4-Jeff Greg FinalPlans (3) (1).pdf

LAYOUT

DATE

ENGINEER OF RECORD

FOR

PROPOSED PLANS

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

-N-

CALL 811

ALL UTILITIES MAY NOT BE A MEMBER OF SC811

WWW.SC811.COM

SOUTH CAROLINA 811 (SC811)

SOUTH CAROLINA

3 DAYS BEFORE DIGGING IN

CONSULTING ENGINEERING FIRM

N.T.S

NONE

EQUALITIES IN STATIONING:

FOR CONSTRUCTION :

SHEET

NO.

TOTAL

SHEETS

INDEX OF SHEETS

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H C

C H o lt C o n s u lt in g

C o m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

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H E E T 1.

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LOCATION MAP

N.T.S.

PROJECT

SHEET NO. DESCRIPTION SHEET

1 TITLE SHEET 1

TOTAL SHEETS

L-1309

COUNTY

CLARENDON

L-1310

(MILES)

TOTAL

PLAN AND PROFILE SHEETS

CLARENDON COUNTY MAP

L-1309 (JEFF DRIVE)

STA. 10+13.16 TO STA. 42+70.00

L-1310 (GREG LANE)

STA. 10+13.74 TO STA. 20+93.73

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

PROVISIONS, ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM

TO THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD

NOTE:

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

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025 EDITION) AND THE STANDARD

0.617

0.617

0.617

0.205

0.205

0.205

0.822

0.822

0.822

6 - 13

TYPICAL SECTION SHEET

PAVEMENT MARKING AND DRIVEWAY DETAIL SHEET

GENERAL CONSTRUCTION NOTES SHEET

STANDARD DETAIL SHEETS5A - 5C

2 SUMMARY OF ESTIMATED QUANTITIES SHEET

DIRT ROAD PAVING PROJECT

L-1309 (JEFF DRIVE) AND L-1310 (GREG LANE)

15D REFERENCE DATA SHEET

CLARENDON COUNTY CTC ROAD GROUP 1.2

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TERMS AND CONDITIONS OF SCR100000.

PURSUANT TO REGULATION 72-300 ET. SEQ (IF APPLICABLE), AND IN ACCORDANCE WITH THE

REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976, AS AMENDED, THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS CONSISTENT WITH THE

THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO

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

Docusign Envelope ID: 10253D09-C741-49F3-8E64-F054B6F44E40

10/17/2025

2 SCALE: N.T.S.

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

SUMMARY OF ESTIMATED QUANTITIES

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

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SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

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3 SCALE: N.T.S.

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

TYPICAL SECTION

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

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SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

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95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER STANDARD PROCTOR

8" CEMENT STABILIZED EARTH BASE COURSE (40 PSY)

(PAVEMENT DESIGN)

LEGEND

LC

PR

PG0.5' 0.5'

EXIST. GROUND

8.00%

TYPICAL SECTION OF IMPROVEMENT

8.00%

2.00% 2.00%

SHLD.

EARTH TRAVELWAY TRAVELWAY

9'9'

SHLD.

EARTH

(V

ARI

ES

2:1

TO

4:1 (VARIES)

2:1 TO 4:1

VARIES (2' SHOWN)VARIES (2' SHOWN)

EXISTING ROAD WIDTH (VARIES)

VARIES (2' SHOWN)

EXIST. GROUND

VARIES (2' SHOWN)

(200 PSY TYPE C)

1.82" SURFACE COURSE

(550 PSY TYPE B)

5.5" BASE COURSE (250 PSY TYPE C)

2.27" INTERMEDIATE COURSE

TO BE USED WITHIN SCDOT R/W

TYPICAL PAVEMENT SECTION

AND HIGHWAYS, 11TH EDITION.

PUBLIC TRANSPORTATION, THE SOUTH CAROLINA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH: SOUTH CAROLINA DEPARTMENT OF HIGHWAYS AND 7)

ALL RADII ARE 25' UNLESS OTHERWISE SHOWN. 6)

BY THE CONTRACTOR.

SHALL BE DONE IN CONJUNCTION WITH THE TIME FRAME OF THE CONTRACT SCHEDULE, THIS WORK SHALL BE COORDINATED ADJUSTMENT, RELOCATION, OR REPLACEMENT OF EXISTING TELEPHONE, ELECTRIC, TELEVISION, AND OTHER PRIVATE UTILITIES5)

LINE, FLUSH PAVEMENT TRANSITION, AND POSITIVE DRAINAGE.

THE CONTRACTOR IS TO SAW CUT AREAS WHERE EXISTING PAVEMENT TIES TO PROPOSED TO ACHIEVE A CLEAN VERTICAL4)

AND SHALL BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.

TEMPORARY CONTROL OF STORM WATER DRAINAGE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, 3)

ALL WORK SHALL CONFORM WITH APPLICABLE SCDOT REQUIREMENTS AND CODES.2)

CONTRACTOR TO CONTACT ALL UTILITY COMPANIES BEFORE ANY WORK COMMENCES. VERIFY UTILITIES WITHIN PROJECT AREA. 1)

GENERAL NOTES FOR TYPICAL CROSS SECTION:

TYPICAL DITCH TURNOUT

EDGE OF PAVEMENT

R=2' R=2'

2:1 2:

11'

OTHERWISE DIRECTED BY R.C.E.

CONSTRUCT TYPICAL DITCH TURNOUT UNLESS

ASPHALT SURFACE TREATMENT (SINGLE TREATMENT)

HOT MIX ASPHALT SURFACE COURSE TYPE C (200 PSY)

(5' (MIN.)

