 2,084,082.076 Curve 12 Curve Data

Chord Bear = N 45° 31' 28.00" E Ahead = N 56° 51' 53.99" E Back = N 34° 11' 02.00" E C.C. N 196,281.540 E 2,084,289.116 P.T. Station 73+81.97 N 196,703.584 E 2,084,013.622 P.C. Station 71+82.46 N 196,564.714 E 2,083,872.187 Mid. Ord. = 9.840 Long Chord = 198.214 External = 10.036 Radius = 504.002 Length = 199.514 Tangent = 101.080 Degree = 11° 22' 05.43" Delta = 22° 40' 51.99" (RT) P.I. Station 72+83.54 N 196,648.332 E 2,083,928.979 Curve 11 Curve Data

NTS

REFERENCE DATA SHEET

TRAFFIC CALMING

SHELL POINT

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

PXXXXXXX

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CAROLIN

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

S-287

SCALE:

5FEXISTING DATA

BROAD RIVER DRIVE (S-287)

Ending chain BRD_EX description

Point 152 N 198,304.463 E 2,085,171.352 Sta 96+23.19

Course from PT BRD_EX-17 to 152 N 37° 25' 52.86" E Dist 311.147

Chord Bear = N 17° 43' 05.90" E

Ahead = N 37° 15' 18.19" E

Back = N 1° 49' 06.38" W

C.C. N 197,868.956 E 2,085,229.988 P.T. Station 93+12.04 N 198,057.387 E 2,084,982.233 P.C. Station 90+99.77 N 197,859.079 E 2,084,918.875 Mid. Ord. = 17.921 Long Chord = 208.184 External = 19.015 Radius = 311.269 Length = 212.273 Tangent = 110.451 Degree = 18° 24' 25.72" Delta = 39° 04' 24.57" (RT) P.I. Station 92+10.22 N 197,969.474 E 2,084,915.370 Curve 17

Course from PT BRD_EX-16 to PC BRD_EX-17 N 1° 49' 06.38" W Dist 497.024

Chord Bear = N 40° 12' 06.80" E

Ahead = N 1° 49' 06.38" W

Back = N 82° 13' 19.99" E

C.C. N 197,358.298 E 2,084,808.431 P.T. Station 86+02.74 N 197,362.305 E 2,084,934.647 P.C. Station 84+17.52 N 197,233.180 E 2,084,825.521 Mid. Ord. = 32.466 Long Chord = 169.062 External = 43.701 Radius = 126.280 Length = 185.225 Tangent = 113.784 Degree = 45° 22' 19.82" Delta = 84° 02' 26.37" (LT) P.I. Station 85+31.30 N 197,248.579 E 2,084,938.258 Curve 16 Curve Data

SHELL POINT ROAD (S-256)

Ending chain SHELLPT description

Point 21 N 199,538.318 E 2,080,246.350 Sta 9+10.21

Course from PT SHELLPT-1 to 21 N 60° 14' 06.61" E Dist 165.695

Chord Bear = N 63° 49' 24.60" E

Ahead = N 60° 14' 06.61" E

Back = N 67° 24' 42.59" E

C.C. N 201,353.897 E 2,079,017.161 P.T. Station 7+44.51 N 199,456.061 E 2,080,102.516 P.C. Station 4+70.67 N 199,335.337 E 2,079,856.918 Mid. Ord. = 4.286 Long Chord = 273.665 External = 4.295 Radius = 2,186.270 Length = 273.844 Tangent = 137.101 Degree = 2° 37' 14.55" Delta = 7° 10' 35.98" (LT) P.I. Station 6+07.77 N 199,387.998 E 2,079,983.502 Curve 1

Course from 20 to PC SHELLPT-1 N 67° 24' 42.59" E Dist 50.000

Point 20 N 199,316.131 E 2,079,810.753 Sta 4+20.67

Beginning chain SHELLPT description

20 CUR SHELLPT-1 21

Chain SHELLPT contains:

PARRIS ISLAND GATEWAY (US-21)

Ending chain US21 description

Point 11 N 198,453.340 E 2,084,977.103 Sta 15+81.31

Course from PT US21-1 to 11 N 52° 31' 57.49" W Dist 246.400

Chord Bear = N 56° 24' 48.54" W Ahead = N 52° 31' 57.49" W Back = N 60° 17' 39.59" W C.C. N 199,799.927 E 2,086,319.602 P.T. Station 13+34.91 N 198,303.453 E 2,085,172.671 P.C. Station 10+79.50 N 198,162.266 E 2,085,385.282 Mid. Ord. = 4.323 Long Chord = 255.220 External = 4.333 Radius = 1,885.441 Length = 255.415 Tangent = 127.903 Degree = 3° 02' 19.87" Delta = 7° 45' 42.09" (RT) P.I. Station 12+07.40 N 198,225.648 E 2,085,274.187 Curve 1 Curve Data