3 2

STA. 10+13.74 TO STA. 20+93.73

USE THIS SECTION ON L-1310 (GREG LANE)

STA. 10+13.16 TO STA. 42+70.00

USE THIS SECTION ON L-1309 (JEFF DRIVE)

STA. 10+13.74 TO STA. 10+40.88

USE THIS SECTION ON L-1310 (GREG LANE)

STA. 10+13.16 TO STA. 10+37.50

USE THIS SECTION ON L-1309 (JEFF DRIVE)

SCALE: N.T.S.

24" STOPLINE

APPLY WHITE

24" STOPLINE

APPLY WHITE

24" STOPLINE

APPLY WHITE

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

DRIVEWAY DETAIL

PAVEMENT MARKING

CENTERLINE PAST STOP BAR

APPLY 50' OF 4" DOUBLE YELLOW

CENTERLINE PAST STOP BAR

APPLY 50' OF 4" DOUBLE YELLOW

CENTERLINE PAST STOP BAR

APPLY 50' OF 4" DOUBLE YELLOW

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

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SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

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TYPICAL DRIVEWAY DETAIL

NEW EDGE OF PAVEMENT

4'

8'

S

M O

S

S

D

IN

G L

R O

A D

L-1309 (JEFF DRIVE)

L-1310 (GREG LANE)

8'

S

M O

S

G

A D

E

VI

F

E J

L

8'

RADIUS VARIES RADIUS VARIES

PAVEMENT DESIGN

SEE SHEET 3 FOR

OR WHERE DIRECTED BY RCE.

ALONG L-1310 BASELINE FROM STA. 10+21.74 TO 26+30.78

CONTRACTOR TO PLACE YELLOW RAISED BIDIRECTIONAL MARKERS3)

OR WHERE DIRECTED BY RCE.

ALONG L-1309 BASELINE FROM STA. 10+21.16 TO 42+70.00

CONTRACTOR TO PLACE YELLOW RAISED BIDIRECTIONAL MARKERS2)

ALL PAVEMENT MARKINGS WILL BE THERMOPLASTIC. 1)

PAVEMENT MARKING AND SIGNING NOTES:

)ENAL GERG( 0131-L

SCALE: N.T.S.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

GENERAL CONSTRUCTION NOTES

1.

2.

3.

4.

5.

UTILITY NOTES

RAP OR OTHER EROSION CONTROL METHODS AS APPROPRIATE.

UPON PROJECT COMPLETION, ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED WITH VEGETATIVE COVER (PREFERABLE), RIP

ADJACENT WATERS.

ALL NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING THE

OR EQUIPMENT OPERATION.

INSPECTORS OF TEMPORARY EROSION CONTROL MEASURES SHOULD BE CONDUCTED ON A DAILY BASIS IN AREAS OF CONSTRUCTION

MATERIALS USED FOR EROSION CONTROL WILL BE CERTIFIED AS WEED FREE BY THE SUPPLIER.

OR BARRIERS) MUST BE IN PLACE AND MAINTAINED IN A FUNCTIONING CAPACITY UNTIL THE AREA IS PERMANENTLY STABILIZED.

PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY, APPROPRIATE EROSION AND SILTATION CONTROL MEASURES (I.E. SILT FENCES

THE CONTRACTOR IS TO REPAIR THE SUBGRADE AFTER CLEARING AND GRUBBING AT THE DIRECTION OF THE RCE.

BEGINNING CONSTRUCTION.

CHANGE IN THE TYPICAL SECTION. THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL OF THESE LOCATIONS PRIOR TO PIPE LOCATIONS PRIOR TO THE SITE VISIT. THE CONTRACTOR MUST ALSO STAKE OUT THE LOCATIONS WHERE THERE WILL BE A THE CONTRACTOR SHALL CONDUCT A SITE VISIT WITH RCE. THE CONTRACTOR SHALL STAKE OUT ALL OUTFALL LOCATIONS AND

MUST NOTIFIY THE RCE OF ANY MODIFICATIONS TO THE ALIGNMENT PRIOR TO ADJUSTMENTS.

IS TO ADJUST THE ALIGNMENT AS NECESSARY IN ORDER TO AVOID EXISTING FENCES, STRUCTURES, GATES, ETC. THE CONTRACTOR THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE HORIZONTAL ALIGNMENT CONTROLS FOR THE PROJECT. THE CONTRACTOR

CONFLICT WITH THE STANDARD PRACTICES OF THE COUNTY AND/OR SCDOT.

REPRESENTATIVE IS PERMITTED UNDER THE DIRECTION OF THE COUNTY ENGINEER TO AUTHORIZE ALL MINOR ALTERATIONS NOT IN THE COUNTY ENGINEER MUST SPECIFICALLY AUTHORIZE CHANGES INVOLVING INCREASED COST OF THE PROJECT. THE COUNTY'S

THE CONTRACTOR MUST NOT OCCUPY ANY NON-PERMITTED WETLAND AREAS.

PROPER CONSTRUCTION OF ALL WORK. ALL ROAD WIDTH LAYOUT DIMENSIONS SHOWN ARE TO THE EDGE OF TRAVELWAY.

THE CONTRACTOR SHALL MAKE, CHECK, AND BE RESPONSIBLE FOR ALL MEASUREMENTS AND DIMENSIONS NECESSARY FOR THE

AND/OR UTILITIES DUE TO NONCOMPLIANCE OF WEIGHT LIMIT REGULATIONS.

AND/OR MATERIALS TO AND FROM THIS SITE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO THE ROADS CONTRACTOR SHALL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON SCDOT/COUNTY MAINTAINED ROADS FOR HAULING EQUIPMENT

SHALL COORDINATE ANY TEMPORARY MAILBOX RELOCATIONS WITH THE UNITED STATES POSTAL SERVICE.

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ACCESS FOR MAIL SERVICE DURING CONSTRUCTION. IF NECESSARY, CONTRACTOR

THAT CONFLICTS WITH THE CONSTRUCTION TRAFFIC CONTROL SIGNAGE SHALL BE COVERED OR TEMPORARILY REMOVED.

TO BE RELOCATED SHALL BE ERECTED IN A TEMPORARY MANNER THAT DOES NOT IMPEDE TRAFFIC FLOW. ANY SIGN MESSAGE NECESSARY TO PERFORM THE WORK. IF THE ROADWAY REMAINS OPEN TO TRAFFIC DURING CONSTRUCTION, ALL SIGNS THAT ARE ALL EXISTING ROADWAY SIGNAGE SHALL BE RELOCATED, REUSED, REPLACED AS INDICATED BY THE ENGINEER, OR AS DEEMED

TO ALL PUBLIC ROADS AND RESIDENTIAL ENTRANCES AT ALL TIMES.

PROVIDING A RESONABLY SMOOTH AND EVEN SURFACE SATISFACTORY FOR THE USE OF PUBLIC TRAFFIC AND TO PROVIDE ACCESS THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC THROUGHOUT THE ENTIRE PERIOD OF CONSTRUCTION BY

YARDS.

THE CONTRACTOR SHALL GRADE FOR POSITIVE DRAINAGE AT ALL ROADWAY INTERSECTIONS, ENTRANCES, PARKING LOTS, AND

THE WORK.

THE CONTRACTOR SHALL REMOVED ALL SEDIMENT AND DEBRIS FROM ALL PIPES WITHIN THE PROJECT LIMITS UPON COMPLETION OF

THE PROJECT AND SHALL BE CONTRACTOR'S RESPONSIBILITY UNTIL THE START OF THE WARRANTY PERIOD.

ALONG THE PROJECT LIMITS IN ACCORDANCE TO THE SCDOT SPECIFICATIONS. THE WORK IS INCIDENTAL TO THE TOTAL COST OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND MAINTAINING THE PERMANENT AND/OR TEMPORARY STABILIZATION

CAROLINA STATE PLANE NAD 83 (2007).

HORIZONTAL CONTROL: IT IS CONTRACTOR'S RESPONSIBILITY TO ESTABLISH THE COORDINATES FOR THIS PROJECT ON SOUTH

BOUNDARY AND TOPOGRAPHIC INFORMATION FURNISHED BY BIDDING CONTRACTOR.

REFERENCED SCDOT STANDARDS AT THE TIME OF THE NOTICE TO PROCEED.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE LATEST SET OF PLANS AND SPECIAL PROVISIONS AND ANY

SPECIFICATIONS ON THE PLANS SHALL REFER TO THE SPECIAL PROVISIONS, UNLESS OTHERWISE NOTED.

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (2025 EDITION), AND THE SCDOT STANDARD DRAWINGS. ALL REFERENCES TO ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THE SCDOT STANDARD

STATED.

AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING MANHOLES, VALVE BOXES, OR OTHER UTILITIES LOCATED WITHIN THE OVERLAY

CONTRACTOR SHALL ENSURE COMPACTION IN ALL UTILITY LOCATIONS.

ALL UNDERGROUND UTILITIES AND/OR CONDUITS AT PAVED AREAS MUST BE IN PLACE PRIOR TO THE PAVEMENT BASE CONSTRUCTION.

PAY ITEMS. PORTIONS OF THE UTILITIES MAY BE RELOCATED IF APPROVED BY UTILITY SERVICE PROVIDER PRIOR TO RELOCATIONS.

CONTRACTOR SHALL SUPPORT EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION. THIS WORK SHALL BE INCIDENTAL TO THE PERTINENT CONTRACTOR SHALL PROTECT AND NOT INTERRUPT EXISTING UTILITY SERVICES DURING CONSTRUCTION, UNLESS AUTHORIZED BY THE RCE. THE

NO ADDITIONAL COST TO THE COUNTY OR PROPERTY OWNER.

REPAIRS TO UTILITIES OR PROPERTY DAMAGE AS A RESULT OF CONTRACTOR NEGLIGENCE OR METHOD OF OPERATION SHALL BE MADE AT

THE PROJECT.

MUST PROTECT, IN PLACE, ALL ACTIVE UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. NO SUE HAVE BEEN COMPLETED AS PART OF THE CONTRACTOR SHALL NOTIFY PUPS TO ARRANGE STAKEOUT OF UTILITIES AT LEAST 3 DAYS BEFORE CONSTRUCTION.. THE CONTRACTOR LOCATIONS OF UNDERGROUND AND AERIAL UTILITIES ARE NOT SHOWN ON THE PLANS AND TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

GENERAL CONSTRUCTION NOTES

SEQUENCE OF CONSTRUCTION

EROSION CONTROL NOTES

1.

.2

INSTALL CONSTRUCTION ENTRANCES.3.

INSTALL TREE PROTECTION AND DELINEATE CLEARING LIMITS.4.

CLEARING & GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS (E.G. SILT FENCE).5.

INSTALL PERIMETER CONTROLS (E.G. SILT FENCE).6.