Course from 10 to PC US21-1 N 60° 17' 39.59" W Dist 79.498

Point 10 N 198,122.871 E 2,085,454.333 Sta 10+00.00

Beginning chain US21 description

10 CUR US21-1 11

Chain US21 contains:

NTS

REFERENCE DATA SHEET

TRAFFIC CALMING

SHELL POINT

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

PXXXXXXX

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CAROLIN

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

S-287

SCALE:

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PSC-2

DIV. NO.

PROJECT ID

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

SC3

BEAUFORT COUNTY

S-287BEAUFORT PXXXXXXX

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No. 4470

ENGINEERING, LLC

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No. 32916 N

OSNIH .C S

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AJ PLAN SHEET

TRAFFIC CALMING

SHELL POINT

SCALE: 1"=20'

P O

T

.6

P I

.0

P C

.5

P T

.2

S 28° 13' 11" E S 30° 03' 02" E

CURVE 1

PC = 4+70.

PT = 7+44.51

N

E

N

E

C U

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E

BROAD RIVER DRIVE (S-287)

S H

E L L

P

O

IN

T

A D

(S -2

-N

STA. 6+54.62 SHELL POINT ROAD (S-256)

STA. 6+03.09 BROAD RIVER ROAD (S-287) =

TIE EQUALITY

S H

E L L

P

O

A D

(S -2

SEE SHEET 6A FOR PROFILE

12'

LEXISTING C

LEXISTING C

25' R

25' R 5' R

' R

12' 12'

12.5'

12.5'

12.5'

12.5'

12'

RAISED INTERSECTION

MILL AND OVERLAY FOR

14.05

+41.13

10.88

+39.06

11.95

+92.25

12.05

+94.72

11.95

+94.73

12.22

+21.05

12.21

+15.94

11.79

+15.94

12.50

+66.35

11.14

+49.51

PLACE PIPE COLLAR

PLACE PIPE COLLAR

REGRADE DITCH

REGRADE DITCH

STA. 6+15.94

SHELL POINT ROAD (S-256)

BEGIN CONSTRUCTION

STA. 6+94.72

SHELL POINT ROAD (S-256)

END CONSTRUCTION

STA. 5+65.43

BROAD RIVER DRIVE (S-287)

BEGIN CONSTRUCTION

12.50

+65.43

STA. 6+40.78

BROAD RIVER DRIVE (S-287)

END CONSTRUCTION

12.50

+65.43

SCDOT FILE 7.337

EXISTING 25' R/W

S C

D

F

IL

E

.3

E X

IS

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.3

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SCDOT FILE 7.337

EXISTING 25' R/W

S C

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SCDOT FILE 7.337

EXISTING 25' R/W

EL= 6.92

OF 18" RCP

PLACE 14 LF

EL=6.80

OF 18" RCP

PLACE 5 LF

PLACE TWO LIFTS OF ASPHALT SURFACE COURSE C - 150 PSY

PLACE ASPHALT BASE COURSE B - 450 PSY

VARIABLE MILLING AT 1.5" WITH BUTT JOINT OVER PARABOLIC SECTION.

NOTE:

B R

O

IV

E

(S -2

S T

A . 5

+6 .4

B E

N S

T R

U C

T

IO

N

B R

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S T

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+4 .7

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N S

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GROUND

PROPOSED

EXISTING GROUND

EXISTING GROUND

GROUND

PROPOSED

6A

DIV. NO.

PROJECT ID

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

SC3

BEAUFORT COUNTY

S-287BEAUFORT PXXXXXXX

NO.

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CAROLIN

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

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No. 32916 N

OSNIH .C S

E

M

AJ

BROAD RIVER DRIVE (S-287)

SHELL POINT ROAD (S-256)

PROFILE SHEET

TRAFFIC CALMING

SHELL POINT

SCALE: (HORIZ.) 1"=20', (VERT.) 1"=4'

5+00 6+00 7+00 8+00 9+00 10+00

.4

.4

.4

.0

.7

.0

.5

.1

.7

.5

.4

.4

4+00

.3

VPI = 5+90

Elev. = 11.12

(-) 1.10%

10' V.C.

VPI = 6+10

Elev. = 11.62

(+) 2.5 0%

(-) 1.74%

15' V.C.

5+00 6+00 7+00 8+00

.2

.4

.6

.1

.7

.6

.6

.5

4+00

.4

(+) 1.20%

.0

S

S

C C CC CC CC CC C C

CC

C C

C C CC C CW

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M6

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P

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.5

P

IN

E

P

IN

E

.5

P

IN

E

T

K

.5

P

IN

E

P

IN

E

K

X

X

P

L E

T

K

P

IN

E

.5

P

E C

A N

C R

E

Y

R T

U S

T E

R

.5

L

K

B A

R

C A P

E L .6

E L .4

E L .6

E L .1

E L .4

E L .9

E L .3

E L .3

E L .9

4 19 .0

A

IN

L

IN

K

.7

2 14 .8

3 14 .7

S

S

S

.9

S

S

S

S

S

S

S

C10

.2

L O

.5

L O

.5

L O

G U

M

L O

L O

.5

X

L O

.5

7 17 .9

A

IN

L

IN

K PSC-2

BM-31

BM-32

CP-7

M A T C

H L

IN

E

S E E

S

H E E T

MATCHLINE SEE SHEET 11

SEE SHEET 6 FOR RAISED INTERSECTION

MATCHLINE SEE SHEET 12

M A T C

H L

IN

E

S T

A . 18

.0

S E E

S

H E E T

11.78'

+78.78

11.81'

+64.78

S H

E L L

P

O

A D

(S -2

BROAD RIVER DRIVE (S-287)

S T

R E

E T

(S -5

P A

L M

E T

ID

(S -2

W A

L N

U T

S

T R

E E

T

P T

.5

P O

T

.6

S 28° 13' 11" E

PT = 7+44.51

POT = 9+10.21

N

E

P I

.0

N

E

PC = 4+70.67

POT = 4+20.67

S 30° 03' 02" E

P C

.5

P T

.2

S 22° 01' 45" E

P C

.4

CURVE 2

CURVE 1

C U

R V

E

S 31° 16' 4 0" E

S C

D

E

.3

E X

IS

T

IN

G

R

D

E

.3

E X

IS

T

IN

G

R

EXISTING 25' R/W SCDOT FILE 7.337

C

D

E

.3

E X

IS

T

IN

G

R

D

E

.3

E X

IS

T

IN

G

R

X

IS

T

IN

G

R

W

S

C D

O T

F

IL

E

.3

S C

D

E

.3

E X

IS

T

IN

G

R

SCDOT FILE 7.337

EXISTING 25' R/W

S C

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

W

EXISTING 25' R/W SCDOT FILE 7.337

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

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IF

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A

TE OF AUTH

O R

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CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

D

G

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E E

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No. 32916 N

OSNIH .C S

E

M

AJ

S-287PXXXXXXX

SCALE: 1" = 50'

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

-N

1-3P-13

W13-1P-18-20 MPH

W17-1-30

SPEED HUMP

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

R1-1-30

1-3P-13

R1-1-30

1-3P-13

R1-1-30

1-3P-13

R1-1-30

.8

L/ P

L/ P

W W

BM-33

B M -3

CP-9

CP-8

BROAD RIVER DRIVE (S-287)

B R

O

IV

E

(S -2

(S -2

C Y P

R E

R E

E T

S T

R E

E T

(S -2

H

IC

K O

IR

C L E

(S -5

A S

H W

O O

D

M A T C

H L

IN

E

S T A

.0

S E E

S

H E E T

MATCHLINE STA. 32+00.00 SEE SHEET 9

12.90'

+17.00

12.98'

+31.00

1-3P-13

W13-1P-18-20 MPH

W17-1-30

SPEED HUMP

1-3P-13

W13-1P-18-20 MPH

W17-1-30

-N

S 31° 16' 40" E

P C

.7

P T

.8

S 52° 5 2' 02"

E

P C

.2

PT

9+

.8

N

E3

PC

1+

.1

CURVE 4

CURVE 3

EXISTING 25' R/W SCDOT FILE 7.337

E X

IS

T

IN

G

R

W

S

C D

O T

F

IL

E

.3

S C

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

W

E X

IS

T

IN

G

R

W

S

C D

O T

F

IL

E

.3

S C

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

EXISTING 25' R/W SCDOT FILE 7.337

C

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

W

E X

IS

T

IN

G

R

W

S

C D

O T

F

IL

E

.3

E X

IS

T

IN

G

R

W

S

C D

O T

F

IL

E

.3

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

R T

IF

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A

TE OF AUTH

O R

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A

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CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