PROVIDE SITE DRAINAGE WITH DIVERSION DITCHES, SWALES, AND DRAINS.7.

CLEARING & GRUBBING OF SITE (SEDIMENT & EROSION CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE INSTALLED).8.

9.

INSTALL STORM DRAINAGE.10.

FINE GRADING11.

ASPHALT PAVING12.

FINISH GRADING AND FINAL GRASSING AND LANDSCAPING.13.

MAINTAIN ALL SEDIMENT AND EROSION CONTROL DEVICES FOR THE EXTENT OF THE PROJECT.14.

REMOVAL OF SEDIMENT CONTROLS AFTER SITE HAS BEEN STABILIZED.

ROUGH GRADING. INSTALL SEDIMENT TUBES, ECB, TRM, ETC. AT DISCRETION OF R.C.E.

15.

SUBMIT THE NOTICE OF TERMINATION TO SCDES.

RECEIVE NPDES APPROVAL FROM SCDES.

SCHEDULE PRECONSTRUCTION MEETING.

16.

MINIMIZE THE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL

1.

2.

OR TEMPORARILY CEASED AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.

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

19.

20.

14.

15.

16.

17.

18.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

- WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH - DISTURBING ACTIVITIES WILL BE RESUMED

INITIATED AS SOON AS PRACTICABLE.

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

TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

THE SLOPE IS BROUGHT TO GRADE.

HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO

AS WELL AS DURING THE FIRST RAIN EVENT AFTER THE INITIATION OF CONSTRUCTION ACTIVITIES, AFTER THE INSTALLATION OF BMPS.

CONSTRUCTION SITE. IT IS RECOMMENDED THAT BMPS BE ASSESSED WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 1.0 INCH OR GREATER, TIME PERIOD BETWEEN INSPECTIONS EXCEEDING 9 DAYS, AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK, WITH NO

MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY, OR INCORRECTLY, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION

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

TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL

CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL

THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND

REG. 72-300 ET SEQ. AND SCR100000.

PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C.

RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL

RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE

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

OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW

POLLUTANT SOURCE IN STORM WATER DISCHARGES.

TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY

FINAL STABILIZATION IS REACHED.

EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT THE A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION

MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

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

THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED

- SOAPS OR SOLVENTS USED IN VEHICLE CLEANING AND EQUIPMENT WASHING.

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

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

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

THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.

AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE

AS SOON AS REASONABLY POSSIBLE.

BEFORE THE NEXT STORM IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED SC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR

DEPARTMENT HAS APPROVED OTHERWISE.

OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE, THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:1

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

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COMPANY LLC

CONSULTING

5A

5A

SCALE: N.T.S.

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

STANDARD DETAIL

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T

A .d g n m d e k o v ic s

O

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:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

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No. 4831

COMPANY LLC

CONSULTING

5B

5B

SCALE: N.T.S.

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

STANDARD DETAIL

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T B .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

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ANOISSEFORP

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CAROLINA

No. 4831

COMPANY LLC

CONSULTING

5C

5C

SCALE: N.T.S.

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

STANDARD DETAIL

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T C .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

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CAROLINA

No. 4831

COMPANY LLC

CONSULTING

0 125 250 375 500

SCALE: 1" = 125'

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

REFERENCE DATA SHEET

5D

5D

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T

D .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

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ANOISSEFORP

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No. 4831

COMPANY LLC

CONSULTING

HOLT

N

PI = 16+79.38

D

T = 82.59' L = 149.24' E = 22.55' R = 140.00'

PI = 22+75.61

D

T = 71.82' L = 142.66' E = 5.13' R = 500.00'

PI = 26+32.19

D

T = 138.51' L = 276.24' E = 6.38' R = 1,500.00'

PI = 35+12.75

D

T = 74.84' L = 117.65' E = 30.95' R = 75.00'

POT = 10+00.00

PC = 15+96.78

P

T

.0

P C

.7

P T

.4

P C

.6

P T

.9

P C

.9

PT = 35+55.56

POT = 42+83.53

PI = 15+59.87

D

T = 197.66' L = 390.30' E = 19.35' R = 1,000.00'

PI = 20+44.77

D

T = 24.97' L = 49.49' E = 2.06' R = 150.00'

P O T 10+

00.00

P C 13+

62.20

PT = 17+52.50

PC = 20+19.80

PT = 20+69.29

POT = 21+02.73

CURVE L13091

19031L E

V R

U C

29031L EVRUC

CURVE L13092

CURVE L13093

CURVE L13094

39031L EVRUC

L

EVRUC

CURVE L13101

CURVE L13102

P O

T

.0

P O

T

.7

.7

457.77'

2.

.2

668.00'

.9

147.22'

33.441

V

R U

C

CURVE L13102

1,418.79'

ELEV. = 120.72

E = 2235726.564 N = 645431.860

CONTROL POINT 1

ELEV. = 119.01

E = 2235580.713 N = 644897.174

CONTROL POINT 2

ELEV. = 120.27

E = 2235624.779 N = 644411.350

CONTROL POINT 3

ELEV. = 119.27

E = 2235342.323 N = 644237.497

CONTROL POINT 4

ELEV. = 117.16

E = 2234879.546 N = 644025.080

CONTROL POINT 5

ELEV. = 120.07

E = 2235021.259 N = 643712.318

CONTROL POINT 6

ELEV. = 119.93

E = 2235188.852 N = 643355.286

CONTROL POINT 7

ELEV. = 120.22

E = 2235944.615 N = 644491.678

CONTROL POINT 8

ELEV. = 123.09

E = 2236329.229 N = 644761.078

CONTROL POINT 9

ELEV. = 125.80

E = 2236472.883 N = 645089.521

CONTROL POINT 10

ELEV. = 123.66

E = 2236407.872 N = 645496.944

CONTROL POINT 11

L1310 S25

L1309

CONTRACTOR TO GRADE TO ACHIEVE POSITIVE DRAINAGE AT THE DIRECTION OF R.C.E.2.