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No. 32916 N

OSNIH .C S

E

M

AJ

S-287PXXXXXXX

SCALE: 1" = 50'

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

WT

B M -3

BM-36

B M -3

C P -2

C P -1

CP-12

C P -1

C P -1

36 19

BM-36

P

SC

-1

P

SC

-2

B M -3

CP-13

IV

E

(S -2

B R

O

E R

M

ATCHLINE STA. 32+

00.00 SEE SHEET 8

M A

TC

H

LI

N E

S

TA

. 5

3+ .0

S E E

S H E E T

C

IR

C L E

(S -5

A S

H W

O O

D

E N

T R

A N

C E

S C

H O

N T

E S

S O

R I

L O

W C

O U

N T

IV

E

(S -2

B R

O A D

R

IV

E R

12.99'

+14.00

12.69'

+28.00

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

-N

SPEED HUMP

PT = 34+11.33

N

E

PC = 35+63.61

P T

.0

S 61° 03' 55" E

P C

.7

PT = 4

7+50.7

S

' 1

W

PC = 4

8+92.9

P T

.9

C U

R V E

CURVE 7

CURVE

C U

R V

E

3.

LI

D

R

NI

T

SI

X E

D

R

T

SI

X E

D

R

T

SI

X E

D

R

T

SI

X E

S C

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

W

S C

D O

T

F

IL

E

.3

E X

IS

T

IN

G

R

W

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

R T

IF

IC

A

TE OF AUTH

O R

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A

TI

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CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

D

G

IN

E E

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No. 32916 N

OSNIH .C S

E

M

AJ

S-287PXXXXXXX

SCALE: 1" = 50'

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

5RB/

CAP

5RB/

CAP

B M -38

P

SC

-3

PSC-4

BM-39

B M -4

C P-

CP-25

B R O A D

R

IV

E R

D R

IV

E

(S -2 7)

D R

IV

E

(S -2

B R

O

E R

H A

M R

IC

K

D R

IV

E

M

AT

C H

LI

N E

ST

A.

3+

.0

SE

E

SH

EE

T

11.92'

+11.00

11.93'

+25.00

12.27'

+90.00

12.72'

+76.00

SPEED HUMP

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

SPEED HUMP

-N-

P T 3+

.9

S 22° 44' 54" E

P C 6+

.4

P T

.7

S 54° 51' 31" E

P C

.9

PT = 67+81.26

N

E

PC =

71+

82.46

C U

R V E

C U

RVE

C U

R V

E

CU

RVE 9

D

R

T

SI

X E

3.

EL

IF

T O

D

R

T

SI

X E

D

R

T

SI

X E

D

R

T

SI

X E

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

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SO

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CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

D

G

IN

E E

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No. 32916 N

OSNIH .C S

E

M

AJ

S-287PXXXXXXX

SCALE: 1" = 50'

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

SHELL POINT ROAD (S-256)

MORNING MIST DRIVE (S-489)

D O G

W O O D

S T R E E T

(S -4

M A T C

H L

IN

E

S E E

S

H E E T

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

SPEED HUMP

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

SPEED HUMP

-N-

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

R T

IF

IC

A

TE OF AUTH

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CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

D

G

IN

E E

R

No. 32916 N

OSNIH .C S

E

M

AJ

S-287PXXXXXXX

SCALE: 1" = 50'

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

DOGWOOD STREET (S-488)

IV

E

(S -2

B R

O

E R

SHELL POINT ROAD (S-256)

H

IC

K O

R Y

S

T R

E E

T

(S -2

S A

V A

N N

IG

H W

A Y

(S

C -12

M A

G N

O L

IA

S T

R E

E T

(S -2

MATCHLINE SEE SHEET 7

M A T C

H L

IN

E

S E E

S

H E E T

SPEED HUMP

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

1-3P-13

W13-1P-18-20 MPH

W17-1-30

SPEED HUMP

1-3P-13

W13-1P-18-20 MPH

W17-1-30

-N-

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

SC

BEAUFORT COUNTY

BEAUFORT

REV. NO. DATE DESCRIPTION OF REVISIONBY

C E

R T

IF

IC

A

TE OF AUTH

O R

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A

TI

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SO

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CAROLIN

A

No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

D

G

IN

E E

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No. 32916 N

OSNIH .C S

E

M

AJ

S-287PXXXXXXX

SCALE: 1" = 50'

PLAN SHEET

TRAFFIC CALMING

SHELL POINT

.3

DIV. NO.

PROJECT ID

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

SC3

BEAUFORT COUNTY

S-287BEAUFORT PXXXXXXX

NO.