CONTRACTOR TO ACHIEVE MINIMUM 1' OF COVER ON ALL CROSSLINE PIPES. 1.

PLAN NOTES:

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

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T

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G E

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CAROLINA

No. 28202

Y E

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CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

G R

A V

E L

D R

IV

E W

A Y

G R

A V

E L

D R

IV

E W

A Y

G R

A V

E L

D R

IV

E W

A Y

15"CMP

INV = 124.958

15"CMP

INV = 124.631

15"CMP

INV = 124.998

15"CMP

INV = 124.648

P O

T

N

L Y

W

IR

E

W A

T E

R

W A

T E

R

S T

O P

S T

R E

E T

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

O A

K

C

N L S

E T

N

.5

E

.8

E L

.8

N T

R O

L ic

N

.9

E

.8

E L

.6

TT

T

T

T

T

T

WW

N

2 3

R

O D

B

A R

GIBBONS, ED ENTERPRISES LLC

164-00-03-043-00

NETTLE, BROCK

164-00-03-061-00

JOHNSON, CURTIS LEE

164-00-03-045-00

YOUNG, SHARON L

164-00-03-057-00

HAMMETT, QUANTAJIA

164-00-03-058-00

YOUNG, LEVY

164-00-03-016-00

S

M O

S

G

A D

L-1309 (JEFF DRIVE)

.5

R W

.2

.5

R W

.2

DEDICATED 50' R/W PER 45 PG 32

DEDICATED 50' R/W PER 45 PG 32

P O

T

.0

596.78' 90° 0' 0"

605-010-01

SIGNS PER SCDOT STD. DWG.

PERMANENT CONSTRUCTION

UTILIZE SCHEME E FOR

9'

9'

9'

9'

605-010-01

SIGNS PER SCDOT STD. DWG.

PERMANENT CONSTRUCTION

UTILIZE SCHEME E FOR

L-1309 (JEFF DRIVE)

BEGIN CONSTRUCTION

STA. 10+13.16

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=5'

R=2.5'

R=10'

R=5'

R=2.5'R=5'

PLACE 28 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

R=30'

9.00 +43.77

39.47 +13.77

-9.00 +42.55

-38.53 +12.56

R=30'

S-25 POT STA. 20+07.71

L-1309 POT STA. 10+00.00 =

JEFF DRIVE

TIE EQUALITY:

S T

A

.0

S E E

S

H E E T

J E

IV

M A T C

H L

IN

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

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O R

IZ

A

TI

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SO

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CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

DI

RT

DRI

VEW

A Y

DI

RT

DRI

VEW

A Y

DI

RT

DRI

VEW

A Y

DI

RT

DRI

VEW

A Y

DI

RT

DRI

VEW

A Y

DI

RT

DRI

VEW

A Y

DI

RT

DRI

VEW

A Y

15"CMP

INV = 117.641

15"CMP

INV = 117.810

15"CMP

INV = 121.564

DI

RECTI

O N

A L

U N

A

BLE

T

O L

O

CA

TE

EN

D

O F

PI

PE

C

M P

IN

V

.3

DI

RECTI

O N

A L

U N

A

BLE

T

O L

O

CA

TE

EN

D

O F

PI

PE

IN

V

.9

W A

TE

R

CREP

E

M

YRTL

E

CREP

E

M

YRTL

E

CREP

E

M

YRTL

E

O A

K-

O A

K-

PI

N E-

PI

N E-

PI

N E-

PI

N E-

SS

C- N

LS

ET

N

.0

E=

9.

EL=

3.

T

T

T

W

N

#4

RB

#4

RB

1/ 2"

RO

D

1/ 2"

RO

D

1/ 2"

RO

D

#4

RB

3/ 4"

O T

1/ 2"

RO

D

#4

RB

#4

RB

VASPOLI, JAMES

164-00-03-046-00

GREENBERG, EDWIN D

164-00-03-047-00

CALVIN, JOSEPH

164-00-03-034-00

GIBBONS, ED ENTERPRISES LLC

164-00-03-077-00

WILLIAMS, DAVID BERNARD

164-00-03-087-00

OLIVER, FREDERICK III

164-00-03-055-00

CALVIN, JOANNE

164-00-03-056-00

JOHNSON, CURTIS LEE

164-00-03-045-00

L-1309 (JEFF DRIVE)

S T

O

S E

M E

N T

P

L A

T

S T

O

S E

M E

N T

P

L A

T

S T

O

S E

M E

N T

P

L A

T

DEDICATED 50' R/W PER 75 PG 3

D E

D

IC

A T E

D

R

W

P

E R

P

G

D E

D

IC

A T E

D

R

W

P

E R

P

G

DEDICATED 50' R/W PER 75 PG 3

P E

R

P

G

D E

D

IC

A T E

D

R

W

PI = 16+79.38

D

T = 82.59' L = 149.24' E = 22.55' R = 140.00'

PC = 15+96.78

P T

.0

457.77'

.7

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=5'

R=5'

R=15'

R=5' R=5'

R=5' R=2.5'

R=10' R=10'

R=10' R=10'

R=2.5' R=5'

R=5'

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

OR AS DIRECTED BY R.C.E.

50 LF TO OBTAIN POSITIVE DRAINAGE

CONTRACTOR TO GRADE APPROXIMATELY

STA. 15+

50.00 SEE SHEET 6

JEFF DRIVE MATCHLINE

S T

A 1+

.0

S E E

S

H E E T

J E

T C

H L

IN

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

IF

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O R

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A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

DIR

T DRIV

EWAY

DIR

T DRIV

EWAY

DIR

T DRIV

EWAY

DIR

T DRIV

EWAY

DIRT

DRIVEWAY

CONC DRIV

EWAY

15"CMP

INV = 118.

DIR

ECTIO

NAL

UNABLE

T

O

LOCATE

END

OF

PIP

E

15"CMP

INV = 118.675DIR

ECTIO

NAL

UNABLE

T

O

LOCATE

END

OF

PIP

E

15"CMP

INV = 119.219DIR

ECTIO

NAL

UNABLE

T

O

LOCATE

END

OF

PIP

E

R

C P

.2

R

C P

.3

SHRUB ROW

CREP

E MYRTL

E

CREP

E MYRTL

E

CREP

E MYRTL

E

CREP

E MYRTL

E

OAK-

8"

PIN

E-

PIN

E-

OAK-

(T

WI

N)

OAK-

PIN

E-

PIN

E-

PIN

E-

PIN

E-

OAK-

PIN

E-

OAK-

8"

OAK-

6"

PIN

E-

PIN

E-

PIN

E-

CONTROLic

N=64

.3

E=

4.

EL=

0.

SS

C-

NLS

ET

N=64

.6

E=

4.

EL=

0.

T

T

N

10 11

#4

RB

#4

RB

1"

OT#5

RB

GIBBONS, ED ENTERPRISES LLC

164-00-03-077-00

WILSON, MARY

164-00-03-076-00

BUSH, LILLIE B

164-00-03-075-00

BOZIER, SHERA DEANDREA

164-00-03-074-00

FRANKLIN, JANNETTE

164-00-03-073-00

FRANKLIN, JANNETTE

164-00-03-073-00

BOZIER, SHAWN D

164-00-03-052-00

BOZIER, SHAWN D

164-00-03-052-00

DEATION, STEPHANIE

164-00-03-053-00

BLACKWELL, ROBERT L & CYNTHIA

164-00-03-054-00

OLIVER, FREDERICK III

164-00-03-055-00

L-1309 (JEFF DRIVE)

L

G

R

G

N E

S T

O

S E

M E

N T

P

L A

T

S T

O

S E

M E

N T

P

L A

T

S T

O

S E

M E

N T

P

L A

T

S T

O

S E

M E

N T

P

L A

T

DEDICATED 50' R/W PER 75 PG 3

3 GP 57 REP W/R '05 DETACIDED

P E

R

P

G

D E

D

IC

A T E

D

R

W

PI = 22+75.61

D

T = 71.82' L = 142.66' E = 5.13' R = 500.00'

PI = 26+32.19

D

T = 138.51' L = 276.24' E = 6.38' R = 1,500.00'25

P C

.7

P T

.4

P C

.6

P T

.9

33.441

PI = 20+44.77

D

T = 24.97' L = 49.49' E = 2.06' R = 150.00'

PC = 20+19.80

PT = 20+69.29

POT = 21+02.73

147.22' 9'

9'

9'

9'

L-1310 (GREG LANE)

END CONSTRUCTION

STA. 20+93.73

R=25'

R=25'

9.00 +97.53

9.00 +64.03

9.00 +69.14

-9.00 +69.05

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=7.5' R=7.5'

R=7.5'

R=7.5' R=10'

R=5'

R=2.5' R=5' R=5'

R=2.5'

EXISTING PIPE

RETAIN AND CLEAN

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

DITCH TURNOUT

DITCH TURNOUT

L-1310 POT STA. 21+02.73

L-1309 POT STA. 26+30.78 =

JEFF DRIVE & GREG LANE

TIE EQUALITY:

S T A . 2

1+ .0

S E E

S

H E E T

J E

T C

H L

IN

E

S T

A . 2

.0

S E E

S

H E E T

J E

T C

H L

IN

E

STA. 19+50.00 SEE SHEET 13

GREG LANE MATCHLINE

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

DI

RT

DRI

VEWAY

GRAVEL

DRI

VEWAY

GRAVEL

DRI

VEWAY

DI

RT

DRI

VEWAY

G R

A V

E L

D R

IV

E W

A Y

DI

RT

DRI

VEWAY

GRAVEL

DRI

VEWAY

CONC

DRI

VEWAY

15"CMP

INV = 117.837

15"CMP

INV = 118.204

15"CMP

INV = 118.956

15"CMP

INV = 118.757

15"CMP

INV = 118.855

15"CMP

INV = 118.916

15"CMP

INV = 117.415

DI

RECTI

ONAL

UNABLE

T

O

LOCATE

END

OF

PI

PE

15"CMP

INV = 118.677

15"CMP

INV = 118.375

15"CMP

INV = 118.586

15"CMP

INV = 119.053

15"CMP

INV = 119.099

15"CMP

INV = 119.131

15"CMP

INV = 118.704

15"CMP

INV = 118.699

GATE

GATE

CREP

E

MYRTL

E

CREP

E MYRTL

E

PALM

PALM

OAK-

8"

OAK-

8"

OAK-

8"

OAK-

OAK-

6"

OAK-

6"

PI

NE-

PI

NE-

(T

WI

N)

PI

NE-

PI

NE-

(T

WI

N)

PI

NE-

"PI

NE-

PI

NE-

OAK-

(T

WI

N)

PI

NE-

SS

C-

NLS

ET

N=

.4

E=

2.