C E

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IF

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CAROLIN

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

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No. 32916 N

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E

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AJ

SCALE: 1"=20'

PAVEMENT MARKING SHEET

TRAFFIC CALMING

SHELL POINT

BROAD RIVER DRIVE (S-287)

S H

E L L

P

O

A D

(S -2

-N

S H

E L L

P

O

A D

(S -2

PM1

BROAD RIVER DRIVE (S-287)

PAVEMENT EDGE LINE

APPLY 4" WHITE

12.5'

12.5'

12.5'

12.5'

12'12'

12'12'

24" STOP BAR

APPLY 12.5 LF OF

24" STOP BAR

APPLY 12.5 LF OF

YELLOW CENTERLINE

APPLY 4" DOUBLE

PAVEMENT MARKINGS

TIE TO EXISTING

PAVEMENT MARKINGS

TIE TO EXISTING

PAVEMENT MARKINGS

TIE TO EXISTING

PAVEMENT EDGE LINE

APPLY 4" WHITE

RESET STOP SIGN

PAVEMENT MARKINGS

TIE TO EXISTING

YELLOW CENTERLINE

APPLY 4" DOUBLE

PAVEMENT MARKING (TYP)

APPLY DIAGONAL

PAVEMENT MARKING (TYP)

APPLY DIAGONAL

PAVEMENT MARKING (TYP)

APPLY DIAGONAL

PAVEMENT MARKING (TYP)

APPLY DIAGONAL

PAVEMENT MARKINGS

TIE TO EXISTING

24" STOP BAR

APPLY 12 LF OF

24" STOP BAR

APPLY 12 LF OF

RESET STOP SIGN

1-3P-13

PLACE R1-1-30

1-3P-13

PLACE R1-1-30

6+25.00

5+85.00

5+75.00

STA. 5+56.43

BROAD RIVER DRIVE (S-287)

BEGIN CONSTRUCTION

X1

15 15

S-287

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

CROSS SECTION SHEET

LC

2.5'

5'

BEAUFORT

BEAUFORT COUNTY

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550LC

SCALE: (HORIZ.) 1" = 5', (VERT.) 1" = 2.5'

PXXXXXXX

R T

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

E N S E

D

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IN

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No. 32916 N

OSNIH .C S

E

M

AJ

SHELL POINT TRAFFIC CALMING

12.5:1 4:1 12.5:1

.0

.1

.3

.2

0.50% 2.00%

.8

.4

.1

12.5:111 .0

1.00% 3.50%

4:1

.0

.3

1.00% 3.00% 12.5:1

.6

4 8 .7

12.5:1

2:

6+35.00

X2

S-287

STA. 6+49.82

BROAD RIVER DRIVE (S-287)

END CONSTRUCTION

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

LC

2.5'

5'

BEAUFORT

BEAUFORT COUNTY

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550LC

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

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No. 32916 N

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E

M

AJ

SHELL POINT TRAFFIC CALMING

.9

.9

.1

3.50% 0.50%

12.5:1 12.5:1

2:1 7 .9

E x

/W

X3

6+75.00

6+35.00

6+25.00

5 5

S-256

STA. 6+15.94

SHELL POINT ROAD (S-256)

BEGIN CONSTRUCTION

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

LC

2.5'

5'

BEAUFORT

BEAUFORT COUNTY

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550LC

R T

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

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No. 32916 N

OSNIH .C S

E

M

AJ

SHELL POINT TRAFFIC CALMING

12.5:1

2:1

4:1

E x

.0

E x

12.5:1

.1

2:1

.2

.8

.1

.7

4.00% 1.17%

.9

12.5:1 4:1

.7

.2

4.00% 12.5:1

2:1

.4

.7

12.5:1

.2

3.00%2.65% 1.00% 12.5:1 10 .9

14.6:1

X4

6+85.00

S-256

STA. 6+94.72

SHELL POINT ROAD (S-256)

END CONSTRUCTION

FED. RD. SHEET

STATE COUNTY

DIV. NO. NO.

3 SC

NO.

ROAD / ROUTE

REV. NO. DATE DESCRIPTION OF REVISIONBY

LC

2.5'

5'

BEAUFORT

BEAUFORT COUNTY

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550

5101520253035404575 70 65 60 55 50 5 10 15 20 25 30 35 40 45 757065605550LC

R T

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No. 4470

ENGINEERING, LLC

CONSULTING &

INFRASTRUCTURE

SO

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No. 32916 N

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SHELL POINT TRAFFIC CALMING

.5

12.5:112.5:110 .6

.8

E x x

3.00%

1.00%

.3

2:1