EL=

9.

T

T T

T

T

T

N

#5

RB

1"

OT

1"

OT

1"

OT

1"

OT

FRANKLIN, JANNETTE

164-00-03-073-00

FRANKLIN, JANNETTE

164-00-03-073-00 BLACKWELL, STEPPNAY

164-00-03-072-00

FLOYD, MARY FRANCES ODOM

164-00-03-071-00

BUSH, LYNETTE

164-00-03-070-00

TINDALL, IVORYDELL

164-00-03-065-00

BUSH, LYNETTE

164-00-03-064-00

FLOYD, MARY FRANCES ODOM

164-00-03-063-00

BUSH, QUAWAM

164-00-03-062-00MOUZON, ANTHONY L

164-00-03-051-00

BOZIER, SHAWN D

164-00-03-052-00

L-1309 (JEFF DRIVE)

DEDICATED 50' R/W PER 75 PG 3

DEDICATED 50' R/W PER 75 PG 3

PER 75 PG 3

DEDICATED 50' R/W

P T

.9

668.00'

9'

9'

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

P A

V E

M E

N T

E D

P

O P

O S

E D

R=2.5' R=5'

R=2.5'

R=5'

R=2.5'

R=5'

R=2.5'R=5' R=5' R=2.5'

R=5' R=2.5'

R=5' R=2.5'

R =5

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 32 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 30 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 30 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

S T

A

.0

S E E

S

H E E T

J E

T C

H L

IN

E

S T

A

.0

S E E

S

H E E T

J E

I V

T C

H L

IN

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

D

IR

T D

R

IV

E W

A Y

D

IR

T D

R

IV

E W

A Y

DIRT

ENTRANCE

D R

IV

E W

A Y

U

U

E D

D

IR

T D

R

IV

E W

A Y

C

M P

IN

V

.0

C

M P

IN

V

.7

15"CMP

INV = 119.005 15"CMP

INV = 119.146

C

M P

IN

V

.9

.8

P

IN

E

P

IN

E

P

IN

E

O A

K

T

R

IP

L E

O A

K

T

W

IN

S S

C

N L S

E T

N

.0

E

.5

E L

.1

S S

C

N L S

E T

N

.3

E

.2

E L

.0

T T T

N

R B

R B

R B

TINDALL, IVORYDELL

164-00-03-065-00

JEFFREY, ERIC

164-00-03-066-00

MARTIN, PAULA

164-00-03-036-00

MILLER, MARILYN E

164-00-03-032-00

FORFEITED LAND COMMISSION

164-00-03-013-00

BUSH, LYNETTE

164-00-03-064-00

JEFFREY, ERIC & SHERRY M

164-00-03-067-00

L-1309 (JEFF DRIVE)

30' STORM EASEMENT (PLAT 75-3)

D E

D

IC

A T

E D

R

W

R

DEDICATED 50' R/W PER 75 PG 3

DEDICATED 50' R/W PER 75 PG 3

P E

R

D E

D

IC

A T

E D

R

W

PI = 35+12.75

D

T = 74.84' L = 117.65' E = 30.95' R = 75.00'

PC = 34+37.91

P T

.5

727.97'

.0

9'

9'

P A

V E

M E

N T

E D

O P

O S

E D

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R =2 .5

R=5'

R=5'

R=5' R=5'

R=2.5'

R=2.5'

P L

A C

E

L F

" R C P

R E

M O

X

IS

T

IN

G

P

IP

E

PLACE 37 LF 18" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

DIRECTION OF THE R.C.E.

EXISTING RIPRAP AT THE

CONTRACTOR TO REINSTALL

STA. 33+50.00 SEE SHEET 9

JEFF DRIVE MATCHLINE

S T

A

.0

S E E

S

H E E T

J E

T C

H L

IN

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

D

IR

T D

R

IV

E W

A Y

D

IR

T D

R

IV

E W

A Y

15"CMP

INV = 119.347

15"CMP

INV = 118.914

C

M P

.3

C

M P

.6

15"CMP

INV = 119.545

S S

C

N L S

E T

N

.2

E

.8

E L

.9

T

T

N

R B

R B

R B

24 23

JEFFREY, ERIC & SHERRY M

164-00-03-067-00

MACK, JOHN

164-00-03-068-00

EVANS, BOBBY

164-00-03-069-00

MARTIN, HESSIE L

164-00-03-004-00

YORK, ESSIE

164-00-03-005-00

MARTIN, PAULA

164-00-03-036-00

L-1309 (JEFF DRIVE)

DEDICATED 50' R/W PER 75 PG 3

DEDICATED 50' R/W PER 75 PG 3

P O

T

.5

727.97'

9'

9'

L-1309 (JEFF DRIVE)

END CONSTRUCTION

STA. 42+70.00

R=15'

R=15'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED R=5' R=5'

R=2.5'

R=2.5'

R=2.5'

PLACE 24 LF 15" RCP

REMOVE EXISTING PIPE

PLACE 32 LF 15" RCP

REMOVE EXISTING PIPE

24' WIDE

TRAFFIC TURNAROUND

-24.00 +10.61

-24.00 +34.61

-9.00 +49.61

-9.00 +95.61

S T

A

.0

S E E

S

H E E T

J E

T C

H L

IN

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

C O

N C

D R

IV

E W

A Y

C O

N C

D R

IV

E W

A Y

R

C P

IN

V

.2

R

C P

IN

V

.1

R

C P

IN

V

.0

R

C P

IN

V

.1

R

C P

IN

V

.8

R

C P

IN

V

.3

W A

G O

N

W H

E E

L

G A

T E

W A

T E

R

W A

T E

R

S T

R E

E T

S T

O

N T

R O

L ic

N

.8

E

.5

E L

.7

GATE

T

T T

WW

T T

T T

N

A N

G L E

IR

O N

JACKSON, HESTER

164-00-03-042-00

DAVIS, HAROLD A

164-00-03-014-00

DEATION, STEPHANIE

164-00-03-059-00

S

M O

S

G

A D

L-1310 (GREG LANE)

.5

R W

.2

.5

R W

.2

DEDICATED 50' R/W PER 45 PG 32

DEDICATED 50' R/W PER 45 PG 32

362.20'

P O

T

.0

P C

.2

66° 32' 41"

9'

9'

9'

9'

605-010-01

SIGNS PER SCDOT STD. DWG.

PERMANENT CONSTRUCTION

UTILIZE SCHEME E FOR

605-010-01

SIGNS PER SCDOT STD. DWG.

PERMANENT CONSTRUCTION

UTILIZE SCHEME E FOR L-1310 (GREG LANE)

BEGIN CONSTRUCTION

STA. 10+13.74

-9.00 +30.78

-27.07 +03.25

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

PLACE 51 LF 15" RCP

REMOVE EXISTING PIPE

804-305-02, & 804-310-00

PER SCDOT STD. DWGS. 804-305-01,

PLACE 10 SY OF CLASS 2 GEOTEXTILE

PLACE 9 TONS OF CLASS A RIPRAP

R=30'

9.00 +64.58

50.93 +37.05

R=30'S-25 POT STA. 13+40.16

L-1310 POT STA. 10+00.00 =

GREG LANE

TIE EQUALITY:

S T

A . 14

.0

S E E

S

H E E T

G R

T C

H L

IN

CONTRACTOR TO INSTALL PIPES TO ACHIEVE POSITIVE DRAINAGE OR AT THE DIRECTION OF R.C.E.

PIPE NOTE:

DESCRIPTION OF REVISION

DATE

DATE

DATE

DATEBYREV. NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

C

H C

C H o lt C o n s u lt m p a n y S u rf a c e

S o u th

C a ro lin a C la re n d o n

C o u n ty D e s ig n J e ff

G re g S h e e ts S

H E E T .d g n m d e k o v ic s

O

C T

:2

SHEET

SC3

DIV. NO.

FED. RD.

STATE

NO.

ROUTE

NO.

SHEET

COUNTY PROJECT ID

20 40 60 80

NOT FOR CONSTRUCTION

SCALE: 1" = 20'

CLARENDON

CLARENDON COUNTY

L-1310 L-1309

L-1310 (GREG LANE)

L-1309 (JEFF DRIVE)

PLAN SHEET

R E

E

NI

G N

E L

ANOISSEFORP

D E

R E

T

SI

G E

R

SO

UTH

CAROLINA

No. 28202

Y E

NAH YRAHCAZ

R T

IF

IC

A

TE OF AUTH

O R

IZ

A

TI

O N

SO

UTH

CAROLINA

No. 4831

COMPANY LLC

CONSULTING

HOLT

C O

N C

R E

T E

D R

IV

E W

A Y

G R

A V

E L

D R

IV

E W

A Y

D

IR

T

D R

IV

E W

A Y

S T

O N

E

P

IL

L A

R

B R

IC

K

M A

IL

B O

X

15"CMP INV = 11

7.295

C

M P

.8

R

C P

IN

V

.5

R

C P

IN

V

.4

WOOD F

ENCE

WOOD FENCE

W O

O D

F E N

C E

METAL FENCE

C

N L S

E T

N

.1

E

.7

E L

.0

T

T

T

N

R B

R B

BOZIER, SHAWN D

164-00-03-052-00

KENNEDY, WILLIE JR

164-00-03-050-00

MONTGOMERY, BOBBY

164-00-03-049-00

JACKSON, HESTER

164-00-03-042-00

DEATION, STEPHANIE

164-00-03-059-00

DEATION, STEPHANIE

164-00-03-053-00

L-1310 (

GREG LANE)

S T

O R

M

E

A S E

M E

N T

P

L A

T

DEDICATED 50' R/

W PER 45 PG 32

23 GP 54

REP W/R '0

5 DETACIDED

267.29'

PI = 15+59.87

D

T = 197.66' L = 390.30' E = 19.35' R = 1,000.00'

P T

.5

9'

9'

9'

9'

PAVEMENT

EDGE OF PROPOSED

PAVEMENT

EDGE OF PROPOSED

R=15' R=2.5'

PLACE 30 LF 15" RCP

REMOVE EXISTING PIPE

DITCH TURNOUTDITCH TURNOUT

DITCH TURNOUT

DITCH TURNOUT

BRICK MAILBOX

EXISTING WOOD FENCE AND

CONTRACTOR NOT TO DISTURB

PLACE 36 LF 24" RCP

REMOVE EXISTING PIPE

804-305-02, & 804-310-00

PER SCDOT STD. DWGS. 804-305-01,

PLACE 20 SY OF CLASS 2 GEOTEXTILE

PLACE 17 TONS OF CLASS A RIPRAP

S T A

.0

S E E

S

H E E T

G R

T C

H L

IN

E

S T A . 19

.0

S E E

S

H E E T

G R

T C

H L

IN